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HomeMy WebLinkAboutThe Factory9 BRICK PAVERS WITH TRUNCATED DOMES IN CONTRA5TI NG COLOR AT ALL CURB RAMPS k,�l`, II �d RE:5AB A 3" OFF PROPERTY LINE / ,DOWN SPOUTS TO ',DISCHARGE DIRECTLY 1 INTO STORM SEWER RE: G /1L DL DRAWINGS (typ) 1 A D5 FIRE HYDRANT% A-051 1 _ "HOLLAND STONE" BY PAVESTONE IN RIVER RED BRICK PAVERS 90° HERRINGBONE PATTERN ON 4" CONCRETE PER CITY STANDARDS 1, 5UBJECT PROPERTY DOES NOT LIE WITHIN A DESIGNATED FLOOD PLANE AGGORDING TO THE .FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP FOR 5RAZO5 COUNTY, TEXAS COMMUNITY PANEL NO. 4504100143 C, DATED JULY 2, SIDEWALK BENCHES (STEELSITE5 SERIES MODEL #R5-25 (69 BY STANLEY VICTOR PER CITY STANDARDS O LEGEND: ® STORM DRAIN MANHOLE -411- FIRE HYDRANT SANITARY SEWER MANHOLE } LIGHT POLE -0- UTILITY POLE FIRE DEPARTMENT CONNECTION (FDC) r TREE A BENCH ®PAD MOUNT TRANSFORMER aPAD MOUNT S SWITCH GEAR QM WATER METER PROPER Lih �y lU s Tauber Street R.O.W. Varies i „ , Pro` p`tosed p A arment Building } LANDSCAPE BETWEEN BUILDING AND WALK (typ) DOWN SPOUT PS :l s � O � A y N CD m d 5" CALIPER TREE IN AT -GRADE TREE WELLS WIT TREE GRATES PER CITY STANDARDS ,® AA - FIRE HYDRANT A-010 \ BRICK PAVERS WITH TRUNCATED DOMES IN CONTRASTING AT ALL CURB -RAMPS.., RE:5A3 0 XFMR AND SWITCH 1 GEAR LOCATIONS ? PER CITY ELE TRIG 6' BRICK - - t "HOLLAND STONE" FENCE (7 BY PA\rjESTONE IN RE:14A3 I' i RELOCATE FIRE - 51DEWALK BENCHES `.` RIVER RED BRICK l HYDRANT A-041 (STEELSITES SERIES PAVER a0° 3" CALIPER TREE O ERE HERRINGBONE IN AT -GRADE - MODEL #R5-28 ((o') F6Y PATTEi N ON 4" TREE WELLS WITH STANLEY VICTOR FqR CONCRETE PER TREE 6RATE5 PEi� CITY 5TANDARD 8A5 CITY S f ANDARDS CITY STANDARDS EXiSTIt G DGE OF PAVEMENT BRICK PAVERS _ _ -- """""' ^' WITH TRUNCATED 'OSED NEW CURBL201 �w ,,,,.,,;�. �; H � r' GONTRA5TIN (P , r I �rl Y i 8' WIDE WAL �` r OLD" PROPERTY LINE COLOR AT ALL R4.---.r ,IIIIIIIIIIIII _ URB RAMPS 6' 5TEEL PROPERTY LINE PICKET IIIIIIIIIIIII IIIIII III -� ;� ��. FENCE CITY TRASH OMPAG ` ,- IIIIIIIIIIII I RE:IA5* 12' WIDE NgOD GATEr- cj FIREARTMENT'; :1 KN OX WITH GA CGE55 GARv j BOLLARDS RE: &AS i :�.'. �� _ BOLLARDS ! � ''•� I i n &A3 SUPER C)'-LOOPS., I I, #2175 BIKE-R.AGK5`•.. PROVIDE TOTAL-- �j i ` OF 20 SPACES \ - PER CITY STANDARDS LOT 11 > DALE E. MIZE 1, o ZONE NG- 3 ONE STORY i Proposed _ WOOD FRAME y Garage Fr'=351b1 NON RATED 1 I rn ® �i PARK I NG GARAGE DATA i I I 1 6ZOPERTY LINE TOTAIT OR055 AREA = 50,505 5F o LOTS 8 s, & 10, I, BUILDING HEIGHTS: DS �, BLOCK 4 & LOTS 1-4, �\ ;TWO ONE HALF TIERS '1 BLOCK 22 I1 ,TO TOP OF TOP TIER = 22' 1 CHERRY STREET L.P. TO TOP OF PARAPET = 26' / ZONE NG-3 TO T07 OF STAIR HIP ROOF = 35' � / \ /'` I HE A \ 0 irI ; i I SECOND XFR I , LOCATION PER CITY _ ELECTRIC ! 1.-11 vS - 6STEEL ---- PICKET FENCE u R.E: IA3 c'9 ASHIMMIN6 POOL GATE POOL D5- 02 WITH SELF LATCHING l5 DEVICE WITH RELEASE MECHANISM 54" ABOVE .' - BOTTOM OF GATE EXTERIOR DOOR TO 'j FIRE RISER CLOSET r — ' i FIRE R15ER A ATRIUM i t 03o i - FF=34'7.84 I" OFF PROPERTY LINE F.. m \ PRO ERTY LINK_- 5' PUBLIC, UTILT•IY EASE NT WOOD FE:NGE N. 6' ABOVL RETAINING WALL RE: 2A5 ' A �5 LOT 7 TEXAS A&M LOT 6 ( ASSOC/AT/ON OF : ' TEXASA&M ATION 1 caRn CAM 1EQUIRED Q 7� '°I G \ BAPTIST STUDENT ` ASSOCIAT/ON OF ZONE NG-3 ! BAPTIST STUDENT TWO STORY ZONE NG-3 '` `�, c p WOOD FRAME REVIEWED FOR I BRICK RATEDR COMPLIANCE i - ---------- I MNR 7 DOWN SPOUTS TO DISCHARGE DIRECTLY INTO STORM SENE LANDSCAPE 1`� - _ CIVIL DRAWINGS (typ) BETWEEN BUILDING r'' D5 AND WALK (typ) ,\1 DS typPouT BRICK PAVERS )_ A DS I ( -i j I i - -(� SIDEWALK BENCHES (5TEEL51TE5 SERIES MODEL #RB-28 (6) BY STANLEY VICTOR PER CITY STANDARDS `-"HOLLAND STONE" College Main &AB BY PAVESTONE IN 50' R.O.W. RIVER RED BRICK PAVERS 110° it HERRINGBONE j A �` PATTERN ON 4" CONCRETE PER CITY STANDARDS Site Plan 5Cale: (=20 4" CALIPER TREE IN AT -GRADE \ TREE WELLS WITH TREE GRATES PER - CITY 5TANDARD5 I 'I-- 2 200 LINE NOTE: Tf -15 SITE PLAN 15 NOT INTENDED TO BE USED FOR LAND5C,:-\PE PURPOSES. REFER TIC LANDSCAPE PLAN FOR COMPLETE PLANTING INFORMATION. COLLEGE.STATI®N DEVELO NT SEVICE'S UNIT SCHEDULE ! AI OBR/IB 25 o 472 5F = 11,500 5F ' A2 OBR/IB 4 0 515 5F = 2,060 5F A3 OBR/IB 5 ® 53q 5F = 1,617 5F BI IBR/IB 24 @ 622 5F = 14,a25 5F '3 B3 IBR.//IB 3 0 666 SF 3(Clg8 5F = GI 2E3R//2B G2 25R/2B 40 4 (P 152 5F = 37,250 5F ® a54 5F = 5,136 SF 107 UNITS = 61,0112 5F COMMON SPACE = 25,674 5F TOTAL GR055 AREA = 14,766 5F PARKING PROVIDED 150, GARAGE SPACES DEN51 T"r - 107/1.41 = 76.4 UA >r i H I L L USG. F R A N K ■ ■ A R C H I T E C T S • � Akc ��REE. �--I 7•S 557B P yT� FEB. 15, 2007 C 00 0^C:'`�X A U. o o -- U CU oo VJ 4) O T' o 0 The Factory 418 College Main College Station, Texas 77840 Legal Description: LOTS 8, 9, & 10, BLOCK 4 LOTS 1-4, BLOCK 22 W. C. BOYETT ESTATE PARTITION VOLUME 100, PAGE 440 COLLEGE STATION, BRAZOS COUNTY, TEXAS Total Site Area: ' .41 Acres I caner: herry Street, L.P. 1710 Droxford Houston, TX 77008 (713) 782-7799 Ext. 7 Architect: Hill & Frank, Inc. 1800 St. James Place, Suite 205 Houston, TX 77056 (713) 877-1274 Civil Engineer: Binkley & Barfield, Inc. 1710 Seamist Drive Houston, TX 77008 (713)869-3433 Structural Engineer: SCA Consulting Engineers 12511 Emily Court Sugar Land, TX 77478 (713) 779-7252 Mechanical, Electrical & Plumbing: Raymond Engineering, Inc. 32938 Tamina Road Magnolia, TX 77354 (281)440-7211 2 FEB. 15, 2007 CITY COMMENTS LFEB. 1\ 7, 2007 z CITY COMMENTS LI JAN. 26, 2007 CITY COMMENTS Project: 06454 Date:):5,,:2007 NORTH :J 2 U Gopyr~;c�'rit 20Ob rlil i i�rr�nk, Ins. ')'h ee t 0, The Drawings, Specifications and other documents r ,. = g , p nts prepared b the Architect for this Project are instruments of the Architects service for use sol I e Architect shall - - 't _ ,.r ,. ,_ , y J ey with respect to this Project, and the be deemed the author.... of these documents and shall rercin ill common law, statutory and other reserved rights, inc,ludin the r.o� ri ht. Tire. Owner- sham be permitted k� ic-� i ���„tin -r. r': ,,:ram ��� �� 'h ry 9 9 fy 9 p t . _ retain cop .,, n_ e r ep, ..._ ,c;.nf r e n..,.c.:a....a ri:.......:....... c '<• a• ,....,� .,ac.,._ .a,.,....,.... —a,., r.. _... _ .._ .., at, at. n � � _ , . .. 1 ,.. x., :.. .-1,,. r.� .. :- .. 11.; ,. ,. ,J -!.. .� ..>. ,.. ,. •, .:.. -� _... _ ... !_. .. ... .. ... ._ c.. - r- rr_ ._ n. i _. ., r_._ _ r r• cr 2 5' Gedor Board bates on 2" Anale Frame n :., I Cement Wash Capes Soldier Course Truss Type Wall Reinf. Every Second GMU Course Fill Cell With Concrete ;ry °ley Rebar Locations �0 r 8" GMU 1Z __ _ _....._... 16'-6" 16'-6" � Rear - 60'+ ®Side � 4 - #4 Bars - w/ 1/4" Ties . ®18" OG 2 I C� Brick Fence Elevations 14 !! Scale: 3 - #4 Bars tt- w/ 3 ties 12 Dia Shaft 13 Brick Fence Section Scale: r \ 10' ON COLLEGE MAIN A24" THICK CON,:,RE #5 BARS ® 12" O.G. E.W. i i3/4" BAR I'-b" LONG ® - � «g enrzs ®I2• oc. Ergs" o.c. - wRAP oNE END "HOLLAND I� RI'YER RED It I5# Fr - BRICK PA\/ER5 ON SAND FILL. /` SC R I" JOINT EXPANSION JOINT ASPHALTIC EXPAN510N 101 r,.. SCORE .1rINT SPACED 30' O.G. / sPAGED 5'-O° O.c. JOINT SEAL OM51NEV CURB GUTTER . 5TI-01 RE: 7A5 i/4" R \\ — s-- :�VE COMPACTED SAND FILL-\ NOTE: TYPE G EXPANSION \\\ - 1 JOINTS IN CURB $ GUTTER Sidewalk and \ •\ ' ;�)� "' �� \\\�\��� SHALL BE SPACED AT A Interior to ri O r ! �•� Public Sidewalk i.;--=,��.<\•�-\,,-\ ,\\.-. Under Brick Pavers MAXIMUM DISTANCE OF 60 Public Sidewalk i Curb Detail APART AND AT ALL RADIUS Scale: I"=1'-O"8 POINTS, P.T.'S, AND P.G.'S. TYPE } HOT -DIPPED GALV. - Scale: 3/4 -I O "B" CONTRACTION JOINTS IN 6 — 57D. PIPE FILLED iW 250o psi GONG. �. CURB AND GUTTER SHALL BE -CRowN TOP \ SPACED A MAXIMUM DISTANCE �,_O„ OF 10' APART. A2 2 -O NOTE: Entire width and depth of ramps shall consist of 6 I SLOPE CONG I" black pavers with raised truncated domes with a diameter �AT BASE o of nom. 0.1", a height of nom. 0.211 and spacing of nom. 2.35" \ - 3 R 1/4 R 0 \ Conc. Walk O O o "CJUOLO� oU�Co) (,0 u 3 , _ O O v cJ, J OO O - 4 I \ o.'o J 0 00000 000000r ooco `)`�o 0ooc000`) O r J` O O O'0-O n�L)�-1 O, #4 BARS 4!! ' e" Conc. Waik JOO`_00`�Oc�O0 0000 U._)o0 0 0 0 0 0 0 I I/2' 5" I i/2" O O t) n) O Qi n O O O O O: �.� O ,.) 0 O O 3/4" x 18" SMOOTH o c c o" o 0 0 0- o , era o 0 0= o o c Conc. Walk EXPANSION DOWELS i FILL HOLE VV7 &ROUT is ICE ope Max ' ' O o _ o 0 �`-- 1'_6" -----� 171 I/2" o { 0`' O i C ,. • O�' ��� O O O O O 0 O O O FJ�tp�pM 0 c_7. O O O O O n00<7r00C �,,( Co8 JJOO O J O 1SANGHORI'-b"LONG O``:�:,r-,`• �v<y000p0C 0' ferry �000 t>O!] O 00000000000 J`'0 J_O C O O' O`O O U, O C? O 0 o h o Standard City of College Station b" 2 PER BLOCK -'v v ' 0 O O O O O O ,, O O O O ,3- — 1 i/Z• o, o o 0 o c` o o v o o 0 0 0 0. o c> PAVINS SURFACE n O,. v o 0 0 ;, o .� O c o ., o 0 0 0 0 Combin d C b& G t B II d D t 'I 7 6 � t� i e ur u ter Section O ar a a� o` �o°c . Scale: 3/4"=1'-O" Scale: NT5 �---- 5' Min. See Plan ' __�� -- 5 Min. ---� �• 61-01, MAX. Wheel Stop Detail Curb loam Detail Pose �.. - I p Scale: I..=1. 011 REVIEWED FOR 4 Scale: • NT5 PAIN D IX6 CEDAR PICK TS ALYINIZED X4 POSTS 6' O.G. O 0 POOL SIDE 2X4 TREATED xl2--> FINISHED GRADE FINISHED GRADE —I_ N 1 CONCRETE RETAININS WALL 3 Wood Fence Section Scale: 1/2'*'-0" < CONCRETE RETAINING WALL FINISHED GRADE —f 2 Wood Fence Elevation Scale: COMPLIANCE 7ff MAR 2 7 2007 100 COLLEGE STATION DEVELOPMENT SERVICES (ol-all MAX. 6-0" MAX. 6-0" MAX. 6-0" MAX. 6'-O" MAX. 6'-011 MAX. 1/2" FAINTEM SOLID I I "X 5/4" 16 6A. I 1/2"X 1 1/211 PAIN D I STEEL PICKETS @ 4" O.G. `P INTED STEEL CHAN ELS STEEL TUBE =P d" n r. - 11=,- r- Mnwm1 1' 3 1/2" SQUARE PAINTED I 1/2"X 3/4" 16 6A. , TUBULAR STEEL POST PAINTED STEEL CHANNEL m t� TYPICAL C:ONGRET/ WELDED GAPS (typ) LEGS DOWN 21 FOOTING I' O" 1 Steel Fence Elevation Scale: 1/4'*'-0" SELF GLOSINS HINGES 0 Gopyrlght 2006 Hill $ Frank, Inc. The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the outh<� of these documents an 1 •' `' •_ „_ . ._ , T, , r d shall retain all common law, statutory and other reserved rights, includin th9. _ 9 e copy The Owner shall be pern;itted. to rt tpin 6Qgi s, it-ioludin re- ro r ' f ii_. .Fi i F_.. _ � p rs�ihle e>c�pieu, �, the H I L L F R A N K ■ ■ ■ A R C H I T E C T S • C ICU W ♦J nC W EO LL C vJ ��CCM 1111110C -E-a .0 0 r 2 FEB. 15, 2007 G I TY COMMENTS FEB. 7, 2007 CITY COMMENTS JAN. 26, 2007 1 G I TY COMMENTS NOY. 30, 2006 PERMIT ISSUE Project: 06434 Date: FEB. 15, 200-1 A3 Sheet of wwrwNw�riw� MAW Am. ... 604iiii Xs"":Iwow: - � �� � :� ♦a►»aras► asr►►«►a ar«s� .. .. .. �.�� �. : eKsa♦u►usY»►a4►k#ss►aRaAr►re � . �rE'�t. .. {f f tt i� �3/ .aR R� l.�Y 3,�,,�.t '. u. 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AH djt h h 11 be b= i! thd be We �40: fit I d did �All t 'd d aur-16"''t- h- h tl fk:� s: a: rem 14 q.. �All . .... ...... t h 1: 'I d; d b: th A 21': W pr' 'All ............ . . ... irr e.:. r A:UIC t b 'Ie's out, atk Volvo's t .06 Vd1V t, Igo. his c q . . .. ... . . . . . .. . ......... ... . .... .. . ... . .... .. 12� The I U_n C t 1 f 1: K wi:th, 1i h 6d* Tor a Of om bnents::,;s.0 d t ht .... .... 1,46 0whe en S� t H - :... :� carry Womat n oper w�:�� jne5. Wnt 6h&[ di pm ... . .. ... . .......... . ... .... por ................. . ........... .. ... . . . ..... . ........... fan 7- 7' 7­ 10 Z a I -15.66 CFS 100 YEAR PROP. 0 10 20 30.�\ r� \` MINUTESIlk DRAINAGE CALCULATIONS nN4 ��` \\ GENERAL Datum is GPS Monument #10 Site is outside 100 year flood hazard zone located in Burton Creek Watershed 1 (Figure II-1 of B/CS Uniform Design Guidelines) DENTENTION CRITERIA - Peak discharge from site is limited to 10 year existing discharge • 100 year flow on developed site must be detained EXISTING CONDITIONS Total Site = 61,868 SF Impervious = 19,221 SF Pervious = 42,647 SF % Impervious = 31.0 PROPOSED CONDITIONS Total Site = 62,863 SF (After ROW Exchange) Impervious = 57,530 SF Pervious = 5,333 SF % Impervious = 91.5 DRAINAGE CRITERIA 1. Bryan/College Station Uniform Guidelines - Streets and Alleys (Jan 2005). 2. B/CS Unified Design Guideline Manual (Revised 2005) EXISTING STORM DRAINAGE PEAK FLOW Q - CIA 1 -> 3% Slope C = 0.65 Time of Concentration: 300 LF Sheet flow 0.25-0.5fps Use 10 minute Tc Using Figure III-1, 1 = 8.35 inch / hour Q 10 year = 0.65 (8.35) 1.42 acre Existing = 7.70 CFS 24 Hour Volume = 7.4" x 61,868 SF (10 year) 12 38,152 CF PROPOSED STORM DRAINAGE PEAK FLOW Q = CIA Slope -+ 3% Slope C = 0.75 Time of Concentration: Use 10 minute Using Figure II-1, 1 = 12.50 inch /hour Q 100 year = 0.87 x 12.50 inch x 1.44 acres Proposed = 15.66 CFS 24 Hour Volume = 11" x 62,863 SF (100 year) 12 57,624 CF NO. REVISION DATE 1 CITY COMMENTS 2/6/07 64 1). CULATIONS 10 YEAR PROPOSED SITE DRAINAGE TIME OF DRAINAGE AREA CONCENTRATION RUNOFF COEF INTENSITY Q AREA (S.f.) (MIN) ») ((NCH/HR) (CFS) 1� 23,375 10 - 0.90 8.35 4.03 O2,450 10 0.90 8.35 0.44 3 2,545 10 0.90 8.35 0.44 O7,483 10 0.70 8.35 1.00 5O 24,840 10 0.90 8.35 - 4.29 O1,150 10 0.85 8.35 0.19 O1,020 10 0.85 8.35 0.17 TOTAL 62,863 - - - * MAXIMUM DETENTION STRUCTURE DISCHARGE TO CHERRY STREET INLETS = 7.70 CFS 30 10 60 0 NIV210 X'TdM301S 3did '1'0 „9 �t�1��►3 � �'►i®� aNb MOM 03SOdO?ld alb 31VNIG21000 11bHS 21010d�I1N00 3H1 ®,iv',°. `K11bN0111a0b "S3N11 213MOd ab3H83A0 a3ZI083N3 8b3N S3111N10b N0110n2J1SN00 ON108V938 SNOI1b1nO38 1"3a33 ONb 31b1S 7 Z �dW "S302103 UI0 �,9 � 11b HIM KldW00 01 8010b81N00 3H1 30 1111J81SNOdS321 3H1 SI 11 '9 SNIVM301S a3SOd02Jd aNIH38 a31b00138 38 llbHS S8313N 2131bM T L 'Sb3dV a3nbd �DH10 210 S3NI3 eNn0 3Hl ONOJl38 9 GN31X3 11bHS \ wao, 0 'S�11bM3GlS a3SOdO8d 3Hi aNIH38 Sb321b 1b21n10n�11S 3H1 30 S11WIl 3H1 'L-0 133HS NO ZO—ZS 11b13a \ ®� `���a31b001321 38 11bHS SNOTS aNb S3X08lIbW Sd313W SbO 11b Z L 01 DNia�l000b a3HSildW000b 38 11bHS Sb38v 1b21n10n8iS NIH11M ® N0110n�11SN00 S3HON381 1lb 30 ON11113�10b8 3H1=ON1111J�10b8 aNb ONIHON38i .5 ONidna sdnOH 9 NVH1 38OW 803 S30N301S38 01 SS300b 'd iNVd—ens 9Z6 L 18Vd 8J:D 6Z (18baNblS 'b"H'S'0 1181HO8d lON 11bHS 2J010d?11NOO 3Hi 30 iNViS H11M 30NVGdO:DOV NI 38 11bHS SiN3W38inO38 kDJVS HON38i 1� 3H1 01 80Wd Z133NION3 3Hi 01 (S301/00 108iN00 0133`d8i IN21031Nn 'NOIln111S8nS JWb aOJ d33NION3 ),D:D \ 30 1bnN`dW 1N388f10 3H1 HIM 30Nba21000b NI) dOl b imenS 3H1 WOW 1b/�Oaddb N3-Lil8M NIb180 11VHS NOi V?�1N00 3H1 `SNbld \ zo•ca£ M \ 1ldHS 8010b81N00 3Hi 'Sb3dV 013Jb8i �Jb3N 80 NI ONIMOM 311HM 3S3H1 NI 031VOICINI S1b1831bW N0110n8iSN00 3H1 ONISn 30 n311 NI "£ 05•L \ (GADN) '13 £9'9-b£ :N011b/313 SdO S (d01) Nbld 108iN00 0133bNi b NIbiNIbW 11bHS 2i01:DV8iNO0 3H1 l L 'NOI1b1S „9£ ,SO .99Z N SI 'SS300b av-ln01H3n 80 Nbl?a1S303d iN3A38d 01 3031100 30 833NION3 U10 3Hi 30 33b1S 3Hi H11M G31VN1a2J000 Lo S'c� 83M01 Olab?� NO 1H0il a38 JO 831N30 Ol 30N383338 H1nWIZb a121O -v 03ab012�db8 k183dO8d Al 1HOIN83AO N3dO 1331 38 AVIN S3HON32li •O L • 38 11bHS NOliO3dSNl llb "N0110ndlSN00 13381S aNb 3ObNlb�la °S0S s' Z61-'•b899•b5£=31VNICId000 k '£ '08Vk 1N30bf ab 3Hl NI aNn03 1bHi S3H01bW `d3M3S `2131VM 803 SNOIlb013103dS aNb Sllbl3a GaVGNblS oo' L£9.0LZL LZOL=31VNI(18000 X "Z 1bH1 aOS 3AI303z1 7VHS N0110n8iSN00 ),8 a3SOdX3 lIOS 11b 6 NOIlb1S 3031100 30 ).110 1N32121n0 3H1 HIM 30Nba21000b NI 38 __A '•b66 L NI a3HS118biS3 OLL '03Sn SI 11 HOIHM NI W311 3H1 Ol JkdviciiSBnS 0321301SN00 38 1lbHS llbHS N0110n8iSN00 11b `SNVrld 3Hi NO NMOHS 3SIM2i3H10 SS31Nn Z �w 9'Li� 9� � a \ 'ON 1N3WnNOW 1O11N0 1biNODWH NOI1blS 3031100 30 .1, O 30 W3il a18 31V8Vd3S b Sb a31311N301 lON dOGV1 aNb SlVlc331Wq 7b 8 LL£9--V•b£-009— L ® SS31 Ola 10b1N00 NO111SOd 3H1 NOdn 03Sb8 3NV aNb 3NOZ lb�J1N30 `£9—abN `W31SAS Sb a3ln8 38 11bHS SNbld 3H1 'S311111in aNnO89?J3aNn ONIISIX3 llb 30 NOIlbOOI 10bX3 `1n000 SNOI1b1313dS Nb SNd N33M38 N01101dd1N00 b 323HM 3H1 J�181SNOdS323H1 38 bHS 1131VNIG8000 SVX31 3H1 01 d333Z1 S31VNlMJ003 aNb SONINV38 01'� \ W31SJ.S ON1db38 30 NIO1210 :S310N N0110nd1SN00 Sn03Nb1130SIW s£lis£. v llVM ONINIV138 S•OS o l'L� 0'S6 ,-V=„ t :31VOS £s•s 0'L� a —a N01103S + 909 £r•sa£ 8 OdOL- Z=„ t :31VOS0'OS 11b.L3a 1lbM ONINIb1321 313aDNO3 '3N1321S3an1Onas01IN3130 N31VMWb01 Zt ® Says ti� OL' 0.S 03SOdO8d 3s o1 M S TroZ'tS o031VMS 03SOdOad ss lS 9'9t L9' L 92 =3JJ 3.lV a'd.J 0L'9i��=o1 L791 LL"9•b£ 'A 13 00'LV£ n313 ON1AWd 31VMs \ 03SOd08d :D t'9te'9 •b• S \ 6'tS \ 8 S .t=. t 31VOS - 0-0 N01103S MOld J O N O UO- d I a '� �` 9g•Sb£=01 8 -��dMS aI]SOdO(\Jd ... _... _... \\ \\ z96r£ \ \ Z'09 9� 1'04, s _ ONla ine a�SOdO�Id \ a e«£/ • \ \ � 0'tS 0•� 0 S� N 1-1 10�1 O N IlS I X� ��. s'6•� �\ .6 L'6t� �w �l/ LT L5£ 'A313 3 131N1 31V89 /"� JlbM3�l�la ,Z L ♦\ `�i 61•s� o'L� �.9� .'' \ ® L / 30NV8iN3 . 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SHEET C-T. a� T RCO ECT1N LET a• , 10' 60' EXISTING LOT LINES \ FL=337.82 \ 's ®7 .70 cs \` o' 30' PROPOSED BUILDING L 1 40.78 0 \\ \ \\ - — — - PROPOSED 60" HDPE N 12 4.00' \ BURIED DETENTION STRUCTURES =346.50 \ TG=347.75 \ �\ \ INV=337.90 \ - -341.45 PROPOSED 10" PVC ROOF DRAIN \ — — — — — - )" PVC ao� \� \ COLLECTOR 0.30% os �FL=338. 54� \ �, \� p MAINTENANCE RISER RIM=3140, 46. \ ♦ I TG=346.30 \ ACRES ®� �♦ INv=341.85 \\.., DRAINAGE AREA AND DESIGN FLOW ♦®� i 4 �� CFS ®♦ A 7'N10" Pvc ® 0.30% TG=345.85 \ ` INV=338.24 PARKING \ �t, / 0.285 1%, ' j ?N GARAGE F +i♦ FFE=351.67 \ '\ 2.15 ; 1 \ TG=346.10 \ . INv=341.86 .. RIM=346.50 \ `y :. \ FL-339 82 " , ♦ 12" INV=341 93 t \ - 11.14 N6 PVC s. ® 0.30% 362• ♦ 12" GARAGE `.' FL=341.91 sp ® DRAIN OUTLET \ ` °�`Ff \ \ ®p' ® INv.=341.98 \ s \ p ~/p. / \/ s -10 PVC \\ THE FACTORY \ '�s• \ CONNEC To \ APARTMENT \ ®ti, BACK OF \ oo� PROJECT \ \\s� sA FFE=347.84 \\ 345 jar PV C STUBS \ \\ TO POOL DRAIN OS \\ °s FL=340.24 Os 340 ORIFICE CALCULATION 10 YEAR FLOW = 7.70 CFS ,Y D = Q-(J)/(2.25h-(})) D = 7.70-(I)/i2.25*(5')-(J)) 0.y'•y D = 0.82' = 9.90" - USE 10 INCH 0 RESTRICTOR ORIFICE NO. REVISION DATE CITY COMMENTS 2/6/07 oo (DO 11 +m Z �D _Cn z w d- _ _ _ � � I i 62 —1 S'r HDPE STORM SWR 00.30% i 1 r I r I M E C 011En in � �r rIM MAd tj� � I il• W il• �U) wZ wZ M I g FELA- Q'� 340 IEVIEWED FO COMPLIANCE MAR 2 712007 ,OLLEGE STATION SECT/ON A --A 0+00 1 +00 :SCALE.• NONE STORM SEWER /N PU I -IC R♦GHT OF WAY _ PLAN & RROF/LE SCALE• 17F30' "0 Project Na. P4ti ..........F�Scale: 1 "=30' THE FACTORY APARTMENT PROJECT 118200 Binkley- Drawing No. -&B ARLSON Dwn., By: BDC Date: 06-16-06' a 1 P RADAKOR,L.L.C. NNN rwNrrrr..rrruuuNrrrr r uru -.0 36793 consultingn I �..� o._ STORM SEWER & DETENTION PLAN sheet e g veers o f �.: S �y - � E Zkd..B .: GAC Date.- 10 16 061710 Seamist Dnv - -Y e Houston, Texas 77008 PH. 713.869 3433 s a W E w w 0 a 0 cr a (D 0 0- ! I . " -------------------- GROUT FILL _ , a F , , 30 20 op 30, I -- ----- - — -- _' r EXIST. STUB -,�`�� � -- f ` 1 ► — I _ _ �131 —/ •. _ ..... _ ryry h a �_4i SCALE: 1 "=30' ..� i.l�. .—.... i..—..iti—.+—..—.. ..—..—..—..1. a2+oo_ -- - -----PROP. 6" SAN. SEWER FU URE 6" SAN. SEWER —�-■- tLOPEmR i , Y3 2 Eta o o LEGEND "" -- - __ j - _ 135+00 i ' — __..._____ -•. � _b . `—T' - -.-- - _ 134+�0o TAUBER STREET IMPROVEMENTS _ - - - - - - - � PROJECT BASELINE "c� ....a... .....�:......,....., o.,,... EXISTING BUILDING 6 -- -- ............... — EXISTING R.O.W. — . 2 I _�1�,��._��: ; EXISTING LOT LINE EXISTING 6" SANITARY • �._. � EXISTING 8" WATER1. EXISTING 6" WATER f f "• g ��t''.-- . EXISTING 2 WATER EXIST. FIRE w ( r I �_ . _ _ _ . .._,; w.. .. HYDRANT W r .: <� rZm • I I e 1 EXISTING WATER SERVICE �� m u. ct—' I 16 EXISTING GAS EXISTING STORM THE FACTORY PARKING GARAG ;l FFE 351.67 im I _ EXISTING PAVEMENT ol APARTMENT I PROJECT I i I 1 — EXISTING CLEAN OUT 1. V' = I = I FFE 347.84 I I _ PROPOSED BUILDING EUA ISO PROPOSED SANITARY P p VL I PROPOSED MANHOLE t EXIST. M.H. I I( I 341.96 Ima RA A AA PROPOSED BURIEDB e B B 1 ELECTRIC CONDUIT PROPOSED METER LOCATION -J NOTES: 1. ANY WATER LINES UNDER CONCRETE PAVEMENT SHALL BE 1 ' TYPE K COPPER. r P z 2. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 3. LAYOUT OF BURIED ELECTRICAL CONDUIT IS TENTATIVE. CONTRACTOR SHALL INSTALL IN ACCORDANCE WITH CITY d` OF COLLEGE STATION APPROVED ELECTRICAL REMOVAL 1 ? —� t q AND INSTALLATION PLANS. V, 1 M EXIST. FIRE # 4 ! 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W / A NOTE: 1. VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. 2. ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. 3. EXTENSIONS SHALL BE A MINIMUM OF ONE (1) FOOT LONG. VALVE BOX PER SPECS. 6" A •e 2" SQUARE AWWA NUT EXTENSION WITH �— CENTERING COLLAR. TERMINATE 4' TO 5' FROM TOP OF BOX. STD. GATE VALVE W/STAINLESS STEEL BOLTS PVC ORD.I. PIPE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. NO. REVISION 01 CITY COMMENTS VVM IL_r\ WINE - DATE 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. "'^ ^""" °c GUTTER 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) (SEE NOTE 1) WATER. CROSSING STEEL CASING_%' THE ENGI' AS REQUIRED CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL URBAN' CITY STREET CROSSING STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS .(SIDEWALKS,: STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 2 IN W4-03) , OR ,EXCAVATED SOIL COMPACTED B/C G� 5' TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +47o WET OF OPTIMUM (OPTION NO. 1 IN W4-02) OF JG PAVEMENT AREAS I B/C b. aftEWA Ilk' 5' STRUCTURAL BACKFILL AREA W4-03 ORIGINAL GROUND IN FUTURE STREET - A0 SELECT MATERIAL AREA MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF PLACE METAL DETECTOR ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) TAPE AT 12"-18" DEPTH. INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON—STRUCTURAL AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A A0 SELECT MATERIAL MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN © (MANUALLY OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. t ,- s,.: CONSOLIDATE © GRANULAR MATERIAL AT OPTIMUM MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MOISTURE) „ ;; �f�r.�;:�a�� OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4 z ' ' `` ' { '" MATERIAL AND WHICH, WHEN TESTED BY STANDARD �- UNDISTURBED SOIL LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: PIPE MAXIMUM LIQUID LIMIT 45 O.D. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6" MIN./12" MAX. MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. OPTION -NO. 1 © CEMENT STABILIZED SAND NOTES: 1. ORIGINAL GROUND OR FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS BOTTOM OF SUB —GRADE SEE DETAILS FOR OPEN CUT STREETS. IN FUTURE STREET AREA PLACE METAL DETECTOR 2. All bedding & installation of PVC pipe shall be in accordance TAPE AT 12" — 18" DEPTH. to ANSI/AWWA Standards for PVC Pipe. 3. All bedding & installation of Ductile Iron pipe shall be in accordance to .ANSI/AWWA C150/A21.50. 2' r.. 4. Compaction shall be attained by mechanical tamping. SELECT MATERIAL 5. Relative compaction shall be tested in the presence of the City Engineer. CEMENT STABILIZED SAND 6. Dust resulting from the Contractor's performance of the work, " " _=»Y`?" ` either inside or outside the right of way, shall be controlled b 6 —12 � •w �� �'• 9 Y• Y f ~ ~®(MANUALLY the Contractor. `w y j4 CONSOLIDATE 7. All trenches shall be back filled and temporary paving or plating eti placed at the end of each working day. „tea AT OPTIMUM MOISTURE) S. See "Open Cut Details" ST4-00, ST4-01 & ST4-02 4 PIPE UNDISTURBED SOIL O.D. 6" MIN./12" , MAX. BEDDING AND TRENCH FOR DI PIPE OPTION NO. 2 & PVC PIPE WITHIN NON-STRUCTURAL �o O o to 0° LAJ L, i 1 1 C7CSS SI •O-F --' i ) ROBS S,I CPS CRUS`C SLCY� D V h_ . :J •: , 1:: •rt rt. , r �•r • r. F'r ^r TH S DOES NOT T,,ar ,E '•ITC . L,_U •T DP,.^Jr•hb::E 2L_'LII;_'JLN _ - UL•'.MS MAN UL 1'_0_I<LD J_ sIU- L'i IIIL .t T•. ,w, -•, - .,� era ^I ..r-' r,- i?. r P R T A- D SIDEWALK SLOPE REQUIREMENTS SW I-00 STR.C•TURAL STEEL 9' rJ L 'J VI',4JM I:' U,(;. M1^A F40! 3 ' C: C � 4' �<2'>.1f1E" S-?UOT_RA1 =-___ TLF_Ih1C 4', :'1T iT'IhCTLR.�_ '�' `1-I'y"xiil S--UCTIF.�L STE=_ TUSIN:-- S-EELS-UEI'•.0 `-SC= C'3'•INCCTIOK �C-rJL TYPICAI, PEDESTR� Da_B L- GUARDRAIL. CO•NNECT1(ONDEZAIL SW1-01 GENERAL NOTES: ,^LL 'P z;,S Y:-LKL t'•:S hl; V_C,z.It,I C•N 14 CP*;,�S :::i';LN. I-+`Y= ALL% 3,F.L- '.,CNSIRLC•II r14 FHAJ I F.F AIiFCIba F Y R ^,Ch: �,:F-DFn O= HmT O' .J C-Fr) AfJr wAT=F, _: ,P.-II .P.C:,'-H S FSTAR S-FO. IN D=:%= ')=Fri ..^RF,^5 WH=R= GR.^.i' IS=P.=5FFJT. =I OC< SO: wl RF PFO,.I FD. RAR=7 V-Fr,3 S-!J 1 UL SLLU_U U; 6111111 U.;(1- :/I LISI UI'iiUPJ:^4C_• APPh.CV ED EH.�S GN C: rJ I RJL t; t %SURFS M_S I RE 11. ,"LLLD J J=1'• iC I -t E •• RE I l :i_ I HA I _PY I - h!S EEC% 3N'C� 3'= GG1`I3TR_CTIZ)r•1 %r•JC -.I �T.^.Y I', P_",C- UA-IL /.GGC'TAG_C '•,EG__ ATI:'C GROW- FSTAR IFH=D AF-FF 'C;NFTR,.C'T0IJ IS C.CM=1F-F AN7 THF4 R=MO I'; _ :.Cf4TF.1!-t:T.-JR.. ALL EROSC•14 CONTRA_ klEASUR-cS SHOU_D 9E CLE.44ED 0= SL- AF-ER EVEzY RAN S..I' ACL 1\1:311 'YII I;S IUL Lll!_M_ FU_L 'd'IC•--1 AND D==--1 OF "U?8 RA:1PS 3H.a__ -AVE LI:- IT �CrL -'d- :-,AU1- AC TCXTU_ZC TI .4 CJ•.-RASTS V1TH T-A- OF 41JCINP.G P=DFS,TP:% R7 :d,^J?'•.1'd; �_.I:I ,:.L AIL}__ UL ^J'i RLU 1.4 CU_1t. •• UA:XNAL U &i i4l.11'o NI II I LAV_C *AUL}3 S-A_L HAVE AT LE;-' ST A. 2�" LCNC =ECMENT ^.F R IRHT CORP. ii.:,T=D 'ild FL'-:H Sn= CF THE CLRB R.*4 A= ANC WITH N -HE r+ P": :> S O �F W:T TO F•i" C=Fn 2""? 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TH_ PN� LLE_ :E-LUL4• FRA:'E_ _ -H. • L _ ,a % S I_ O.C. � ._ 1 > GL Cl , . 4 R •, � .. , 0 3 N. ; _ _ _ r _, „ -; •, tC:.ATED S;;-Er,\'i C-EASct � C' MEN � ---�-:':d?t. ,,,- q: SF.1D_. _P,E S ON S-IEET...r ...D 4 IROIC..TE THE 1. hL MLA ALLt.,. _LL �L_,.S SLOP- u ., _IU_6. _< .,U C..I,U h J•,t S �... �I 1J t.1 AP=RC"Wr LO ATICt•1 FCR TFE D=TEOAB_ t4ARNNC dAX.- t _,LRFv -0. E C _1 P,B - RAP T_. E. - i. CU 3 P.+.d'S S:ITH P,=TURFIc� CURBS AA BE Sc; •PI_ WHE E 'EDEE 4L 45 ..- r----'._ " 1 a �--tip*, I _ y'^LI n ':OT '•.OR.HF Y WAI t: ACROSS TFF R.411 FR R .. L.,F THE ;,G_A-. NT TYPICAL PLACEMENT OF DETECTABLE WARNING S: DETECTIELE 4?F'=1N� S RF:��ES S _ALL 8= f a1Nl'dUla IF-E, IN SURFACE IS PLWITINC CR C-H=F. NCN-V,ALKF-.G SUR=AC-_ OR ?ECA,USE TFE SICE —� -c -= DE--H It THE -`.1-ECTIJt. CF oED=S ?I -AI: TRA:=-,AND _x E:D H_ •, u• : •} , t• .. 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CPY W1-51 JL "4 R . 0 13' J.C. ..,. == SAGO .):)CO7Cti G'+i - LUL-L iL•.LSI-. 1 L Ll1,IJ'_N_ IJ .• MIN h9_M'J E." ;,AU %t ,_ sND?R ;err (4' T-1:11' WIN.) — MAXM,M U 13' 1 RJK L LX ILVIIJ*I L11 IIIL I :!:_ CA _'Ullu. .,c r. _ _: r r -- - .'JL ,_ LJLS ,7•J tLI LG_ PJ:L: 1 L H_,I%•.. _IL.U_C JL !, 1{ IdJM L.Nt) LJ•lcusu _ wr_, � U UJv:L_ %•.4U 11%,vL C:, ��Y SO S-- FI':ISH NC E GETECTAEIE :FA•l?':IMO S_RFn..E_ A'A`( B_ GUTTED rLt.NC THE !. 1.. b ^ ='•-U JF GAF CS I' ?t b' =hJ la t3fK. -- v _ r,)?NFR P,ADL.S. 0= o' AID=. M Iy•S SHO-L❑ IRE ?ES0,,E] -0 PF'CV D= ACCESSBLE -LSSi _E + �7 SIDEWALK s Lu,cli•,y OVER OR - R1U�I - CM. �y 4' CONCRETE SIDEWALK 0, SIDEWALK IxDUI WNN AN:- A LISI Ol' QJALI IL.) _L LCA!LL SIDEWALK EXPANSION '�',' •' M� E'L -S• 8. CROSSwALK DA'EN 131SI=_, CROSSWALK MaR<,INOS r4C 'STOP B _JCA-ICNS SHALL BE `L '1 15 e:ec:cble r.•crrirg Eur-ace AS SHOWN ELSEWFERE IN T-E P_:,NS. AT NTERSECTIONS WHERE CROSSWALK & CONSTRUCTION JOINT (Joncz to run pa -al: to Mh:<:INL•5 !J?_ NC I{_CJ..IIiLG, CJI?J 1?%A'S :iiLN_L UL % IsNLJ: wllil ill_UcL CAL \ 4" Mu; acJcstr-cn t^Eva) CROSF;w4IS, O� AF ln iP=:.TFR'r --IF F\RNF==. crc uauai + _'t:151 1•a:: _41 ^.ItL:i I11.I -UM1, Willi A4 MAY I?_'Aal'-1 I, I'_1>d: Ut LLS`.i A 4fX R';YxlF#`4i' OTH=FIAIS= S-OWN CN TH= P :,'•S 3' (Iyrcol) 10.HAFd7RWLS ARE '.C- RECUIP,_3 CF. CUR3 zAMPS. =RC`JICE CLR3 ?"hh1FS 71FER.=4ER VARIES ?l�r_Li31JL1 1.13_ L JI.O;SL_ :Y_hJ11 2?.I LS::. 3U?U. +r Z/. Nf•:x,_ I � „^cnrl 1'. mrARAT-_ CUPS rAwr AKD LAr•CIKGS `' rZCM 'J=,C= . S GCWALs: Ards AhJ'f � TI I=? r Yh-'.....7. - r+� FI Ft'FNTS 'lf-- P?F`dt:I D 0= 9OaAD J71NT OF 3i ..Id =5S qT'H==:?SF DP.F-nT= . 6 ' nit �- Facc of E i -HE ENC NEE=. r -1 4y ,2_ YCCLIU_ !::MOJ111 IPA,; 0% ''i11_12L' ill_ CU:U VAMPS CCN\I-Cl IC III_ SIFLLI. O.C.E.W. C•P.j 8 U;. CNCi;_IL TYPICAL PLACEMENT OF DETECTABLE 1-. F ARF SI CPF SH.41 NOT F:':CFFD 1C,' A'FAELIR=D AI O%G .-.URF I IN=. +1 BAP.;; t2 ,£?" O.C.F.w. STRENGTH - 3( vC osi WARNING SURFACE ON SLOPING RAMP RUN ��++ q p F FNISTHICNOT sW2-VI SFF FI•JIS- tdJT= '=FN=RA.. \OTFi 5' CONCRETESIDEVlALK �Kr� hDclt_ :•.31LL wi.Y.l',G PAV--P 1`11�i kttl'•-C ALL P=a, 11RFF.iFHTS C1= STM n =35, f:.-5,,. I A- IN :. TV.-' R';TV,(-. U-111 LIASK_ 1 WL?`r 1 41 I LI;N 0' 4` .;II?_C I LU. 51x: S' `Tr r10 ;: LAY FU__-SZE UN-S =RST FO__Ji9E7 BY CLOSUF.E UNITS ( _AJJUFJ c T^r\Sh'Tt•1. 1= A- IFAz;T ?5 PFRCFN- O =..11 1)\IT_ t^.UT u I G_ILC ASLL 'WtVNIF 1'?`f_C _141IS LhilN6 A 'UWLJ. �A::', A j• b V8' -3 3:16 ,F^J WIT- Fi:rAJ'1S'CN 3-O' BARES A c t r r:i ',.. i•', (;r 1, r a ;-NC. R=6tR r,?0_N� D.A,'J=R INzE- OIKT ` aTFR.4 . MN. LS'u - r-Date^ wn-nin - + t hir 7 Ji tf 1' � �',: L(P.?. _ _ j a g• ; Fcrer aitt irun-_itatl r IA, %\, r O=TFC-AEI F ?:ARNI ,G -P. •—J ; -.. ccme Sul -ace r ttc% LY. `ANSIGH JJIN - + T:U'IC,`,TCD DO:iC SUkF!CC y - ` DETECTABL WARNING,WAVER j ) and Jcuo P-S 1,1_41UR_D r � + P `ACP,T,R_BED_ Hn__ 'CNF�=M TO } A r -. \ S17F =1 APF , ', + 1 AP=LICABLE SPEC FIOATION2 \ r i 51L:L I _Al L ' c� `• Sdc =fora t + + F; F AOTF ., l ! 1 'D F I :,r- ' '- r :• " A (T"P: ) + CJPI 1 °O_ _O'•, I LI::1 iS U-- �. MA:<. �J r .r!'x(� (T•: ran _ {' -?B CAY CJ\CZE-E �' (T"PICr. -` ` y s,.: I A7 3=t +, IAI::i P 12' C C.L W. UI? STR=N. -ti SIDEWALK CONTRACTION JOINT "1 liPxs a 1U' c.c.t.r. J "' i1( t: MN.i �. SEE FI'`IIS-I ':OTE \__Frye n, 6' v -c - - , tT',rIC.;L: 4 VA'Al 'WIUIII (Tt'PC.°_)> '_rb =FR?? AT— :r -1 !1 : TRUNCATED DOME PATTERN $ CONCRETE SIDEWALK •y' :A,t.<., _tN-:LNILIt � - CURB RAMP =OTH ;?A:== t C^ASS A XN"P,ETE CHA-L CCHFO?M A?FLICAELE S=EC1= CATIO'.S TYPICAL AMBULATORY RAMP W/ CONCRETE SIDEWALK FLARED WINGS DETECTABLE WARNING PAVER (OPTION) SECTIONA A S`+1t1-0 5W2-0 SW2-03 S JRFAZE -11.1 S I SI IALL -CM-L' VATI I TAF 7EQ1 RC AC'•- - FU__ WC-- fj: CEPTH CF CLFE-,'PPS S-,^-L II HT R=FIFCTIt'= VAIU= AND TFXT..P= -HAT SIGNFIC`: Crt•III•'•i_IL WI 11 IIG:I U ^DJCI'4RdG P_JL511'!JJ 1,10JILS. 4YA,PPIN,: SU=FAtlU ';FM 9F nA,RK PF, I`J r(', 71? I i I .. I C_-I'U k'.;1+t; :^. 11 1 _AiLU `ILLS v SHALL -.A,;E AT LEAST A 24' LO'•.0 SE C AENT OF STrid - CLrG LOCATED Crl C.",C I SIDE OF -HE CURS P.Ab'P Pl-7 ;el-4•- Ti-E CRO'35 ,v;. I f+ CP_•_S cLOI- '.CT TC 7P RF I FSi --1.44 1% O' a'•' U: IGN 'i 12r`,41' CI' 1111A14: UP. r ; TO E =EE- P=CP==TI LIE / 'Ant".- / vAR ES y _r + _`............ f......:b RhtNC..............:: S_F.FAC= CU?B -EC--T RESIDENTIAL 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION SW3-� RAMP AT STREET INTERSECTION SW3-01 I r I * FURFACF F N SH SF -Ad I C:)`dli " 'OilTH T-IS R=O,.IP.FA1Fl4TS: -LLL WIUIH AN.; CtPIH J- (;_K8 RAid'S SHALL H?`.;L Q-1T P-F= FCTI:'F VAJ ..F Al-jr) TFY-..P.F THAT iX?NFI, a'-1 Y ZONIP%ul`_ NIT- IH%•I CF-1:-JONN_ =LJL51 1;JJ L:U LS. WARNING SJRFAC'= S-Al I R: DARK P.FD 11 ZCI CP. C!ZGSS SL:J 'L HU I X(;^ _U q +' +1• 0? 3E LESS THA', 1,` N .ANY / Pn:?U',N .-.-FF :.AVP 0=-P- }, �VRITIO\ J Slh:ttl j, i �;r' ter.. _ y?• i ' - %�� .. WIDTH 1:1 WIN. C P.F. Gdfri II i ��, T- CRCScV:,,L< --- SJR P.G_ COMMERCIAL U SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION SW3-03 NO. REVISION DATE CITY COMMENTS 2/6/0 '`JrrA:.E -INSI SIIALL :.Ght'L'f WITH T4S 7G:1Ir?.EA:'.-S= FU__ WIC-- !,t-D CEPTH CF CJFE ?11: P:3 S-.,LL — I Ilf HT PFFI FCT'JE VAI D AND TFXT..R= -HA_ 6' FC CL,-11P%'SI`_- vlIII III,%1 U ALJCIAII`<= P_�LSIR.' 4 k'JUILSJ :41APl,I1`J(F.U?F6GF SFA. RF DA v PFri H ':.') (.P. i s• UTAGCHAL CU tU RAAI'S V:I i i l I LA CLU 51UL`S I - SH•? _ HA': E AT _EAST A '4 ONO SECk EU 07 F:TRAf;-IT .^.UF.R i C('aTFD ,:N=.^,CI- SOD- 0= TH_ CLR3 =AA'P AND :;'-il'. T-E t t, , c re C'•vSS 'S-JP: NO 0 EXCLLD r 1J ^17 3C L-SS THAN '7 CI-1 Ala'( P:'RTiu'. CF F;*,P OF T-AIU'ITIJId r, / ' -:i STREET 1S/ r% rRO'FPTl' NF J LAYID4G V:IrTII y V�ucPa s• 4 SICEW_K i :\ .a VA • �? ' JL I LC 1: LIL_ ` f -- WA?NNC SU+h::•3t Ra._ . CF CU?R - .X1P,3 1-FIGH- ';,^V S (I YY) RESIDENTIAL 4' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION SW3-02. a - - ': RU_5 Y_ N01 C Li ,LLB C'CSS S_O=E NOT TO E%GEED ^Na ()? �F =cS -H:J`I 1. :)N AN-- CUSS S_JP_ NJI IU tx.ULL) OP. ?F I =zS TH:Jd 'i: ON ANY s :• �Lbh,",i;_ IAdIL�II _�I;LL GiiAY_Y allll I."S I•'_:.jJ1:LF.'LFJIS: c c_ c. 1 - � IEF?.CF Ohl.. iH,J . ,M 1 Y b IT TA F,Ff'Il M RF ��'• '{• '_UI?E _ JR BELESS 7H.ZI') :' ON %:'1`f Y•7 ' k ?PJ'P U? IH; NSI IIJN J PJI'-IOU'. (:I �1,",A'P ::: IF:?d�L`iIIION LL :YDTH AND DEPT- •"= CJ=B P•.?'d'S SHAL_ HAVE hU__ VIE' L LEP H OF ..d.P: nH_LL H•".JL r `,•_ -RA -(.PTU^-N 17 RA'Ar- :,R-=1�JcITiiN ,IIO"a - ST -- :i RF j ' -3 STREET _IGF F+th _aC i lVL :• _ t *I,L) I LX LWL IHA1 S _:NIF P:: dI I L T LICHT RCFLCC VALL1_ AFDC TG:TIJR= SIGH-C-*— i v IC S ?k I f :O'•.TRJ:.STS 7f-- HAT OF A:JOINNG AFD=g-?i�i- CONTFPSTc yWITH T� :- 0= ;',DJCI'•IINC PECESTR;-A ROUTES. 1 WAINI\G SIP AC_ :J IALL U_ L:M'? :LL) 1% •:ULJb: :Y FtJNC FUFACF ,,HA RF ')ARK. R=r• N C0 CR. r LINE P?OPE=-Y LI}.E -'RJPaR - _INL CFTFCT.r;R F :4ARh,ltd.^, - r Y SU?FAZE i' '+ —�"y. 4' H'.A?NI'.0 Y %i I i =TF F + It r ' ,' -,•D=TEE-AELE ; S..R-"C- 1. r Y t 25 R. 1 r GlC:J S_J=L h1:J1 IJ L:!C_LU S'I +r -44 P• , I s: P,CSS SLOE 40T TO = XCEED �5 ) r• CR 3E LESS T-AH V ,1':.W1' w ri J `,i.,C4=l 1 i 9 ,-� Sla,'.ALK J y /�� r'' -w- 2: OF 3E _FSS HAN AIJ"' P. PT17', CF = b'F' f1= T?!.\S.ITi^•N -. +',R-OK :JF RA)!P CF. 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U?R H IJN= • t ivlI CHU:;SWALK 4'1J,.3 t: l\. cu lu h' WITH C?OSSS.4 K v i Y 11: 3 a mlra. _ - -- - 3 ` — =--- a -- =' COMMERCIAL W SIDEWALK COMMERCIAL 5' SIDEWALK RESIDENTIAL 4' SIDEWALK SURFAt:F AMBULATORY RAMP AMBULATORY RAMP AMBULATORY RAMP RESIDENTIAL T SIDEWALK AMBULATORY RESIDENTIAL 4' SIDEWALK AMBULATORY AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-� SW4-00n1 IRwn2 SW3-05 r Li_i W E- J o � -" PF F1TAN5 c}7 + -- k:r4 ,_ -1 - :. FA,;T _I fj' Jr -XJST t,G CJ?D 3J--_? f T'f _ "o ' EV' iA :SICN - _ i r . ^ - . _ =y :. +. �010. 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R': ;- AD.D 1=C I'1 --.ACE V C - v:� r' ACCESSIBLE GU-E �z - NEA- SAW CET- 14EAT - I -t,CAT _.:'W CL- � , JAN. � �, r SAW CET• . , -�'J -a- 1'` - ,-�'' .;�!' i• PAP!' OF " ALLEY PAVING �T•.x ..GI, �;,,AAS _CN'JT ' EX15- I` G .:CJ'.3 Q ^L-T=F TJ =r::r , ... — _.. -� . . ... r ... _ . 6 # M.•t T:Vh 2. L a OSS DC --FAO': r-FL ' - t C_T GLCPE. .i 1 i LJTH. t n CD. _ r3_ S _ _ rIrra:., : ; 5T1-05 UKFt:: iG f.FF )- : - : - 4°/") �E='• a SEA_ iArrF.C'rE3 M h I: ' - -, C.'.rafJSION JC. h ri 6„ _ i F• ##t IS •(. SUI YNh - .r. F.'UL i S' ' Ev: *.SICh JONr MATER.AL " �;j • LCFC u.% ,_ R-FIFI: i :3F RESIDENTIAL DRIVEWAY � rf:( REM?:1 IF) >_?'.CE fi` I _; _ I,- ;L 1 H SF >1 F�; < F�JNI TYPICAL STREET CONCRETE APRON C•C :ICaCC > •— = F '_ STD-00 ST2-Ol • #4 ErPS - J••- # =4; 3:,Ps 1 in _ #F , r HAIC- F CF -•:ISI hG -IFF T- FrPA'dSIGV �Dt.-T. 4- , . CIA IFH -I -'�._ •:: hl t :.+.)" -TYPE "l ' e.. = cr .0 Ir F Tdh9OrJ fiC'h=i EP•'J• OF. 13:fE csl t'" !S_C.PE �F...� it;:. �. �. - - - c; : FX':ThK: CUFF..:. f-.)TTFP. '=:N' =T'f %I= -Ca tr �t - TYPICAL COMBINED TYPICAL. WEEPHOLE CURB 1 �J rP ,,. �' ,�,. _,�` T.: FE R_,�•:_�' SPILL CURB V . �,. r. CT p4 n�CS ST1-VJ $TI-04 i)N dt.A^F LL .' NI EXISTING F+r,'-. I _ I t_ C 1 HD c IL J_ '.• •�,. {:, # 4,:IhTAV �% tr,; SEMONAfi _ cKo,� _ JPF - Rc. I rxkJ ISI-0`.; �� RADius rc1N rRCFER-`' '�'- f- -`PE -, I A'J-iJ 4 CF: r RA:.1N Lh_ =CCrD'.Y CD DiJt F.EMOVE CURB I::Wl MIh.N i :<I:)i'F ''i 11A.{. NOT=' FKti 1J(: :iF -' C3 RI !. R _ 341':=S;n ?PRCF. SNA. t EF i J�u ;atJr icW is 1-3.CT V CRAIKACC 'FC Fri'? �'� _ - t4 Z 8" C C. 5 :25 3%Y COVC t=TC r7 i 4 - e FOP. -YQ,�� 1,E:v P.EK-T-1 - 4:55C pt illWe*4 RESCEK-I. •L DP.I.ES _3' FA :J. :` . - !I �LI1T( ,rl _ t.t. J H IF .} .{h,1 hL t%.>:i 'i 1H" 1. -.%Y. A%1F41 I SICE:'t?ih f1 Mtd. Pi C_. -EDGE P.M . CO'TC '%,v'CiCAT - - - -- A'?O AS Y::'3 CJZ3 >Y SJTTCR ` ~ _ CUL 'ERT Ohl'' S Udl 3C i''1 r ti=C ON OI'Ch- J= ti Si/ ` - ------- -- - -- - r,F 4 ALL CHNL1,A NIPLS ;4 Ftlf, "� Ha}v: FI JS I F.^.Y- (:c'J:. - IF 3 TC- M ',==T SCC1Ot4S - .v SAW 7.J-.' SLOPE-' Q.0 SCC- DNS •-�- Oki (6:' SLCU GrE) CR L\ �1 � r :: aT,`';��. '.1` r'-_:-'�; r>-'_,-, 'l ' . Tt - SECTIONAA ________—� .• ; .- • TYP.lL.4CSL DRIVEWAY ENTRANCE - r•rE "G" I:L ♦ EXISTING D - GETTER. E --:PttJ:i UH JOIVL S%:F CL BE RE\'O:ED - ?E'_%:� £TF•EE- SLrrACINO AS hCC3= WITH CULVERT COMMERCIAL DRIVEWAY M-02 M-03 D.., C. .� - __ I 1 U�.` wJ6L< IL ;IV. c FWAC - hi SC:L REF "T I :^; O P� I KAtI;'.'FK:;- HFIV-Iil::F'd-'JI: -_ _ •'' dl6i•J_ CC =L#S 3AF: J6 _ )r t%•: ::.:H At:1-I. CF FN , -:111,4J =C% !I- I KNIT `.V•T_Rlr' # = SA:v CLT J _C"T. PC JD `1, Fxr-l9-p - \ \ CH" IN FX I N'�V ), 3 'k' .. . H' I: - _I Br AT 18" TC G. -� - 6 j' �i H:T'L KCl v::,)" PLATE ' - DEFORF:EC -I. BARS 16' . 18" C.C. TYPE ttDtt LONGITUDINAL JOINT 18, C - `NF V .J:11H I LOIJGIT J=•r,SL JZINTS SHALL 3E RE'<LI?ED OV_'Y Ct•- THE I CO, ( 60, _-:1TCRLIKE 3r TI C '•:_I,IE1T 3 N I`JT:FSCC-I3NS AS DC-.A._CD i LC•'dCITLCIH::_ ?=Ih1rORCCJ,CH-: I 1 T 1 = DARS .% 15 C. -0 O. TANCE'NT SECTIONS TYPICAL JOINT &REINFORCEMENT LAYCJUT FOR CONCRETE PAVEMENT ':!i-, At1ti7::t, _014 1.'.4 F-e:d SR4.10-1 XW__ CAR .3 O X 15 . 1=' J.C. '7`7 fJ(r.-Fx. KLa)nt: rnIFF:-': ^ h C `,rr, OP - "' It SIDE a MET= P -0 3= GRr..•FI "PIES STABUZEC Scm CR ` FI -X F,A '(�—�I :'•FF".CPPr.TC CPC T'rF'C CS OPEN CUT GRAVEL STREET ST4-00 EXIS-IVG CDdCRETE ►^- - ,' ETPEET :iIAJJI_I•_.i SF'tJJ `'r'':%{`''-•.dL^::'' -SEE BE33t•G ;•ET.a1L =C?-J >,- e:- ( SEE 3EDC1''!G DE -AL FOP. k� Li`,CI"TU?3== SOL-% •Ir,?ICS OPEN CUT SEAL COAT] OPEN CUT CONCRETE STREET OVERLAY STREET ST4-Ol ST4-02 =SIDENT1,^•_ 3 L_EC-CP, S:C. r)V E-CIICI, 'aVEMENT 2.1 .HI ,; -- IH F....�' 'hCTH 1 46TFS rl.r-� S=CTK:hS WL_ `JOT 7-0-PE "''C vCi':1•rS '%R:LL=L I(! POW SI H'. (:1 t NI S. �. g-:)J IJF �'i SF.n I Mit- a.SNHF NHIk1- ` A7.,' )L: C W (SEC T/0_0 rn I :.;;I FA IJ I:S tJ t.l '- 'rA=L•'•3J= EDGE TO EDGE __ -ABLE.- w (SEE 'dCTE ': �, J.� (SEE NCTE VIE-' G ==r.-C' TI U• CNtM:TER : r DCl:_L Df.7. �;•if'� HJST CC METAL KEY WAY Pl.�l`l l L LCI,G =t•OJ,3-J C,','ER 2" CF DJSEL ad•J) 1A, E S-Or S3 END c ^" 1.^,T MIA W a CONC" FV'M . 2 Cr ZAP I� i" -r0'- Ct,C Cr ` •FIL'•_TIC irc11JFT. S_(IrE TYPE ,JG,t / I•.: l F : .•„a_„�.r i-•--r�rs�ti�� '� ..y.:.s_L`...•'J: ••--i•,_%::._.,,z, ::. •. , , . - t fir'-'�"•=^lk' EXPANSION& CONSTRUCTION JOINT F=.1'�4:;1i'J J::IFII , SHU'r'H 41. A. F.pCF PA") LS PCIh- R =)Re`JS 3'J - ` 1� rl i. 4" 1U.:: HAY OK " c r Ic r C-� -:) .I;N\IS SF<_L FL Al y?C'CLtJl=HS. CUPLI - 3 LSFF) Ilt F,'i ChF I CN%CT=C ?FI I'FC 5J3C?;,7F o' 6' ST•'=1 -FT) Tr.. BF rk-.FO =T 0' 1NT=R';LLAI is A I RA',L., r./1N-A P::. S, r T.'.,, & SITF P.. :.::N �:JI ._01%1F' 'HAI I F.F %;I k)'t:F'J F�4. �h. : 11V. � -M-,:' =J3: PA3= *S 3?=CT:C -'S8 ST:J•.C'•RC :,STV 3 558 Sr C•V i`LL -i0R 'O`J-.;_ o ': E ;7 C.�_ CI.F': ES =C ' 3' _•�'IVT-, - - • ^R 8" CRU3 I=' L'J=770V= � M01� JR= CO'd-F'1T 9= iv:'FFh. C :Y•!D °: CF CPThAUM. c 34SE ON CC__ECT3R SECTIG'IS: - LChC _JG'J L .1- 0 9=' rdCTCS ii •, 1,"t, /�-- 10 CFC'_' 1,'N__ SJ3Gr-%J)C:i 31 ^LL DC ST!V_IZC. 5. RE -ER -,. 3-l".`s UtJ.-1=,• DESi21 GiCCLINC _07 : r,:z ^. RrrA0FS k-F tVi'0 Ai-1 :i ' SSI'd; TH= •?CC i :F'-=f RI:'h''f I- C= AV' rAY=M=h- 9+r1TH. TYPICAL RURAL ROAD SECTION �+ n, ^ SfVF 'tS::,U`.iF f F `SIAM I!AIIOI,._ G.CC FC-t3F• S-RF=-S W I FJF RFCLI4=D -C LSF 5 FMAA �7T`S-�T>Z • : b, C( III_ '2lrl: h:bL U'. 8" C(-a1LU _IFr'L:ilJhl_ U!•:i_ h••,: 5 J•;LILLJ Ti1.) SIEVE 35 ". USE-'OP-_AtJ3 CEtaEV- ST.a3 _ = TION SCJBS? E h !CCGP,Dr: lCE � -hJ T-E 3rCS UN =1=3 DES Gh t,n7 c. \, ♦ .. - �.SMINA k PIaJ'FKF`J VA-thS kll- -Al:H li):;AIX:h LJ11) t.Ui:-i hh `J:CdIJ!Y JF'. '•s }Y,F(.I-I: N'' Y -t:LLF-F.. 1. ?==F' -0 ^(CS UNFlFD CFSCh. C..DFIINF h%d;U:d _OR C011=C7OR STz=F-S :YI I RF 4=QLIRF7 TC (. F 5" - S"•+w_7 J', fJr V_D. SC%L T''PE NF.T y k_L - 4 _ y y Y.9LL 3= CCTCRNhCD 3'' TIC =hGl`I--ft_ `'3CC'TCD mGNT or .N, me Fjvav,- MDT ?_ hrt r'__D CQIV'. ?ETC (28 3%,Y CTPLV:.1I 35DC ''5D. P=CLS PCN15 WTI- JONT kATFPIAI. HAX.P.M-AWE-= 0= ~-- _ y .. t.•NJ^EL -G-:" -cEE VO _ - - - , _ P(SEE JJ-C S=:;LhG `JO- R=1'Q IF C-uE=. 3�='.'fJ-.'-'JCEh.T� _ P '•'Pla:c3 C Cl� Y• 3'8"R 8" -C 3: •6" ^_. `-��JGl\L3JV NOTES: VA' `8L= DiC -0 3.'C ISM '40-C 5. .rFY E1 = T.. -•t. .-- JO-F 1) =1 1 ARFA.S WFFRF FL -T Fd6 : FG= T. 17N MP GRASS C.:)VFP ' 4 IJ^CV' C II 1-' ;, r - -t . C MCLD_IT IC -1 .3 s.� � -1%.`•F RF- : -J frFD :"' ':ONS1?UC-ION .iHV i RF i,r1F;L:)TFI •: TTr, , . - a ri.^.: '::yf)rc•i 7? H' CP(:b'l11 .^.hFC ,•AJ-) >Y T-RFt) JV- � C - - - - - . - VF -'-D F:4 tithKh r - -,r-r, 2' r- r � rSFh 'CU'•I:I� I G" i_Ff3rCCJ CihCR�C F i r -! 3 :UhT .,tfCW1 S FS .^,-1.,FFI). it. Lh. O ..t:.:,L _ li-s6_ 5 „t.t T= I, t•IC wrl?LT. snr.':uni.4 t:J -? S__ 4''.�'•1_P.CT= ; t _ rE "= JO,7 { i S "PESE•T.3LCC< SOD M I BE F.EQJPE3. 3APED AREAS ` 513=n:dJ•; _aT%•J_ ^�C'h-,RE-E ',t:r=kt AT S3=F%L: !=-PJ_: J-t;':, N. IX I• Jl ;?a C 'YSTkC'rG II •100J 'SI. --` IPJ- ,-E '3' _DINT- 'Ph N r) •t1 F.JIJ-rF i `�- i ) '•.�, F:=-FFI' llH CJR =T -=0151%, i- :ih' JFU t} ..JIJ s-C.iVIHIV '4 CA h''J AlI:o.Ys t)' {Y. g'_Ci C - 14 NJ+-'S, 'd 3.C.F.A. vXF;K r I .) -. a D _TLCC.+hJ..-' - ►.: .t`me.- a't ]'!(:�= -z•. \' .. .. �Arr•�ovCD =r:GSICJ Cc':rro_ `•>cst.res ra•LST 3_ Irsr.�L.L=3 -.;Ni: 1-IF F%I HF Ilk- HAI FA-' -t -AF HhFhl FAHF s H' - � � - irzt �� ,n„ �; tt it - -^ - -' nc 6" S I UIL11Lll S__C :AllL :98? 5 A'dJ dn) CI6'I- Cr J D•":6 1 G C._. f: o" CC i ':-CD S- JILI�CC SULG °DC :r tALi Gh.�TRl1G IGF. h!J o •L_ ST•-I IV '_:,CC LrTL A C= ,r-L= LIMT'G= 6E^SJREME'.T -FJV.% -:d".0 B•_E TYPE B • . r -c c ?5T`J C 6'-s8 AT iCS-IJP= CO'dTEN7 =E-&'EEV R-ASIIF-M-AI :I- -4 HA�S'2 18" nr.-:F. SI.Hf(H%,I:F AS :FhC F, :9H:: R AM)A41 a.FI`J 1: 69h Al TYPICAL iOINT LAYOUT AT .tGF VF ...�.VIF ... I,V-1 . HF } ,-J• FH ..f.14% PLC L.N I . ;.)GJ4:?''-<.t.+Yrllt.t. :.R b s..J FFl) FOR r3..-v. '.r :.ID S_:3) '.,GSTLRC CCVTE►.- CEPNE61 0 6ADI:<0- PAJ�i. CONTRACTION JOINT CGki'_C-C '14D -CA RE'ADVED 3' C,^.N-R:'•:-CF. a n-_ iI Ain -4.: 0- OHII'v1.E. Fc::AIA t)`J ei CONCRETE INTERSECTION AND STiJJI_G•TOh LMCS-O'dC D.a_. c-F31Li'� JI•J. E =TEPrJ CC',TR'3_ LEES �t�LL3 :J.E3 TYPICAL STREET SECTION TYPICAL STREET SECTION H�V�•r_ `= J;;N S SHALL. BL S°J,;:EC ':; CEt•. L' I; :=hIL}i � �,L- :=TEP. EVER'( R.4•.. - ST3-0O ASPHALTIC C WCR= PAS REIN 1WBD C0NCRETE PAVEMENT ST4-O5 Project No. NO. REVISION DATE Of`w THE FACTORY APARTMENT PROJECT 8200 1 CITY COMMENTS 2/6/07 AW . F Scale. NTS InkleB"y. �. •• Drawing No. s L CARLSON Dwn. By: BDC Date 5-07 RADAKOR-L.L.C.a 1e »_ .off. » 36793 ....» » w� �.. PAVEMENT DETAILS Sheet consultingengineers o �::�F �•r 9 � . � . SS .......•.�G Chkd: B : GAC. Date: 1-10-07 NAL /p E Y. - 93 , C 10'1 1710 Seamist Drive- PH. 7ve Houston Texas 77008 13 86-433 H I L L F R A N K E N 0 A R C H I T E C T S • C, Cr 55 S OF FEB. 15, 200-T Sheet Index 00 Cover Sheet Structural Drawings - Continued GS 1-41�- -Garage Civil Drawings ow GS2.1 Garage Levels 3 & 4 Framing Plan C1 Demolition Plan GS2.2 Garage Level 5 Framing Plan UJ TZ 2 C2 Drainage Plan -G-S2..3 Gqjagq Stair Roof Fram W C3 Grading Plan �- " \ ing P,lan CL CL GS3.1 -'--Garage Foundation- 6 Kc, C4 Existing Utilities Plan GS3.2 Gar -age. -Foundation Details co W V) C5 Storm Sewer & Detention Plan �9fls Z --VG8�2�3\--C�`rage 5iloppdation-Det C6 Proposed Utilities Plan Co 9 ---,C7 ._SardtaryDetails GS4.1A Garage Framing Details Al oc u.0 owl GS4.1 B Garage Framing Details C8 Water 0. -pr _le__Fram_iRg,De-tails.--" C9 Sidewalk Details AC10 Pavement Details 0 GS4.3 Garage Framing Details cc GS5.1 Garage Brace Frame and Details GS6.1 Garage Column Layout and Schedule 0) Al Code Data GS7.1 Garage General Specifications C A2 Site Plan GS7.2 Garage General Specifications AW A3 Site Details Mechanical Drawings U) A4 First Floor plan M1.1 Site Plan CU T - e�4 A5 Second Floor plan 411, ZZ -- -------- X M1.2 Specifications & Details zi, Tr= ---- ------ n------ . ........ a= A9 Elevations M5 Office & Atrium Plan 0 A10 Elevations E M6 Building First Floor plan -------- - ----- Al 1 Typical "Al Unit Plan M7 Building First Floor Plan Co Al2 Typical "A2" Unit Plan CL U) F Building Second, Third, & Fourth Floor Plans N- LL 4W A14 Typical "B 1 Unit Plan M9 Building Second, Third, & Fourth Floor Plans 11 at Pam M10 Building Roof Plan %k - -------- A15 Typical "B2" Unit Plan --- ----- - - - - - ..... . . A16 Typical "B3" Unit Plan Electrical Drawings yp ca ni an E1.1 Site Plan JC MA "C2" Unit Plan A18 Typica E1.2 Specifications & Details A19 Office Atrium Area Plan E2 Units Al & A2 Plans A2 0 Atrium Area Plan Floors 2-4 E 3 Units A3, B1, & B2 Plans A21 Building Section E4 Units B3, C1, & C2 Plans A22 Stair Plans L 1 1 F�! E5 Office & Atrium Plan 7E 10- ....... I-LI 'I Ii.. --------- ------ A23 Stair Sections A24 Wall Sections V N E6 Building First Floor plan --A A25 Wall Sections E7 Building First Floor Plan A26 Wall Sections E8 Building. Second, Third, & Fourth Floor Plans ■ A27 Wall Sections E9 Building Second, Third, & Fourth Floor Plans o llege IKA'a i nt r ® e t E I e- v a i o n A28 Wall Sections E10 Building Roof Plan A29 Schedules El 1 Load Calculations & One Line Diagrams A30 Details E12 Load Calculations & One Line Diagrams G E1 ------ G-arrage Levels 1 & 2 GAI Garage First Tier Plan q Z qC Garage '-LeVels- -3- &4 GA2 Garage Second Tier Plan E .,,/G,�N3-.,Garage-.T-hird Tier -plan GE3 Garage Level 5 Z3� 1= /. GA4 Garage beG'tions GE4 Blank GE5 Garage Load Calculations (D GA5 Garage Elevations a GA6 Garage Building Sections Plumbing Drawings .0 GA7 Garage Wall Sections P1.1 Site Plan 0iiiii" GA8 Garage Wall Sections P1.2 Specifications & Details 0 CL GA9 Garage Wall Sections P2 Units Al & A2 Plans 0 C(1) P3 Units A3, B1, & B2 Plans -Sir. u. ctu`r`6 i -0 M w i rfg P4 Units B3, C1, & C2 Plans CD q > Owner- S1.01 Foundation Plan (D aLv Civil Engineer: Architect: P5 Office & Atrium Plan > S3.01 Stud Layout Plan P6.1 Building First Floor plan -Sanitary Sewer CD CD S4.01 2nd Floor Framing Plan P6.2 Building First Floor plan - Domestic Water M cc cc Binklie3y & Barfield, Inc. Hill & Frank, Inc. Chemloftyr Street, L . P. S4.02 3rd Floor Framing Plan P7.1 Building First Floor plan - Sanitary Sewer S4.03 4th Floor Framing Plan P7.2 Building First Floor plan - Domestic Water 1 71 0 Seamist Drive 1800 St. James Place, Suite 205 1710 D roxfo rd S5.01 Bracing Plan P8 Building Second, Third, & Fourth Floor -Sanitary Sewer S6.01 Roof Framing Plan P9 Building Second, Third, & Fourth Floor - Sanitary Sewer Houston, TX 77008 Houston, TX 77056 Houston, TX 77008 S7.01 Foundation Details P10 Building Roof Plan S8.01 Floor Framing Details P11 Riser Diarams g (713) 869-3433 (713) 877-1274 (713) 782-7799 Ext. 7 S8.02 Floor Framing Details P12 Riser Diagrams FFE3.15, 2007 S8.10 Roof Framing Details P13 Riser Diagrams A2 CITY COMMENTS S8.11 Roof Framing Details GP1 Garage Levels 1 & 2 /� FEB. -7, 200-7 S9.01 Concrete Specifications ,---G-P�.-,Paragla-Levels',3,&4--,,. Z I \.rITY COMMENTE, 01% S9.02 General Specifications GP3 Garage Level 5 JAN. 26, 200-7 S9.03 General Specifications C17Y COMMENTS ft Mecha-ical Electrical & Plumbing: Structural Engineer: GP4 Blank A NOV. 50, 20065 n S9.03 Shearwall Specifications GP5 Garage Riser Diagrams PERMIT 1551)F; S9.04 Shearwall Specifications f Project: 06454 Rayl"l-%Iond Engineering, Inc. SCA Consulting Engineers Dote: FEB. 15, 200-7 32938 Tamina Road 12511 Emily Court Magnolia, TX 77354 Sugar Land, TX 77478 (281) 440-7211 (713) 779-7252 00 O Copyright 2006 Hill 4 Frank, Inc. Sheet of LJ The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common low, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. %V N n Cn O_ ro PO x N O a Building Code Data , BUILDING CODE: 2005 INTERNATIONAL BUILDING CODE SECTION 602.5 - REQU I REMENT5 BASED ON TYPE OF CONSTRUCTION H I L L SECTION 502 $ 510 - OGCUPANC`( GROUP: RESIDENTIAL Group "R-2" Apartment Houses & Type Y construction is that type of construction in which the structural elements, exterior walls and interior TABLE 601 $ SECTION 602.5 - TYPE OF CONSTRUCTION: TYP Y�A-PRINKLED walls are of any materials permitted by the code. F R A N K BUILDING HEIGHT: Section 505; Table 505 A Allowable Actual R C H IT E C T S • a. Maximum Number Of doors 3 '� 4 - w/ MODIFICATIONS PER 504.2 TABLE 601: FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) b. Maximum Height In Feet 50 Feet 45 Feet TYPE YA CONSTRUCTION RED A,Q TABLE 503 - ALLOWABLE HEIGHT 4 FLOOR AREA: OCCUPANO"I' GROUP = R-2 - TYPE CONSTRUCTION = YA REQUIRED PROVIDED �.C�E. Fly% STRUCTURAL FRAME Including columns, girders, trusses - — — — - I Hour I Hour ��q + HE16HT (stories): 3 s578 P HEIGHT (ft.): 50' BEARI N6 NALL5 OF AREA PER FLOOR (At): I2,000 S.F. ALLOWABLE WITHOUT MODIFICATIONS Exterior — — — — — — — — — — — — — — — — — — 1 Hour I Hour Interior — — — — — — — — — — — — — — — — — — I Hour I Hour TOTAL BUILDING AREA (3 x At) : 56,000 S.F. NONBEARIN6 WALLS AND PARTITIONS NOY. 30, 2006 Exterior - Per Table 602 - — — — — — — — - > 30' = 0 Hour Not Rated SECTION 504.2 - HEIGHT MODIFICATION: APPROVED AUTOMATIC SPRINKLER SYSTEM Interior - Per Section 602 - — — — — — — — - O Hour Not Rated FLOOR CONSTRUCTION HEIGHT INCREASE (stories): +1 Including supporting beams and joists --- I Hour I Hour HE 16HT INCREASE (ft.): 20' ROOF CONSTRUCTION Including supporting beams and joists --- I Hour I Hour HEIGHT (stories): 3 + 1 = �o ALLOWABLE WITH MODIFICATIONS HEIGHT (ft.): 50' + 20' = 70' HEIGHT (ft.)• 48'-4" ACTUAL HEIGHT " SECTION 707 SHAFT AND VERTICAL EXIT ENCLOSURES SECTION 1005.3.2 - VERTICAL EXIT ENCLOSURES SECTION 506 AREA MODIFICATION: � SECTION 707.4 $ 1005.5.2 - Fire -resistance rating - 2 Hours (4 stories or more) - (Stair 4 Elevator Shafts) to (EQUA510N 5-1) M SECTION 0105 - AUTOMATIC SPRINKLER SYSTEM Q� Aa ALLOWABLE AREA PER FLOOR NFPA 15 Sprinkler system to be installed including combustible concealed spaces. .i..+ At = TABULAR AREA PER FLOOR (table 503) = 12,000 S.F. C E C If = AREA INCREASE INCREASE DUE FRONTAGE (%) PER SECTION 506.2 = 75% ICU "L_ 4-1 TABLE 1004.5.2.1 - CORRIDOR FIRE RESISTANCE RATING LL (U it's F = BUILDING PERIMETER OPEN 20' MINI MUM = 8-i2' C P = BU I LD I N6 PERIMETER OF ENTIRE BU I LD I N6 = 1105' R - OGCUPANCY - I Hour Q N = WIDTH OF PUBLIC NAY = > 30' C SECTION 1005 - EXITS : F W If = 100 - 0.25 30 SECTION 1005.3.5.2 - Exit passageway enclosures shall have walls, floors and ceilings of not less than �O " U I -hour fire -resistive rating, and not less than that required for any connecting exit enclosure. O If = ICO 8q2 - 0.25] 30 SECTION 1006.1, Exception I - 50% of exit enclosures may exit through areas on the f irst floor. Q q05 50 (i.e. 2 Hr stair enclosure may exit through I-Hr corridor) f = 74% Is = AREA INCREASE INCREASE DUE SPRINKLER PROTECTION (%) PER SECTION 506.3 200% 15 FOR MULTI STORY BUILDING = 200% Aa = At + At I f + At I s 100 (00 Aa = 12 00 + (12,000)(74) + (12,000)(200) / 100 100 8� 8 13 C> -F Aa 32,eW S.F. PER FLOOR ALLONABLE WITH MODIFICATIONS TOTAL BU I LID I N6 AREA (3 x Aa) : c15,640 S.F. Aa = 25,6111 S.F. PER FLOOR ACTUAL BU I LD I N6 AREAS TOTAL BU I LD I N6 AREA (4 x Aa) : �766ySFi' NOV. 50, 2006 PERMIT I55UE Project: 06434 Date: NOV. 30, 2006 Al ©copyright 2006 Hill 4 Frank, Inc. Sheet Of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain P ies, including reproducible copies,co P of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owners use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. n 6' BRICK I "HOLL40 STONE" FENCE- -7 BY PAVESTONE IN RE:14A3 ' RELOCATE FIRE SIDEWALK BENCHES RIVER RED BRICK i PAVERS 90° 3" CALIPER TREE I, HYODREEEARE A-049 Tauber Street I / (STEEL51TE5 SERIES MODEL #RB-28 (6') EY HERRINGBONE PATTERN ON 4" IN AT -GRADE TREE WELLS WITH ! 1 Aa, / R.O.W. Varies BRICK PAVERS i �f ` _ STANLEY VICTOR FdR CITY STANDARDS CONCRETE PER TREE GRATE5 PE CITY STANDARDS 011Y 5TANDARD5? EX15TIt 6 BRICK PAVERS �.-- _:-' 8A5 DGE OF PAVEMENT WITH TRUNCATED I I WITH TRUNCATED DOMES IN _ PRQPO5ED NEW CURS r J CONTRASTING COLOR AT ALL CURB RAMPS ® <<i -- - I ...;- '..�. ( PER 8' WIDE WAL ,,, T - s __11-- OLDoPERTY LINE CONTRASTING COLOR AT ALL RE:5A3 ... - ' IIIIIIIIIIIII �� T URB RAMPS \ °" 6' STEEL PROPERTY LINE PICKET'\ FENCE / CITY TRASH OMPAC IIIIIIIIIIIII � y IIIIII III —� '� r- RE: IA 12' WIDE WOOD GATE 3" OFF PROPERTY LINE FI 1. ARTMENT' 11 \ KN __ BOX WITH GA GGE55 CAR' J BOLLARD5 Il 30'-0" I RE: 6A3 01 BOLLARD5 A - - r / RE 6A3- .--- \ _•. ��_ . SUPER-CYCLOOPS..' �- - I #21-75 BIK--RAS-K5`,. I = PROVIDE TOTAL DOWN SPOUTS TO �ISGHARGE DIRECTLY ^ OF 20 SPACES u 17I -a NOTE: ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREEN FROM VIEW OF 15OLATED 50 A5 NOT TO BE \VISIBLE FROM ANY PUBLIC RIGHT -OF WAY OR RE5IDENTIAL D15TRIGT WITHIN I50' OF SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED Y41 TH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. INTO STORM 5EWER RE: D5 , PER CITY I STANDARDS CIVIL DRAWINGS (typ) 1 I , A2 :I OS; Proposed Garage FIRE HYDRANT A-051 1 Prop' osed _ ,, 7LLAND-STONE _ ' PAVE5TONE IN 1 VER RED BRICK Apartment_ -- I- AVERS 50 HERRINGBONE B u i I � i n g v ' PATTERN ON 4" CONCRETE PER 1 CITY STANDARDS 11 \ A', < P I I NC 6AR A6E D�4TA A, TOTAf 6RO55 AREA = 50,505 5F \ �) 1. SIDEWALK Imo'' BENCHES LANDSCAPE BETWEEN BUILDING AND WALK (typ) Dg 2_ ' 1 LOTS 8, 9, & 10, BLOCK 4 & LOTS 1-4, BLOCK 22 I BU 1 LD I NG HE I GH r5: ITWO ONE HALF TIERS ;TO TOP OF TOP TIER = I 22' ` 1 5UBJEGT PROPERTY DOES NOT (STEELSITES SERIES MODEL 1 CHERRY STREET, L.P. TO TOP OF PARAPET = 26' I j LIE JNITHIN A DESIGNATED #RB-28 (6') BY 11- ; _ , i� ZONE NG-3 TO TOP OF STAIR HIP ROOF = I 35' FLOOD PLANE ACCORDING TO STANLEY THE FEDERAL EMERGENCY VICTOR PER \I DOWN SPOUT PS `•. i ii I / MANAGEMENT AGENO'"5 FLOOD CITY ,/� STANDARDS -AV 11 1 INSURANCE RATE MAP FOR -- -` I ; BRAZO5 COUNTY, TEXAS )) COMMUNITY PANEL NO. 4504100145 C, DATED DULY 2, "M LOT 11 O DALE E. MIZE ZONE NG-J '\ ONE STORY WOOD FRAME FF=351.6/ O NON RATED 0 i M _ 7 � 1 �I I PERTY LINE LIC U TIY LEGEND: c PROPER LINE ( 1 ® STORM DRAIN MANHOLE `p -l- FIRE HYDRANT PIGKETL SANITARY SEWER MANHOLE z , �i LIGHT POLE �k -;�-- - - - `� FENCE - 2E: IA3 UTILITY POLE -o-A FIRE DEPARTMENT Q� ( SWIMMING POOL GATE t- \ DS z WITH SELF LATCHING CONNECTION (FDC) 0 DEVICE WITH RELEASE TREE i Q S 175 - W MECHANISM 54" ABOVE .'_v ' .4 _ / A BOTTOM OF GATE (' WOOD FENCE \` 6ABOVE RETAINING WALL RE: 2A3 -IEDGE 2 SECOND XFMR LOCATION PER CITY ELECTRIC H I L L CX. F R A N K ■ ■ ■ A R C H I T E C T S • .�F,RE� qRC E. 5578 P OF FEB. 15, 200-7 0) Q .C: Nt -0 000 MM� �W 0C^♦`5x^, CU W W CZ r O (DQU -1--+ co _ ) a) 0 It- 0 �---- The Factory 418 College Main College Station, Texas 77840 Legal Description: 2 0 BENCH PAD MOUNT - EXTERIOR DOOR TO �', 4' rp CRETE_NkF� �'- l ( r — -� `� %^ LOTS 8, 9, & 10 BLOCK 4 LOTS 1-4, BLOCK 22 ® �., 1 FIRE RISER CLOSET - - TRANSFORMER N m, r _ 2 __� I W. C. BOYETT ESTATE PARTITION MOUNT (, OS DS j LOT 7 VOLUME 100, PAGE 440 SWITCHPAD GEAR - -' _ �' FIRE RISER � XAS j TE A&M LOT 6 �� TEXAS A& M COLLEGE STATION, QM WATER METER t % = � �--� - ; ' \--- ----- . \ ASSOC/AT/ON OF BAPTIST STUDENT / ` BRAZ COUNTY, TEXAS OS C ZONE NG-3 �� BAPTIST STUDENT 3" CALIPER TREE ATRIUM ,' _ �.,\ TWO STORY ZONE NG-3 i Total Site Area: IN AT -GRADE >, ",� �' �3o J /J I 1 BUILDING D,�TA WOOD FRAME \ BRICK VENEER 1.41 Acres TREE WELLS WIT �f v 9' � / t— _ - _ _- NON RATED \ TREE GRATES PER ® — — — — TOTAL GRO55 AREA = a4,766 5F i ` -' CITY STANDARDS j m` Owner: 1 -- ---- - - --- -- - — - I `-�_/ Cherry Street' L.P. BUILDING HEIGHTS: FF=347.64 i FOUR STORIES 17 u on, TX uroxi0r77 8 > TO TOP OF ROOF = 4a' �, _ -- Houston, 00 PROPERTY LINE --� �i `w- 82-7799 Ext. 7 I' OFF PRo TO TO OF PARAPET 53' A(^ � �! ~. FDG U SCHEDULE Architect: P TO TOP OF TOWER HIP ROOF = 65' ! DOWN SPOUTS TO \ NIT CHEDUL DISCHARGE DIRECTLY ROPERTY LINE Hill &Frank Inc. ~-' INTO STORM SEWER RE: Al OBR/IB 25 (9 472 5F = 11,506 SF 1800 St. James Place, Suite 205 FIRE HYDRANT LANDSGAr E ' / ; CIVIL DRAWINGS (typ) A2 OBR/IB 4 ® 515 SF = 2,060 56 A-010 BETWEEN BUILDIiIG - ® _ Houston, TX 770 OWN SPOUT i �' � D5 �I 1 77-1274 A3 OBR/IB 3 531 SF I617 5F D5 ;BRICK PAVERS ;-_ - - (7 3) 8 AND WALK (typ) Ds (typ) BI IBR/IB 24 @ 622 SF = 14,Q25 5F BRICK PAVERS Q���- -' Civil Engineer: WITH TRUNCATED j _ _ DOMES IN .�Ir Cam? = Barfield, Inc. a 1 I B2 I BR/I B 4 ® 756 SF 3 02 5F - CONTRASTING ' PROF ER LINE : ' 10, IWID� WALK I 1 h B3 IBR/IB 3 666 5F - f aaS 5F BlnlCley & Barfle d I� TX t " O ERTYLIN �r`; .N, ! _ �. `� I 1 O I� GI 2BR/2B 40 C� a32 5F - 37,280 SF 1710 Seamist Drive - -COLOR AT ALL �D r �� / J s� PR G2 2BR/2B 4 a34 5F = 3,736 SF Houston, TX 77008 , ) (713) 869-3433 "HOLLAND STONE" 4" CALIPER TREE 107 UNITS = 6a Oat 5F BY PAVESTONE IN IN AT GRADE Structural Engineer: SIDEWALK BENCHES (5TEEL51TE5 5ERIE5 I College Main 8 RIVER RED BRICK TREE WELL5 WITH l COMMON SPACE = 25,6-r4 5F SCA Consulting Engineers MODEL #RB-28 (6') BY 5-2a ( 50' R.O.W. PAVERS 410, TREE GRATES PER �--�-'J/ TOTAL GRO55 AREA = a4,756 5F 12511 Emily Court STANLEY PER HERRINGBONE CITY STANDARDS TX 77478 ® CITY STANDARDS IA PATTERN ON 4" (713)r779-7252 CONCRETE PER CITY STANDARDS Mechanical, Electrical &Plumbing: ���� 1 NG i�ROY 1 DED Raymond Engineering, Inc. 150 GARAGE SPACES 32938 Tamina Road Magnolia, TX 77354 r ' (2811440-7211 -_ DENSITY - 107/1.41 = 76.4 U,4 /FEB. 15, 2007 2\ CITY COMMENTS FEB. 7, 2007 C 1 TY COMMENTS Z � JAN. 26, 2007 G I TY COMMENTS Project: 06454 Date: FEB. 15, 200-t NORTH A2 o Copyright 2006 Hill Frank, Inc. sheet Of l b tt d t t l d' d bl o ies of the The Drawings, 9 Specifications P and other documents prepared P P b y the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shal e perms e o re ain copes, Inc u rng repro uc� e c p , _-1•_- 1_ 1L_ A-_L.'1__1 A.__L.'1__1�_ TL_ A.__L'1__1�_ !1_-...'--_ f`-__'t'_-1'_-_ _.- _1/__- J__...___-1_ _/_-/1 .__1 L.- ..___I L.. 1L_ /1....__.- _- _1L _.__ _._ _1L _--.-___1_ I_._ _.JJ.'1.'_.-_ 1_ 1L'- fl__'__1 -._ L_._ __.__-1_1.'-- _t 11_'._ fl__.'__1 L. _1L _.__ _..__-1 L.. -_..___.___.-1 .._ ...-.'1.'._- -.-J ....'1L -1_ -------------- b CD f•J N GAP PAI IX6 CEDAR PIG POOL SIDE TREATEt 2 5' Cedar Board Gates 0 ALVINIZED X4 POSTS 6' O.G. 1 2X4 FINISHED GRADE FINISHED GRADE tv CONCRETE RETAINING WALL 3 Wood Fence Section Scale: 1/2"= I'-O" 14 Brick Fence Elevations Scale: 1/2'*'-0" 9 16-6" @ Rear - 50' a Side #4 15AR 21-0" LONG e bX6-10/10 W W.M. 24" O.G. -WRAP ONE END W/1A PELT 1/4" X P VEEP EXPANSION JOINT SCORE .JOINT SPACED 30' O.G. SPACED W-O" O.G. JOINT SEAL C 2 COMPACTED SAND PILL Interior Sidewalk and Public Sidewalk Under Brick Pavers Scale: I -I -O HOT -DIPPED &ALY. 6" - STD. PIPE PILLED W/ 2500 pal GONG. -GROWN TOP SLOPE GONG I" AT BASE Bollard Detail Scale: NT5 6'-O" MAX. II II II II II II II II II II - II II O II II � II Ii II II II 11 II II II II II II II 11 GONGRETE RETAINING WALL FINISHED GRADE 2 Wood Fence Elevation Scale: 1/2"=1'-0" all- 1I/2 5" 1I/2" PILL HOLE YV GROUT #5 ANCHOR 1'-6" LONG `I 2 PER SLOCK �/2' PAVING SURPAGZ Wheel Stop Detail Scale: I =1 -O C H I L L Cement Wash Gap Soldier Course F R A N K A R C H I T E C T S • Truss Type Wall Reinf. Every Second GMU Course Fill Gell W1th Concrete i -r ® Rebor Locatlons 81I GMU. � D AE. Rey% Brick 5576 c 4 - #4 Bars • W/ 1/4" Ties ® 18" OG IEB. '7, 200-7 5 - #4 Bars W/ 5 ties 12 Via Shaft Brick Fence Section 13 Scale: 1/2'*'-0" 4" THICK CONCRETE 6x6#IO WWP "HOLLAND STONE" BY PAVE5TONE IN RIVER RED C:BRICK PAVERS ON SAND FILL. r ASPHALTIC, EXPANSION JOINT COMBINE17 CURB'4 GUTTER STI-01 RE: 0-10 /\\ \\/\�\\\ \\/ — — — — — -- O C — -- — — — — — — — — — — w IS 7.77 \�,\\�i�i\ ��\\.� \!\ i�i�\i��\. \\�,\\� \ \��\%�\\%!� i��\i\\��-'�\ • ��! a�\� \\i\\\r'\i\ i�\ice\��\ \%�\i� \'��' CIO � C� Public Sidewalk I Curb Detail CL <C to Scale: 5/4'*'-0'- /off NOTE: Entire Wldth and depth of ramps shall consist of ~ V black pavers with raised truncated domes wlth a diameter. O of nom. 0.41", a height of nom. 0.2" and spacing of nom. 2.55" Conc. Walk 0000�00co) 0000000 oO O 0 00 o oOo 0 0 0 0 oO o'o 0 0 0 0 0 000 0000000000�00 000 000 0000000 O O 0) 0 0 0 Gonc. Walk 00000000 00 0 0 0 000000 0000000r 0 0 0 0 0 000o Conc. Walk I:10 o e ^ )00o0o00000000 .Q 00000���000 0 0 0 0 oM too 000 No 00,�O Og rV O 0 0 0 0 CO) } O U 0 0 - 0 0 0 0 0 0 0 0 0 0 U O 0W) 0 ) O 0 0 0 0 0 o O o 0 o ry �O O U 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 C� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 00000000000 00000000�� 0000 000 0000..)000 O 0 - 0O 000000000 00000 000 O 0 OOOC'00000 0000 000 E- 5' Min. See Plan /Z 5' Min. — 4 Curb Ramp Detail Scale: NTS V-O" MAX. 6-0" MAX. 6'-O" MAX. 51-0" I 1/2"X 1 1/2" PAIN D STEEL TUBE FRAtv _ Proiect: 06�434 I, \ 5 1/2" 5GUARE PAINTED --SELF GL051NG Date: FEE3, -T, 2001 j. 1 I/2"X 3/4" I6 GA. TUBULAR STEEL P05T HINGES PAINTED STEEL CHANNEL m = " TYPICAL CONCRETe/ WELDED GAPS (typ) LECG5 DOWN FOOTING A3 Steel Fence Elevation Scale: 1/4'*'-0" © copyright 2006 Hill 4 Frank, Inc. Sheet of .. .. . . . . . ... . . , , . ,. -I• -. t,_ -,_ a ri_ _ n._._ _ _ _I_ _Id L _ _ 721_J 1_ _J._—I... J:,.. ...J. fh 1.. ..•I 4.1n The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely witwit/7respect to tn1s Project, ana the Arcnitect snag oe aeemea me aumor ar muse uocuments unu Srlulr rutuirl u11 uvr11111v11 1UW, zaU uwly IJIIu villcl I=oa/ IIyI110, III�Iu�I1Iy CI1Ui "Upyllyrrc: Irlu kiMful 01l 11 ^ P ... .. f 20'-4" 2'-O" 33'-4" 33'-4" 22'-4" 12'-2" DS C C1 B1 I 6"5 D E RI 16 STA R WALL A Q r Ds Z O / J a m A \ o A21 r �A l4 A Al N �) A _ \ Aq Al ` r ry m � m / A / D5 A A 0 m ry ry AIO A21 B1 ry N _� 200'-q2„ A \ P" 2'7'-4" 2'_O" 33'-6" 20'-4" II'-O" 14'-O" F-- ---I r 8 - D5 I 5 r I O 1 A A i FIRE 2 H I L L & F R A N K D A R C H I T E C T S MECH. p \ uj 5LopE DOWN 10 V• a n RED ARC A h �� GE E. C� off` �.� C557B 2 P A a qTF OF m -27= ram" A N " FEB. 15, 200-T / J 5 - B1 --7 �l l I 1 A c0 V r " Al A A �- 0 C1 A l v J ml C 1 C 1 B1 Al Al q o 15TAII 2 q 'INTRIUM A 6 No 8 A m M �� — !— t J O t J d a -in I i a ry - 4 2� - U u- - -W ° / i MA'iL L 1 I � © TOILET ' ELEV. L LE Ea IM 0 V 2 aq Cn W ® 4C: 1- -�—+ E 0 COCU C U. 0- CU -f-a Cu a) �O U 0 LJ 0 ' I I OFFICE MAG � FEB. 15, 2007 To oFFicE Ar.17-r GOMMENT5 B1 1 C1 B1 Al .,/' ry - 6 A A2 1�i A 1 A // ry� FEB. -I, 2007 m C 1 // n �� GIN COMMENTS _ry z° NOTE: Scale is 3/32 1 - A A A A A A A1017*r' ..1AN. 26, 200� COMMENTS R,T7 r Lff=F= EEZZEE NOV. 50, 200& L----� L----� - - _2" PERMIT 155UE 14'-4" I4'-b" II'-0" II'-O" 12'-2' -O - -O - - ' FIRE Project: 06434 g 52 20' 4" 22-4 ib'-8" I6'-8" 22'-4" 33'-4" I6'-8" DEPARTME Date: FEB. 15, 200-1 33'-4" AIO l0' 20'-4" 2' O" 33'-4" 2' O" 2?'-4" 2' O" 20'-4" 2' 0" 33'-4"2' O" CONNECT) First Floor Plan A21 Aa Cherry Street ■ Scale: 3/32" = I'-O" A4 NORTH © Copyright 2006 Hill 8 Frank, Inc. Sheet of ,, 4 fha Ark fal f chnll he H.-Pmi-H the nuthor of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the The Drawings, Specifications and other documents prepared by the Arcnrtect ror tms l✓roject are Instrumenrs ui ule HrL;111tCL.L aUt v U I uOU; 0�1�v ""„ � �--t -L — -- ' ��� � -,-- - -- - - Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion or this rqlect oy orners, Architect's Drawings, Specifications and other documents for information and reference in connection with the Owners use and occupancy of the project. The Architect's J 0-11 C NORTH H I L L F R A N K ■ ■ I ■ A R C HI T E C T S • Cn �m CU X CCS =*.a LL Q� va W <C �- O C) O <C M Project: 06434 Date: FF=8, 7, 2007 CD -P © Copyright 2006 HIII $ Prank, Inc. Sheet of Specifications and other documents prepared b the Architect for this Project are instruments of the Architect's service for use solely with respect to this l-ro/eet, ana the Hrenlreer snau oe aeemea the autnur a, muse uucurnerres unu shun recu,n w1 CoUM U11 «W, OLurucvey U«U VC/,Ur is,)civcu rly[[LOy iiiwuv1iey u,v c.vNyiIyrn. � � ..- f .,.... � -••• ,. --•••y •—f-•---_._._ _. _ The Drawings, p p p y Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. C H I L L F R A N K ■ ■ IN A R C H I T E C T S • D AE. Rc 557B P OF M=5. 1, 2001 U) LN cn x 0 Ea (D QC/) as �'—� r`' 0 U 0 r-. Project: 06434 Date: FEE3. -7, 200-T • �J NORTH © Copyright 2006 Hill Prank, Inc. Sheet Of _. .. _ .. .. .. .. . r .. �. __._ _,i__._ ._____._J _!_L1_ !__1.. J.•.__ 1L_ ___.._!_LL TL .. /'1... �....- .. L. r.11 {. r. r�n:�i.�.-i in a% - Ali iiiin nriii�iiilG nnniC �^ n� �'%1G for this Project are instruments of the Architect's service for use sole/ witn respect to tnis I-rroject, ona the Hrcnitecr snall oe aeemea me uumur ur rnese uucumurnzi Gnu Srlull reCulrl un Gurrllrl Url IUW, JCULULVI.Y VIIU Vulc I Uoul VUU I,y�,��, 11-1 11!y -- a, /'.Y, .. t. I— v.•.. v• .."-" ._. --. __ ___... _._ ...' _ The Drawings, Specifications and other documents prepared by the Architect � Y P Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. L H I L L F R A N K ■ ■ ■ A R C HI T E C T S • D ARC, E. W 5578 P qTF OF FEB. -T, 200-T 2 (1) Co CU X O -F-+ C F— U � � o CU r- :-J L.L Q, c u3 Q 0 0 r. �C FEB. '7, 2007 I GIN COMMENTS ZCITY JAN. 26, 200-7 COMMENTS NOV. 50, 2006 PERMIT 155UE Project: 06434 Date: FEB. -1, 2001 A7 ® Copyright 2006 Hill $ Prank, Inc. Sheet of The Drawings, Specifications and other documents prepared by the Archite ct for this Project are instruments of the Architect's service for use solelywith respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, inchiding the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. 1'-0„ H I L L F R A N K ■ s ■ A R C H I T E C T S • c LX m N V o � o Co = U. (D o oU Q Project: 06434 Date: FEB. 1, 200- 1 Roof PlanA8 scale: 3/32" = I'-O" NORTH 0 Gopyright 2006 Hill $ r-ronk, Inc. _� _1L_ _� _L1_ _,..J!..._ 14 �. ..L1' TL, .. /1�......r .. L..vll hi. m;ffnrl in ra Fn;n nnn;ao ;nnle �riinn YCnrn/117/•iJ'1�C /`nniGc of MI. • " ' ' s Project are instruments of the Architect's service for use solely wltn respect to rnls t-roect, ana me Hrcnirecr snail oe oeemeu zne uuCrrur ur Crlese uuGurrtvf1Cb Ur/u A7/u/! IGLU//I U/, _Vf11111V11 lVW, JCVGUCV/y V1- VCIIVI IVJ 1/ ..y..�-, n....vvn.y I— v..,..J..y..�. •••`+ `.'•.••"• •�••�•• ---- ,-_.....____ __ .___... __r.__. .. a _,_. _-_._-...__ _ , The Drawings, Specifications and other documents prepared by the Architect for this P J Y P J Architects Drawinas. Specifications and other documents for information and reference in connection with the Owner's use and occuDancv of the oroiect. The Architect's Drawinas. Specifications or other documents shah not be used by the Owner or others on other Droiects. for additions to this Proiect or for comoietion of this Proiect by others. except by aareement in writina and with anoronriate compensation to the Architect. 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J fw ,4 41, nnnvr:nhf The r)Ll.nar ehnll ha n,,±rm;ffoH fn ratn%n cnnips. %ncludinn rP_nrodurible CDDies. of the Specifications and other documents prepared b the Architect The Drawings, Sp p p y for this Project are instruments of the Architects service ror use solely wim J respecr ro mis r-roJecr, ono me fYrcrtnuu. s'nuu Uu UCC,uCU Ll,C Uu U,v, v, uluau Uvt.v,,,ull v,ry ar,vu rvwn, by the Owner vu �vr.nr. +r. 1--, +w .�.•, -- for additions to - ••�••-_, ..._._-...� this Proiect or for completion _.._ __ram..,..__ _ _.. , of this Proiect by others. except by oareement in writino and with GDDrooriate compensation to the Architect. Architect's Drawinas. Specifications and other documents for information and reference in connection with the Owner's use and occuoancv of the Proiect. The Architects Drowinos. Specifications or other documents shall not be used or others on other oroiects. 10 L�►�[�Il�'.i�7t'�'J CULTURED BRIG< ELEVATION UNFINISHED Ix4 Thermostat io Light switches dTelephone outlet z d� • o Duplex outl m o Solid Wood Blocking in Viall for Grab B rs _1 O N TUB HEAD MOUNTING HEI(5HTS 16'-8" W.P. GYP. BD. TO FLOOR ® CORRIDOR WALL TF HOLDER --- - / �-I a)�ANTIR� HYin / / j r/2 ' TOWEL. , YBAAR / O i i i I FUR COIL DO RE: N FOR FAN MFP 9 m (U / o / / LIN 6� pubs""'— - I IRI5 ( i - - - - - 1 _ ---- IRIS - - [V O OF PAR ry WALL I <-OR UT51 E FACE OF 5TLO @ END WALL CL OF PARTY WALL 4" OR OUT51 DE FACE OF -� STUD (P END WALL ' Diving Arse _ ULTUED BRICK (typ) %MIC TILE 6" Solid Wood 6 ax.Blocking in Wall Mc for Grab Bars 71/7s/7X. ./T//7/ TT . 1 Typical ' Unit Plan Scale: 1/4" = 1'-0" Studio 412 S.F. FURR DOWN FOR FAN COIL / DUCTS 6l 21_0" CERAMIC, TILE Solid Blocking Wood 4 -g �� In Wall 24" TOWEL to 3'-4"x4'-O" MIRROR HELVES for Gab O Bars BAR 5 lid pqood 8 for Gr Tf'i�IO�Ei� g in Wall b Bars I -211 LAM PLASTIC TOP 4 4" SPLASH - - m � _ Steel Tu ! N tV LINE — � - 4211 IS" BATH WALL TUB FOOT BATH VANI�Y8,4NALL 21-3" 3'-011 II_311 VV 21_/ 11 I I - tV _ _ aORATIVE L HOOD L FULL-- LAM. PL?tiSTIG TOP - 5PL,45H '- j. N -----I �D1 NSH L J 33" 24" CO; j 0 II'-10" MINIMUM CLEAR WIDTH 2 KITCHENETTE WALL Interior Elevations Scale: 5/5" = 1'-O" H I L L F R A N K ■ ■ ■ A R C H I T E C T S • NOV. 50, 2006 0) � CU X a) 0-` q I— Eo L.L CU C2 QC/) a) - ti 0 ov Q Project: 06454 Dote: NOV. 30, 2006 Al 1 PANTRY SECTION 0 Copyright 2006 Hill 4 Frank, Inc. Sheet 1 % of M -, �••,,'!1 .,.,��,,.....� Architects r, L Nw mil, ✓y L,,r. n, li,/,tUL t / V1 l/„O I / Vf6LiL U, l-. ,,,JU U,,,AI/CO vi uic ry taratcct o oci vlcc 1Uf uz,e Svieiy wiu, respect to this t-rojecr, ana me Arcnirecr snail De aeemea the author or these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to P retain copies, P including reproducible copies, 9 P P of the Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project.' The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others' on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. 0, 0 X It N O 1 r-+ /nu uruwinya, opuu///GUUur/S Unu umur uucurnencs prepureu wy cne Hrcnrrecr ror rnis rrojecr are insrrumenrs or me Hrcnitect s service ror use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain a// common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owners use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. (D n V) X N I UNFINISHED Ix4 CULTURED BRICK ELEVATION UNFINISHED Ix4 IThermostat r=i Light switches o � � Telephone outlet z y °o Duplex outl MOUNTING HE 1 GHTS V-4" FANTR`I' 5ECTION 10'-a" FURR D< COIL. RE O r- —IN O i d- 6" Solid Aood (oil Max. Blocking in Aall a' (3 for Grab Bars X � I m i — _ BATH WALL OPEN SHI,VES �0 N DECORATIVE ❑ MA METAL FULL a HOOD PLASH LA�M� - PL 4 T1G T O 000011 O � 1 30" m 12" 33" 6" STUDS H I L L F R A N K ■ ■ ■ A R C H I T E C T S • D qR� E. 5575 Q q�F OF NOV. 50, 2006 WALL 1 Typical "AY Unit Plan Scale: 14" = 1'-0" Studio 53 / a S.F. y Solid Aood .king in Hall Grab Bars O 24" TOAEL BAR O TUB FOOT BLOGKING- d) N O O I 1 F ANTRY ELEVATION RANGE AALL SINK PENIN5UL,A 2 Interior Elevations Scale: 5/5" = I' -OH 0) C U) CU O� Uo Eo C U. ICU U) VJ -F-r Z 0 0 Q FURR DOAN FOR FAN COIL / DUCTS 2'-0'- 6" OPEN _- CERAMIC TI E MIRROR SHELyE Solid Wood Blocking ti Wall ct� _ for Gra Bars LAM. PLASTIC 17OF 4" 5PLA5H -� r4 t _1 NEN ' N tool Tub 1 N 15" 3 TP HOLDER BATH VAN I T`r JNALL TUB HEAD �1 u u 5'-6" FENI N5UL,A END EAGLE G OUP 14"X'12" - - CHROME AIRE SHELVING AND POSTS BOLTED WITH ALL THREAD RODS — 32 THROUGH HROME AA5HER TO UNIS UT 5U5PENDED FROM STf WCTURE ABOVE. LAM. PLASTIC TOP 4 4 5PLA5H Project: 06434 Date: NOV. 50, 2006 " 12" 1 A13 51-011 PENINSULA B,ACIG 0 Copyright 2006 Hill S Frank, Inc. Sheet — Of ine urawings, z)pecrncauons ana orner aocuments preparea oy the Hrcnirecr ror rnis rrojeer are instruments or the Hrenitect s service ror use soiely witn respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. ii V) rL m n X N UNFINISHED Ix4 CULTURED BRICK ELEVATION UNFINISHED Ix4 Thermostat o Light switches ,-Telephone outlet d� z o Duplex out MOUNTING HEIGHTS PANTRY SECTION PANTR`r ELEVATION TUB HEAD PENINSULA BACK 22'-4" 'T 11 W.P. SYR BD. TO HLOOR ® CORRIDOR WALL 6" STU D5 — — — i;X 4' BArs cv �' j / , �' , I KiItG�i3, j , / �I 3rr 24•" -6' I -8° I FU R D WN FOR FAN / \ 6 / COIL. MEP 14 1 O r i. ------7-- � � / W/D jLIN' m > -0° N 2T-211 -loll c F 21_6„ 2'_6�� N 4 11 j 5'-4" 8'-O" C� OF PAR TY WALL r -- "R OUTSIZE FACE OF STUD ®E ID WALL Az 411 c0 -----I 1 OF PARTY WALL LivIn )Or In B dr®,of`n - ' _ OR OUTSIDE FACE F—> STUD I@ END WALL 'r i m GULTNRED BRICK (typ) BATH HALL EAGLE GR UP 14X72" CHROME INIRZE 5HELVIN6 4ND POST BOLTED WITH aLL THREA RODS 10 iHROUGTRUCROME WASHER TO UNI5TRU SUSPENDED =ROM S TURE ABOVE. 1 5'-6" III -oil Typical Unit Plan 1 Scale: 14" = 1'-0" 1 Bedroom / r m 622 S.F. 5'-2"x4'-0" CERAMIC MIRROR 24" TOWEL So I 1 Wo d BAR Blocking in JAM. PLASTIC TOP for (5r= Bars 4" SPLASH = _ O O O r- -� TP HOLDER � e N , LINEN BATH VANITY AALL 'ARIES IV 9 u 0 i m PENINSULA END 2 Interior Elevations Scale: 5/5" = 1'-O" 51 NK PEN I N5ULA TUB FOOT H I L L F R A N K IN ■ ■ A R C HI T E C T S • ?ED ARe E F yA n 557a P V—# NOV. 50, 2006 0) MM� W CU o -C Co Eo C CU V_-,-a L. M ♦♦C^^ VJ , O 0 Q DECORAT NOV. 50, 2006 {{�METAL FU! PERMIT ISSUE ISPLA5H Project: 06454 Date: NOV. 50, 2006 A14 RANGE HALL 0 Copyright 2006 Hill 4 Frank, Inc. Sheet — of TG, .. !l.'.....:., .... C......: F.'..�4:.. ...� �.-J -1L-._ J__..____1_ _______� L.. tt__ •__r_•z_ _1- r_._ ir_•_ r-i._ r r r .. .s • - .rr •....y:F , ........................ ...... -y Ll— ivr cnro r rujui.c ulu lllauulllulao ul ulu mfl.,fllcCu"c S JVrva;u lu/ uS'C S'ulCly wart respucr ro ruts rrojecr, ana me Arcrnrecr snail oe aeemea the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. UNFINISHED Ix4 CULTURED BRI GK ELEVATION UNFINISHED Ix4 Thermostat Light switches Telephone outlet � z X o Duplex outlet 10 2� 2 4'-I.. G I� I_ 50" i REFC, R40 i el I 3 N SINK DW DI P 24 2111 i' O 7FANI i i C): OF PARTY WALL OR OUTSIDE FACE STUD ® END WALL FURR DOWN FOR FAN COIL / DUtT5 501141 Wo d Blocking I for Gra Bars O 1 —' TP}OLDR N � TOILET SIDE MOUNTING HEIGHTS iVH 1 1-5" Livine Area 411 ,- ry CULTURED BRICK (typ) m FirstLevel 462 S.F. 51-10"x4'-O" MIRROR AM. PLASTIC TOP 4" SPLASH �0 4511 POWDER BATH VANITY PEN I N5ULA BACK 6" STUDS TP HC LVER TP HOLG FURR DOWN FOR FAN — COIL. RE: MEP 24" Q sAI dl W.P. GYP. eV. TO FLC PARTY WALL / !r F N „II j I Beclr00rn i CL OF PARTY WALL OR OUTSIDE FACE STUD @ END WALL_ t- i ;j 42" HIGH RAIL/WALL I --- WITH WOOD GAP ON TOP CULTURED BRICK (typ) Typical "132" Unit Plan 1 Scale: 1/4" 1'-0" 1 Bedroom Loft 756 S.F. LINEN _ 15" BATH TOILET WNALL RAMIC TILE 5011C Wood Blocking in Wall for Grab Bars O' Jteel Tub TUB HEAL-,) VARIES :AGLE GROUP 14"X72" cV CHROME WIRE SHELVING -' A4ND POSTS BOLTED WITH ALL THREAD RODS tV rHROUGH CHROME WA5HER = rO UNISTRUT SUSPENDED =ROM STRUCTURE ABOVE. 5-6 N PENIN5ULA END Interior Elevations 2 Scale: 5/a" = 1'-0" Loft Level o —out 0 m LJ 18" 3 " 24" SINK PENINSULA " STUDS /Ii o r- 2a4 S.F. I O I �m O i X E -1 Q o 0 Z ® Q T w N ° IL r' F PARTY WALL <—OR OUTSIDE FACE OF 5 D ® END WALL 4 ' (V m CERAMICI TILE TUB FOOT 7'_a2„ H I L L F R A N K ■ ■ ■ A R C H I T E C T S • CU v Uo �o C CU -t _ .4-0 LL CU M 4-1 � 0 Q O U 0 Q DEGC NOV. 50, 2006 META PERMIT 155UE 5PLA Project: 06454 Date: NOV. 50, 2006 A15 RAN6E HALL © Copyright 2006 Hill s Frank, Ina. Sheet — of Th .. /1 �.....: �. .... C.. .....•F:.... J..•.. ....,. �..-J _1L _.. J--..�__1_ _�__--_� L.. eL_ ._•1_ _i t._•_ ram._ ,. . � .. .) •••� .�. .-•..•.y.-, ...p.....,....., ,..,,., .+...+ ..uw. vvvun.., �.a N. vrvi cv aiy uic niw11LU.L ,W, uria I1VJCWtL vra lrlouulr/cr/la U1 (//C /-1/(:/IlCCGC J" J"C/viuv !U/ USC biuiuiy wren ruspecr to rnls rrojecr, ana me Arcnirecr snall oe aeemea the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the P 9 P P Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. UNFINISHED Ix4 CULTURED BRICK ELEVATION UNFINISHED Ix4 Thermostat se ,o 0 Light switches X Telephone outlet Duplex outl MOUNTING HE I6HTS PANTRY SECT) ON PENINSULA BACK O Solid W000 Blocking in for Grab E O TUB FOOT 20'-10" 2�� 2�r V_411 W.P. GYP. BD. TO FLOOR ® CORRIDOR WALL TF Ho i / u 24"T R L , /I 33" 21 (01, l 501, / / REFG Rt O * / I G-hen—, 6 36'P 24" � pANTkIi' OI YVH/ ,/ .! i= !n /LINE I fJie (� 11 24 W/D 2 d 0 4 I Cb OF PARTY WA L —} % p Bc d r O 0 f`1`1 /. — I 4" :- -- ----- - I /II`lg Roorn t` i --- I CULTURED BRICK (typ) 10 Typical t Unit Plan Scale: 1/4" = P-O" I Bedroom 666 S.F. TILE 6" Solid Wood 6" '-tax. Blocking in Wall Max. for Grab Bars BATH WALL BLOCKI VARIES ry °ACGL.E SROUP I "X54" :HROME WI 5 LVIN -' 4ND P05T BOL ITH 4LL THREA RODS cV THROUGH C ROME WA5HER = rO UN 15TRU SUSPENDED =ROM TURE ABOVE. 7-k 0 i tt� FEN I N5ULA END 2 Interior Elevations Scale: 5/5" = P-Cff FURR DOWN FOR FAN COIL / DUG Solid (Wood Bloc ng in Wall for G ab Bars 41C, TILE IN FOR FAN MEP _ 24" TOWEL m BAR Solid Mood B g in Wa for Gr b Bars %TO;HOLDER � N N SINK PENINSULA ma`s, H I L L F R A N K ■ ■ ■ A R C H I T E C T S • D ARa ��Gj pQGE E. 1JJ �—I LS 5575 P qrF OF <+ NOV. 50, 2006 0 U) •� CU a) o q �- E o CU - :� M CU Q� a) -F-+ O 0 Q OPEN ' - 3'-2 "x4'-O" HELYES MIRROR AM. PLASTIC TOP I$ I- -O 4" SPLASH_77 - O LINEN 51" 15" BATH VANITI' WALL 7'-a2 rl I 2r_a1_ar 2_6 � I � = OPE SHELVES N ' HO D �-"-- �� DECORATIV NOV. 50, 2006 �i':.P_LASTI� TOP METAL FULL PERMIT ISSUE . ' SPLASH Project: 06454 o Date: NOV. 50, 2006 p O -----.-..... --- Bo" 33� .2111 IA16 7'-04" MINIMUM CLEAR WIDTH RANGE WALL ,L 0 Copyright 2006 Hill Frank, Inc. Sheet — of TA ., /1.-., ,..:., ..., C......:.F; .... 1. •••-- •.•^•.•..y.-, �-t,...............••.. ...... ........ ..........,,..,,.+ /�,..1..+,.,.. y „�. �,,..,,,�.,�,� 1-1 L,,,,� , , J11L u,c nI�uu,,,c„l.o L, u,c nII- I ul., o z)crvicc Ivf UZ)V aiulWy wars ,eS�Necc w irils rrujecr, ona me Hrcnirecr snag De aeemea the autnor or these documents and shah retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain cop9 P p ies, including re roducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. i! n CD n X -- N UNFINISHED Ix4 UNFINISHED Ix4 IThermostat X CULTURED BRICK ELEVATION FURR DOWN FOR AN COIL / — — — — — — DUCTS SELECT I k ITS RE: MEP CERAMIC TILE —_ Solid Wood CERAMIC TILE y Blocking Wall 6" for Grab Bars 6" Solid Wood ax. Blocking in Nall' p for Grab Bars ZpJ / f ; I WH 1 cn N tee I Tub TUB HEAD BATH 2 TUB/SHELVE-5 WALL c � Light switches 4 Telephone outlet z o Duplex outs N MOUNTING HE I6HTS CERAMIC TILE Solid Wood Blo king in Wall for Grab Bars d) O 1 N TUB FOOT PANTR"r/SHELVES SECTION W.P. GYP. BD. TO FLOOR W.P. GYP. BD. TO FLOOR ® CORRIDOR=4" WALL _52�� 51_21� ® CORRIDOR WALL A -4 TP HOLDER TP HOLDER NV TT ! o24 TOWEL 1 I $'AR..,i 33, IS° -C)2T' ,;BAR' b" STUDS ® GORRIDO J i i- - ,jl/ / 3 4 RE G �T. t STAIR EXTERIOR LLS _ Rio / FURRDOWN FOR FAN N ! lkIGhGrl17 COI RE: MEP 177 �y i'- FURR DOWN FOR AN Hd 6 /o // ; 6 5 D5 CORRIDOR, COIL. SELECT UNI m 1 / / /' 5TA1 EXTERIOR W,4LL5 RE: MEP LIN -- \... m /o o / - , / i; / j ,y fir/ 4 24 4 3 1' - - O PAR WALL / / /' i I / m j . / / ; / `� // / T; / ! � OR UTS1 E FACE OF i 6: STl�DS I� ' o�/. / 1 lta�ag 5 O @ E WALL 11 U� FURR DOWN FOR FAN j (:' s / / % / I -_ m- COIL. RE: MEP ' 2 N 2'-6" 1'-10' / -- 2' CL OF P,4RTY AA-L 34 ! - / _211 -lo" 4 I r� 8 -O OR OUTSIDE FACE OF STUD @ 'END NAL L 1 'Badroorr 2 LIVit`l ! RToot r i B ro�I`1'1 k 10 c0 [) � 1 i r— —_.. i r CULTURED BRICK it ) Shower Controls ° I T V O 1 1 N SHOWER CONTROLS EAGLE GROUP 14"X72" CHROME WIRE SHELVING AND POSTS BOLTED WITH ALL THREAD RODS THROUGH CHROME WASHER TO UN15TRUT SUSPENDED FROM STRUCTURE ABOVE. SHOWER WALL VARIES III -oil Typical "Cl" Unit Plan 1 Scale: 14" = P-O" 2 Bedroom m Q32 S.F. ,r Above FURR DOWN FOR FAN COIL / DUCT5 Sh 11'-4" ower 6" 21_011 Fiberglass _ __ shower OPEN :nciosure 4' 8� = 3'-4"x4'-O" HELVES MIRROR 24" TOWEL m BAR Solid Mood Blarski ig in Wa I r _2„ LAM PLASTIC TOP b for Gr Bars — 4" SPLASH - - _ _ 1 _ j-iTTi , -.//r /%ri r- _ —--��j//.lrilT�/r-i '. LINEN N 1 N N 4211 15" SHOWER 51 DE BATH VANITY WALL 2'-a" 11_611 21_611 2_3 OPE SHELVES ' N D ORAT) VE LAM. PLASTIC TOP HOOD _ METAL FULL L;4M.. PLASTi_O TOP 5 ASH e 11 o 2411 ---12'. L J 11 -i o — o 3Or� � _► r r 15LAND END SINK ISLAND a'-03" MINIMUM CLEAR WIDTH PANTRY ELEVATION ISLAND FLAN 2'-q° 4 15LAND BACK RANGE WALL oInterior Elevations Scale: 3/5" = 1'-0" ® Copyright 2006 Hill 4 Frank, Inc. H I L L F R A N K ■ ■ ■ A R C H IT E C T S • 0 MM� W CU Xnn♦♦ W O -C: UC CU LL }Et L CCU .0 -1 ^^ VJ Q a) -1--� C— CM 0 0 Q IPERMIT502006 ISSUE I Project: 06454 Date: NOV. 50, 2006 Sheet — of 7 he Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the irchitect s Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. A op UNFINISHED Ix4 UNFINISHED Ix4 IThermostat A All CULTURED BRICK ELEVATION X Light switches i-� Telephone outlet —Duplex outlin MOUNTIN67 H1-`Ir5HT5 PURR 120INN FOR FAN COIL / DUCTS 21-011 1,611, Furr Abo Shower � OPEN Fiberglas 51-411x4l-011 0 MIRROR 41-511 5hovqe SHELVE Enalosur, �f M 24" TOWEL LAM. PLASTIC Tl F 4 BA 4" SPLASH :21- A for SraBars OLD LINEN 1511 4:21, BATH VANITY NALL 5HONER SIDE a'-5 I 11 .2 :21-511 :21-611 O OPEN SH VE5 E17i - DEooRA r, \/E. METAL Fl JI.L< -------- "�k — L L SPLASH !-OLA5T-CI .,I L-W 1J— 000 50" 21" IF —I I- 5 054" MINIMUM CLEAR WIDTH RANGE NALL SHOWER NALL 51 NK I SLAND ISLAND END e- FURR DO FOR FAN COIL. RE: MEP - roil 5TUD5 @ sORRIDOR, STAIR 4 EXTERIOR NALL5 N.F. GYP. 5P. TO FLOOR A.P. GYP. 5P. TO FL 0 CORRIDOR WALL CORRIDOR WALL 2 at -roll rp HOLDER TP HOLDER -I i TO 24" TOWEL Q jAR/ ! / ! ! O N ISu —(D7 BAR ,.A Boll 1 F tEFc7 X7 E3 t h --- 7-7-7-71 V R$O <itish& I ij ,in 0\ 0\ LIN Y'VD 4 m -.2 s 2411 T luA r > A 411 7 Om /' i ID z .. I / 17— LL L2'-211 L :21-4" F 101 '71-211 OR OUTSIDE FACE OF STUD @ END INALL '�__ j ;��1Bel.r®,o+ I ---1� Iving0® Be 10, 1541el-all ii) iL 5hov4e,r Controls r '2 lio A= O < L N 5HONER CONTROLS OUP 14"X-7:; IRE 5HELV 5 BOLTED `%D RODS ' HROME YV JT 5U5FEN1: JCTURE ABOVE. t21-511 t 1 Typical "C2" Unit Plan Scale: 1/4" = 1'-0" 2 Bedroom c154 S.F. 0 2 5011cl Yqoocl Blocking in all for Grab Bnrs O FANTR'*r'/SHEL\/I=S SECTION TUB FOOT I AIJ -1 A--1- --- 2'-cIll I SLAND E3ACI< ISLAND FLAN 2 Interior Elevations Scale: 5/5" = I' -OR 10 TILE TURED BRICK (typ) I Eam BATH 2 TUB/SHELVES NALL PANTRY ELEVATION �)ll STUDS ,R DOWN FOR FAN IL. RE- MEP TUB HEAD H I L L F R A N K 0 0 0 A R C H IT E C T S 0 ?LD 4 E. YS 557B "z- OF NOV. 50, 2006 0) C CU X CD 0 C: a) E o LL C♦�VIO ) (D a) C: a) 0 C) C:) AMIC TILE Project: 06454 Date: NOV. 50, 2006 A18 0 Copyright 2006 Hill 4 Frank, Inc. I Sheet — of /')-- .:- Cl- - 11 A 1-1 1 - - - - I . I I 1 11 . - " . . ... , - V , -t- Architect's -y Ll 1 -1 1-1 UllJ I i vJUI-L U1 C; 111,>Lf ulflulao ul mar /-I[ wiltut;C zo zivf vnov tur uz;iv 5utuiy wail respect cc unIs i-rojecr, ana me Arcnlrecr snail De ceemea the author or these documents and shall retain a// common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. C G Drinking Fountains Elevation Scale: 3/5" = 1'-011 1-1/2" Dia. Soap Grab Bars Dispenser 15"x36" Ghannel Framed Mirror Ger. Tile Wainscot ' 1 ' L N late Drain 4 Hot I -6 Water Piping Toilet Elevations 5 Scale: 5/5" = I' -OH I-I/2" Dia. Grab Bars Ger. Tile Wainscot II �I�II — —i 1 Fill li �ii lilt 2 O j N Toilet Elevations Scale: 5/5" = 1'-0" J � I 347.05+ f!- I Q x CMATCH ANGLE 5' BACK OF CURB I }$ FF=34-(.54 I - GJb a 3 6.00+ 1 I K11 J FF=347.54 I 0 ►n _ III, io" __ ° 2 TREADS Cam? III" - a �-© 3 RISERS ® -1"I o — ? I 1 � J -z C Ramp Plan 2 1/ Scale: 4" 1'-0" a H I L L F R A N K A R C H IT E C T S a j ( / Q)�Gj E. Al 5575 +P O F m / � 1 FEB. 15, 200-7 aCo 6 A10 8 T / J � N I ° N = cV ry M a -4 11 7 - 4, I'-10I 5'-7I IA2 2 2 14 14 L ; , FURR DOAN FOR FAN / / f COIL. RE: MEP 14 iI. i 14A - O 0 14 14 i 14 14 10 ij ELE----- r -- - — ��� 1, �A� I I E �1 CO FEB. 15, 2007 ACITY COMMENTS RAMP DN RAMP DN FEB. 7, 2007 Ul)�--- k�k�3 -- ACITY COMMENTS 1:12 MAX 1:12 MAX i� JAN. 26, 2007 � AC I TY COMMENTS NOV. 50, 2006 PERMIT ISSUE 25'-0" 4'-O" 25'-411 MATCH RADIUS Project: 06454 5' BACK OF Date: Fr-B. 15, 200-1 CURB FIRE Office Atrium Area / Ram Plan DEPARTMENT p CONNLCTI ON Scale: 1/4" = 1'-0" A19 Typical Mail Box Elevations 3 Scale: 5/5" = I' -OH m Copyright 2006 Hill $ Fronk, Inc. Sheet Of The Drawings, Specifications and other documents prepared b the Architect for this Project are instruments of the Architects service for use solely with 'respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the 9 P P P Y Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. Front -Loading Mailboxes I: L o= o= o= o= o= o= o= o= o= o= o= o= � +. 0= 0= 0= 0= o= o= 0= 0= 0= 0= 00 0= 0 0= 0= o o= o= o o= 0= 0 0= 0= 0 0= 00 0= 0= 0= 0= o= o= o= 0= o= 0= 4-1 4- � o= o= o= o= o= o= o= o= o= o= o o= o - - N Bottom Tier No Less v Than 25" Above Fin. Fir. 01 0 Floor 2 - 4 Elevator lobby 1 Scale: I/4" = I'-0" H I L L F R A N K ■ ■ ■ A R C H I T E C T S • 0) C M � CU X a) U� Eo � M- :)--a LL Q Q QU) aD C� r' 0 U 0 Project: 06434 Date: NOV. 50, 2006 A20 Thn nrnwinnc nn li ^I -A- r/ni+.im-4- A. 1-NE....-i- <- i-l..: 0- .-.F r 0 Copyright 2006. Hill t Frank, Inc. Sheet — of ✓ -•-r------_----- Architects Drawings, -- -- - -'---' - -- r'-r- -- -1 -1.- '"""'_"-_ .- _•••" . •-V - -" -I- "'-""""""-" -1 11- "1-111 I- .,�--- ,- Specifications and other documents for information and reference in connection with the Owner's use and occupancy �-+�� .a -V "'L" of the project. IcOpu�L LV uu0 /-(VJUL'El Ullu L/le /"I/G111LCGL J7 KN1 ue ueerrleU mu uumor or The Architect's Drawings, Specifications or other documents shall, not be inese used aocumen is ana snail retain by the Owner al/ common law, statutory and for to other reserved nghts, including this Project for the co ri ht. Py 9 the Owner shall be permitted to P retain copies, p including reproducible g p ducible copies, of the or others on, other projects, additions or completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. J J J I Hr. ROOF/GEILING ASSEMBLY ROOF TRUS 5 U.L. Design P522 ® 24" O.G. R-50I ULATION A.. 2x8 Top - FiRE BLOCKING 5 TYPE "X" — GYP. BD. 2X4 5TUD5 RE: Structural 5-1/2" BATT— INSULATION 1 5/8" TYPE licit '— GYP. BD. ON RESILIENT FURRING CHANNELS o 16" O.G. I HR. PARTY HALL U.L. Design U505 25/52" T4 G 055 DECKING 11/2"-"HARD ROCK" CONCRETE FILL =N Ix4 BASE I Hr. FLOOR/CEILING -1d - 611 T 2 C. ASSEMBLY INSUL ON ► PLYWOOD U.L. Design L525 RE BLOCKING 5/8" TYPE licit l 2x8 To GYP. BD. ON p RESILIENT FURRING FIRE BLOCKING CHANNELS @ 16" O.G. 5 " TYPE "X" GYP. BD. 2X4 STUDS RE: Structural 5-1/2" BATT I HR. PARTY WALL INSULATION U.L. Design U505 MidJ Ix4 BASE BATT ® W 0. ULATION 1/2" PL' 1 FIRE B 25/52" T# G 05B DECKING 11/2"-"HARD ROCK" CONCRETE FILL I Hr. FLOOR/GEILING A55EMBLY U.L. Design L528 GYP. BD. ONO 2x8 Top RESILIENT FURRING FIRE BLOCKING CHANNELS s 16" O.G. 5/8" TYPE "X" GYP. BD. 2X4 STUDS RE: Structural 5-1/2" BATT I HR. PARTY WALL O INSULATION U.L. Design U505 N m Ix4 BASE 4� 5/8" TYPE "X" GYP. BD. EACH SIDE OF WALL 5 1/2" BATT INSULATION 2X(6 FIRE BLOCK NAILED TO ONE SIDE ONLY EVERY 10 FEET MAX. 3 Typ. Party Wall Plan Scale: 5/4" P-O" I-H OR/ GEILI /A\ I I I OR ROOF/CEILING ASSEMBLY 5/8" TYPE licit GYP. BD. ON RESILIENT FURRING CHANNELS ® 16" O.G. 5/8" TYPE "X" GYP. BD. EACH 51DE OF WALL I HR. WALL ' U.L. Design U505 2X4 STUDS (SEE STRUCTURAL FOR 5PAGIN6) 5-1/2" BATT INSULATION AT CORRIDORS Typ. Interior Wall 4 Scale: 5/4" = 1'-0" 2X4 STUDS 5EE STRUCTURAL FOR 5PAGING ,EALANT STAR" E )VERFLC )PENING 24 Ga. PREFINISHED GALV. METAL CONDUCTOR HEAD AND 6"X6" SQUARE DOWNSPOUT SECT) ON Scupper/Conductor Head Dtl. 5 Scale: 5/4" = 1'-0" 20 HEENCO ELEVATION %DI " VIA. HOLES r Scale: 1/4" = I'-011 N 2 Typ. Party Wall Section Scale: 5/4" = 1'-0" © Copyright 2006 dill s Frank, Inc. H I L L F R A N K ■ ■ ■ A R C HI T E C T S • 0 .0 MM� W ICU F- U � C O C-1- J LLCU Q. CU a) C U r FEB. -1, 2007 1 CITY COMMENTS 1 JAN. 26, 2007 CITY GOMMENT5 Nov. 50, 2006 PERMIT ISSUE Project: 06 454 Date: FEB. 7, 2007 A21 Sheet — of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain a// common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. 1-r'-r'" FOURTH FLOOR SECOND t THIRD FLOOR r11 -n" A ra I I" _ 'V -G." 4.'-All a" FOURTH FLOOR TrrPads an il" o /1-4" 4.'-2," q" SECOND THIRD FLOOR 41-A11 dill c�I/1h1» k Yu1Cr) M nnf? H I L L F R A N K ■ ■ ■ A R C H I T E C T S 0 D ARa E. y% 557B FP �TF OF FE8. 7, 2007 Co CU X a) 0 -,-a I— UC:E Ca CU LL CU U) (D �C a� C� • P, V C r Project: 06454 Date: fF8. -7, 200-1 FIRST FLOOR -�I`-, IT-U" lie FIRST F&�dl� - FIRST FLOOR -� Stair #3 Plans Stair #2 Plans Stair #1 Plans A22 1 Scale: 1/4" = 1'-O" Scale: I/4" P-O" m Copyright 2006 Hill 4 Frank, Inc. Sheet — Of c.. :F;. /.1*- ...J lA J .4-- J L.,. 10. A. 1,4 L F i-A, Or :e / .�ofr„menfe n{ fhc drnhifoifc oanri�a fnr iica onhah/ w;fh racnarf fn fh;c Prniacf rrnrl fha Arrhifprf .ahnil he rieemerl the author of these documents and shall retain all common law. statutory and other reserved rights, includinc the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the ,..�. 7_$ -r r...N . .., ._ .. _,___ _. _ .. __. _..__ _. _ __. __ _ _ _ _ _.. _ _ � except b agreement in writing and with appropriate cam compensation to the Architect. Architects Drawings, Specifications and other documents for information and reference in connection with the Owners use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, p y g gp Ix(O FIBER CEMENT BOARD PA50IA FIBER CEMENT BOARD FANEL5 SHEATHING RE: Structural 'lTYYEK" VAPOR BARRIER 4" CANT 5TRI F - 555 ROOF 51rE ai npr- i /a.11 /r-nnT r- SIBS ROOF 5Y5TEM Stair No. 3 Section Scale: 5/5" = I'-O" at -bit 5'-Q2„ I T=11" 25/52" T14 6 i 055 DECK I N6 tV Hit r, - I x BASE O m tV i L r N 11/2"-"HARD ROCK" CONCRETE FILL H I L L F R A N K ■ 0 ■ A R C H IT E C T S • D qRc E. y% 5575 P of FE5. -7, 200-7 u) r� m CU x (1) 0 C E o L 0-4-0 cn ,Q 0 .�, V 0 r- Project: 06434 Date: Fr-B. -7, 200-7 A23 Stair No. 1 Section Scale: 3/8" = I'-O" m Gopyrtght 2006 Hill 6 Frank, Inc. Sheet — of _ _r• _ la _ _ _t_1 Ti _ n. _ _`_l! A.. :1d...J i.. ..1.. ..h..-/1 i,.J..nlh/n n ac. of fhc The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this 1✓roject, and the Architect snail oe aeemea me aurnor or rnese aocuments una snub retu/n un cummlur, /uW' zaucutuly urlu uutut rcroalvcu l,y,lLo, l,l,.,uu,!!y L wj�ylrylra. r,� .....,�. �..... .- ,- •••••..�� .� r• �, •„ •_ -r ft4 CD N -P r ti� H I L L `wa { F R A N K 1-1/2 So. X i6 Ga. TOP RAIL ■ ■ ■ d A R C H IT E C T S 77 I ITH I/2" S0. X 16 Ga. • ALU5TER5 AT 4" O.C. CE55 SOLDIER 1-1/2" 50. X 16 CIO. m l { I = DECK RE: COURSE 1/2" E. ARcy �# STRUCTURALGEE F P05T 0 4 O.G. T PERED I G I I I I/2"_"HARD ROCK" I r. WALL �Q� �x0-� d INSULATION LAY BRICK THROUGH I _ JOISTS BAL ONYT SIDES OF I I CONCRETE FILL p, 5EMBLY RECESS SOLDIER j GOUR 1/21, —N Ix4 BASE U.L. Design U556 J'> 5578 P 1-1/2" 50. X 16 Ga. tV I _ �TF OF BOTTOM RAIL - =-i _ FLOOR TRUSSES mid Z +o ®2 C' I r. FLOOR/GEILING Olt Ix4 CEMENT - - A 5EMBLY BOARD TRIM " ATT U. .Design L525 i EEB. 7, 2007 269a GALV. FLASHING 3 -10'UMN - mint mid = �i `9 5/8" TYPE licit `9 7/7 I Hr. FLOOR/G (LING- = GYP. Br?. ON 26ga. GALV. FLASHING A55 MBLY RESILIENT FURRING STRUCTURAL U.L. Design L528 CHANNELS ®16" O.G. HEATHING CAST STONE LINTS Structural 5/8" TYP :GRO ING GYP. BD. ON 5/8" TYPE "X" I Hr. R OF/G i� _ ASSEMBLY 5/8 GYP. EXTERIOR SOFFIT BD. �..,/\__._ �-- RESILIENT FURRING GYP. BD. „ A55EM LY �t U. . Design P522 TYVEK TYPE G ON RESILIENT FURRING CHANNELS ® 16" O.G. APOR BARRIER • U.L. De ign P CHANNELS ® 16" O.G. TRANSOM % / ..... _ TAPED w/ FIBERGLASS MESH TAPE 4 TEXTURED I 2X4 STUDS STRUCTURAL w/ EPDXY "7RIG0-PLEX" RE: Structural CAST STONE LINTEL FROM SHERWIN WILLIAMS f I Hr. 101ALL j U.L. esign 356 = - R-15 GATT TRANSOM N j midJ 5/8" TYPE "X" m� INSULATION77/1 43 GYP. BD. 77 DOOR 11 1 = —I� FACE BRICK W/ 2X4 STUDS G.I. WALL TIES 1 @ 16" O.G. @ 16" O.G. EVERY 6th COURSE I i d) R-15 BATT INSULATION DOOR 12 = 1-1/2" 50. X 16 Ga. TOP RAIL ( 077 CCU WITH 1/2" 5Q. X 16 Ga. BALUSTERS AT 4 D.G. L FACE BRICK IN/ RECESS SOLDIER `9 6.1. WALL TIES „ m @ 16" O.G. EVERY DECK RE: COURSE 1/2" V O 1-I/2 So. X 16 Ga. 1-1/2 50. X 16 Ga. •— TOP RAIL p POST 4' O.G. 6th COURSE STRUCTURAL CU V. .�.� i I ABOVE 50' 11/2"-"HARD ROCK" cu CIO LAY BRICK THROUGH PROVIDE SPECIAL CONCRETE FILL J015 5 AT SIDES OF WALL TIES PER ♦^ WITH 1/2" 50. X 16 (50. BAL ONY STRUCTURAL -1d Ix4 BASE BALUSTERS AT 4 O.G. �� 1-1/2" 50. X 16 Ga. �y -i-+ RE: 1155.01 N BOTTOM RAIL • GE55 SOLDIER FLOOR 55E5 ^ Q' I-I/2" 5Q. X 16 Ga. DECK RE: DURSE i/2'' —i �p ®2C.C. �, I r. FLOOR/CEILING J POST @ 4' O.G. Ix4 CEMENT _ STRUCTURAL ! i A 5EMBLY o LAY BRICK THROUGH BOARD TRIM 11/2"-"HARD ROCK" A U.. Design L525 ♦ , boo J015 S AT SIDES OF 7_ CONCRETE FILL 1 r WALL C V BAL ONY _M—Id Ix4 BASE ASSEMBLY r 1-1/2" 50, X 16 Ga ty U.L. Design U556 5/5 TYPE licit BOTTOM RAI �' - 26 a. GALV. FLASHING / I Hr. F .00R =- GYP. BD. ON -_ _ g t' A.. RESILIENT FURRING _l STRUCTURAL U. . Desi .I - FLOOR TRUSSES CHANNELS ® 16" O.G. HEATHING CAST STONE LINTEL @ 2411 0.0.�, I r. FLOOR/CEILING Structural Ix4 CEMENT BOARD TRIM It 5/8" GYP. EXTERIOR SOFFIT BD. ! r, IN 'Q`� A 5EMBLY U. . Design n L528 5/8 X „ TYPE licit ON RESILIENT FURRING " TYPE " " 3 -10 CHANNELS ® 16" O.G. TAPED w/ FIBERGLASS I ( %� 5/8" TYPE "G" GYP. BD. VAPOR BARRIER 26ga. GALV. FLASHING I Hr. FLOOR/CEILING MESH TAPE 4 TEXTURED i GYP. BD. ON w/ EPDXY "TRIGO-PI ( — — — AFF A5SEMBLY � FROM SHERWIN WILLIAMS � RESILIENT FURRING _ — — _ _ — — _ — — 2X4 STUDS STRUCTURAL U.L. Design L528 ! (' ASSEMBLY ' CHANNELS @ I6 O.G. RE: Structural CAST STONE LINTEL WINDOW A / SHEATHING U.L. uesien U556 : Structural _ 5/S" GYP. EXTERIOR SOFFIT BD. 5/8" TYPE "X° �� INSULATION TYPE licit ON RESILIENT FURRING _, i ` �`� /'—'p GYP. BD. "7YVEK" 77 CHANNELS @ 16" O.G. TRANSOM — VAPOR BARRIER TAPED w/ FIBERGLASS ( I , -10 MESH TAPE $ TEXTURED ! 2X4 STUDS w/ EPDXY " TRIGO-PLEX" I @ 16" O.G. FROM SHERWIN WILLIAMS I Hr. ALL SSEII U.L. esign 1,1556 _ i `� MldA INSULATION 1 Hr. WALL mlos I i I A55EMBLY O O U.L. Design U556 DOOR 11 l I - CAST STONE SILL 26ga. GALV. FLASHING GE55 SOLDIER Wall Section - Upper COURSE I/2" 2 Scale: 3/4" _ I'-O" oqo , FEB. "1, 2007 CONTINUED _ ry p CITY COMMENTS Wall Section Upper aJ JAN. 26, 20OT 1 „ _ :: Ix4 BASE EMBRANE FLASING Ac, ITY GOMMENT5 MEMBRANE FLA5ING Ix4 BAS Scale: 5/4 I -O EP EVERY F.F. F.F. CONTINUED NOV. 50, 2006 AEERD JOINT T IRO JOINT PERMIT 155UE LL VO I D FILL VOIDN1714 GROUT Project: 06434 WITH GROUT D y Date: FEB. 7, 2007 F.G. IIA24 Wall Section - Lower Wall Section - Lower Scale: 5/4" = 1'-0" 5ca l e: 5/4" = I '-O" © Copyright 2006 Hill 4 Frank, Inc. Sheet — of The Drawings, Specifications and other documents prepared b the Architect for this Project are instruments of the Architects A P P y J service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including. the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of he .9, Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. n The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author o,` these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on 'other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. Ixb FIBER CEMENT BOARD FASCIA-- 5HEATHING RE: Structural "TYVEK" VAPOR BARRIER - TAPERED INSULATION 4" CANT STRIP --� SIBS ROOF SYSTEM DECK RE: (— STRUCTURAL SLOPE I/4"/FOOT TREATED 2X4 2x8 TOP PLATE FIBER CEMENT BOARD PANELS SHEATHING RE: Structural "TYVEK" VAPOR BARRIER 4" CANT 5TRIP--7 555 ROOF 51r5TEM DECK RE: STRUCTURAL A724" O.G. \ F-�-59/IN-WLATI 5/8" TYPE "G" GYP. BD. ON RESILIENT FURRING CHANNELS @ 16" O.G. II 25 ga. GALVANIZED GAP FLASHING i--TREATED 2x12 2 " ga. GALVANIZED P FLASHING TREATED 2x10 `J" SPACE REGUIR FOR MOVEMENT SOLDIER COURSE 5GAB 5TUD5 TO -51DE OF TRU55 @ PROJECTED E } FACE BRICK W/ G.I. WALL TIES @ 16" O.G. EVER 6th COURSE ABOVE 50' PROVIDE 5PEGIA WALL TIES PER STRUCTURAL RE: 1155.01 SHEAT I NG RE: Structural IITYV;=I,11II VAPOR BARRIER milt SOLDIER 1/2" I Hr. ROOF/CEILING ASSEMBLY U.L. Design 1522 RE: 4A25 Scale: 5/4" = P-0" ;,." SPACE REQUIRED FIBER CEMENT %:% FOR OVEMENT BOARD PANELS %' SOLD R COURSE TREATED 2x8 4 RIPPED 2X4- 5HEATHING SHEAT INS RE: Structural RE: 5ti,uaturol 17Y� / Y :: VAPOR BARRIER VAPC R BARRIER " SPACE Rr0U I RED TAPERED !'; FOR MOVEMENT INSULATION SHEATHING 4" CANT STRIP "' FAINTED BLACK - SBS ROOF SYSTEM REGE 5 SOLDIER RE: 5 CTURAL COURE E 1/2" DECK RE: - STRUCTURAL i ! ? / ttml�t "TYW%' EK" VAPOR 'I JBARRIER UNDER SHE NTHIN6 WHEN 7/ BE IND GLASS )F TRUS S T "O Y ;_ 5/5" TYPE "G" GYP. BD. ON RESILIENT FURRING CHANNELS @ I6" O.G. 5/8" TYPE GYP. BD. 2X4 5TUD5 @ 16" O.G. R-15 BATT INSULATION 3 Parapet Detail 5 I 54 I Hr. ROOF/GE I L I N(S mil- �55EMBLY � J.L.. Design P522 = ZE: 4A25 FACE BRICK W/ G.I. WALL TIES @ 16" O.G. EVERY (Pth COURSE ABOVE 50' PROVIDE SPECIAL WALL TIES PER STRUCTURAL RE: 1155.01 2X4 ALUMINUM WINDOW WALL GK 25 ga. GALVANIZED GAP FLA5HING FIBER CEMENT -BOARD PANELS SHEATHING - RE: Structural "TYVEK" - VAPOR BARRIER TAPERED INSULATION /-4" CANT STRIP 5155 ROOF 51r5TEM DECK RE: STRUCTURAL —I AT 5/8" TYPE "G" GYP. BD. ON RESILIENT FURRING CHANNELS @ 16" O.G. 24 &A. STANDING 5r-AM 6ALY. METAL ROOF ON 50# FELT ON DECK t Elevator Section Lower Sr -ale: 3/4„ _ - I O Scale: I/2" _ I O" © y the Architect for this ,Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain al l common law, statutory Copyright 2006 Hill Frank, Inc. The Drawings, Specifications and other documents prepared b and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project b others except b agreement J y � P y g ment in writing and with appropriate compensation to the Architect. Parapet Detail H I L L F R A N K ■ ■ ■ A R C H I T E C T S • MM� W CIO a) o -C_ E .o LL CU C _CU� vJ Q a) C- a) 0 0 4OV. 50, 2006 I 'ERMIT 155UE )ject: 06454 Fe: NO\/. 50, 2006 A27 Sheet — of J �J J Wall Section - Upper 1 Scale: 5/4" = P-O" CONTINUED H I L L F R A N K ■ ■ ■ A R C H I T E C T S • .Cc � m X _O C� U � E C- o cc r :,-a LL CU CU CU < 0 ,,.a C� r`' 0 U 0 Q Project: 06454 Date: FEB. I, 2007 I ram_ n__...�_.,.,, c`._,...:t:....1:....,. ....! ,.1L.,,.. .J..,,.....,._....1.. ...J h.. 11.,. A....L.:i....t F..r LL.:.. Or..:....f .,fr„manfe. l,f fha drnh:feni � r,aniino fnr rroc en/oh/ wifie racna+r+f fn fhiC Prnep/-f nnrl thin laYrh%tPrt .Shell hp C/P.P.1'17P_(j the author Of these documents and shall Copyright 2006 Hill 4 Prank, Inc.. Sheet — Of ,,tain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the '.�.._..._____ � b agreement in writing and with appropriate com compensation to the Architect. Architects Drawings, Specifications and other documents for information and reference in connection with the Owners use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, excepty g gp I Hr. WALL ASSEMBLY U.L. Design U305 200S IBC-111.2.5 CEILING AND FLOOR OPENINGS.... FACTORY -BUILT CHIMNEYS AND FIREPLACES SHALL BE FIRESLOCKED IN ACCORDANCE WITH UL 105 AND UL 121. MANUFACTURERS FIRE STOP- 5/8" TYPE "X" GYP. 50. I Hr. WpJ L ASSEMBLY U.L. De5ign U905 2003 IBC - 111.25 CEILING AND FLOOR OPENINGS.... FACTORY -BUILT CHIMNEYS AND FIREPLACES SHALL BE — FIRESLOGKED IN ACCORDANCE WITH UL 103 AND UL 121. MANUFACTURERS FIRE STOP 5/8" TYPE "X" GYP. BD. REGE55 5OL121M COURSE 1/2" I Hr. WALL ASSEMBLY U.L. De5ign U305 PRO.WT HEADER_. COURSE 1/2" 2003 IBC - -111.25 CEILING AND FLOOR OPENIN65... . FACTORY -BUILT CHIMNEYS AND FIREPLACES SHALL BE FIREBLOGKED IN ACCORDANCE WITH UL 109 AND UL 121. MANUFACTURERS FIRE STOP- SHEATHING _, RED Strvatura MANUFACTURERS FLUE SYSTEM- SASKETWEAVE- PATTERN PRO.EGT HEADER - COURSE 1/2" FACE BRICK W/ 6.1. WALL TIES --- • 161, O.G. EVERY 6th COURSE RECESS SOLDIER _ COURSE 1/2" SUPERIOR MODEL BR-42 INSTALLED PER MANUFACTURERS INSTRUCTIONS AND COMPLYING' WITH THE 2003 IBC. RECESS SOLDIER _ COURSE 1/2" EXPOSED CONCRETE FLOOR-i I Hr FLOOR/CEILIN& ASSEMBLY .L. Dow= L514 I Hr FLOOR/CEILIN6 A55EMBLY .L. De5ign L514 I Hr. F OR SEH! L. Pool TYPE "6" BD. ON LIENT FURRING 4NELS a 16" O.G. "X" 517. I Hr. PLOOR/GEILIN6 A55EM5LY .L. De51an L514 I' °51 EM L. De51 TYPE nI n ED. ON V ILIENT FURRING NNELS a 16" O.G. iPE "Xn YR 50. I Hr. WALL ASSEMBLY UL. e51gn USO5 7 Fireplace Section ADDED 5EGTION I V-10" 2'—IOn 2�.ia 21-4" 2�'-4" �-4n 21 PEEP HOLES 0 Q \ / .D o I 0 I \ M \ / $068 FLUSH PANEL 21068FLU5H PANEL 21066FLU5H PANEL 2266 FLUSH PANEL A8FLU5H PANEL 24A FLUSH PANEL 2` &FLUSH PANEL 00611 ALUMINUM/6LA55 5%6ALUM INJM/&LA55 HOLLOW METAL 20 MIN. UL RATED HOLLOW WOOD NONRATED HOLLOW WOOD NON RATED HOLLOW WOOD NON RATED HOLLOW WOOD NON RATED 2V FLUSH PANEL HOLLOW WOOD HOLLOW WOOD NON RATED MULLION TEMPERED GLASS TEMPERED GLASS EXTERIOR GRADE LEVER ENTRY LOCK SET LEVER PASSAGE SET LEVER PRIVACY SET LEVER PA59A&E SET LEVER PASSAGE SET STACKED LEVER PRIVACY SET EXTERIOR GRADE NON RATED NON RATED PANIC HARDWARE DEAD BOLT CLOSER NON RATED 2 LEVER PA56AOE SETS . PANIC HARDWARE CLOSERS 2 PEEP HOLES. 4 HINGES 6 0 0 CLOSERS 8 0 9 0 NOTE: ALL EXTERIOR DOORS TO HAVE WEATHERSTRIPPING AND HG THRE5HOLID. 3� 31 I I 1 I 6068 FRENCH W/ TRANSOM 6%6 FRENCH W/ TRANSOM 9C68 FLUSH PANEL All FLUSH PANEL 3468 FLUSH PANEL A8 DIVIDED L16HT DIVIDED LIGHT HOLLOW METAL YV HOLLOW METAL W/ HOLLOW METAL W/ HOLLOW METAL INSULATED GLASS INSULATED GLASS HOLLOW METAL FRAME HOLLOW METAL FRAME HOLLOW METAL FRAME W/ HM FRAME LEVER ENTRY LOCK SET LEVER ENTRY LOCK SET 20 MIN. UL RATED LEVER OFFICE LOOK SET 20 MIN. UL RATED 90 MIN. UL RATED HEAD d FOOT BOLTS HEAD 6 FOOT BOLTS LEVER OFFICE LOCK SET LEVER PRIVACY SET PANIC HARDWARE EXTERIOR GRADE EXTERIOR GRADE CLOSER CLOSER CLOSER NON RATED 0 11 NON RATED 12 14 15 16 31 I I -00 31 I , 318 FLUSH PANEL A8 A8 3%8 a%a HOLLOW METAL W/ HOLLOW METAL HOLLOW METAL HOLLOW METAL HM FRAME HOLLOW METAL FRAME W/ HM FRAME W/ HM FRAME W/ HM FRAME OPENING LEVER STOREROOM LOCK SET 410'MIR UL RATED 20 MIN. UL RATED PANIC HARDWARE CLOSER LEVER OFFICE LOOK SET LEVER PASSAGE SET NO EXTERIOR TRIM CLOSER DEAD BOLT CLOSER CLOSER A023 \ b-0 In 4'-6"W x W-10"H 2 - 3'%"8 a%8 HOLLOW METAL W/ HM FRAME LEVER STOREROOM LOCK SET CLOSER 10 OVERHEAD COILING HOLLOW METAL DOOR W/ W/ HM FRAME LOCKING RAIL LEVER STOREROOM LOCK SET 20 MIN. UL RATED CLOSERS W/ HOLD OPEN HEAD 4 FOOT BOLTS n- ma H I L L F R A N K ■ ■ IN A R C HI T E C T S • D ARc E. --I 5578 +P E 01 EEB. 7, 2007 0) C �— Cl) M x 0 ♦ : I— EO u) o 'C CM J 00 APPLIED Q ' MULLIONS FEB. 1, 2001 4 Q V TO MATCR AOIT'T' COMMENTS 94"x2S" 34"x28" 94"x28" 94"X28" WINDOWS CLEAR CLEAR CLEAR CLEAR CLEAR .1AN. 26, 2OOi OPENING OPENING OPENING OPENING OPENING AOITY COMMENTS b.b 5F 6.6 5F J. SF b.b SF 6.6 SF 4 4 4 4 Q NOV. 30, 2006 4 a N iv n PERMIT I55UE 2-5060 5060 2-3060 W/ TRANSOM 5060 W/ TRANSOM 2-50541 FIXED OVER 6060 Project: 06434 SINGLE HUNS SINGLE HUNG SINGLE HUNG SINGLE HUNG 2-5060 FIXED OVER FIXED ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAME 2-9060 SINGLE HUNG ALUMINUM FRAME Date: EE�3. -T, 2007 DIVIDED LIGHT DIVIDED LIGHT DIVIDED LIGHT DIVIDED LIGHT ALUMINUM FRAME 6ASKETED FRAME INSULATED GLASS INSULATED GLASS INSULATED GLASS' INSULATED &LASS DIVIDED LIGHT PER IBC SECTION 404.5 INSULATED &LASS EXCEPTION TEMPERED &LASS A29 0 0 0 0 0 Door / Window Schedules Scale: 1/4 -1 -O 0 Copyright 2006 Hill 4 r'rank, Inc. Sheet — of UG CD N The Drawings, Specifications and other documents prepared b the Architect for this Project are instruments of the Architects 9 P P P y J service for use solely with respect to this Project, and the Architect shad be aeemea me aurnor or rnese aocumenrs ano snap rerarn all common raw, srarurury anu umur reserveu nytns, rncruuiuy urc uuyylfy„�. ,,,c VW!/6! 0lu UV PC7!//1![t C; lV /CC4N/ VVt/IGJ, RlW {I4I/It' ,c%/, vv{da .6/v .vr,v +, v. -- O0 Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. PROTECTO WRAP I I I INSTALL MEMBRANE ABOVE WINDOW OVER TOP FLANGE (SEAL MEMBRANE WITH MASTIC TO SHEATHING 4 STAPLE) TRIM EXPOSED MEMBRANE BEFORE APPLYING SEALANT NAIL WINDOW FLANGE TO GYP SHEATHING INSTALL MEMBRANE OVER SIDE FLANGES AND BOTTOM MEMBRANE TRIM EXPOSED MEMBRANE BEFORE APPLYING SEALANT _ INSTALL MEMBRANE OVER BOTTOM FLANGE 14 TYP. MEMBRANE FLASHING @ EXTERIOR OPENINGS NO SCALE 2X4 LAY FLAT "')P PLATE .020" PV FLA5HIN6 HEADER (SEE STRUCTURAL) JACK STUDS — SOLE PLATE - LOAD -BEARING 1 3 HEADER DETAILS NO SCALE LL MAX. WEEP EVE 3rd BRICi SHEET FLA51 5TRUCTURfi CAST STOI` LINTEL STEEL L I I` (SEE SCHEr, SEAL. BRICK MC 8" GYP. BD. 4EATHINS EE STRUCTURAL) •2X HEADER EE STRUCTURAL) TRIM SHEET FLAB 5TRUCITUR CAST STO LINTEL SEAL 12 TYP. WALL CORNER PLAN 8 EXTERIOR TRANSOM HEAD 4 WINDOW HEAD SCALE: 3= I 0 50ALE: 3- I 0 SCALE: 3= I -O 11 TYP. WALL INTERSECTION SCALE: 3" = 1'-0" STUDS 4ER DRIVEN FASTENERS 4 iHERS ® 4'-011 O.G. # NOT )SER THAN 3" FROM END OLATE. SET 8 5HANK HETERS INTO SLAB MIN. STRUCTURAL FOR A.R WALL ANCHORASE 10 INTERIOR PLATE DETAIL_ SCALE: 3" = 1'-0" 5 BATT INSUL. ATHING STRUCTURAL) ',HOR BOLTS STRUCTURAL DRAWINGS t SIZE AND SPACING ATED SOLE PLATE IN SEALANT SEALER 9 EXTERIOR WALL PLATE DTL. SCALE: 3" = 1'-0" BRICK SEAL BRIG, 11711 IAA WE 7 EXTERIOR DOOR HEAD SCALE: 5" = P-O" nLVI - 1. 1 1 II\L.✓1 IV LY SET IN SEALANT 5 EXTERIOR DOOR SILL SCALE: 3 = I -O GYP. BD. 4THIN5 STRUCTURAL) zIM SHIM WOOD FRAME BRIG 3 WINDOW JAMB SCALE: 3" = 1'-0" SEALANT vw, GOMPRE551 BACKER RC CAST 51 SILL 2 WINDOW SILL SCALE: 3" = 1'-0" 8" GYP. BD. 4EATHINS EE STRUCTURAL) •2X HEADER EE SCHEDULE) ITL. CORNER BEAD I" MOLD tLUM. WINDOW HEAD " (5YP. BD. °ATHING E STRUCTURAL) -L. CORNER BEAD UM. WINDOW JAMB _UM WINDOW SILL 6 SILL _OCKINS TRIM 811 GYP. BD. iEATHING EE STRUCTURAL) 311 GYP. BD. •2X HEADER :E STRUCTURAL) 11M TRIM )OD FRAME W&' THK. AD. DOOR 1 INTERIOR DOOR HEAD - JAMB SIM. SCALE: 3" = 1'-0" H I L L F R A N K ■ ■ ■ A R C H I T E C T S • C U) MME W � O E E V. _o Q� O ov r Project: 06454 Date: NO\/. 50, 2006 A30 rho nri, u.; .,.,�+ C., `,..: f:...,+;..., �, .,., .J ..fh..r .✓.. �.. �.. ....., ...........t t.., ta_ n_i r__ _-__--- c a,_ .. , © Copyright 2006 Hill 4 Frank, Inc. Sheet — Of ..._ _._..'..�_, _r.._...___._.... .,,,,. �.,,.,, „•„ r,,,,r,,,,„ , �,,,, ,,,�,,,«,�,L ,,,, L,,,,, „ JcL,L �,� LJ L/! G//G n/L/NLCC.LJ JClV/C.0 /V/ UJC au✓uly rvnn icsNecc cu Lnws rruiecr, unu me Hrcnirecr snag oe oeemea me aurnor or tnese documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the P P 9 P P Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. J J J LETTERING TO BE 2" HIGH I _O HELVETIGA CONDENSED —\ I H I L L F R A N K ■ ■ ■ A R C H I T E C T S • E. A- yA -a 6575 P '9rF OF JAN. 26, 2007 16 GA. 6ALV. STEEL OR .065" ALUMINUM GREEN LEGEND 4 BORDER ON WHITE BAGK6ROUND WHITE SYMBOL ON BLUE BACKGROUND LETTERING TO BE 1 1/2" HIGH VAH � HELVETICA CONDENSED a ACCESSIBLE 51-011 IV 2 Reserved Parking Sign Scale: I" - 1'-0" REYI5BD 51M AND EXTERIOR MATERIALS � A First Tier 1 Pl"an NORTH e Copyright 2006 Hill 4 Frank, Inc. -0 U) MM� W X Eo CCU t — -16.0 LL CIO 0 � (D <C a� a� D 0 0 <C JAN. 26, 200'7 CITY GOMMENT5 NOV. 50, 2006 PERMIT 155UE Project: 06454 Date: JAN.26, 2007 GA1 Sheet of The Drawin s, S ecifications and other documents re ared b the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the 9 P P P Y Architect's Drawings, Specifications and other documents for information and reference in connection with the Owners use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. 1 REVI5ED SIZE AND EXTERIOR MATERIALS \, A )' Second Tier Plan Scales V8" = P-O" NORTH ® Copyright 2006 HIII 4 drank, Inc .. .. .. •, e.. , _,__„ __i_-•- _u __��__ ,_.... _1_1..1__.. --..4,*- Ithn .+..nvr;..hf TF,a 1)w—r ohnll ha narmiffar! fn rafnin nnnips- inchjdinn rpnrnducible copies. of the H I L L F R A N K ■ ■ ■ A R C H I T E C T S • Cn U� E C o CU V. = LLCU� CD QDCD a� 0 0 - ©C Project: 06434 Date: JAN.2(o, 200-7 GA2 Sheet of and other documents prepared b the Architect The Drawings, Specificationsn p p y for this Project are instruments of the Arcnitects service ror use so/eiy wirn respecr ro rnis rrojecr, uno Eric wcnrcece snurr uc uCC/rmu LrrG VULrIV/ Specifications documents shall not V, uluou. VV(.Urtf6„LJ V/,V O, IV„ ,GLV,,, be used by the Owner or others on — v....... — ,—, vwa w.J —"— other projects, for additions to v`.• • •`— •..� •y••• , ••• ^_...� this Project or for completion _.._ __, ,.11.._. ..._ _...._. ___ , of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, or other REVISED SIZE AND EXTERIOR MATERIALS � A r "hird Tier Plan -��� kale: I/S" = I'-O" NORTH ® Copyright 2006 Hill t Frank, Inc. H I L L F R A N K A R C H IT E C T S • X O� E -a—+ LL CIO ♦♦C^^ C' C CD r.. V 0 AJAN. 26, 200-7 CITY COMMENTS NOV. 50, 2006 PERMIT ISSUE Project: 06454 Date: J,AN.26, 200-T Sheet of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's servic for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occu inc y of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. 8 PRE -FINISHED STANDING SEAM METAL ROOF PAINTED STEEL TU5E RAIL 4 5ALLU5TER5 4 ie�A'7 n South Elevation L H I L L F R A N K ■ ■ ■ A R C H I T E C T S ��RED ARC C9�� pR E. 55�78 Q JAN. 26, 2007 Cn U� E � o LL D- QU) aD 0 0 Q REVISED SIZE AND EXTERIOR MATERIAL5 Ar Project: 06454 Date: JAN.26, 200-7 1 East ElevationGA4 Scale: 1/8 1 O 0 Copyright 2006 Hill 4 Frank, Inc. Sheet of W The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shah retain all common law, statutory and other reservea ngnts, incding me copyrngnt. me Owner snob be perrm uu cu remrrn cuples, muluunly /Cp/VUU(7U/C GUpIC.7, UI Lim; N Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. W d PRE -FINISHED STANDI SEAM METAL ROOF PRE -FIN SHED GU R PRE -FINISHED GAP FLASHING METAL I / I\ CONTINUOUS CORNICE i PLASTER J M4 -------------} r rf rs t 1111 r -r-17s� � ------- L-L �1 GONTI NU CORNICE A DECORAT PLASTER IVE LINTEL BILL -{---------- PLASTER EXPANSION JOINT (EJ) (typ) i — _------- — — — — — — — — — CONTINUOUS — — — — — __ �R — — — — — PLA� H�P) ---- -- EJ ----- (typ) PLASTER —----0-- _ EJ (typ) ' O _ O FINISH O -- ----- m --------- — — — — — — — ----- PAINTED STEEL ' TURF RAIL_ $ BALLU5TER5 4 r-7A-T OPRE-FINISHED STA 3 4 6 SEAM ME7 IL ROOF 12 ilfft- PRMECOPRE-FINISHED METAL IGAB GAP FLASHING 4GA't HPRE FINISHED META I GAP FLASHINGO I.- 9 - I CORNICE US PLASTER NI U-1 OUS PLASTER i North Elevation — — — — — — — — — — — — — — — — — — — — 1Z S�ONTI OU5 PLASTER ' cV 0 in _ PLASTER EXPANSION_In PLASTER EXPANSIO JOINT (EX (typ) .D — p PLASTER FIN15H � EJ (typ) — — 0 ( � PAINTED STEEL PICKET FENCE 1 West Elevation 5001e: I/8" = P-O" REVISED 51ZE AND EXTERIOR MATERIALS \ A /J H I L L F R A N K ■ ■ ■ A R C H I T E C T S 0 D ARc E. 5.5 B P -9TF of JAN. 26, 200-7 Cn 2!N W W O -ice U � ECo � r�.0 Co 0 L -~ CD a) -r--+ 0 U 0 C" /.\ JAN. 26, 2OO-7 �� G1TY COMMENTS NOY. 30, 2006 PERMIT ISSUE Project: 06454 Date: JAN.26, 200-1 L�J_�IJ I- m copyright 2006 Hill 4 Frank, Ina. Sheet of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architec t's s service for use solely respect with ect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the p J Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. uarage oection REVISED 51ZE AND EXTERIOR MATERI AL5 \ A )' H I L L F R A N K ■ ■ ■ A R C H I T E C T S • ��RED A,QC, E. LLJ 557a �T JAN. 26, 200-7 0 C CU E 0 CU LL Ca 0.1.4 CU (D Q 0 CD oU Q Project: 06454 Date: JAN.26, 200-T ® copyright 2006 HIII $ Frank, Inc. Sheet of 1-1 ..4-4,4— —4 -4-1— --A A rinhfo innlur/inn Mm r,nnurin111' Tho nwn Ar .ahnll ha permitted to retain conies. including reproducible copies, of the documents prepared b the Architect The Drawings, Specifications and other p p y for this Project are instruments or the arcnitects J service ror use solely wan the respect to Lens The Architect's rruiecL, Uric UIV hr w,ncct �rlul+ Ua ucUI[IC7 l//6 NUN/VI Drawings, Specifications or other documents shall not -1 11)1- VVVU/V/w +.�+. v.v. be used by the Owner or others on -11 `� 11,1•`1. --, `• -�_ ., �... other projects, for additions to _..._. ___. __ ..�..__, .___. _.. 1_1 this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of project'. 1- \ 0 a° 25 ga. PRE-FINISHI=D METAL GAP FLASHING TREATED 2x10 PLASTER MOLDING d- N 12" STEEL N VEHICLE BARRIER W } > 3" GONG. SLAB O ON 3" METAL DECK N PLASTER 2 "x6" " CEMENT FIBER BACKER .BOARD 8" PLASTER. ON SELF_ FURRING METAL LATH 1 1/2" METAL PANEL (SEE STRUCTURAL) SILL FLASHI 01 12" STEEL VEHICLE BARRIER > 3 GONG. SLAB ON 3" METAL DECK • G °° A SLAB BEYOND COMPACTED FILL 4 Wall Section Scale: 1/2" = 1'-0" I• N W d 28 ga. PRE -FINISHED METAL GAP FLASHING TREATED 2x10—\ N " CEMENT r IBER BACKER B ARD PLASTER MOLD I NG- 2 "xb" g" PLASTER ON SELF_ FURRING METAL LATH FURRING METAL LATH 0 STEEL LINTEL (SEE STRUGT.) 1/2" 50. STEEL PICKETS ® 4" O.G. IN 11 Wall Section W Scale: 1/2" = I, -OH 1 Wall Section 2 „ _ Scale• I/2 - 1 O 12" STEEL VEHICLE BARRIER N W } o 3" GONG. SLAB N ON 3" METAL DECK O N W � O 4 } R50. ST�EL TUBE AILS N W � r 1/2" NON -EXTRUDING PREFORMED EXP. JOINT q° 26 ga. PRE-FINI5HED METAL GAP FLASHING /—TREATED 2x10 MOLDING PLASTER MOLDING 2" xb" PLASTER ARCH 211x(01 STEEL LINTEL — (5EE 5TRUCT) 1/2" 50. STEEL 5ALU517ER5 ® 4" O.G. H I L L F R A N K ■ ■ ■ AR C H ITECTS. 0 D ARc E. F y% 5578 P qT£ of JAN. 26, 200-7 U) MM� W o CU L��4^^ V. CU — -4-1 VJ -�-+ 0 0 REVISED SIZE AND EXTERIOR MATERIALS 11 A JAN. 26, 200'7 CITY COMMENTS NOV. 30, 2006 PERMIT 155UE Project: 06434 Date: JAN.26, 200-7 GA7 Wall Section Scale: 1/2" = I'-O" 0 Copyright 200(2 Hill t 1^rank, Inc. Sheet Of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and snail reran all common law, statutory ona orner reservea ngnrs, inctuamg me copyngnr. Inc uwner anus ue peirrmiuu cu rucu,n uuplvz), 11noluuIl,y rvP1VUuwuic (.VfJ,CO, V, 1,,G Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. Q a" 28 ga. PRE-FINI5HED METAL GAP FLASHING TREATED 2xI0 PLASTER MOLDING 2 x 12" STEEL d VEHICLE BARRIER (V (V + PLASTER MOLDING 2 "x6" Al r �" CEMENT FIBER_ BACKER BOARD PLASTER ON 5ELF- FURRING METAL LATH 1 1/2" METAL PANEL- (SEE STRUCTURAL) O 5" GONG. SLAB ON 5" METAL DECK CONT. STEEL LINTEL (SEE STRUCTURAL) 6" STEEL COLUMNS (SEE STRUCTURAL) J 0 12" STEEL VEHICLE BARRIER d) U) O 5" GONG. SLAB ON 5" METAL DECK I SEALANT 1/2" NON -EXTRUDING PREFORMED EXP. JOINT q, Wall Section 1 , a" 28 ga. PRE -FINISHED METAL GAP FLASHING TREATED 2x10 PLASTER MOL ING 12" STEEL " CEMENT 1515- Pi VEHICLE BARRIER - BACKER B ARD PLASTER MOLDING " PLASTER ON 5ELF_ URRING METAL LATH PLASTER ARCH_ 2"x6" O i STEEL AN&LE (SEES UGT.) 50. 5TE L PICKETS @ 4" D.G. O i- > 5" GONG. SLAB ON 5" METAL DECK ARCHED STEEL LINTEL (SEE STRUGT) I 50. STEEL TUBE RAIL5 SEALANT i 1/2" NON -EXTRUDING /PREFORMED EXP. JOINT 3 Wall Section Scale: 1/2" = 1'-0" I A 28 go. PRE -FINISHED METAL GAP FLASHING TREATED 2x 10 PLASTER MQLr ING d- + N " CEMENT MBER B ARD PLASTER MOLDING 211x6" 12" 57EEL VEHICLE BARRIER NBACKER - 41 S" PLASTER ON SELF FURRING METAL LATH PLASTER ARCH ARCHED STEEL LINTEL _ (SEESTRUCT) STEEL ANGLE (SEE STRUGT.) 111 T52x2x1/8" RAIL 4 3-I/2x3/8" ANGLE ( H) AEL7ED TO CHANNEL 1/2 " 50. STEEL BALUSTERS a 4" O.G. WELDED TO ANGLE I - 12" STEEL SEALANT i — VEHICLE BARRIER PLASTER SILL 6' CHANNEL - (SEE STRUCTURAL) _ m 4 OJ N CEMENT FIBER B" GONG. SLAB BACKER BOARD ON 5" METAL DECK 8" PLASTER ON SELF . FURRING METAL LATH PLASTER ARCH ARCHED STEEL LINTEL _ (SEE STRUCT) - STEEL ANGLE (SEE STRUCT) N _ O tu I �" PLASTER ONSELF d > FURRING METAL LATH i - 0 in FRENCH DRAIN (TO 5TORM 5Y5TEM) 2 Wall Section -PREFORMED :: EXPINJOINT I 12" STEEL VEHICLE BARRIER ctz 5" GONG. SLAB ON 5" METAL DECK 4x5-I/2x5/8" AN (LLH) WELDED TO C HAS 12" 5TEEL VEHICLE BARRIER 6" CHANNEL m (SEE STRUCTURAL) O N I I" SQ. 5TEEL TUBE RAILS 12" STEEL VEHICLE BARRIER--�� p SEAL ry 1/2" NON -EXTRUDING PREFORMED EXP. JOINT G all 28 ga. PRE -FINISHED METAL GAP FLASHING r-TREATED 2x10 tf- PLASTER MOLDING tf- N PLASTER MOLDING 2 "x6" PLASTER ARCH ARCHED = 5TEEL LINTEL (SEE 5TRUCT.) _ STEEL ANGLE (SEE STRUCT) T52x2x1/8" RAIL 1/2" Sa. STEEL BALUSTERS ® 4" O.G. WELDED TO ANGLE SEALANT _ PLASTER 25� x6" _ N O " CEMENT FIBER �y BACKER BOARD, g" PLASTER ON SELF FURRING METAL LATH PLASTER ARCH ARCHED - \_ 5TEEL LINTEL (SEE STRUCT) _ STEEL ANGLE (SEE STRUGT.) 1 /2" 50. 5TEE BALUSTERS ',c :).C. H I L L F R A N K IN ■ ■ A R C H I T E C T S • [ ARC, E A y�'A --I 557'b OF .LAN. 26, 2007 0 C co 2:s rn x U� E � o CL♦^ 4-1 VJ ..� �0 00 REVISED 51ZE AND EXTERIOR MATERIALS 0 r I JAN. 26, 200-7 CITY COMMENTS NOV. 50, 2006 PERMIT ISSUE Project: 06454 Date: JAN.26, 2007 1 Wall Section Seale: I/2 - I O ® Copyright 2006 HIII Frank, Inc. Sheet Of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain al/ common law, statutory and other reserved rights, including the copyright. ine owner snarl ae permitted to retain copies, including reproauciDie copies, or the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. ,HED )TTER GOUT IN15HED METAL FASCIA .R MOLDING METAL PANEL STRUCTURAL) tSHI NG Z Stair 2 Section PRE -FINISHED METAL GUTTER 4 DOWNSPOUT PRE -FINISHED METALFASCIA th PLASTER MOLDING 2"x6" PLASTER LINTEL MATCH STONE I STEEL LINTEL (SEE STRUCT.) I I ( : I T52x2x1/8" RAIL i 1/2" 50. STEEL BALUSTERS ® 4" O.G. WELDED TO ANGLE SEALANT ! PLASTER SILL MATCH STONE 1 1/2" METAL PANEL (SEE STRUCTURAL) DRIP CAP , i �0 I ' 1 o : HOLLOW METAL DOOR 4 FRAME i I i t O I UM. THRESHOLD i T IF FULL BED F SEALANT 24 GA. PRE -FINISHED STANDING SEAM METAL ROOF 4x5-I/2x5/5" ANr7LE (LLH) WELDED TO CHANNEL N 6" CHANNEL (SEE STRUCTURAL) 5" GONG. SLAB ON 5" METAL DECK 6" STEEL RAFTERS (SEE STRUCTURAL) O �v 1-1/4" PIPE Q. MOUNTED 3 1-1/2" CLEAR 61O.D) HANDRAIL ABOVE TREADS AND OF BALUUSTERS 1-1/4" Dia. (1.61" O.D.) Painted Pipe Rail i l " METAL DECKING (SEE STRUCTURAL) OPENINGS TO PREVENT PA55AGE OF 4" SPHERE Riser Metal Treads r ,• 12" Steel Channel Stringers LEVEL 5 all '.. G.M.U. W/ TRUSS TYPE HORIZONTAL REINFORCING EVERY OTHER COURSE AND #5i VERT ® 52" O.G. FILL. CELLS W/ &ROUT (SEE STRUCTURAL) LEVEL 3 LEVEL I H I L L F R I A N K ■ ■ ■ A R C H IT E C T S • 0 �C Cn Co Ua)C O co LL r CU ♦♦CU^^ v! Q cD -f-�+ CM ^♦ a) O P 1 �.i 0 REVISED SIZE AND EXTERIOR MATERIALS \. 0 r 1\1JAN. 26, 200-7 CITY COMMENTS NOV. 50, 2006 PERMIT ISSUE Project: 06434 Date: JAN.26, 2007 ' 4x4x1/4" Glip Angles Welded i to Stringers. Attach to 51ob I with 1/2' Expansion Anchors (3A9 i Stair 1 Section scale: 1/2 I 0 i ® Copyright 2006 Hill 4 Frank, Inc. Sheet Of The Drawings, Specifications and other documents prepared b the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, o e 9� P P P Y J Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. (7) IA PRE-FINI5HED METAL GUTTER $ DOWNSPOU\,, T E PRE -FIN 15HED METAL FASCIA SOLDIER COURSE Im I• 0 N O N CAST STONE — LINTEL STEEL LINTEL — (SEE 5TRUCT.) TS2x2xl/8" RAIL 12" 50. STEEL BALUSTERS (P 4" O.C. WELDED TO ANGLE SEALANT CAST STONE SILL 1 1/2" METAL PANEL (SEE STRUCTURAL) FACE BRICK W/ 6.1. WALL TIES ® 16" O.G. EVERY 6th COURSE 50REAED TO METAL PANELS DRIP GAP HOLLOW METAL DOOR $ FRAME `6" STEEL RAFTERS (SEE STRUCTURAL) 24 6A. PRE -FINISHED 9T_AN1P i NC -SEAM METAL ROOF CONT. STEEL LINTEL (SEE STRUCTURAL) I/2x2-I/2x5/5' ANGLE .H) WELDED TO CHANNEL 6" CHANNEL ��• I; (SEE STRUCTURAL) j 5" GONG. 5LAB ,f ON 5" METAL DECK e m• 1-1/4" PIPE (1.67" O.D.) HANDRAIL MOUNTED 54" ABOVE TREADS AND 1-1/2" CLEAR OF BALLU5TERS O cn � iM. THRESHOLD N IF FULL BED SEALANT Painted Pipe Rail I I'-O" . 1111 METAL DECKIN6� (SEE STRUCTURAL) 0 0 m �n r a r OPENIN65 TO PREVENT PA55A6E OF 4" SPHERE j\-Concrete Filled Closed-" Riser Metal Treads r 12" Steel Channel i Stringers N ts- 4x4xl/4" Clip Angles Welded to Stringers. Attach to Slab 8" G.M.U. W/ TRU55 TYPE HORIZONTAL RE I NFORC I N6 EVERY OTHER COURSE AND #5 VERT @ 52" O.G. FILL CELLS W/ GROUT (SEE STRUCTURAL) H I L L F R A N K ■ ■ ■ A R C H I T E C T S • CD MM� W CU q^ U� EO � VJ O o r NOV. 50, 2006 PERMIT ISSUE Project: 06434 Date: NOV. 50, 2006 2 Stair Section with 1/2' Expansion Anchors Stair Section Scale: 1/2" = 1'-O" Scale: 1/2" = 1'-0" O'Gopyright 2006 HIII 4 Frank, Inc. Sheet The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. of NOTES: 7p1 _ 1,3'_4 ���\ 14,_2 6" THICK CONCRETE SLAB REINFORCED 57.01 141_2» W 4 CONT. 0 12 O.C. EA. WAY / 1 CENTERED IN SLAB. REINFORCING SHALL ` / 13'7 5/gA BE CHAIRED TO MAINTAIN THE N 11 REINFORCING AT ONE THIRD THE DEPTH L BELOW THE TOP SURFACE DURING / �"'' S701 CONCRETE PLACEMENT. , / • ;:•.. �_ RE: GEOTECHNICAL REPORT. S1 P. .01 " / a / _ J� Cl r �/ / h / 02 �- r ^ � Al BI A � � 3 57•0 V. ' 1N� U.Np/1 Al � �- z Al 70 Cl , �,..: .� • �:: Al .� �� / 90 ' h N 131 T-fi 7/8" 13'-5 1/2" '_0" 20'-4" '-0' 33'-431 '-0• 2_7 -4 -0 33 -6 -0 20 -4 -0 32'-11 1/8" 7 11 A ' A 6 0 / �v S7. 0100 L:Y: , ­71ff-7� ... 7"' - A 5 --_ OD 11 0 1 1 -2 11 -2 ill-oo.11 -2 11 -0 11 -2 Al I I I I: 1-�.�:.:•.'} i S7.01 ...... 1YF 0 ALL C;I 9;:- :;.1:f: ; 5-51/B / !: - , C1 s7.01 C1 Q1 / _o .:.::::::::::::k I I 11 I I INT.: BMS, U.N.O.) I I II i I I I I I I a i' M � o o C1F/ 00 N LD L f Ir 77 7"v- " , t If IT •' ' •'1' 11 � 1 , � f � 1 S7.01 1:.8.-:9:; 1 2 _ : I 9-1.1.:::.. .: _ _ _ , ::....,_ 1 _ » :: , ...":.L. I » » { - / 4 11 13 0 10 2 11 10 1..0.. 6 9 8......::....6 10 -2 10-2...•:,... 13 - 10 -2 11 -10 ':..:�1:.0.-6 � -2 8 -6 � -2 8 -7 : ! 9 3,a/3 •w / j h .,. " .. 00 .. , » is n r-� :,,• ...» , Yf , ' �,.....:. , » ,. `. r .., " r , '» , » ...: , ..�, r,::CJ tl �. .�.... Y:.. °o 1. 0 :: & 5 -p..l. :. 9-2....... 5 -8,.4 9 2 .5 8 :9 : 4 i - ) _ -.- / 4 w 3 ........ . ... } c•� S7.01 :. 1 - - - - - - - - - - - - - - - - r 00 :::_--.. - \ F 1 / - - - - - - O - - - 0 5 / / ................... . i °' S 1 1 s7.01 -�- / i $73' .- _ _ 1 - - Tj 00 tV . .,, ._ :. 1 fY :: 7 » 7 f1 ) » � f- " f f � � :: ., .. .. , " .. :: , fl d912 7 618 \ / 9 1 9 2...... 9 4 15 8 9 2 - :- _ .:;..,,.::: _ �_ " -10 1 8 r r 7 /- 0 ,. , ...... 9 3 ....... 9 4 15 8 / 5 -0 9 -2 ::..:: : 9 -4 1 5 -8 8 -2 : !8 -6 9 -2 3/4:: > 7 -3 ---�-- S7.01 �\ . S7.01 (1 r` `� N f , , 1 \ _► f0 -9 1�2 ::�u- /(8"�: ..... -. '} :: - 0 -2 1 .8... M ..10 1I/8 ( ,_ " 8 ,-2 1 8 8.-5...7.. 8..: 2 1 8 :.... >_ » r_ » _ ! i% : wl I I...... 10 .2...... �3 I 1", /..... I Y 10 6 / I 8..5............10 .3:::.:. I ( 10: 2 : 10 6.1�8:: I� 11� 9 7�`8 1Q 21..:: �13- _,.`.:..:_::......` L- - . _ / :. i T. - 1 _ 1 _ , -- S7.01 II A2 II II cl II I,IElII I I I I I I I I(I II C' „ �, I I Al :I I Al :E , „ 11 2 1 8 :: 7 » , - r 7, j Al 1n �I _ N � � I .�. 11 -2 �� 11 -0 / � (�I I�I I�!� I�I � 11 -2 11 -1 �Q 11 2 1/8 1: 11'-2 1/8 11 -0 ICI ICI i �m L r r o /.. r / / / ! h r / r / r J:..-I.....-. J. - J -1 _l -1 ;1 .............................................. : co 10 i 10 --- -=- -� o S7.01 S7.01 12 11 13 S7.01 S7.01 S7.01 10'-9" 9'-0 1/2" '-0 20'-4" '-0 33'-41' '-0 14'-8" '-0 10'-81, '-0 33'-6" -0 20'-4" '-0 33'-4" '-0 27'-1» 2'-01/2tl 8'-6 3/4" 239'-7 3/4" 5/8n 1.) -CROSS HATCHED AREAS INDICATE TO WARP CONCRETE SO THAT CONC. IS FLUSH AT ENTRY DOORS. (TYP.) RE: ARCH. FOR SLOPE REQUIREMENTS. 2.) THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A FOUNDATION BEAM 0 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 3.) ALL BUILDING EXTERIOR & LOAD BEARING WALL SOLE PLATES SHALL BE ANCHORED TO THE CONCRETE FOUNDATION WITH 1 /2" 0 X 10" ANCHOR BOLTS 0 48" O.C. (U.N.O.). FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. 4.) SIMPSON MAS ANCHORS 0 24" O.C. MAY BE USED TO REPLACE 1 /2" 0 ANCHOR BOLTS AT THE BUILDING EXTERIOR WALL SOLE PLATES. MAS ANCHORS CAN NOT BE USED AT SHEAR WALLS. 5.) DIMENSIONS ARE FROM EDGE OF SLAB TO CENTER LINE OF COLUMNS. EMBEDDED PLATES MAY NOT BE CENTERED UNDER COLUMNS. SEE BASE PLATE/ EMBEDDED PLATE PLACEMENT PLAN FOR LOCATION OF ANCHOR BOLTS AND/OR EMBEDDED PLATES. THESE PLATES MAY NOT BE CENTERED UNDER COLUMNS. DETAILS ARE CALLED OUT ON FOUNDATION PLAN. "A"- INDICATES TYPE OF PLATE. 6.) SEE BRACING PLAN & 3/S9.03 FOR HOLDOWN ANCHORAGE 0 TYPE C & D. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES-�'``���� Review Issue �P.•••"'•••.-Iy 1 �•' '•;45' 11 xxxxx Bid Issue *.:..................:.::/ xxxxx BRAD L CRANE Perit I2006 , 0•. � /44891 �: ••. c s. • o I�h��/0=� • - + Is°suetruction 1 xxxxx BRAD L ANE Revisions FOUNDATION 3/32'=T-0" Drawn KLN Project 26277 Check Sheet S1,01 Date DRAWN(\ NAMF 989771;101-dwn STUD SCHEDULE SPRUCE PINE FIR N0.2 GRADE FLOOR I SA SIB SC SD SE Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES ,►��`'"`��r► 40 E OF T Fks Review Issue xxxxx „�P�••••"•••F *Volk •s' 1 * BidIssue j .:..................:. f xxxxx j BRAD L CRANE .......... 044B91•••,,� Per it Issu 6 i� / '• •� F nstruction oue ,� ���/Oj� • -' �0 �L xxxxx BRAD L ANE Revisions ISTUD LAYOUT (1ST FLRJ 3/32'at-0" Drawn KLN Project 26277 Check Sheet S3,01 Date FLOOR STRAPPING NOTES: 0 FASTEN BLOCKING TOGETHER WITH CONT. STRAP. SEE DETAIL 1/S8.02. aFASTEN TRUSSES TOGETHER WITH CONT. STRAP. SFF' np-r,& i ) /CR n,) 1_ STRAP I. D. (SEE STRAPPING SCHEDULE) STRAPPING NOTE FRAMING NOTES: 1.) FLOOR FRAMING TO BE 18" DEEP TRUSSES ® 24" O.C. MAX. SPACING U.N.O. TRUSSES TO BE SPACED AS REQUIRED TO AVOID PLUMBING, 2.) BALCONY FRAMING TO BE 2X12 JOIST @ 24" O.C. MAX. U.N.O. 3. CORRIDOR FRAMING TO BE 18" DEEP TRUSSES ® 24" O.C. MAX. 4.) SHADED WALLS INDICATE LOAD BEARING WALLS. BEAM / HEADER SCHEDULE O 2— 2 X 8 O 2 — 2 X 10 O 2 — 2 X 12 ® 3 — 2 X 12 O 3 1/2 X 9 1/4 PSL. O 3 1/2 X 11 1/4 PSL. (J7 1-1/8X18 LSL (RIMBOARD) 8 3 1/2 X 14 PSL. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713,779.1173 e—mail: sea®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES __�-►������� Review Issue OF••TFIq�� xxxxx Bid Issue % .......................�.. xxxxx BRAD L CRANE %......................... Permit 1 r 29 Issue2006 ,�#41, •.z /C 1 ,. D O. Construction kk�\SS/pjpj� .� Issue xxxxx BRAD L CANE Revisions I FLOOR FRAMING (2ND FLRJ 3/3T=1'-0' Drawn KLN Project t 26277 Check Sheet S4.01 DRAWING NAME 26277S401.dwg Date r-, DRAWING NAME 26277S402.dwg FLOOR STRAPPING NOTES: a FASTEN BLOCKING TOGETHER WITH CONT. STRAP. SEE DETAIL 1/S8.02. FASTEN TRUSSES TOGETHER WITH CONT. STRAP. 2— QCC nCTAii n /CC nn STRAP I. D. (SEE STRAPPING SCHEDULE) STRAPPING NOTE FRAMING NOTES: 1.) FLOOR FRAMING TO BE 18" DEEP TRUSSES ® 24" O.C. MAX. SPACING U.N.O. TRUSSES TO BE SPACED AS REQUIRED TO AVOID PLUMBING. 2.) BALCONY FRAMING TO BE 2X12 JOIST ® 24" O.C. MAX. U.N.O. 3. CORRIDOR FRAMING TO BE 18" DEEP TRUSSES ® 24" O.C. MAX. 4.) SHADED WALLS INDICATE LOAD BEARING WALLS. BEAM / HEADER SCHEDULE rJ1 2-2X8 �2 2-2X 10 �3 2-2X12 0 3 — 2 X 12 �5 3 1/2 X 9 1/4 PSL. O 3 1 /2 X 11 1 /4 PSL. O 1-1 /8X 18 LSL (RIMBOARD) O 3 1 /2 X 14 PSL. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES ,.��'`�"►�� �E OF l,'k\ Review Issue xxxxx XP•.ky „ � `�:.. •.s' �� ,f * . % Bid Issue �::.:........... ...... .:..*.�/ % xxxxx BRAD L CRANE �/�'��.•����44891•••••.' •�� Permit Issue 11-29-2006 41°;F 5 AID 1t�s�o ..••' ,�0 Issuetruction xxxxx BRAD L ANE Revisions FLOOR FRAMING 3RD FLR.) 3/3204-0" Drawn KLN Project 26277 Check Shee Date !S4D2 FLOOR STRAPPING NOTES: FASTEN BLOCKING TOGETHER WITH CONT. STRAP. SEE DETAIL 1/S8.02. RFASTEN TRUSSES TOGETHER WITH CONT. STRAP. ctr p nP7ei1 o /CR M DRAWING NAME 26277S403.dwg STRAP I.D. (SEE STRAPPING SCHEDULE) NOTE FRAMING NOTES: 1.) FLOOR FRAMING TO BE 18" DEEP TRUSSES ® 24" O.C. MAX. SPACING U.N.O. TRUSSES TO BE SPACED AS REQUIRED TO AVOID PLUMBING. 2.) BALCONY FRAMING TO BE 2X12 JOIST ® 24" O.C. MAX. U.N.O. 3. CORRIDOR FRAMING TO BE 18" DEEP TRUSSES CAD 24" O.C. MAX. 4.) SHADED WALLS INDICATE LOAD BEARING WALLS. BEAM / HEADER SCHEDULE 0 2— 2 X 8 CJ2 2-2X 10 [�3 2-2X 12 ® 3 — 2 X 12 5U 3 1/2 X 9 1 /4 PSL. 6� 3 1/2 X 11 1/4 PSL. 7� 1-1/8X18 LSL (RIMBOARD) J 3 1/2 X 14 PSL. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES —�__1'`!!T&V " �E OF rF ►� Review Issue „ rP. .;rq �� •.s �� xxxxx �* : Bid Issue xxxxx BRAD L CRANE ............... 11r-29 -2006 V. ���`'.,.•�/44891 �� O 1��\`ON= Issuetruction xxxxx BRAD L NE Revisions FLOOR FRAMING (4TH FLR.) 3/32"=1'-0" Drawn KLN Project 26277 Check Shee Date 84.03 SHEAR WALL NOTES: SNP80N S MIM LEVEL AO O CO O E F O O '01 0— DENOTES SHEAR WALL TYPE & LEVEL 1.) ALL SHEAR WALL TYPES & HARDWARE CALLOUTS ARE SHOWN AT LOWEST LEVEL WHERE THEY START. 2.) ALL HOLDOWN HARDWARE TO BE SIMPSON OR EQUAL ALL NAILS SHALL BE COMMON NAILS AS SPECIFIED BY MANUF. 3.) SEE SPECIFICATIONS FOR SHEAR WALL & ANCHORAGE SCHEDULES & NOTES. ALL SHEAR WALLS SHALL BE FASTENED PER THE SHEAR WALL SCHEDULE. SEE S9.03 & S9.04. SHEAR WALL SHEATHING SHALL EXTEND FROM BOTTOM PLATE TO TOP PLATE. 4.) ALL PRODUCTS SHALL BE INSTALLED PER THE MAUNFACTURER'S SPECIFICATIONS. 5.) W.S.P. = WOOD STRUCTURAL PANEL (PLYWOOD OR OSB) P.S.W. = PERFORATED SHEAR WALL (SEE S9.04) Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sea®scahouston.eom Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES �E � OF TF l` Review Issue xxxxx ..... „'�P.•• •..�-f" .qp*,4l Bid Issue .:....................:`�� 0 xxxxx BRAD L CRANE Permit Issue 891•� •�: •�/ �`Q 11-29-2006 k0,�•..1/ ' �� ssuetruction �= xxxxx BRAD L ANE Revisions BRACING PLAN 3/3294-W Drawn KLN Project 26277 Check Sheet S5.01 DRAWING NAME 26277S501.dwg Date 0 FASTEN BLOCKING TOGETHER WITH CONT. STRAP. DETAIL NOT USED. (1) SIMPSON H2,5A CLIP ! @ EACH TRUSS TO TOP PLATE. STRAP I. D. (SEE STRAPPING SCHEDULE) NOTES: ROOF TRUSSES TO BE ® 24"o.c. (MAX.) DRAWING NAME 26277S601.dwg P FASTEN TRUSSES TOGETHER WITH CONT. STRAP. SEE DETAIL 1/S8.11. F3-] FASTEN TRUSS TO TRUSS BLOCK WITH CONT. STRAP, NOTE 2.) SHADED WALLS INDICATE LOAD BEARING WALLS. 3.) OVERLAY FRAMING, IF USED, TO BE ROOF TRUSS VALLEY SET ONLY. 4.) G.T. = ROOF TRUSS GIRDER F.B. = FLUSH BEAM D.F. = DRAG FORCE 5.) FASTEN ROOF TRUSSES TO SUPPORTS CAD ALL INT. & EXT. BEARING LOCATIONS ACCORDING TO CONNECTION DETAIL (j) ON THIS SHEET. 6.) AT EACH G.T. BEARING POINT PROVIDE A MINIMUM OF (2) SIMPSON CS16 STRAPS OR (2) SIMPSON HTS24 STRAPS. EXTEND STRAP THROUGH ALL FLOORS, AND PROVIDE LTT19 AT FOUNDATION. 7.) FASTEN STRUCTURAL HEADERS/BEAMS ® ROOF TO STUD BELOW ACCORDING TO THE FOLLOWING SCHEDULE: UNO. A. FOR HEADER/ BEAM SPAN FROM 3TO 8', USE CS16 W/ 11-10d NAILS INTO STUD & 1 1-10d NAILS INTO HEADER/BEAM. B.) FOR HEADER/ BEAM SPAN GREATER THAN 8' , USE CS16 W/ 11-10d NAILS INTO STUD & 11-1 Od NAILS INTO HEADER/BEAM. STRAPS SHALL ALSO BE INSTALLED FROM FLOOR TO FLOOR AT THIS LOCATION, 9.) LS24 NAILING — 9 —16d NAILS IN EACH END (18 NAILS TOTAL) MS27 NAILING — 10-16d NAILS IN EACH END (20 NAILS TOTAL) CS16 NAILING — 11-10d NAILS IN EACH END (22 NAILS TOTAL) HTS24 NAILING —10-10d NAILS IN EACH END (20 NAILS TOTAL) Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES Review —�E of r h Issue �P.••••"••• ;-Iq� �: •.s��� xxxxx f*�' BidIssue %*1) f::.:..................:.::1 xxxxx L.CRANE Permit Issue •••••BRAD • •••% 44891 i 4��.�••;�c 11-29-2006 S •\ ssuetruction ,�/pfj '•� `�Q, xxxxx BRAD L RANE Revisions 3/32'=1'-0' Drawn KLN Project 26277 Check Sheet Date S6n01 CIJ 0 W U aj 0 N z FIN. a PAVE r • SEE PLAN FOR REINFORCING ------------- co SEE PLAN FOR REINFORCING U -- 1 _011 6" CARTON VOID FORMS I Z I I — I ( VAPOR RETARDER 6". CARTON VOID FORMS 'o • N VAPOR RETARDER 2-#8 W/—.__,__, 2-#8 CONT. TOP & BOTTOM #3 CQ 14" O.C. W/ #3 STIIRUPS © 14" O.C. 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. DETAIL AT RAMP 11 SEE PLAN FOR REINFORCING J • r • SEE PLAN FOR REINFORCING >< 6" CARTON VOID FORMS VAPOR RETARDER 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS ® 14" O.C. DETAIL AT RAMP 1 - #4 NOSING BAR (TYP.) 11 " TYP. rL ,I V %-MF\IVIV VVIU fQMVIJ O I#3 AT 16" O.C. E.W. is 2 - #5 CONT. FINISH GRADE 2-#8 W/ #3 C @ 14" O.C. r�. zUJ 0 MZ m0 L5 r-. V)Z is I n w r w 0 J ¢ z I 1' 0 I 6" CARTON VOID FORMS VAPOR RETARDER 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS © 14" O.C. P BRICKLEDGE Oc PIER REINFORCEMENT SCHEDULE SEE PLAN FOR BELL DIAMETER PIER REINF. TIES. 18" 0 (8) #7 #3 ® 18" O.C. (ROUND) ■ W�L pJ Ile MIA W1 2'-6" 3'-0'° #4 DOWELS @ 12" O.C. SEE PLAN FOR REINF. wz w U1 n FINISF FLOOf 1Ni l 1 CONT. KEYWAY & WATER STOP WATERPROOFING RE: ARCH. 0 N 8„ 8 CONT. KEYWAY & WATER STOP MENT SEE DETAILS 1ENT SEE DETAILS LL: #5 CONT. f w u 0 c RE: ELEV. MANUF. FOR SILL ANGLE W/ 1/2"0 EXP. ANCHORS 0 12" O.C. z M #4 0 12" O.C. EA. WAY 3 w 0 d- #4 DOWELS ® 12" O.C. / - #3 © 18" O.C. TOP EA. WAY 6" CARTON VOID FORMS (TYP.) 'I -�-1- -- — —— II=11 #4 @ 12" BOTTOM O.C. EA. WAY PIER SEE PLAN VOID FORMS BEYOND SECTION at ELEVATOR PIT 7 10" 1 1/2" 7" 1 1/2" /4" X 10" X ' >" W/ 4 - 3/4" 3" STUDS. in �I5" 5" HSS 3 1 /2 X3 1 /2 COLUMN PL 3/4X10XO'-10" W/ (4) 3/4"OX1'-0" H.S.A. N. REINFORCING Lo RTON VOID FORMS & BOTTOM © 14" O.C. SEE PLAN FOR REINFORCING FINISHED FLOOR >< >< > I i 6" CARTON VOID FORMS VAPOR RETARDER 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS © 14" O.C. SEE PLAN FOR REINFORCING :I II i 6" CARTON VOID FORMS 1'-0" VAPOR RETARDER 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS © 14" O.C. SEE PLAN FOR REINFORCING I' r >< >< III i 6" CARTON VOID FORMS VAPOR RETARDER 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. 5 12" SEE PLAN FOR REINFORCING LT (i 6" CARTON VOID FORMS I I VAPOR RETARDER 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. NOTE: SEE S9.01 FOR CONCRETE NOTES AND SPECIFICATIONS. 5 4 Project THE FACTORY APARTMENTS COLLEGE STAMON, TEXAS HILL AND FRANK, INC. 3 CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES .�►�'`'`���� �E OF 0% Review Issue �qP.•••'••••• .-I, 4 • s �4 xxxxx BidIssue � �.:................6... two xxxxx BRAD L CRANE % Permit 1 1-29-2006 Issue ....................... .� 44891 41 /C' Issuetruction 1��,'`;pry= �• ,•�jD 2 xxxxx BRAD L ANE Revisions FOUNDATION DETAILS Drawn KLN Project 26277 Check Sheet S8017Date R 1/2"0 THREADED ROD @ 24" O.C. WELD TO STEEL BEAM FLOOR SHEATHING 2X STUD WALL SEE STUD AND SHEAR WALL SCHED. - EDGE NAILING (TYP.) r 2X BLOCK FLOOR TRUSS I ( (I I` I \\KRIDOREET RUSS PLAN SEE PLAN FLOOR SHEATHING I I I W1418 HANGER EA. TRUSS WELDED TO STEEL BEAM BEAM SEE PLAN SECTION at BEAM 14 1/2"0 ALL THREAD ROD @ 24" O.C. WELDED TO BEAM EDGE NAILING — 2x NAILER RIPPED TO MATCH FLANGE WIDTH FLOOR SHEATHING -� FLOOR TRUSS SEE PLAN - SEE STUD AND SHEAR WALL SCHEDULE AS NOTED ON PLAN. EDGE NAILING FLOOR TRUSS SEE PLAN )Zf:�to] 101� 2X STUD WALL 2X WALL BALCONY SHEATHING -� NOTE: VENEER ANCHORS SHOWN IN THIS DETAIL SHALL BE USED ON ALL BEAM BRICK VENEER ELEVATIONS ABOVE SEE PLAN 30'-0" TO ROOF. 2X8 @ 24" O.C. SEE PLAN � v -3-16d NAILS @ 4 TRUSSES FLOOR SHEATHING VERTICAL MEMBER —' FLOOR TRUSS IN TRUSS SEE PLAN ADD 2X VERTICAL BLOCK FOR 2X8 SUPPORT CANTILEVERED BALCONY DW-10HS VENEER ANCHOR @ 16" O.C. EACH WAY #1OX3" LONG SCREW INTO VERTICAL STUD BRICK VENEER WALL SHEATHING SEE PLAN SECTION a BEAM (73J SECTION AT BRICK VENEER TIE (11 NOTES 1. TRUSS BLOCK MAY CONSIST OF EITHER A WOOD STRUCTURAL PANEL OR PREFAB TRUSS BLOCK - INSTALL AND FASTEN AS SHOWN U.N.O. 2. TOP CHORD OF WOOD STRUCTURAL PANEL MUST BE VERTICAL WHEN INSTALLED UNDER LOAD BEARING WALLS. OTHERWISE TOP CHORD MAY BE VERTICAL OR HORIZONTAL ® . [N 3. TRUSS MANUFACTURER TO DESIGN PREFAB TRUSS BLOCK FOR LATERAL FORCE AS NOTED BELOW. FASTEN TOP CHORD OF PANEL IN ACCORDANCE W/ BOTTOM PLATE NAILING FASTEN TOP CHORD OF SHEARWALL BELOW. OF PANEL IN ACCORDANCE W/ BOTTOM PLATE NAILING OF SHEARWALL BELOW SOLID 2X BLOCKING AT EACH EDGE OF WOOD STRUCTURAL PANEL. VERTICAL BLOCKING MAY FASTEN BOTTOM CHORD o FLOOR SHEATHING FLOOR TRUSS SEE PLAN � z fBEAM SEE PLAN (BOTTOM OF BEAM TO BE FLUSH W/ BOTTOM OF TRUSS) " MAX. SPACING SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE W/ BOTTOM PLATE NAILING EDGE NAILING EDGE NAILING r'x"" FLOOR SHEATHING PROVIDE 2X BLOCK W/ , 16d NAILS @ 3" O.C. WHEN TYPE "A" OR "B" SHEAR WALLS 15/32" WOOD STRUCTURAL ARE LOCATED ABOVE PANEL NAILED W/10d NAILS @ 2 O.C. @ ALL PANEL 2X CONT. BAND SPLICED W CS16 STRAP EDGES OR TRUSS BLOCK / W13-10d NAILS IN EACH END SEE TYPICAL TRUSS BLOCK DETAIL / -- FLOOR TRUSS FLOOR TRUSS SEE PLAN SEE PLAN 2X BLOCKING W/16d NAILS TRUSS BLOCK @ SHEAR WALL LOCATIONS IN ACCORDANCE WITH BOTTOM SEE TYPICAL TRUSS BLOCK DETAIL PLATE NAILING OF WALL BELOW. 4X2 DIAGONAL BLOCK AT EVERY OTHER BAY AT NON SHEAR WALL LOCATIONS EDGE NAILING FASTEN TO TOP PLATE AND TRUSS W/ SEE STUD SCHEDULE AND 2-16d NAILS IN EA. END EDGE NAILING SHEAR WALL SCHEDULE AS NOTED ON PLAN 8 TRUSS BEARING at PARTY WALL 4 SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE WITH EDGE NAILING BOTTOM PLATE NAILING. TRUSS BLOCK @ SHEAR WALL LOCATION SEE TYPICAL TRUSS BLOCK DETAIL 4X2 DIAGONAL BLOCK @ EVERY OTHER BAY EDGE NAILING @ NON -SHEAR WALL LOCATIONS. FASTEN TO TOP PLATE AND TRUSS W/2-16d NAILS \FLOOR SHEATHING EACH FLOOR TRUSS SEE PLAN n 16d NAILS IN ACCORDANCE J WITH BOTTOM PLATE NAILING OF WALL BELOW NOEDGE NAILING EDGE NAILING TE: BOTTOM OF FLUSH BEAM SEE STUD SCHEDULE AND_:�/ MUST BEAR DIRECTLY ON DOUBLE SHEAR WALL SCHEDULE AS TOP PLATE. NOTED ON PLAN TRUSS AT FLUSH BEAM (71 TRUSS at INTERIOR BEARING WALL/SHEARWALL SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE W/_ BOTTOM PLATE NAILING EDGE NAILING -� FASTEN LSL TO TRUSS BLOCK W/3-16d NAILS THA418 - HANGER BE OMITTED WHERE WALLS OF PANEL IN ACCORDANCE FASTEN BOTTOM CHORD FASTEN BOTTOM CHORD ABOVE BLOCK ARE NOT W/ BOTTOM PLATE NAILING OF PREFAB TRUSS PANEL OF PANEL IN ACCORDANCE BEARING AND PANEL OF SHEARWALL BELOW. TO TOP PLATE IN W/ BOTTOM PLATE NAILING HEIGHT IS 16" OR LESS. ACCORDANCE W/ OF SHEARWALL BELOW. CORRIDOR TRUSS 15/32" SOLID WOOD STRUCTURAL ROOF DETAILS. PANEL W/ 10d NAILS AT 2" O.C. PROVIDE LTP4 CLIPS AT 24" O.C. AT ALL EDGES. NOTE: TRUSS MFGR. TO DESIGN NOTE: TRUSS MFGR. TO DESIGN AT "B" SHEAR WALL LOCATIONS. PREFAB TRUSS PANEL FOR 1.0 KIP PREFAB TRUSS PANEL FOR LTP4 CLIPS AT 12" O.C. LATERAL LOAD. (U.N.O.) 2.2 KIP LATERAL LOAD. (U.N.O.) AT "A" SHEAR WALL LOCATIONS WOOD STRUCTURAL PANEL TRUSS BLOCK PREFAB ROOF TRUSS BLOCK PREFAB FLOOR TRUSS BLOCK EDGE NAI TRUSS BLOCK 2X STUD WALL SEE STUD AND SHEAR WALL SCHED. 16d NAILS IN ACCORDANCE W/ BOTTOM PLATE NAILING AT -A, FASTEN TRUSSES TOGETHER R FOR STRAP AND NAILS SEE PLAN FLOOR TRUSS SEE PLAN BEAM SEE PLAN EDGE NAILING (TYP.) r- 2X CONT. NAILER RIPPED TO MATCH FLANGE WIDTH W/(2) 0.1770 P.A.F. @ 12" O.C. STAGGERED FLOOR SHEATHING (TYP.) FLOOR TRUSS SEE PLAN J L W1418 HANGER W/ 2-1 OdX 1 1 /2" NAILS @ EA. TRUSS CORRIDOR TRUSS FLOOR SHEATING SEE PLAN DEPTH OF CORRIDOR TRUSS MINUS 3" f1'-8" OPEN CHASE EDGE NAILING 1 1 /8" LSL RIM BOARD W/ STRAP AT SPLICES _ SEE TYP. DETAIL PROVIDE 2X BLOCK W/ 16d NAILS @ 3" O.C. WHEN TYPE "A" OR "B" SHEAR WALLS ARE LOCATED ABOVE EDGE NAILING DRAG TRUSS TO MATCH SHEAR WALL 16d NAILS FLOOR SHEATHING CAPACITY BELOW OR @ 4" O.C. KNEE WALL TRUSS W/VERT. @ 16" O.C. W/ 15/32" WOOD STRUCTURAL PANEL NAILED W/10d NAILS @ 2" O.C. @ ALL PANEL EDGES �- 2X BLOCK FLOOR TRUSS SEE PLAN 16d NAILS IN ACCORDANCE WITH BOTTOM PLATE NAILING —EDGE NAILING TRUSS BLOCK @ 48" O.C. OF WALL BELOW, SEE TYP. TRUSS BLOCK DETAIL - AT "B" & "A" SHEAR WALL EDGE NAILING LOCATIONSA35 CLIP IN ACCORDANCE W/CLIP SPACING CHART SEE STUD SCHEDULE AND SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS SHEAR WALL SCHEDULE AS NOTED ON PLAN NOTED ON PLAN SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE WITH BOTTOM PLATE NAILING EDGE NAILING r-FLOOR SHEATHING EDGE NAILING -EDGE NAILING E NAILING •� r � • r r .• r • r r. r 1 04, SECTION at BEAM (12] TRUSS MECH. CHASE (9 SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE W/ BOTTOM PLATE NAILING EDGE NAILING - FLOOR SHEATING -, CORRIDOR TRUSS SEE PLAN HANGER PROVIDE LTP4 CLIPS AT 24"O.C. AT "B" SHEAR WALL LOCATIONS. LTP4 CLIPS AT 12"O.C. AT "A" SHEAR WALL LOCATIONS EDGE NAILING TRUSS at COR EDGE NAILING /�1 1 /8" LSL RIM BOARD W/ / STRAP AT SPLICES SEE TYP. DETAIL /- PROVIDE 2X BLOCK W/ 16d NAILS @ 3" O.C. WHEN TYPE "A" OR "B" SHEAR WALLS ARE LOCATED ABOVE SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN EDGE NAILING - FLOOR SHEATHING 2X BAND CONT. W/2-10d NAILS AT EACH TRUSS, SPLICE W/ CS16 STRAP W/13-10d NAILS IN EACH END 15/32" WOOD STRUCTURAL PANEL — NAILED W/1Od NAILS @ 2" O.C. @ - 2X BLOCK W/ VFLOOR TRUSS ALL PANEL SEE TYPICAL DGES TRUSSORBLTTR KSSDEBALOCK 16d NAILS @ 4"O.C. SEE PLAN _ IL EDGE NAILING f� EDGE NAILING -SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN FLOOR TRUSS SEE PLAN 16d NAILS IN ACCORDANCE WITH BOTTOM PLATE NAILING EDGE NAILING PROVIDE 2X BLOCK W/ 16d NAILS @ 3" O.C. WHEN TYPE "A" OR "B" SHEAR WALLS ARE LOCATED ABOVE FLOOR SHEATHING 001 /A\ FLOOR TRUSS SEE PLAN BLOCKING W/16d NAILS IN ACCORDANCE WITH BOTTOM PLATE NAILING OF WALL BELOW \-EDGE NAILING SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN r .. r / r to- &I n.-- r• r : � r 1 -FLOOR TRUSS SEE PLAN Project THE FACTORY g APARTMENTSI NOTE: 1. SEE SHEET S9.02, S9.03 S9.04 FOR ADDITIONAL SHEATHING, BLOCKING, AND NAILING REQUIREMENTS AND SHEARWALL LOCATIONS. SHEAR WALL CLIP SPACING CHART U.N.O. SHEARWALL TYPE A35/LTP4 CLIP SPACING U.N.O. A 5" O.C. B 6" O.C. C 8" O.C. D 12" O.C. E,F,G,H,J 24" O.C. L,M,P,R,FG 18" O.C. N,HG 14" O.C. SHEAR WALL CLIP SPACING CHART FOR BLOCKS U.N.O. SHEARWALL TYPE NUMBER OF LTP4 OR A35 CLIPS EVENLY SPACED EACH BLOCKING BAY A 4-LTP4 ONLY B 4 C 3 D 2 E,F,G,H,J 1 L,M,P,R,FG 2 N,HG 2 SHEAR WALL ALTERNATE NAILING CHART U.N.O. SHEARWALL TYPE 2X & 16d NAILING PATTERN U.N.O. A 2 ROWS CAA 3" O.C. B 2 ROWS ® 4" O.C. C 2" O.C. D 4" O.C. E,F,G,H,J 12" O.C. L,M,P,R,FG 9" O.C. N,HG 8" O.C. COLLEGE STATION, TEXAS I HILL AND FRANK INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca@scahouston.com Louisville, Kentucky 502.426,6789 Orlando, Florida 407.893.6200 ISSUE DATES ,�..oF����� 2 Review Issue � y ' ••"••T:�-Igsl xxxxx ��* ; • � • ;• *�, BidIssue � *.:0..................: *�l xxxxx BRAD L CRANE %............ 0.......... ..% Permit Issue 44 1 1-29-2006 1�ot, .� ; • s � ore Issu�truction xxxxx BRAD L RANE Revisions FRAMING DETAILS Drawn KLN Check 1 Date 10=11-00 Project 26277 Sheet S8,0111 n N W 3/4" STEEL PL FLOOR SHEATHI STAIR LANDING BEAT (3) 2X6 STI✓VJ IV II V. (2) 2X6 BOTTOM PLATE DOUBLE TOP PLATE BEYOND 3"OX6" LAG BOLTS INTO BEAM ALTERNATE TO 5 3/4" STEEL PLATE CONT, 2X6 STUDS © 16" O.C. 2X6 STUDS 0 1.6" O.C. (2) 2X6 BOTTOM PLATE (2) 2X6 TOP PLATE "0 THRU BOLTS 0 12" O.C. SECTION AT STAIRS BEAM — SEE PLAN FLOOR SHEATHING NAILS EA. TRUSS (TYP.) SECTION at BEAM 5QSTRAP TRUSS TO 2X FLAT BLOCKING FOR STRAP AND NAILS PER TRUSS AND BLOCKING SEE PLAN i 2X FLAT BLOCK TYP. TRUSS BLOCK SEE 1 /S8.03 NOTE: REFER TO FLOOR FRAMING DETAILS FOR INFORMATION NOT SHOWN HERE. STRAPPING DETAIL C41 CORRIDOR TRUSS SEE PLAN ALIGN W/ UNIT TRUSS STRAP TRUSSES TOGETHER WHERE SHOWN. FOR STRAP AND NAILS PER TRUSS. SEE PLAN NOTE: REFER TO FLOOR FRAMING DETAILS FOR INFORMATION NOT SHOWN HERE. P� FASTEN TRUSS TOGETHER W/ CONT. STRAP. FOR STRAP AND NAILS PER BLOCK SEE PLAN. AT STRAP LOCATIONS ADD A 2X8 BLOCK FOR STRAP. FACE NAIL TO TRUSS W/1 1-10D NAILS. STRAPPING DETAIL CORRIDOR TRUSS SEE PLAN ALIGN W/ UNIT TRUSS STRAP TRUSSES TOGETHER WHERE SHOWN. FOR STRAP AND NAILS PER TRUSS. SEE PLAN NOTE: REFER TO FLOOR FRAMING DETAILS FOR INFORMATION NOT SHOWN HERE. NOTE: 1. SEE SHEET 59.02, 59.03 S9.04 FOR ADDITIONAL SHEATHING, BLOCKING, AND NAILING REQUIREMENTS AND SHEARWALL LOCATIONS. SHEAR WALL CLIP SPACING CHART U.N.O. SHEARWALL TYPE A35/LTP4 CLIP SPACING U.N.O. A 5" O.C. B 6" O.C. C 8„ O.C. D 12" O.C. E,F,G,H,J 24" O.C. L,M,P,R.FG 18" O.C. N,HG 14" O.C. SHEAR WALL CLIP SPACING CHART FOR BLOCKS U.N.O. SHEARWALL TYPE NUMBER OF LTP4 OR A35 CLIPS EVENLY SPACED EACH BLOCKING BAY A 4—LTP4 ONLY B 4 C 3 D 2 E,F,G,H,J 1 L,M,P,R,FG 2 N,HG 2 SHEAR WALL ALTERNATE NAILING CHART U.N.O. SHEARWALL TYPE 2X & 16d NAILING PATTERN U.N.O. A 2 ROWS 0 3" O.C. B 2 ROWS ® 4" O.C. C 2" O.C. D 4" O.C. E,F,G,H,J 12" O.C. L,M,P,R,FG 9" O.C. N,HG 8" O.C. Project THE FACTORY 3 APARTMENTS 2� FASTEN TRUSS TOGETHER W/ CONT. STRAP. FOR STRAP AND NAILS PER BLOCK SEE PLAN. AT STRAP LOCATIONS ADD A 2X8 BLOCK FOR STRAP. FACE NAIL TO TRUSS W/1 1-10D NAILS. STRAPPING DETAIL NOTE: REFER TO FLOOR FRAMING DETAILS FOR INFORMATION NOT SHOWN HERE. 5 STRAPPI NG DETAIL DER W/ CONT. ID NAILS PER COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 DATES OF'. y�� ISSUE Review Issueq,, `�; • ••.s 11 xxxxx BidIssue AA .......... ......... :.t xxxxx BRAD L CRANE Permit 1 1-29-2006 Issue ill :• 448 11 Ilo,�•.�� c, ; • .ow ��;` �� �'\ Issuetruction ,,.�J� xxxxx BRAD L RANE Revisions FRAMING DETAILS Drawn KLN Check 1 Date 1"=1'-0" Project 26277 Shee 8n02 PA0 1Od NAILS @ 4" o.c. 4-16d NAILS (TYP.) 17 2-16d NAILS 6 BLOCK TYP. 2-16d NAILS TYP. 2 X 4 u 2 X 4 TOP PLATE TO ROOF TRUSS CLIP 1 STUD TO TOP PLATE CLIP SEE ROOF PLAN NOTES 1 SEE ROOF PLAN NOTES DOUBLE TOP PLATE 6 BLOC NAILING 2X8 STUD @ EA. TRUSS THE IN ACCORDANCE >HEARWALL BELOW. 7-16d NAILS @ 3" O.C. STAGGERED E NAILING SS BLOCK TYP. DETAIL ION SHEARWALLS CLIP @ EA. BLOCK. �HEARWALLS SEE CLIP 'ING CHART. F CLIPS SEE PLAN ROOF SHEATHING AT NON SHEAR WALLS 16D NAILS @ 12" O.C. AT SHEAR WALLS SEE ALTERNATE CLIP SPACING CHART. CONTINUOUS 2X EXTERIOR ROOF TRUSS EDGE NAILING ROOF TRUSS OR DRAG TRUSS AT SHEAR WALLS PROVIDE DOUBLE TRUSSES WHERE TWO DRAG FORCES ARE INDICATED ON BRACING PLAN. "— SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN ROOF TYP. EXT. WALL W/ PARAPET 9 ROOF TRUSS at PARTY WALL 6 2X6 BLOCKING RIPPED TO 2" WIDE BLOCK TOP PLATE SEE PLAN FOR STEEL SECTION 2X4 ANGLED @ 45' ROOF BEYOND TRUSS 4-16d NAILS IN EACH BLOCK 2-16d NAILS TYP. PARTIAL SECTION A TYP. RILL LENGTH OF BUILDING uRTw BRACING ROOF TRUSS CONTINt • 111 ROOF SHEATHING FYPICAL NAILING i SAIL @ 4" O.C. 3H EARWALL NAILS @ 12" 0. SHEARWALLS ALTERNATE SPACING CHART DR TYPE E, F, G SHEARWALLS ONL ALTERNATE SHEAF \IAILING CHART. NOTE: ROOF TRUSSES ABOVE SHEAR WALLS SHALL BE DESIGNED FOR DRAG FORCE (D.F.) LOADS INDICATED ON ROOF PLANS. WHERE DRAG LOADS ARE NOT SHOWN, TRUSS SHALL BE DESIGNED FOR 360plf LATERAL LOAD. ROOF TRUSS PARALLEL W/ WALL (5 AT NON`. A35 CLI AT SHEA SEE CLII EDGE NAILING ROOF SHEATHING TRUSS BLOCK SEE TYP. DETAIL ROOF TRUSS SEE PLAN ROOF >HEARWALLS SEE @ 24" O.C. RWALLS SPACING CHART. ROOF CLIPS SEE ROOF FRAM SEE STUD SCHEDU SHEARWALL SCHED TRUSS P LAN ING PLANS LE AND ULE AS NOTED ON PLANS. ROOF TRUSSES at PARTY WALL ROOFS EXTERIOR ROOF TRUSS 3 E NAILING \THE IN ACCORDANCE SHEARWALL BELOW. 2X6 KNEE WALL W/ STUDS @ 16" O.C. NOTE: 1. SEE SHEET S9.02, S9.03 S9.04 FOR ADDITIONAL SHEATHING, BLOCKING, AND NAILING REQUIREMENTS AND SHEARWALL LOCATIONS. SHEAR WALL CLIP SPACING CHART U.N.O. SHEARWALL TYPE A35/LTP4 CLIP SPACING U.N.O. A 5" O.C. B 6" O.C. C 8" O.C. D 12" O.C. E,F,G,H,J 24" O.C. L,M,P,R,FG 18" O.C. N,HG 14" O.C. SHEAR WALL CLIP SPACING CHART FOR BLOCKS U.N.O. SHEARWALL TYPE NUMBER OF LTP4 OR A35 CLIPS EVENLY SPACED EACH BLOCKING BAY A 4—LTP4 ONLY B 4 C 3 D 2 E,F,G,H,J 1 L,M,P,R,FG 2 N,HG 2 SHEAR WALL ALTERNATE NAILING CHART U.N.O. SHEARWALL TYPE 2X & 16d NAILING PATTERN U.N.O. A 2 ROWS @ 3" O.C. B 2 ROWS @ 4" O.C. C 2" O.C. D 4" O.C. E,F,G,H,J 12" O.C. L,M,P,R,FG 9" O.C. N,HG 8" O.C. Project 4STEN PLATES TOGETHER W/ THE FACTORY FP4 CLIPS IN ACCORDANCE / CLIP SPACING CHART, 2X4 KNEE WALL W/ APARTMENTS STUDS @ 16" O.C. \STEN PLATES TOGETHER W/ -P4 CLIPS IN ACCORDANCE / CLIP SPACING CHART. E STUD SCHEDULE ID SHEARWALL SCHEDULE NOTED ON PLAN 2 NAILING HE IN ACCORDANCE iEARWALL BELOW. 1►G11�10[0 S BLOCK TYP. DETAIL )N SHEARWALLS LIP @ EA. BLOCK. iEARWALLS SEE CLIP NG CHART, CLIPS SEE PLAN EXTERIOR ROOF TRUSS COLLEGE STATION, TEXAS HILL AND RRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES Review ..��� OF TF�1 Issue „�P.••••••••• XXXXX *•:•••••• BidIssue xxxxx i ............... BRAD L CRAN 10 % 11 r-29 �2006 ssue .................... ... ID �Io,�;•.�/� . ConstructionONAL •• ��...��.. Issue xxxxx BRAD L C NE Revisions FRAMING DETAILS Drawn KLN Check 1 Date 1"=1'-0" Project 2 6 2 7 Sheet S8,10 T. n 0 W O NOTE: 1. SEE SHEET S9.02, S9.03 S9.04 FOR ADDITIONAL SHEATHING, BLOCKING, AND NAILING REQUIREMENTS AND SHEARWALL LOCATIONS. ® FASTEN 2X FLAT BLOCKING TO TRUSSS W STR /_--__ AP CONT. W/ _-10d NAILS IN TURSS AND __-10d EA. BLOCK. SEE DETAIL. WHERE TRUSS WIDTH REQUIRES STRAP TRUSS TO ADD 2X8X10'-0" LONG BLOCK 2X FLAT BLOCKING. EDGE FOR STRAP FACE NAIL TO TRUSS FOR STRAP AND NAILS NAILING WITH 32-16d NAILS PER TRUSS AND BLOCK ROOF SHEATHING SEE PLAN, 2X FLAT BLOCK ROOF DRAG TRUSS ROOF TRUSS JTRUSS BLOCK SEE PLAN SEE PLAN ROOF TRUSS CLIP SEE PLAN SHEAR WALL CLIP SPACING CHART U.N.O. SHEARWALL TYPE A35/LTP4 CLIP SPACING U.N.O. A 5" O.C. B 6" O.C. C 8" O.C. D 12" O.C. E,F,G,H,J 24" O.C. L,M,P,R,FG 18' O.C. N,HG 14" O.C. SHEAR WALL CLIP SPACING CHART FOR BLOCKS U.N.O. SHEARWALL TYPE NUMBER OF LTP4 OR A35 CLIPS EVENLY SPACED EACH BLOCKING BAY A 4—LTP4 ONLY B 4 C 3 D 2 E,F,G,H,J 1 L,M,P,R,FG 2 N,HG 2 ALTERNATE SHEAR WALL NAILING CHART U.N.O. SHEARWALL TYPE 2X & 16d NAILING STRAPPING DETAIL 3 PATTERN U.N.O. A 2 ROWS @ 3" O.C. B 2 ROWS ® 4" O.C. C 2" O.C. D 4" O.C. FASTEN TRUSS BLOCKS (MIN. OF 3 BAYS) TO 2X FLAT BLOCKING E,F,G,H,J 12" O.C. W/___-- STRAP CONT. W/A MIN. OF __-10d NAILS PER BLOCK. SEE TYP. DETAIL. L,M,P,R,FG 9" O.C. N,HG 8" O.C. 2X FLAT BLOCKING EDGE NAILING roject ROOF TRUSS STRAP TRUSS BLOCKS TRUSS BLOCK SEE PLAN TO 2X FLAT BLOCKS, THE FACTORY FOR STRAP AND NAILS ROOF SHEATHING ROOF TRUSS CLIP PER BLOCK SEE PLAN. APARTMENTSSEE PLAN COLLEGE STATION, TEXAS HILL AND FRANK, INC. A35 CLIP ROOF TRUSS SEE CLIP SEE PLAN SPACING CHART D CONSULTING ENGINEERS SEE STUD SCHEDULE AND SHEARWALL SCHEDULE CORPORATE OFFICE AS NOTED ON PLAN. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 STRAPPING DETAIL 2 Fes: 71s e—mail: sca®cahocahoustoton.com Louisville, Kentucky 502.426.6789 T FASTEN ROOF TRUSSES TOGETHER W/____ STRAP W/ Orlando, Florida 407.893.6200 —10d NAILS EA. END OF STRAP. SEE TYP. DETAIL ISSUE DATESOF ,.•�����`►� Review Issue „�P..•••••••..-Pq�� xxxxx �� •.s' �� NOTE: Bid Issue *.:........... ......... :`��/ ROOF PROFILE MAY VARY GIRDER OR DRAG TRUSS xxxxx $0 BRAD L CRANE01 ATTACHTO TOP PLATE •• :•••••••••••••••• •:• •� SEE PLAN IN ACCORDANCE WITH Permit Issue /� 44891 11-29-2006 / o,�,•.�/ c`4 �, to CLIP SPACING CHART • • D OPTIONAL STRAP LOCATION ROOF SHEATHING Issuetruction '� `Ipij= • • `,•ryJp. \ --------- xxxxx BRAD L ANE Revisions ROOF DRAG TRUSS HANGER ROOF DRAG TRUSS FRAMING DETAILS STRAP TRUSSES BY TRUSS MANUF. STRAP TOGETHER. FOR AND NAILS PER TRUSS SEE PLAN. ADD 2X8 BLOCK SEE STUD SCHEDULE WHERE REQ'D. DUE TO TRUSS AND SHEARWALL SCHEDULE WIDTH FACE NAIL BLOCK TO AS NOTED ON PLAN. TRUSS W/ —16d NAILS NOTE: REFER TO FLOOR FRAMING 10"11"00 DETAILS FOR INFORMATION NOT Drawn KLN SHOWN HERE. Project 26277 Check Sheet STRAPPING DETAIL 1 Date S8,11momi 0 GENERAL NOTES: 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBLITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. CONCRETE NOTES AND SPECIFICATIONS: 1. ALL CONCRETE WORK SHALL CONFORM TO THE "A.C.I. BUILDING CODE", ACI 318 AND ACI 301, LATEST EDITION. 2. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315-90, "ACI DETAILING MANUAL - 1990". 3. UNLESS OTHERWISE NOTED, ALL REINFORCING BARS #4 AND LARGER SHALL CONFORM TO ASTM A-615 GRADE 60 (60,000 PSI YIELD) AND ALL #2 AND #3 BARS SHALL CONFORM TO GRADE 40 (40,000 PSI YIELD). REINFORCING SHALL BE FREE FROM OIL, DIRT AND OTHER MATERIALS THAT WOULD REDUCE THE BOND WITH THE CONCRETE. 4. WELDED WIRE REINFORCING (WWR) SHALL CONFORM TO ASTM A-185. WELDED WIRE REINFORCING SHALL BE CHAIRED TO MAINTAIN THE REINFORCING AT ONE-THIRD THE DEPTH BELOW THE TOP SURFACE DURING CONCRETE PLACEMENT. SUPPORTS SHALL BE AT 2'-0" O.C. 5. UNLESS OTHERWISE NOTED, CONCRETE PROTECTION FOR REINFORCING SHALL BE AS SPECIFIED IN THE "A.C.I. BUILDING CODE", (ACI 318 LATEST EDITION). 6. CONCRETE STRENGTH AND PROTECTION FOR REINFORCEMENT OF POURED -IN -PLACE MEMBERS; SEE SECTION 7.7 ACI 318 LATEST EDITION. A. STRUCTURAL ELEMENT MINIMUM COVER (INCHES) CONCRETE STRENGTH (PSI) W/C RATIO AT 28 DAYS PIERS 3" ALL SURFACES 4000 .45 GRADE BEAMS 3" BOTTOM, 2" SIDES, 1 1 /2" TOP - 4000 .45 SLAB ON GRADE 1 1 /2" TOP & BOTTOM 4000 .45 RETAINING WALLS 1" TOP & 4000 .45 & ELEVATOR PITS 2" EXTERIOR, 3/4" INTERIOR PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD. 7. FLYASH MAY BE USED TO REPLACE A PORTION OF THE PORTLAND CEMENT. THE RATIO OF FLYASH TO THE TOTAL OF THE FLYASH AND CEMENT IN A MIX SHALL NOT 'EXCEED 20%. FLYASH SHALL CONFORM TO ASTM C618, TYPE C OR F. 8. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOBSITE. IT SHALL BE THE RESPONSI- BILITY OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO ENSURE A PUMPABLE AND WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOBSITE. THE USE OF PLASTICIZERS, RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE RECOMMENDATIONS OF THE MANU- FACTURER FOR THE PROPER USE OF ADDITIVES. THE USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. 9. CONCRETE SLUMP TESTS SHALL BE MADE BEFORE AND AFTER THE ADDITION OF ADMIXTURES AND MAY BE TAKEN AT THE BACK OF THE TRUCK. CONCRETE FOR THE PREPARATION OF TEST CYLINDERS SHALL BE TAKEN FROM THE HOSE END FOR CONCRETE PLACED BY PUMP. 10. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER THE "REINFORCING SPLICE SCHEDULE" AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. REINFORCING SPLICE SCHEDULE REINF. SIZE CONCRETE STRENGTH (PSI) 3000 4000 5000 6000 7000 #3. 22" 19" 17" 16" 14" #4 29" 25" 23„ 21" 19" #5 36" 31" 28" 1 26" 24" #6 43" 37" 34" 31" 28" #7 63" 54" 49" 45" 41" #8 72" 62" 56" 51" 47" #9 81" 70" 63" 57" 53" #10 91" 79" 71" 1 64" 60" #11 101" 87" 1 78" 1 71" 1 66" 11. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ANY OTHER ADDITIONAL SLEEVES, ANCHORS, VENT OPENINGS, ETC., NOT SHOWN ON STRUCTURAL PLANS THAT MIGHT BE REQUIRED. 12. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. FINISHING OF SLAB SURFACES SHALL COMPLY WITH THE RECOMMENDATIONS OF AC1 302.1 AND 304. 13. UNLESS NOTED OTHERWISE ON PLAN, CONTROL JOINTS TO BE LOCATED AT APPROXIMATELY 400 SO. FT. GRIDS. ACTUAL LOCATION TO BE DETERMINED BY OWNER OR CONTRACTOR. CONTROL JOINT TO BE ZIP STRIP OR EQUAL. 1 /8„ - 1 /4,$ Nt ro -v cn mw g V (LONGITUDINAL OR TRANSVERSE) 0 0 APPROXIMATELY 400 SQ. FT. GRIDS. ACTUAL LOCATION TO BE SUBMITTED BY CONTRACTOR TYP. CONTROL JOINT DETAIL (SLAB ON GRADE) 14. PROVIDE 7 DAY CURING OF SLAB IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS: A. CONTINUOUSLY WATERED BURLAP B. WATERPROOF MEMBRANES C. SPRAYED -ON LIQUID MEMBRANE 15. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT, DRY DAYS OR ANY OTHER TIME THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP, PLASTIC MEMBRANE OR FOGGING. PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN, HAIL OR OTHER INJURIOUS EFFECTS. 16. UNLESS SPECIFIED, CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28-DAY COMPRESSIVE STRENGTH (F'c), BEFORE FORMS MAY BE REMOVED. WALLS, COLUMNS, & BEAM SIDES 40% JOIST PANS & BEAM BOTTOMS RESHORED) 70% �11` SHORING FOR FLOOR SYSTEMS IF NOT RESHORED) 85% 17. RESHORING WHEN REQUIRED, TO EXTEND AT LEAST TWO FLOORS BELOW FLOOR SUPPORTING FALSEWORK (OR GROUND FLOOR). LAYOUT AND PROCEDURE TO BE SUBMITTED TO STRUC- TURAL ENGINEER FOR APPROVAL. 18. AN INDEPENDENT CERTIFIED TESTING LABORATORY SHALL VERIFY AND PROVIDE REPORTS CERTIFYING THE FOLLOWING: A. CONCRETE PLANT BATCH TICKETS FOR EACH TRUCK VERIFY THAT THE CONCRETE MATCHES THE APPROVED DESIGN MIX. B. CONCRETE SLUMP IS IN ACCORDANCE WITH APPROVED DESIGN MIX. C. CONCRETE PLACEMENT OPERATIONS ARE IN ACCORDANCE WITH ACI SPECIFICATIONS. D. CONTROL JOINTS ARE INSTALLED WITHIN THE ACI TIME ALLOWANCE. E. PROPER CURING METHODS ARE BEING UTILIZED. 19. NO CONCRETE SHALL BE PLACED OUTSIDE OF THESE SPECIFICATIONS WITHOUT THE OWNER'S PRIOR APPROVAL. ANY ITEMS NOT IN COMPLIANCE WITH THE OUTLINED SPECIFICATION SHALL BE REPORTED TO THE OWNER AND STRUCTURAL ENGINEER WITHIN 24 HOURS. 20. CONSTRUCTION VEHICLE LOADS SHALL NOT BE PERMITTED ON ELEVATED SLABS AT ANY TIME 21. ALL RETAINING WALLS TO BE SHORED UNTIL UPPER SLAB IS IN PLACE AND HAS REACHED 70% OF ITS DESIGN STRENGTH OR THE RETAINING WALL HAS REACHED 100% OF ITS DESIGN STRENGTH. PROVIDE GRANULAR BACKFILL AND PERFORATED DRAIN PIPE CONNECTED TO SITE DRAINAGE, RE: CIVIL PLAN. FOUNDATION NOTES: 1. PIERS SHALL BEAR ON SOIL SUITABLE FOR SUPPORTING 4000 P.S.F. DEAD LOAD OR 6000 PSF TOTAL LOAD BEARING. IF QUESTIONABLE SOIL IS ENCOUNTERED, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. RE: REPORT # 060641 ALL RECOMMENDATIONS THEREIN THAT RELATE TO THE WORK SHOWN ON THESE DRAWINGS MUST BE FOLLOWED. 2. EXCAVATION FOR FOOTINGS SHALL BE NEAT. 3. FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION. 4. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER THE "REINFORCING SPLICE SCHEDULE" AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. 5. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS. 6. THERE SHALL BE NO PLUMBING LINES RUNNING PARALLEL TO, WITHIN OR UNDER ANY FOUNDATION BEAM. 7. PLACE A 10 MIL VAPOR RETARDER OF POLYETHYLENE UNDER ALL CONCRETE SLABS. 0 N J m � WZrQ o V)->>z� a o ��oao0� �Q�(0ry �<> .0 vim o oz ~ F-Q Z¢ z ol= ¢ 00:5a. 0¢ FINISH SURFACE OF LANDSCAPING 1'-0" CLAY CAP BELOW LANDSCAPING WHERE GEOTECHNICAL REPORT IDENTIFIES MOISTURE SENSITIVE SOIL. 0 -u .Mlle. BUILDING LINE ALL AROUND BUILDING PERIMETER IN ACCORDANCE Wf SLAB CONSTRUCTION GEOTECHNICAL REPOR SEE PLAN RECOMMENDATIONS. * 12 1 MI d MIN. 1 d� SELECT FILL AS REQUIRED IN ACCORDANCE W/ GEOTECHNICAL REPORT RECOMENDATIONS * INITIAL ROUGH GRADING SHALL BE COMPLETED W/ NATURAL CLAY MATERIALS (NO SAND ALLOWED) PRIOR TO FORM SETTING. IT SHALL SLOPE 1 "/FT. FOR THE FIRST 5' & 6" MIN. IN 10' TO INSURE POSITIVE DRAINAGE AWAY FROM THE SLAB. NOTE TO OWNER: DRAINAGE OF THE SITE MUST BE MAINTAINED THROUGHOUT THE LIFE OF THE STRUCTURE. THE SOIL AT THIS SITE (SEE GEOTECHNICAL REPORT) MAY BE HIGHLY SENSITIVE TO CHANGE IN THE SOIL MOISTURE CONTENT AND WILL DAMAGE THE STRUC?'URE IF THE MOISTURE CONTENT DECREASES OR INCREASES, FINISH FLOOR RE: ARCH LINE OF EXCAVATION. THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE W/ GEOTECHNICAL REPORT RECOMMENDATIONS. THE TESTING LABORATORY SHALL TEST AND APPROVE THE MOISTURE CONTENT AND DENSITY OF THE SUBGRADE PRIOR TO PLACEMENT OF ANY FILL MATERIAL. NOTE TO CONTRACTOR: PROVIDE PUMPS ON SITE AND REMOVE ANY WATER FROM THE SITE 100% OF THE TIME. STANDING WATER IN THE EXCAVATION AT ANYTIME DAY OR NIGHT IS UNACCEPTABLE. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sea®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES ""►� r-< OF P..,I,9 Review Issue � � . • .......• . 1� xxxxx BidIssue �.!....................:.*.l� xxxxx BRAD L CRANE 0 Permit Issue 44891 11-29-2006 / Qc:••Z / �•' �( Fsue ruction h / `.�j xxxxx BRAD RANE Revisions CONCRETE SPECIFICATIONS I DRAWING NAME 26277S901 SITE PREPARATION SCHEMATIC Drawn KLN Check Date Project 26277 Sheet S9101 GENERAL NOTES: 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, B AC G, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. DESIGN CRITERIA CODE .................................................. IBC '2003 WIND SPEED.......................................90 MPH EXP. B SEISMIC ............................................... SEE TABLE BELOW DESIGN LOADS LIVE LOAD DEAD LOAD UNIT FLOOR 40 40 PRIVATE BALCONY 60 35 PUBLIC AREAS & CORRIDORS 100 25 ROOF 20 20 EARTHQUAKE DESIGN DATA TABLE THE SHORT PERIOD (0.2 SEC) SPECTRAL RESPONSE ACCELERATION (Ss):. .......................• • 0.106 THE ONE SECOND SPECTRAL RESPONSE ACCELERATION (S1):•..................•••.............•.••••.••••• 0.046 SEISMICUSE GROUP: ........................................................................................................................ I SITE CLASSIFICATION: ........................................................................................................................ D SITE COEFFICIENT AS FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss: •••...............................••••.•..•••••. • Fa 1.6 SITE COEFFICIENT AS FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATIONS S1:•................................................ Fv 2.4 ADJUSTED MAXIMUM EARTHQUAKE SPECTRAL RESPONSE ACCELERATION PARAMETERS:.......................................................................................... SMs 0.170 SMi 0.110 DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: ••••..•••••.............••.......•.... • SDs 0.113 SDI 0.074 SEISMIC DESIGN CATEGORY (SHORT PERIOD RESPONSE ACCELERATIONS): • .......••••••.......•..• • A SEISMIC DESIGN CATEGORY (ONE SECOND PERIOD RESPONSE ACCELERATIONS): ••.••.•••••.•••• B BASIC SEISMIC -FORCE RESISTING SYSTEM: ••.••.••.••.......••••.......•••.• LIGHT FRAMED WALLS WITH STRUCTURAL SHEAR PANELS DESIGN COEFFICIENT FOR BASIC SEISMIC -FORCE RESISTING SYSTEM (R): •........................ • 2 SYSTEM OVER -STRENGTH FACTOR(Cb):....................................................................................... . 2 1/2 DEFLECTION AMPLIFICATION FACTOR (Cd):................................................................................... 4 ANALYSIS PROCEDURE (ELFP OR MAP): ........................................................................................ ELFP WOOD FRAMING SPECIFICATIONS: 1. WOOD FRAMING SIZES, VERTICAL FRAMING, HORIZONTAL FRAMING, FIRESTOPS, ANCHORAGE, FURRING AND CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER LOCAL BUILDING CODE MINIMUM REQUIREMENTS. 2. A) WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL BE 19/32" THICK STANDARD C.D. EXPOSURE 1, PANEL INDEX 40/20 CONFORMING TO U.S. PS-1 AND STAMPED WITH APA GRADE -TRADEMARK. B) WOOD STRUCTURAL PANELS SHALL BE NAILED TO SUPPORTS WITH 8d COMMON NAILS, FOR THICKNESS OF 15/32 INCH AND WITH 10d COMMON NAILS FOR 19/32 INCH, 23/32 INCH, AND 7/8 INCH THICKNESS. C) NAILING SHALL BE AS SHOWN ON WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE PLAN (SHOWN ON THIS SHEET). 3. A) WOOD STRUCTURAL PANEL FLOOR SHEATHING SHALL BE 23/32" THICK T & G EXPOSURE 1, PANEL INDEX 48/24 CONFORMING TO U.S. PS-1 AND STAMPED WITH APA GRADE -TRADEMARK. B) WOOD STRUCTURAL PANELS SHALL BE NAILED TO SUPPORTS WITH 8d COMMON NAILS, FOR THICKNESS OF 15/32 INCH AND WITH 10d COMMON NAILS FOR 19/32 INCH, 23/32 INCH, AND 1 1/8 INCH THICKNESS. C) NAIL SPACING SHALL BE SIX INCHES ON CENTER AT PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 4. ALL STRUCTURAL LUMBER SHALL BE SPRUCE PINE FIR OF THE FOLLOWING MINIMUM GRADES AND ALLOWABLE STRESSES OR EQUIVALENT AS PER NATIONAL FOREST PRODUCTS ASSOCIATION. MOISTURE CONTENT TO BE 19% MAXIMUM. STUDS SEE STUD SCHEDULE JOISTS STRUCT. GRADE NO. 2 BEAM 2"-4" THICK STRUCT. GRADE NO. 2 OS S STRUCT. GRADE NO. 2 - ALL PLATE STOCK SHALL BE DFL OR SYP NO. 3 OR BETTER. - ALL FLOOR JOIST BRIDGING TO BE PER LOCAL CODES OR AS SHOWN. - ALL GLUE LAMINATED MEMBERS SHALL BE DOUGLAS FIR, COMBINATION 24F-V4 FOR SIMPLY SUPPORTED BEAMS AND COMBINATION 24F-V8 FOR CANTILEVERED AND CONTINUOUS BEAMS; OR SOUTHERN PINE, COMBINATION 24F-V3 FOR SIMPLY SUPPORTED BEAMS AND 24F-V5 FOR CANTILEVERED AND CONTINUOUS BEAMS. UNLESS NOTED OTHERWISE ALL GLULAM .BEAMS SHALL BE PROVIDED WITH STANDARD CAMBER. - PSL MEMBERS SHALL BE MIN. Fb = 2900 PSI. & MIN. Fv = 285 PSI. & MIN. E= 2,000,000 PSI. - LVL BEAMS THAT HAVE EQUAL OR GREATER SIZE THAN PSL BEAMS SPECIFIED, AND MEET PSL REQUIREMENTS MAY BE SUBSTITUTED FOR PSL BEAMS 5. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED TESTING AGENCY. 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE -TREATED WOOD. ALL FASTENERS INCLUDING ANCHOR BOLTS, POWDER ACTUATED FASTENERS, NAILS, CLIPS, AND HANGERS ATTACHED TO PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND THE APPLICABLE BUILDING CODE. 0 1.1 SCOPE: A. TRUSS DOCUMENTS TO INCLUDE 1) SEALED LAYOUTS,SEALED PROFILES & CALCULATIONS & TRUSS BLOCKING' REQUIREMENTS. B. PROCEDURES FOR 1) INSTALLING, SECURING, BRACING, ETC., OF ALL TRUSSES. 1.2 SHOP DRAWINGS: A. INCLUDE THE FOLLOWING ON SUBMITTED SHOP DRAWINGS 1) STAMP AND SIGNATURE OF ENGINEER RESPONSIBLE FOR PREPARATION OF ALL TRUSS DESIGN AND LAYOUT DRAWINGS: CERTIFYING THAT THE DESIGN & LAYOUT IS IN ACCORDANCE WITH THE STRUCTURAL 2) PARAMETERS & DRAWINGS. ALLOWABLE LOADS IN LBS/EFFECTIVE NAIL OR LBS/SQ. IN FOR LUMBER AND PLATES USED AS ALLOWED BY ICBO AND CURRENT ICBO REPORT NUMBER AND BY SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL. 3 STRESS REDUCTION FACTORS USED FOR PLATES. 4 TOP AND BOTTOM CHORD DESIGN LOADS IN PLF. 5 SIZE, GAUGE, AND EXACT LOCATION BY DIMENSION OF PLATES. 6 LUMBER SPECIES AND GRADES USED. 7 NAME AND TRADEMARK OF PLATE MANUFACTURER AND TRUSS FABRICATOR AND PROJECT NAME AND LOCATION. 8) CONCENTRATED LOAD REQUIREMENTS HAVE BEEN DESIGNED FOR AND SHOWN ON DOCUMENTS. 9) TRUSS TO TRUSS CONNECTION HARDWARE REQUIREMENTS. (-0 C. SHOP DRAWINGS & LAYOUTS CAN NOT BE REVIEWED BY SCA WITHOUT SEAL AND SIGNATURE OF TRUSS COMPANY ENGINEER ON ALL TRUSS ENGINEERING SHEETS, D. ALL TRUSSES MUST BE DESIGNED FOR UPLIFT LOADS. UPLIFT VALUES ® EACH TRUSS BEARING POINT MUST BE SHOWN ON TRUSS ENGINEERING SHEET. 2.1 METAL GUSSET PLATES: A. PLATE DESIGN AND MANUFACTURE SHALL BE AS APPROVED BY 'THE RESEARCH COMMITTEE FOR THE ICBO". PLATES SHALL BE GALVANIZED OR OTHERWISE PROTECTED FROM CORROSION. B. MANUFACTURER'S NAME OR TRADEMARK SHALL BE VISIBLE ON PLATES. 3.1 GENERAL: A. FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICBO EXCEPT THAT THIS SPECIFICATION SHALL GOVERN WHEN IT EXCEEDS ICBO REQUIREMENTS. B. FABRICATE TRUSSES FROM APPROVED SHOP DRAWINGS. C. FABRICATED TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE FULL CONTACT AT JOINTS. D. EACH CHORD SECTION SHALL EXTEND THROUGH TWO PANEL POINTS BEFORE BEING SPLICED. E. TRUSS FABRICATOR SHALL HAVE HIS PLANT INSPECTED FOUR TIMES PER YEAR BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI REGULATIONS AND COPIES OF INSPECTIONS MADE AVAILABLE TO OWNER UPON REQUEST. F. TRUSS FABRICATOR SHALL SPECIFY HARDWARE REQUIRED AT TRUSS TO TRUSS CONNECTIONS. G. ALL COMPONENT WEB MEMBERS REQUIRING LATERAL BRACING SHALL HAVE 2X T-BRACES UNLESS THE COMPONENT ENGINEER PROVIDES OTHER BRACING DESIGN & DETAILS. H. MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 19%. I. ALL CHORD MATERIAL LUMBER SHALL HAVE A MINIMUM SPECIFIC GRAVITY "G" = .50. J. BEARING AREA OF COMPONENT CANNOT BE LARGER THAN THE FRAMING MEMBER USED FOR BEARING. K. TOP CHORD SHALL BE CONTINUOUSLY BRACED WITH PROPERLY ATTACHED SHEATHING OR BRACING AT 2'-0" O.C. (MAX.). BOTTOM CHORD SHALL BE CONTINUOUSLY BRACED WITH PROPERLY ATTACHED CEILING GYPSUM SHEATHING OR BRACING AT 10'-0" O.C. (MAX.), UNLESS NOTED OTHERWISE BY TRUSS MANUFACTURER. BRACING SHALL BE 2X MEMBER AND SHALL BE ATTACHED TO EACH TRUSS WITH 2-10d NAILS. L. TRUSSES OVER SHEAR WALLS OR DRAG TRUSSES SHALL BE DESIGNED FOR DRAG FORCES INDICATED ON STRUCTURAL PLANS AND DETAILS. ROOF FASTENING ZONES(C) WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE 0 FASTENING SCHEDULE (inches on center) THICKNESS NAILS PANEL LOCATION 1 /2" OR LESS $d COMMON PANEL EDGE (a) 6 6 6(b) PANEL FIELD 12 12 6(b) 19/32" OR GREATER 10d COMMON PANEL EDGE (a) 6 6 6(b) PANEL FIELD 12 12 6(b) (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE END WALLS. (b) USE RING -SHANK NAILS IN THIS ZONE IF MEAN ROOF HEIGHT IS GREATER THAN 25'. (c) THE ROOF FASTENING ZONES ARE SHOWN BELOW. ROOF FASTENING ZONES FLAT ROOF 3�-----20---- I IC3 I I I (D I2 I I- - I I -- ---- (3 f CORROSION -RESISTANT SIDING OR CASING NAILS. FASTENING SCHEDULE .CONNECTION FASTENIN 0, m LOCATION gFASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. hCORROSION-RESISTANT ROOFING NAILS WITH 7/16 INCH DIAMETER HEAD AND 1 1/2 INCH 1 JOIST TO SILL OR GIRDER 3- 8d COMMON TOENAIL LENGTH FOR 1/2 INCH SHEATHING AND 1 3/4 INCH LENGTH FOR 25/32 INCH SHEATHING. 3- 3" X 0.131" NAIL 2 BRIDGING TO JOIST 2- 8d COMMON TOENAIL EACH END CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16 INCH CROWN AND 1 1 /8 INCH 2- 3" X 0.131" NAIL LENGTH FOR 1/2 INCH SHEATHING AND 1 1 /2 INCH LENGTH FOR 25/32 INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION 3 1 "X 6" SUBFLOOR OR LESS TO EACH JOIST 2- 8d COMMON FACE NAIL OF THE PANEL, UNLESS OTHERWISE MARKED). 4 WIDER THAN 1"X 6" SUBFLOOR TO EACH JOIST 3- 8d COMMON FACE NAIL CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. 5 2" SUBFLOOR TO JOIST OR GIRDER 2- 16d COMMON BLIND AND FACE NAIL k PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL 6 SOLE PLATE TO JOIST OR BLOCKING 16d AT 16" O.C. TYPICAL FACE NAIL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. 3" X 0.131" NAIL ® 8" O.C. 1 SOLE PLATE TO JOIST OR BLOCKING AT 3- 16d PER 16" BRACED WALL PANELS FOR ROOF SHEATHING APPLICATIONS, 8d NAILS ARE THE MINIMUM REQUIRED FOR WOOD BRACED WALL PANELS 3" X 0.131" NAIL PER 16" STRUCTURAL PANELS. 7 TOP PLATE TO STUD 2- 16d COMMON END NAIL m STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH, 3- 3" X 0.131" NAIL 8 STUD TO SOLE PLATE 4-8d COMMON TOENAIL n FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 4- 3" X 0.131" NAIL 8 INCHES AT INTERMEDIATE SUPPORTS. 2- 3- 16d COMMON 3" X 0.131" NAIL END NAIL °FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORT FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES 9 DOUBLE STUDS 16d AT 24" O.C. FACE NAIL AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. 3" X 0.131" NAIL ® 8" O.C. gFASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE, 10 DOUBLE TOP PLATES 16d AT 16" O.C. TYPICAL FACE NAIL 3" X 0.131" NAIL @ 12" O.C. DOUBLE TOP PLATES 8- 16d COMMON LAP SPLICE 12- 3" X 0.131' NAIL 11 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3- 8d COMMON TOENAIL 3- 3" X 0.131" NAIL 12 RIM JOIST TO TOP PLATE 8d AT 6" O.C. TOENAIL 3" X 0.131" NAIL ® 6" O.C. 13 TOP PLATE, LAPS AND INTERSECTIONS 2- 16d COMMON FACE NAIL 3- 3" X 0.131 NAIL 14 CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EDGE 15 CEILING JOISTS TO PLATE 3- 8d COMMON TOENAIL 5- 3" X 0.131" NAIL 16 CONTINUOUS HEADER TO STUD 4- 8d COMMON TOENAIL 17 CEILING JOISTS, LAPS OVER PARTITIONS 3- 16d COMMON FACE NAIL 4- 3" X 0.131 " NAIL 18 CEILING JOISTS TO PARALLEL RAFTERS 3- 16d COMMON FACE NAIL 4- 3" X 0.131" NAIL 19 RAFTER TO PLATE 3- 8d COMMON TOENAIL 3- 3" X 0.131" NAIL 20 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2- 8d COMMON FACE NAIL 2- 3" X 0.131" NAIL 21 1 "X 8" SHEATHING TO EACH BEARING 2- 8d COMMON FACE NAIL 22 WIDER THAN 1 "X 8" SHEATHING TO EACH BEARING 3- 8d COMMON FACE NAIL 23 BUILT-UP CORNER STUDS 16d AT 24" O.C. 3" X 0.131" NAIL 0 16" O.C. 24 BUILT-UP GIRDER AND BEAMS 20d AT 32 O.C. FACE NAIL @ TOP AND 3" X 0.131" NAIL 0 24" O.C. BOTTOM STAGGERED ON OPPOSITE SIDES 2- 20d COMMON FACE NAIL @ ENDS 3- 3" X 0.131" NAIL AND AT EACH SPLICE 25 2" PLANKS 16d AT EACH BEARING 26 COLLAR TIE TO RAFTER 3- 1Od COMMON FACE NAIL 4- 3" X 0.131" NAIL 27 JACK RAFTER TO HIP 3- 1Od COMMON TOENAIL 4- 3" X 0.131 " NAIL 2- 16d COMMON FACE NAIL 3- 3" X 0.131" NAIL 28 ROOF RAFTER TO 2- BY RIDGE BEAM 2- 16d COMMON TOENAIL 3- 3" X 0.131" NAIL 2- 16d COMMON FACE NAIL 3- 3" X 0.131" NAIL 29 JOIST TO BAND JOIST 3- 16d COMMON FACE NAIL 5- 3" X 0.131" NAIL 30 LEDGER STRIP 3- 16d COMMON FACE NAIL . 4- 3" X 0.131" NAIL 31 WOOD STRUCTURAL PANELS AND PARTICLEBOARD:b SUBFLOOR, ROOF, & WALL SHEATHING (TO FRAMING): °'1 1/2- AND LESS 6d n 2 3/8" X 0.113" NAIL 19/32" TO 3/4" e 2d3%8R X6d 0.113" NAILn 7/8" TO 1 " 1 1 /8" TO 1 1 /4" 8d c 1 Odd OR 8d e SINGLE FLOOR (COMBINATION SUBFLOOR- UNDERLAYMENT (TO FRAMING); 3/4" AND LESS 6d e 1 1 /8 TOTO 1 1 /4" 11 Odd OR 8d e 32 PANEL SIDING (TO FRAMING): f 1/2' OR LESS 5/8" 6d 8d f 33 FIBERBOARD SHEATHING: 9 1/2" No. 11 ga. ROOFING NAIL h 6d COMMON NAIL No. 16 ga. STAPLE i h 25/32" No. 11 ga. ROOFING NAIL 8d COMMON NAIL . No. 16 ga. STAPLE 34 INTERIOR PANELING 1 /4" 4d J k 3/8" 6d 35 TRUSS, ROOF, AND FLOOR 3- 16d SLANT NAIL NOTES TO FASTENING SCHEDULE a COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. (SIZE OF NAIL PER LATEST EDITION OF NATIONAL DESIGN SPECIFICATION) bNAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, EXCEPT 6 INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX, OR CASING. cCOMMON OR DEFORMED SHANK. dCOMMON. eDEFORMED SHANK. GENERAL WOOD FRAMING NOTES 1. FRAMED OPENINGS: FOR OPENINGS LESS THAN 4'-0" WIDE, USE 1- TRIMMER AND 1- KING POST EACH END. FOR OPENINGS 4'-0" OR WIDER, USE 2- TRIMMER AND 1- KING POST EACH END. U.N.O. 2. PROVIDE A CONTINUOUS TIE ACROSS BUILDING WITH STRONGBACKS ON ALL JOIST SPANS OVER 7'-6" AND TWO STRONGBACKS ON ALL JOIST SPANS OVER 15'-0" PERPENDICULAR TO JOISTS AND NAILED TO EACH JOIST. 3. BRIDGING: MAXIMUM AT 8'-0" FOR SPANS OVER 10'-0", METAL CROSS, WOOD CROSS OR 2" SOLID WOOD. 4. PROVIDE COLLAR TIES OF 1 X6 BOARDS AT UPPER 1 /3 DOWN FROM RIDGE BEAMS SPACED 48" O.C. MAXIMUM. (FOR CONVENTIONAL FRAMING) 5. PROVIDE PURLINS OF THE SAME NOMINAL DIMENSIONS AS RAFTERS UNDER ALL RAFTER (HORIZONTAL) SPANS OVER (7'-6" FOR 2X6, 10'-0" FOR 2X8, 12'-8" FOR 2X10, 15'-6" FOR 2X12) AND BRACE TO PARTITIONS AT 48" O.C. MAXIMUM. (FOR CONVENTIONAL FRAMING). 6. PROVIDE DOUBLED JOISTS UNDER PARTITIONS (ABOVE) WHICH ARE PARALLEL WITH JOIST SPAN: SPACE AND BLOCK IF PARTITION ABOVE IS A PLUMBING WALL, 7. PROVIDE SOLID BLOCKING AT 12" O.C. BETWEEN JOISTS UNDER PARTITIONS (ABOVE) WHICH ARE PARALLEL TO THE JOISTS BUT NOT DIRECTLY OVER THE JOISTS. BLOCKING SHALL BE NOT LESS THAN 2" IN THICKNESS AND SHALL MATCH THE DEPTH OF THE JOISTS. TRUSSES MAY USE TRUSS BLOCKS. 8. THE NUMBER OF WALL STUDS AT BEARING POINTS OF 2X MEMBER BEAMS SHALL EXCEED THE NUMBER OF MEMBERS IN THE BEAM BY ONE. ALL MANUFACTURED WOOD BEAMS SHALL HAVE 3 STUDS MINIMUM AT EACH BEARING POINT (UNLESS NOTED OTHERWISE ON PLAN). GIRDER TRUSSES SHALL HAVE 3 STUDS MINIMUM; OR 1 STUD MORE THAN THE NUMBER OF PLYS AT EACH BEARING POINT (UNLESS NOTED OTHERWISE ON PLAN). THE CENTERLINE OF THE BEAM AND GIRDER TRUSS SHALL BE THE CENTERLINE OF THE SUPPORTING WALL STUDS OR POST. THE SUPPORTING WALL STUDS OR POST SHALL CONTINUE TO THE FOUNDATION WITH INTERMEDIATE SUPPORTS THROUGH FLOOR (BETWEEN UPPER WALL BOTTOM PLATE AND LOWER WALL TOP PLATE). 9. ALL FLUSH BEAMS AND JOISTS TO BE SUPPORTED BY APPROVED HANGER. 10. ALL 2X4 (MIN.) CHIMNEY CONSTRUCTION TO BE SHEATHED WITH 1/2" EXTERIOR WOOD STRUCTURAL PANEL, 11. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR CONSTRUCTION. 12. EXTERIOR WALLS AT VAULTED CEILINGS SHALL BE BALLOON FRAMED. 13. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND TRUE. THIS BRACING SHALL REMAIN UNTIL THE SPECIFIED SHEARWALLS ARE TOTALLY INSTALLED. 14. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. NOTCHING AND BORING OF STUDS AND TOP PLATES SHALL CONFORM TO THE PROVISIONS OF SECTION 2308.9.10 AND 2308.9.11 OF THE IBC. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE WITH MINIMUM 0.058 INCHES THICK AND 1 1/2 INCHES WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (6) 16d NAILS, IN ACCORDANCE SECTION 2308.9.8 OF THE IBC. STEEL LINTEL SCHEDULE FOR MASONRY OPENINGS MAXIMUM SPAN SIZE 3'-0" < 3 1/2 X 3 1/2 X 1 /4 4'-0" < 5 X 3 1/2 X 1 /4 (LLV) 5'-0" <X 5 X 3 1/2 X 5/16 (LLV) 8'-0" < 5 X 3 1/2 X 3/8 (LLV) 9'-0" < 6 X 4 X 3/8 (LLV) PROVIDE ROLLED STEEL ANGLE LINTELS ® ALL ARCHES. ALL LINTELS TO EXTEND 8" (MIN.) ONTO MASONRY. STAIR & HANDRAIL NOTES: ALL STAIRS AND HANDRAILS SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER BASED ON THE FOLLOWING DESIGN CRITERIA: 1. STAIR STRINGERS, TREADS AND RISERS SHALL BE DESIGNED TO SUPPORT 100 PSF LIVE LOAD. 2. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED TO SUPPORT A 300 POUND CONCENTRATED LOAD PLACED IN A POSITION THAT WOULD CAUSE MAXIMUM STRESS. 3. THE TOP RAIL OF HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PLF APPLIED HORIZONTALLY AT RIGHT ANGLES, OR A 200 POUND CONCENTRATED LOAD APPLIED IN ANY DIRECTION. INTERMEDIATE RAILS, PANEL FILLERS AND THEIR CONNECTIONS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PSF APPLIED HORIZONTALLY AT RIGHT ANGLES OVER THE ENTIRE TRIBUTARY AREA, INCLUDING OPENINGS AND SPACES BETWEEN RAILS. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES �.►�������� �E OF Review Issue ; �P.••••"•••..ky�� xxxxx*`��' •,s*1�, Bid Issue *••...... ••• ,. * XXXXX LCRANE Permit Issue ���'$'.. 44891 1 1-29-2006 #40 . •: �C � '��' Q Fnstruction 4k\ 0 oue xxxxx BRAD L RANE Revisions GENERAL SPECIFICATIONS 1"=1'-IT - Drawn KLN Project 26277 Check Shee 89n02 Date u STRUCTURAL STEEL FRAMING NOTES: 1. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. DRAWINGS TO HAVE CONTRACTORS STAMP AFFIXED PRIOR TO REVIEW. 2. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE. 3. STRUCTURAL SHAPES AND ASTM SPECIFICATIONS: A. WIDE FLANGE SHAPES ASTM A992 (50 KSI) B. ANCHOR BOLTS ASTM A36 36 KSI C. CHANNELS ASTM A36 36 KSI D. PLATES ASTM A36 36 KSI E. BARS ASTM A36 36 KS1 F. ANGLES ASTM A36 136 KSI G. SQUARE AND RECTANGULAR TUBES (HSS) ASTM A500, GRADE B (46 KSI) H. STEEL PIPE ASTM A53, GRADE B 35 KSI) I. ROUND TUBES (HSS) ASTM 500, GRADE B (42 KSI) 4. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH "THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC NINTH EDITION. 5. ALL FIELD CONNECTIONS TO BE BOLTED WITH A325 BOLTS (WELDED WHERE SHOWN). DESIGN SHEAR CONNECTIONS FOR ONE HALF OF THE TOTAL ALLOWABLE UNIFORM LOAD OF BEAMS UNLESS NOTED OTHERWISE ON DRAWINGS, RE: AISC PART 4. ALL CONNECTIONS MUST BE DESIGNED BY A REGISTERED ENGINEER AND, IF REQUESTED, CALCULATIONS MUST BE AVAILABLE FOR REVIEW. BOLTS TO BE LE JEUNE TYPE OR EQUAL. 6. BRACING CONNECTIONS SHALL DEVELOP FULL FORCES SHOWN ON DRAWINGS AT EACH END OF MEMBER, 7. EXPANSION JOINT CONNECTIONS, WHERE USED, SHALL PROVIDE FREE MOVEMENT. BOLTS SHALL HAVE NUTS FINGER TIGHTENED AND THREADS CRIMPED. 8. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. 9. MC = MOMENT CONNECTION. 10. ALL NON -SHRINK GROUTS FOR LEVELING OF BASE PLATES SHALL HAVE A MIN. 5,000 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS. GROUT SHALL COMPLY WITH CORPS OF ENGINEERS SPECIFICATION CRD-C 621. 11. ALL STRUCTURAL STEEL AND JOISTS SHALL BE FABRICATED IN ACCORDANCE WITH OSHA SAFETY STANDARDS FOR STEEL ERECTION. STRUCTURAL DOCUMENTS INDICATE TYPICAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL OSHA REQUIREMENTS ARE MET. 12. ALL STRUCTURAL STEEL DESIGNED USING AISC-ASD SPECIFICATION SHALL NOT INCLUDE THE 1/3 STRESS INCREASE ALLOWANCE FOR WIND AND SEISMIC LOADING. r Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sea®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES ���`����� +�E OF TF�\ ..... �1 •• Review Issue �„��P.•• ,-iq � • s xxxxx 1 Bid Issue :.:....... ........... ..:`�/ xxxxx j BRAD L CRANE .. .� •.� 4891rI2006 �I,o;•�• j1it �` •. / S pk Construction 2 Issue . xxxxx BRAD L RAN, � Revisions GENERAL SPECIFICATIONS 1"-1'-0" Drawn KLN Project 26277 Check Shee Date !39.03 SEE SIMPSON ELEVATION 2/THIS SHEET BOLT @ QUICK TIE UJ -3" MIN. SEE TYP, SHEAR WALL (SIMPSON) END — ANCHORAGE ELEVATIONS. (DETAIL ENLARGED UP TO 2" VENEER FOR CLARITY) LEDGE IF APPLICABLE 7—ALIGN CENTER OF MST60 STRAP W/ EDGE OF STUD. CS16 STRAP MAY SEE SIMPSON ELEVATION BE CENTERED ON STUD. 2/THIS SHEET BOLT @ QUICK TIE EL UJ C2- 2 pe SEE TYP. SHEAR WALL (SIMPSON) END ANCHORAGE ELEVATIONS, WITH BRICK LEDGE /UKX -/ '_' ` (DETAIL ENLARGED 1/y"Xy 1�"-~� ,-'- ,-- ,- -~_.-____-,~ XYM FOR uLAmnT)| PLATE "--J—ALIGN CENTER OF MST60 STRAP W/ EDGE OF STUD Project THE FACTORY TYP. EDGE CONDITION FOR TYPE 2 APARTMENTS AND AND < > CAST IN PLACE BOLT (3T SIMPSON FRAMING DETAILS M NOTES: COLLEGE STAMON, TEXAS ALLOW FOR 14" Mil IMUM END LENGTHS HILL AND FMNK, INC. WITH 13-10d NAILS IN EACH END (26 NAILS TOTAL). NAILS IN EACH END (56 NAILS TOTAL). STUDS: STUDS: STUDS: STUDS: STUDS: STUDS: PROVIDE 3-2X4 STUDS (MIN.) PROVIDE 2-2X4 STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) CONSULTING ENGINE ERS STRAP THROUGH 4th FLOOR STRAP THROUGH 4th FLOOR STRAP ROUGH 4th FLOOR STRAP THROUGH 4th FLOO STRAP THROUGH Ah FLOOR STRAP THROUGH 4th FLOOR WITH (2) CS16 STRAP. WITH (2) CS16 STRAP. WITH (2) CS16 STRAP. WITH (2) CS16 STRAP. WITH (1) CS16 STRAP, WITH (1) CS16 STRAP. CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 FAX: 713.779.1173 STUDS: STUDS: STUDS: STUDS: STUDS: STUDS: e-mail: sca@scahouston.com PROVIDE 3-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 3-2X4 STUDS (MIN.) Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 STRAP THROUGH 3rd FLOOR STRAP THROUGH 3rd FLOOR STRAP THROUGH 3rd FLOO STRAP THROUGH 3rd FLOOR STRAP THROUGH 3rd FLOOR STRAP THROUGH 3rd FLOOR WITH (1) MST60 WITH (1) MST60 WITH (2) CS16 STRAPS WITH (2) CS 16 WITH (1) CS16 STRAPS, WITH (1) CS16 STRAR ISSUE DATES Review Issue AV V% XXXXX 11-29-2006 STUDS: STUDS: STUDS: STUDS: STUDS: STUDS: nstruction 04 PROVIDE 4-2X4 STUDS (MIN.) PROVIDE 4-2X STUDS (MIN.) PROVIDE 3-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) XXXXX BRAD L RANE STRAP THROUGH 2nd FLOOR STRAP THROUGH 2nd FLOOR STRAP THROUGH 2nd FLOOR STRAP THROUGH 2nd FLOOR STRAP THROUGH 2nd FLOOR STRAP THROUGH 2nd FLOOR Revisions WITH (2) MST60 WITH (2) MST60 STRAPS WITH (1) MST60 STRAPS WITH (1) MST60 STRAPS WITH (2) CS16 STRAP, WITH (1) CS16 STRAP. STUDS: STUDS: STUDS: STUDS: STUDS: PROVIDE 2-2X STUDS MIN. PROVIDE 08 POST (MIN.) PROVIDE 08 POST (MIN.) PROVIDE 5-2X STUDS (MIN.) PROVIDE 4-2X STUDS (MIN.) PROVIDE 3-2X STUDS (MIN.) PROVIDE 6X6 POST (MIN.) PROVIDE 6X6 POST (MIN.) ANCHORAGE TO FOUNDATION SHEARWALL SPECIFICATIONS @ 6X WALLS @ 6X WALLS ANCHORAGE TO FOUNDATIO I ANCHORAGE TO FOUNDATIO ANCHORAGE TO FOUNDATION WITH HTT16 ANCHOR. ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION WITH HHDQ11-SDS2.5 ANCHOR. WITH HDQ8-SDS3 WITH HTT22. FASTEN TO FOUNDATION ------- WITH HHDO14-SDS2.5 FASTEN TO FOUNDATION W/1"O X 12" FASTEN TO FOUNDATION W/7/8�O X 11 1/2" FASTEN TO FOUNDATION W/5/8"O X 10' W/5/8"O X 10" EMBEDMENT WITH HD15 ANCHOR. FASTEN TO FOUNDATION EMBEDMENT HEADED ANCHOR BOLT. EMBEDMENT HEADED ANCHOR BOLT. EMBEDMENT HEADED ANCHOR BOLT. HEADED ANCHOR BOLT. FASTEN TO FOUNDATION W/1 1/4"0 X 16" W/1"O X 14" EMBEDMENT ALTERNATE ANCHORAGE @ INL COND, ONLY ALTERNATE ANCHORAGE EMBEDMENT HEADED ANCHOR BOLT. HEADED ANCHOR BOLT. SEE 3/THIS SHEET 7/8"o X 9' EMBEDMENT SIMPSON SET 5/8"0 X 9" EMBEDMENT SIMPSON SET ALTERNATE ANCHORAGE FOR EDGE CONDITIONS EPDXY ANCHOR, EPDXYANCHOR. 5/8"0 X 7" EMBEDMENT EXPANSION ANCHOR SEE 3/THIS SHEET SEE 3/THIS SHEET @ INTERIOR CONDITION OR FOR EDGE CONDITIONS FOR EDGE CONDITIONS 5/8"0 X 6" EMBEDMENT SIMPSON ET EPDXY ANCHORS 0 EDGE CONDITION. 0�/ KWWTI�� UOUNDjATION fF6UhDXTf0f;i/ JF6U h D�Al 1/0 Drawn KLN Project 26277 ANCHORAGE TYPE<->F ANCHOR GE TYPE<3> ANCHORAGE TYPE<q> ANCHORAGE TYPE<-(> ANCHORAGE TYPE <�> ANCHORAGE TYPE<3> I TYPICAL SHEAR WALL END ANCHORAGE ELEVATIONS (SIMPSON) Check Shee!39.03 Date e ANCHOR - SEE PLAN 3/4"0 ALL THREAD WELD SIZE TO -EQUAL RADIUS *BOTTOM PLATE OF WALL --\� tl I /, OF COUPLER E70XX *FLOOR SHEATHING 7T -.--STEEL BEAM SEE PLAN 2X NAILER RIP TO FIT TOP FLANGE WIDTH SIMPSON CEILING FURR DOWN GYP. SHEATHING JOINT SHEAR WALL N 3/4" 0 ALL THREAD *BOTTOM PLATE OF WALL -� 3 5/8"OX1" COUNTERSINK WHERE REQUIRED BEAM CONNECTION 2X WALL 2X BLOCK NOTE: SHEAR WALL SHEATHING MAY BE CONT. FROM BOTTOM PLATE TO TOP PLATE. 12d or 16d COMMON NAILS 0 6" O.C. STAGGERED SHEAR WALL PANEL - SHEAR WALL EDGE — NAILING SHEAR WALL PANEL J01 SHEAR WALL HOLDOWN SEE PLAN STRAP - SEE PLAN STRAP -SEE PLAN SHEAR WALL EDGE NAILING SHEAR WALL SHEAR WALL (MAY BE STAGGERED) ANCHOR - SEE PLAN SEE BRACING SHEAR WALL EDGE NAILING PLAN a, 7\\ (MAY BE STAGGERED) *FLOOR SHEATHING PLUMBING CHASE *FLUSH BEAM SEE PLAN TYP. PLUMBING CHASE 3 1/2"OX1/4" WASHER CRIMP THREADS STUD SIZE VARIES 12d or 16d COMMON NAILS 0 6" O.C. STAGGERED SHEAR WALL PANEL SHEAR WALL EDGE NAILING 1'!P. FURR DOWN at SHEAR WALL (81 TYP. STUD CHANGE IN SHEAR WALL (61 SEE TYPICAL SHEARWALL ELEVATIONS A� SHEAR WALL PANEL END STUDS (KING STUD 0 OPENINGS). NAIL THESE �H WINDOW SILL PLATE (2X MIN., MATCH STUD SIZE). STUDS TOGETHER WITH SHEAR WALL BOTTOM PLATE NAILING (2 STUDS MIN.). EDGE NAIL (MAY BE STAGGERED) WOOD STRUCTURAL PANEL SHEAR (I HEADER (2-2 X 6 MIN.) WITH SHEAR WALL EDGE NAILING. WALL TO THESE STUDS. JJ DOUBLE TOP PLATE WITH SHEAR WALL EDGE NAILING MAY BE STAGGERED). B� SHEAR WALL ANCHORAGE MAY BE QUICK -TIE OR SIMPSON. SEE PLANS. t�C TYPICAL STUDS 0 16" O.C. MAX. SPACING. FIELD NAIL WOOD 0 BOTTOM PLATE WITH SHEAR WALL TO STRUCTURE BELOW. EDGE NAILING AND BOLTED OR NAILED STRUCTURAL PANEL SHEAR WALLS TO STUDS. EDGE NAIL AT PANEL EDGES. © WOOD STRUCTURAL PANEL EDGE. © TRIMMER STUDS, CONTINUE EDGE NAILING FROM KING STUDS AND NAIL �M CRIPPLE STUDS 0 16" O.C. MAX (MATCH STUD SIZE). STUDS TOGETHER WITH SHEAR WALL BOTTOM PLATE NAILING. �E LSTA24 STRAP WITH 9-10d NAILS IN BLOCKING AND HEADER OR WINDOW ON .SHEAR WALL, EDGE NAILING (MAY BE STAGGERED). PLATE. UO SHEAR WALL PANEL. rJF SHEAR WALL EDGE NAILING (MAY BE STAGGERED). �P SOLE OR SILL PLATE ANCHORAGE TO FOUNDATION. G� 2X BLOCKING (MATCH STUD SIZE). PERFORATED SHEAR WALL (5 SHEAR WALL SHEATHING SHALL EXTEND FROM BOTTOM PLATE TO TOP PLATE un FLOOR SYSTEMS VARY, SEE DETAILS WITH SHEAR WALLS, SEE FRAMING PLAN FOR SECTIONS CUTS E! CONT. SHEAR WALL SHEAR WALL EDGE NAILING—` (MAY BE STAGGERED) AA SHEAR WALL (SIMPSON) AT INTERSECTING WALLS SHEAR WALLS SHEAR WALLS NAIL STUDS TOGETHER GYP. SHEAR WALLS STAGGERED (TYP.)O.C. W/16d NAILS 0 6" O.C. STAGGERED I I / S� AR WALL NOTES: SHEAR WALL1J 1. SEE BRACING PLAN FOR TYPE & EDGE NAILING LOCATION OF SHEAR WALL; SEE TYP SHEAR WALL (Q.T.) ELEVATIONS FOR QUICK TIE TYPE; SEE SHEAR WALL SCHEDULE FOR NAILING REQUIREMENTS. GYP SHEAR WALL INTERSECTING WALLS SHEAR WALL EDGE NAILING—/ NAIL STUDS TOGETHER W/16d NAILS 0 6" O.C. STAGGERED SIDE TO SIDE GYP. SHEAR WALL/W.S.P. SCR WALL INTERSECTING WALLS TYP. SHEAR WALL at TUB TYP. STUD ARRANGEMENTS at CORNERS/INTERSECTIONS SHEAR WALL SCHEDULE�6)(7)(8)(9)(10)(11)(14)(15) W.S.P. SHEAR WALL TYPES "A", "B", "C", AND "D" CAPACITIES HAVE BEEN INCREASED BY 40% FOR WIND LOAD PER IBC 2306.4.1 SHEARWALL SHEATHING LOCATION EDGE NAILING (3)l4) FIELD NAILING (3)(4) BLOCKED SOLE OR SILL PLATE ANCHORAGE TO FOUNDATION (5)(12) NAILING OF BOTTOM SHEARWALL TYPE TYPE EDGES PLATE TO FLOOR FRAMING TYPE m 0 O w z 3/8' MINIMUM EDGE NAIL ® ALL OTHER -VERTICAL ANCHOR BOLT USE EXPANSION ANCHOR 0 INT. CONDITION POWDER ACTUATED 0.162"0 X 3 1/2" z = V DISTANCE, MAY BE SUPPORTS AND (RECOMMENDED FOUNDATION ANCHORAGE) USE EPDXY ANCHOR @ EDGE CONDITION FASTENERS (ALTERNATE LONG NAILS a a 8 z ¢ u- � STAGGERED WHERE MULTIPLE STUDS HORIZONTAL JOINTS (BOLT PLACED BEFORE FOUNDATION IS POURED ANO EMBEDDED INTO CONCRETE FOUNDATION. (ALTERNATE FOUNDATION ANCHORAGE) FOUNDATION ANCHORAGE) USE STAGGERED Ui 3 z BEN = OCCUR. (DEPTH OF BLOCK TO NAILING PATTERN {U.N.O.) _3" MINIMUM EMBEDMENT INTO CONCRETE MINIMUM INT. CONCRETE FOUNDATION EDGE DISTANCE -MINIMUM CONCRETE cy �i y & = J ¢ J ¢ MATCH DEPTH OF -A307 FOR 1/2' 0 = 7"; 5/8" 0 = 9"; ALL BOLTS CLOSER TO A FOUNDATION EDGE ARE CONSIDERED EDGE CONDITIONS. FOUNDATION EDGE DISTANCE = 3" SEE NOTE (16) FOR r' c� ch N y g �� WALL) NO BOLTS SHALL BE PLACED CLOSER THAN 2 FROM EDGE OF FOUNDATION. HILTI DS62P10 PINS NAILING PATTERNS o0 00 N OR HILTI X-AL-H62- O V ,`� u 0 O En O EXP. ANCHORS = 3" MINIMUM EMBEDMENT INTO CONCRETE P8 (OR EQUAL) EPDXY ANCHORS = 3" MINIMUM EMBEDMENT INTO CONCRETE SEE FOOTNOTE 12 A • • 0.148"0 X 3" LONG 0.148"0 X 3" LONG 4X OR 5 8"0 ® 15" O.C. 5 8"0 0 15" O.C. N A TWO ROWS ® 3" O.C. NA NA NA NA 02"O.C. 012"O.C. 3X A B ® • 0.148;0 X 3" LONG 0.148"0 X 3" LONG 4X OR 5 8" 0 0 20" O.C. 5 8"0 0 20" O.C. N/A TWO ROWS 0 4' O.C. 0 3 O.C. 0 12 Q.C. 3X B N/A N A N/A N/A C • • n 0.148n„0 X 3 LONG n n 0.148 0, X 3 LONG » " 1 2 0 CAD 18 O.C. n u 1 2 0® 18 O.C. N/A n ONE ROW 0 2 1/2" O.C. 1 2"0 0 9" O.C. 0 DOUBLE SIDED WALL 1 2" 0 0 9" O.C. 0 DOUBLE SIDED WALL N/A TWO ROWS 0 2 1/2 O.0 0 4 O.C. 0 12 O.C. 2X C D • • » n 0.148 0 X 3 LONG n n 0.148 0 X 3 LONG n n 1 2 0 0 26 O.C. n n 1 2 0 26 O.C. N A » ONE ROW ®4 O.C. 0 6" O.C. 0 12" O.C. 2X 1 2"0 0 12" O.C. 0 DOUBLE SIDED WALL 1 2" 0 0 12" O.C. 0 DOUBLE SIDED WALL N/A TWO ROWS 0 4" O.C. D E (1) • • 6d WB 0 7" O.C. 6d WB 0 7" O.C. NO 1 /2"X 0 48". O.C. 1 /2" 0 0 48" O.C. 16" O.C. 16" O.C. E(1) • 5d WS 0 7" O.C. 5d WB 0 7" O.C. F • • 6d WB 0 4" O.C. 6d WB 0 4" O.C. NO 1 2"X 0 48" O.C. 1 2"0 0 48" O.C. 10" O.C. 12" O.C. F G 15d WB 0 4" O.C. 5d WB 0 4" O.C. 2X 1 2"X 0 48" O.C. 1 2" 0 0 48" O.C. 10" O.C. 12" O.C. G H • • 6d WB 0 4" O.C. 6d WB 0 4" O.C. 2X 1 2"X 0 48" O.C. 1 2"0 0 48" O.C. 8" O.C. 10" O.C. H J • • 6d WB 0 4" O.C. 6d WB 0 4" O.C. NO 1 2"X 0 48" O.C. 1 2" O ® 48" O.C. 12" O.C. 16" O.C. J 0) • • 6d WB 0 7" O.C. 6d WB 0 7" O.C. NO 1 /2"X 0 48" O.C. 1 /2"0 0 48" O.C. 6" O.C. 8" O.C. L(t) • • 5d WB 0 7 O.C. 5d WB 0 7 O.C. NO M 15d WB 0 4" O.C. 5d WB 0 4" O.C. 2X 1 2"X 0 30" O.C. 1 2"0 0 30" O.C. 3" O.C. 4" O.C. M N • • 6d WB 0 4" O.C. 6d WB 0 4" O.C. 2X 1 2"X 0 24" S.C. 1 2" 0 0 24" O.C. 3" O.C. 4" S.C. N P • • 5d WB 0 4" O.C. 5d WB 0 4" O.C. NO 1 2"X 0 30" O.C. 1 2" 0 0 30" O.C. 6" O.C. 8" S.C. P R • • 6d WB 0 4" O.C. 6d WB 0 4" O.C. NO 1 2"X 0 30" O.C. 1 2"d 0 30" O.C. 4" O.C. 6" O.C. R FG(2) • • 6d WB 0 4" O.C. 6d WB 0 4" O.C. NO 1 /2"X 0 30" O.C. 1 /2"0 0 30" O.C. 4" O.C. 6" O.C. FG(2) • • 15d WB 0 4 O.C. 5d WB 0 4 O.C. 2X HG�2> • • 6d WB 0 4" O.C. 6d WB 0 4" O.C. 2X 1 /2"X 0 30" O.C. 1 /2"SX3" 0 30" O.C. 3" O.C. 4" O.C. HG'(2) • •5d WB 0 4 O.C. 5d WB 0 4 O.C. 2X F00TN0 0 (1) E OR L TYPE SHEAR WALLS CAN USE EITHER 5/8" OR 1/2" GYP WALLBOARD OR GYP SHEATHING. (2) SHEATH ONE FACE OF WALL WITH 1/2" GYP WALLBOARD OR GYP SHEATHING AND THE OTHER WITH 5/8" GYP WALLBOARD OR GYP SHEATHING. (3) WB = WALLBOARD NAILS: 5d WB = COOLER (0.086"0, 1-5/8" LONG, 15/64" 'HEAD) OR WALLBOARD (0.086"0, 1-5/8" LONG, 9/32" HEAD) NAILS; 6d WB = COOLER (0.092"0, 1-7/8" LONG, 1 /4" HAD) OR WALLBOARD (0.0915"0, 1-7/8" LONG, 19/64" HAD) NAILS. (4) ON THE EXTERIOR FACE OF ALL EXTERIOR GYPSUM SHEAR WALLS USE No.1 1 GAGE, 1-3/4" LONG, 7/16" HAD DIAMOND POINT, GALVANIZED NAILS. THIS REQUIREMENT REPLACES 5d WB AND 6d WB NAILS SPECIFIED IN THE SHEAR WALL SCHEDULE BUT THE SPACING REQUIREMENT IS AS SPECIFIED. (5) PRIOR APPROVAL REQUIRED FOR POWDER ACTUATED FASTENER OTHER THAN HILTI. PRIOR APPROVAL REQUIRED FOR EPDXY OR EXPANSION ANCHORS OTHER THAN THOSE LISTED IN FOOTNOTE (12). (6) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND USE PACHOMETERS AND OTHER EQUIPMENT NECESSARY TO LOCATE ALL POST TENSIONING TENDONS SUCH THAT NO DAMAGE OCCURS FROM PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES. (7) IT SHALL BE THE CONTRACTOR'S RESPOSIBILITY TO INSURE THAT THE PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES IS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES (SPECIAL INSPECTORS SHALL BE PROVIDED IF SPECIFIED BY THE APPLICABLE BUILDING CODE). (8) REFERENCE SHEAR WALL ANCHORAGE SCHEDULE FOR REQUIRED SHEAR WALL END POST/STUDS, IF NO ANCHOR IS USED, PROVIDE 2-2X FULL HEIGHT STUDS (MIN.) AT EACH END OF SHEAR WALL. (9) SHEAR WALL FRAMING SHALL BE 2X STUDS 0 16" O.C. MAXIMUM SPACING, SEE BRACING PLANS FOR TYPES AND LOCATIONS. 2 Project THE FACTORY APARTMENTS (10) W.S.P. = WOOD STRUCTURAL PANEL, PLYWOOD OR ORIENTED STRAND BOARD (OSB). Z BOTTOM PLATE (11) N/A = NOT APPLICABLE. (12) EMBED = EMBEDMENT LENGTH INTO CONCRETE SLAB. IF WALL IS SET ON A CURB, THE CONCRETE EMBEDMENT DEPTH STARTS AT THE BOTTOM OF THE CURB (U.N.O.). a 0 BOTTOM PLATE z ANCHOR TYPES AND CODE INFORMATION: ¢ -SIMPSON "SET" EPDXY: ICBO ER5279; SBCCI 9706; CITY OF L.A. RR25279. -SIMPSON EXPANSION "WEDGE ALL" ANCHORS: ICBO ER3631; SBCCI 9706; CITY OF L.A. RR24682; a DADE COUNTY 95-0511.04. ' -SIMPSON "ET" EPDXY: ICBO ER4995; SBCCI 94145; CITY OF L.A. RR25185, RR25120. • -ITW RAMSET/RED HEAD "EPCON" EPDXY SYSTEM: ICBO ER4285. NAILING NAILING -HILTI "HVA" EPDXY ANCHORS: ICBO 5369; SBBCI 9930; CITY OF L.A. RR25363. • -HILTI "HIT HY 150" EPDXY ANCHORS: ICBO ER5193; CITY OF L.A. RR25257. -QUICK TIEnm Q-1000 EPDXY ICBO ER4398 1 ROW STAGGERED 2 ROWS STAGGERED COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES w OF r `k� Review Issue qE �P.•••••••••�;iq�� ' 04 XXXXX *`;� ;s BidIssue �::.:....................* y XXXXX 00 BRAD L CRANE / ........................ Permit Issue/�� �• 44891 11-29-2006 : • 4;.�F1/ 5• •� Construction Issue ��� `%pN •• ,,{�'Q XXXXX BRAD L RANE Revisions HEARWALL SPECIFICATI (13) NOT USED (14) WHERE PANELSERENT FARE APPLIED BONS BOTH FACES OF A WALL AND NAIL SPACING IS -LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL (16)TYPICAL NAILING PATTERN DETAIL (15) NO SUBSTITUTIONS OF SHEAR WALLS INDICATED ON BRACING PLANS MAY BE MADE UNLESS VERIFIED BY THE ENGINEER AND FOLLOWED BY AN R.F.I. Drawn Check SHEAR WALL SCHEDULE 1 Date 1'=1'-0" KLN Project 26277 Shee !S9.04 r7Q w 00 NOTES: 1.) EUCO—GUARD VOX CONCRETE DECK SEALER (OR EQUAL) SHALL BE APPLIED TO ALL CONCRETE DECK SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. 2.) AFTER COMPLETION OF THE PROJECT, THE CONCRETE SHALL BE INSPECTED AND ALL CRACKS FROM SHRINKAGE AND CONSTRUCTION STRESSES SHALL BE REPAIRED. THE OWNER SHALL ALSO IMPLEMENT AN ANNUAL MAINTENANCE PROGRAM FOR THE STRUCTURE. NOTES: 1.) THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A FOUNDATION BEAM © 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 2.) SEE SITE PREPARATION SCHEMATIC ON GS7.1 FOR ADDITIONAL INFORMATION. 3.) FOUNDATION SLAB SHALL BE SLOPED TO INTERIOR DRAINS. ELEVATION AT DRAINS IS DENOTED AS A DISTANCE FROM 0'-0". 4.) SPREAD FOOTINGS ARE MARKED WITH AN "F--.—" DENOTATION. SEE THE FOOTING SCHEDULE ON 2/ GS3.4 FOR FOOTING SIZE AND REINFORCING. 5.) BASE PLATES ARE MARKED WITH A "TYPE —" DENOTATION. SEE PLAN FOR SPECIFIC CALL OUT AND GS3.3 FOR BASE PLATES DETAILS. FINISH FLR. ELEVATION = 0'-0" (UNLESS NOTED OTHERWISE) RE: CIVIL FOR ACTUAL ELEV. INDICATES LOCATION OF F.D. FLOOR DRAIN. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. +XX'—XX" INDICATES FINISH --. FLOOR ELEVATION. VERIFY WITH ARCHITECT. INDICATES ELEVATION RELATIVE TO FINISH FLOOR ELEVATION. T.O.F. = INDICATES TOP OF FOOTING FROM 0'-0" Project THE FACTORY PARKING GARAGE COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422,7252 FAX: 713.779.1173 e—mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES : ������"`�� fE OF TIC-e\,1 Review Issue P••' I"q 0, xxxxx /' �.•' •,•••s4 0 Bid Issue ' �`•� xxxxx BRAD L CRANE Permit Issue 0' 0 ......................... 1 1 —29-06 00�,o/C 8�9� ssuetruction I•�..;,, \r ONAL (j xxxxx BRAD L ANE IRevisions A02-07-07 CITY COMMENTS. JT. FOUNDATION PLAN 1st LEVEL PARKING GARAGE 1/8°=10_w Drawn JT Project 26277 Check Sheet Date 02-07-07 GS1W11 DRAWING NAME 26277GS11.dwg 2-7-07 2:09PM thornei - � Z ELEVATED SLAB NOTES: 3" SLAB ON 3VL120 METAL DECK (6" TOTAL DEPTH) REINFORCED W/#3 @ 1 2 3 4 1 5 6 6.8 7 8 15" O.C. EACH WAY, CONCRETE 171'-9' SHALL BE f'c = 5000 PSI. PROVIDE 9"9 GRACE CONST RUCTION ADMIXTURES PRODUCTBS 14,-7 1 /2" 30'-0" 27'-0" '- 27'-0" 27'-0" 26'-6" 36" 14'-7;1/2" 1 MEETING SPECIFIED REQUIREMENTS OR EQUAL. 153'-7 1 /2" 1 /1) NOTES: A ALL FRAMING MEMBERS SHALL BE HOT -DIP GALVANIZED. o a 4 3 GS4.1 GS4.1 1 BRACE #W1 8X"2 W21x50 (18) c=3/4" W21x44 W21x44 W21x44 W21x44 nL A - - - A O� Q 1 cD M I 'n W16X26 `r' LO to - A.4 N x O N N N r r r 4 5'- r r GS4.2 GS4.2 GS4.3 i 716x26 W 2x 19 (4) B r 2 ro N N N N N CV N N M r r 2 1 I 1 I I 1 11 II II II II I I II II I I ( I <- N N N N �- U U U U U U U V r N N N GS4.3 r i II II II II II it II II II 11 co U U U U U U to �u7 u� � to U U U U !� LO co 0 M L U') L0 U0 N O O O O O d X X rX X x x x x O O O r ' X x x x x x N N N N N N N N x I I II N 00 00 00 00 3:: 3 3; 5: 3;: _ _ Go O O r r - F. D. •- N N M N N r RAMP UP 5'-3 @ 6.48% C W24X 10 W24x6 207 W24X68 W24X68 W24X68 W24x6 20 W21x 10 C 5 2 5 5 2 5 5 2 5 Al 1 1 1 SIM LEVEL 3 5'-3" 6 d d d LO �t d LO �► d 6 LEVEL 4= 10'-6" GS4.1 GS4.2 N, GS4.2 O W X N N 0 N N N N W X r p x x x x x x O_ O_ p O O_ p O O M r IN, -11 to ro M ,o S s rl M ri ri ri -II _ L� ° II II it II II II Iri U U U U U o rJ U o U o D o a W14x22 8 W14x2 (8) (HIGH AN LOW) W14x22 8 D N x N N N N N I W 14x22 (8) 1 3 W 14x22 (8) - N cNv N N N 1 �i N t0 x X x x X I ^ I x X X x X ( � GS4.2 GS4.2 L d d d U) d' �I' P7 r r r r 0 1 C N � N N N r W X I O 1 �M1 o o O O o o Q o /9 r d . W �"� 1- �� r r M a.. W24X 10 W24x6 20 W24X68 W24X68 W24X68 W24x6 20 W21x 10 5 2 5 5 2 5 5 2 5 E 6 6 GS4.2 GS4.2 RAMP UP 5'-3" @ 6.48% 1 XXW 2SIM I N00 xo GS4.1 r r r !� N N N N N N N N �l r r r r 3 v I I I 1 II II 11 11 II 11 II 11 I I i I I 1 1 2 N N N �- U U U U U U U U �- N N N N N x 0 0 0 Ln � L0 in in L0 Ln LO ti o ii o Iv it GS4.1 B r r r r r r r r .- 00 2 N � LO LO � u7 L in U) LO LO 1 �p GS4.3 d d d d d t x x _x x _x x x x O O O -t N N N N N N N N d� d0' � -d- It O F W12X1.4 4 x x x x x x x x x x 1 00 00 00 00 00 00 00 00 0C GS4.3 5 2 4 'GS4.2 GS4.2 GS4.2 0o xco ` N x 0 Iii W10x12 (5) (4) W21x44 W21x44 W21x44 G N - = G W10x12 4 _ RACE #1 1 1 SIM 2S►M 2 1 o, GS4.1 GS4.1 GS4.1 GS4.1 1 /2" 160'-3 1 /2" 1 �9- 1 1 1 /2" 4'-8"30'-0" 27-0" 27'-0" 27'-0" 30'-0"14'-7 1/2"g» 171'-9" 1 1 1.7 2 3 4 5 6 7 8 5 4 2 PARKING GARAGE DIAGRAM FINISH FLOOR ELEVATION (UNLESS NOTED OTHERWISE) LEVEL 1 = -5'-3" LEVEL 2 = 0'-0 , 1 LEVEL 3 = +5'-3" LEVEL 4 = +10'-6" LEVEL 5 = +15'-9" INDICATES LOCATION OF F.D. FLOOR DRAIN. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. +XX'-XXI INDICATES FINISH FLOOR ELEVATION. VERIFY WITH ARCHITECT. INDICATES ELEVATION RELATIVE TO FINISH FLOOR ELEVATION. NOTES: 1.) EUCO-GUARD VOX CONCRETE DECK SEALER (OR EQUAL) SHALL BE APPLIED TO ALL CONCRETE DECK SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. 2.) AFTER COMPLETION OF THE PROJECT, THE CONCRETE SHALL BE INSPECTED AND ALL CRACKS FROM SHRINKAGE AND CONSTRUCTION STRESSES SHALL BE REPAIRED. THE OWNER SHALL ALSO IMPLEMENT AN ANNUAL MAINTENANCE PROGRAM FOR THE STRUCTURE. Project THE FACTORY PARKING GARAGE COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893,6200 ISSUE DATES ..OF Review Issue S�?••' • xxxxx �i`'•' �s*�4 Bid Issue xxxxx j BRAD L CRANE Permit Issue 01•;�;""'°"""""""'•� 1 1-29-06 Is,j��o••.< 44891 suetruction �1;`s•/ CEN S \o ONAL xxxxx BRAD L ANF Revisions 11 02-07-07 CITY COMMENTS. JT. VELS3&4 F PARKING GARAGE 1/8°=1'-0" Drawn JT Project 26277 Check Sheet GS2N Date 02-07-07 DRAWING NAME 26277GS21.dwg 2-7--07 2:08PM thornei ELEVATED SLAB NOTES: 3" SLAB ON 3VL120 METAL DECK (6" 5 TOTAL DEPTH) REINFORCED W/#3 @ 4 15" O.C. EACH WAY. CONCRETE SHALL BE f'c = 5000 PSI. PROVIDE 2 DCI—S CONCRETE ADMIXTURES BY GRACE CONSTRUCTION PRODUCTS MEETING SPECIFIED REQUIREMENTS OR PARKING GARAGE DIAGRAM EQUAL. FINISH FLOOR ELEVATION (UNLESS NOTED OTHERWISE) NOTES: LEVEL 1 = —5'-3" ALL FRAMING MEMBERS SHALL BE LEVEL 2 CLEVEL 3 = 0',-0"p = +1 Al HOT —DIP GALVANIZED. '— LEVEL 5 = +15'-9" INDICATES LOCATION OF F.D. FLOOR DRAIN. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR.. +XX'—XX" INDICATES FINISH FLOOR ELEVATION. VERIFY WITH ARCHITECT. INDICATES ELEVATION RELATIVE TO FINISH FLOOR ELEVATION. NOTES: 1.) EUCO—GUARD VOX CONCRETE DECK SEALER (OR EQUAL) SHALL BE APPLIED TO ALL CONCRETE DECK SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. 2.) AFTER COMPLETION OF THE PROJECT, THE CONCRETE SHALL BE INSPECTED AND ALL CRACKS FROM SHRINKAGE AND CONSTRUCTION STRESSES SHALL BE REPAIRED. THE OWNER SHALL ALSO IMPLEMENT AN ANNUAL MAINTENANCE PROGRAM FOR THE STRUCTURE. Project THE FACTORY PARKING GARAGE COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca@scahouston.com Louisville, Kentucky 502.426,6789 Orlando, Florida 4-07.893,6200 ISSUE DATES 0 OF Review Issue Ar xxxxx Al ' 0 Bid Issue �' xxxxx j BRAD L CRANE 111mit29 Issue06 /�f�ot;.��44891�.. Issuetruction 11�'k AL SS/;ENS, ql xxxxx � BRAD L C AN Revisions 1A02-07-07 CITY COMMENTS. JT. LEVEL 5 FRAMING PLAN PARKING GARAGE Drawn JT Project 26277 Check Sheet �. Date 02-07-07 G S 2. DRAWING NAME 26277GS22.dwg 2-7- 07 2;08PM.thorne.i ■ ELEVATED SLAB NOTES: 3" SLAB ON 3VL120 METAL'! DECK (6" TOTAL DEPTH) REINFORCED W/#3 15" O.C. EACH WAY. CONCRETE SHALL BE f'c = 5000 PSI.! PROVIDE DCI—S CONCRETE ADMIXTURES BY GRACE CONSTRUCTION PRODUCTS MEETING SPECIFIED REQUIREMENTS OR EQUAL. S SHALL BE 5 4 2 PARKING GARAGE DIAGRAM FINISH FLOOR ELEVATION (UNLESS NOTED OTHERWISE) LEVEL 1 = —5'-3" LEVEL 2 = 0'—O" LEVEL 3 = +5'-3" LEVEL 4 = +10'-6" LEVEL 5 = +15'-9" INDICATES LOCATION OF F.D. FLOOR DRAIN. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. +XX'—XX° INDICATES FINISH FLOOR ELEVATION. VERIFY WITH ARCHITECT. INDICATES ELEVATION RELATIVE TO FINISH FLOOR ELEVATION. NOTES: 1.) EUCO—GUARD VOX CONCRETE DECK SEALER (OR EQUAL) SHALL BE APPLIED TO ALL CONCRETE DECK SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. 2.) AFTER COMPLETION OF THE PROJECT, THE CONCRETE SHALL BE INSPECTED AND ALL CRACKS FROM SHRINKAGE AND CONSTRUCTION STRESSES SHALL BE REPAIRED. THE OWNER SHALL ALSO IMPLEMENT AN ANNUAL MAINTENANCE PROGRAM FOR THE STRUCTURE. �o ject THE FACTORY PARKING GARAG-2 COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713,779,7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sea®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES OF Review Issue ?••PEE •• ..4:- �.. �.►��. .s ,0 xxxxx y BidIssue ........... .......::`.0 xxxxx j BRAD L CRANE ' Permit Issue �'�;""""""""' i (44891 4 t o n Con t9u cO Issue t���s/OIVAL • ��� xxxxx BRAD L C ANE Revisions 1 02-07-07 CITY COMMENTS. JT. I STAIR ROOF FRAMING PLAN PARKING GARAGE 1/81=1'-00 — Drawn JT Project 26277 Check Sheet Date 02-07-07 GS23. DRAWING NAME 26277GS23.dwg 2-7-07 2:08PM. thornei Al T.O. WALL FINISH GRADE 3/4" CHAMFER TYPICAL. OR PAVING RE: CIVIL. _ X —III—III 1/2" EXPANSION MATERIAL AND roi 1=1 I ( SEALANT. RE: ARCH. ro FINISH FLOOR z REINF. 1=) rK SEE PLAN. —III I I N #5 CONT. EVENLY SPACED I —I Co @ 12" O.C. PII (2) #8 CONT. TOP AND BOTTOM W/ #3 STIRRUPS @ 18" O.C. 6" VOID CARTON FORM. SECTION a RAMP GRID COLUMN — SEE PLAN FOR SIZE AND ORIENTATION. BASE PLATE AND ANCHOR BOLTS. SEE PLAN FOR TYPE. T.O. DRILL SHAFT SEE PLAN PAVING BY OTHERS _PAVING BY OTHERS RE: CIVIL. RE: CIVIL. N O — =1 I (3) #3 TIES @ 3" O.C. AROUND ANCHOR BOLTS. DRILLED FOOTING SEE PLAN FOR SIZE AND SCHEDULE FOR REINFORCING. INTERIOR COLUMN DETAIL GRID COLUMN — SEE PLAN FOR SIZE AND ORIENTATION. BLOCKOUT — SEE 6/GS3.1 BASE PLATE AND ANCHOR BOLTS. SEE PLAN FOR TYPE. FINISH FLOOR. T.O. DRILL SHAFT SEE PLAN REINF. SEE PLAN. — I -II- -— I (3) #3 TIES @ 3" O.C. AROUND ANCHOR BOLTS. DRILLED FOOTING SEE PLAN FOR SIZE AND _ SCHEDULE FOR REINFORCING. SEE I SIZE. CONT. FORMED KEYWAY. -_.SLIP. 8» 8» #4 X 2'-6" DOWELS @ 24" O.C. REINF. SEE PLAN. FINISH z FLOOR w w 00 lms�EE� UM' COLUMN BLOCKOUT s SECTION RAMP 4 GRID 2" 1'-0 1 / 91 #4 X 2'-6" DOWELS REINF. @ 24" O.C. SEE PLAN. FINISH FLOOR 1 CONT, FORMED KEYWAY. �� 4— dl _I I —II 8" 8» Project THE FACTORY PARKING GARAGE SECTION � RAMP COLLEGE STATION, TEXAS HILL AND FRANK, INC. PAVING OR FINISH GRADE PAVING BY OTHERS. BY OTHERS. RE: CIVIL RE: CIVIL —III—I I— I I I —III—I I —I CONSULTING III I ENGINEERS I 1— CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713,779.7252 1,800.422,7252 FAX: 713.779.1173 6" VOID e—mail: sca@scahouston.com CARTON FORM. (2) #8 CONT. TOP AND BOTTOM' Louisville, Kentucky 502.426.6789 W/ #3 STIRRUPS @ 16" O.C. Orlando, Florida 407.893.6200 ISSUE DATES 'T�w� Review xxxxx Issue : �P• ••'r 0 EXTERIOR GRADE BEAM 2 Bid Issue , ...................... 0 xxxxx BRAD L CRANE m 's'"""""""""" Permit Issue :•"e ,fro) 44891 e.•��s le o�, .� ICENSti . EXPANSIONAND Con t9ucOt on �• sue SEALANT. RE: RE ARCHTERIAL xxxxx PAVING OR FINISH FLOOR z BRAD L ANE FINISH GRADE a Revisions BY OTHERS. REINF. SEE PLAN. A02-07-07 CITY COMMENTS. JT. RE: CIVIL W I[Ell III ( 1,_0„ 6" VOID CARTON FORM. I r (2) #8 CONT. TOP AND BOTTOM W/ #3 STIRRUPS @ 16" O.C. FOUNDATION DETAILS T=T_0n Drawn JT Project 262,77 Check Sheet 1 Date 02-07-07 GS3.11 INTERIOR COLUMN DETAIL 7 DRAWING NAME 26277GS31.dwg 2-7-07 1:47PM thornei «. PER SCHEDULE COLUMN a DRILLED FOOTING 5 EXTERIOR i� (8) #8 VERT. WITH (2) #3 TIES @ 12" O.C. RETAINING WALL / \ I (8) #8 VERT. WITH (2) #3 TIES @ 12" O.C.FOOTING SEE PLAN. _ ./%� \\ GRI 0 1/2" EXPANSION MATERIAL SEE PLAN AND ' 1'-0 1/2" COLUMN N RE. ARCH. STRIP FOOTING SCHEDULE SIZE AND FOR REINF. I ( SEE PLAN. BASE PLATE AND SEE PLAN. GRI ANCHOR BOLTS. SEE PLAN FOR "TYPE. FINISH FLOOR. WATERPROOFING RE: ARCH. � � BRICK FINISH LRE: ARCH. REINF. • L 2'-p» 1'-0" 3" MIN. T.O. PI STER SEE PLAN. z iL PLAN. 1/2" EXPANSION MATERIAL 2_0 _—_— L S PAN W � A �I I SEE RE: ARCH. �i RETAINING WALL z SEE PLAN. SLIP ' I 3 T.O. PILASTER 8 ( - i i SEE PLAN OL -0'-1 1 2" —III IF? NOTE: STRIP FOOTING AND WALL TO BE POURED AROUND DRILLED BRICK LEDGE FINISH GRADE RE: CIVIL.- - FOOTING WITH 1/2" EXPANSION MATERIAL TO SEPERATE DRILLED FOOTING FROM STRIP FOOTING AND WALL. SEAL JOINT WITH WATERPROOF MATERIAL, RE: ARCH. A o - _ STRIP FOOTING DRILLED FOOTING 4 (3) SETS #3 TIES @ 3" O.C. _ 4" 2 -0 S DARE REMAINDER @ 12" O.C. L4X4X1/4 X 0'-8" - WELD TO EMBED PLATE I (8) #8 VERT. WITH —) I FOR ERECTION ONLY) Oo ( (3) SETS #3 TIES @ 3" O.C. (2) #3 TIES @ 12" O.C. EXTEND PILASTER REINF. I I ( INTO DRILLED FOOTING. REMAINDER @ 12" O.C. I PL 1/2X12X BEAM — -2'-7 1 „ DEPTH + 0'-6" W/ T.O. DRIL SHA (8) 3/4"0 X 0'-4" H.S.A. I ( WALL REINF. CONT. THROUGH PILASTER. 'f �fii N (2) #5 X PL LENGTH \ + 2'-0 (60 GRADE) WELD TO PLATE. — GRID PAVING BY OTHERS � 2'-2" -,-- — RE: CIVIL. I ( COLUMN - SEE PLAN FOR ORIENTATION OF COLUMN. DRILLED FOOTING SEE PLAN FOR SIZE AND SCHEDULE FOR REINFORCING. EXTEND PILASTER REINF. FINISH FLOOR BEYOND. INTO DRILLED FOOTING. Project T.O. DRILLED FOOTING SEE PLAN FINISH GRADE RE: CIVIL. BASE PLATE AND ANCHOR BOLTS. THE FACTORY SEE PLAN FOR TYPE. PARKING GARAGE T.O. PILASTER COLUMN PILASTER RAMP 2 _ _ = SEE PLAN ICI I I —III —I COLLEGE STATION, TEXAS DRILLED FOOTING I —) I I—) 11= — SCHEDSEE ULE FOR RSIZE EINFORCING. ( I I I i x T.O.OWALL FINISH FLOOR HILL AND FRANK INC. _ Q BEYOND, SEE PLAN.. FINIS DE = I i=I i I I I ( — —� - — - (3) SETS #3 TIES AROUND ANCHOR BOLTS REMAINDER @ 12" O.C.- E.GC CIVIL. TYPICAL. SECTION PILASTER a RAMP � = -1 s III-1 I I1 1= T.O.C. - VARIES I (_ ( 2' 2" ° v REINF. GRAD SEE PLAN. 18" SEE SPEC'S. #4 DOWELS METAL DECKING 4 4 @ 24" O.C. °� (1 I - —III=) CONSULTING SEE 5PEC'S I I—) w FINISH REINF. . i M I I—) I I —III— x Q ENGINEERS "-�---- FLOOR SEE PLAN. I ( I > _ CONT. @ 12" O.G. ' CORPORATE OFFICE 12611 Emily Court z —I i Sugar Land, Teas 77478 ° LINE OF WALL BEYOND. #5 VERT @ 12' O.C. 713.779.7252 1.800.422.7252 Q � (—I I � FAX: 713.779.1173 L5X5X3/8 CONT. WITH I w W (—) 11— ° e-mail: sca@scahouston.com 1 /2"b X 6" H.S.A. @ I w NOTE: 24" O.C. (2) #8 CONT. _ —i (_) Louisville, Kentucky SHORE WALL UNTIL BOTH SLABS I I z — — #5 VERT @ 8 O.C. I 7.893.6.6789 Orlando, Florida 407.893.6200 HAVE BEEN PLACED AND HAVE 3 -2 _^� — (n REACHED 75% OF DESIGN #5 @ 12 O.C. — Q 1.I ISSUE DATES ,.•• E pF p y' OF'. STRENGTH. TOP AND BOTTOM. -- = —I —III— I N 1/2" EXPANSION MATERIAL AND Q > Review Issue P .. .• '' q 4 5 CONT. M i — — — — — SEALANT. RE: ARCH, xxxxx Bid Issue �i�`;'••:.rxOl r o *•I EVENLY SPACED. � � xxxxx 0••••••••••••• •.••••.••� BRAD L CRANE � 1 T.O.FOOTING i �'' REINF. z Permit Issue ......................V 44 le q; i 44891 SEE PLAN. , 4 � GRANULAR FILL 8 1/2" SEE PLAN. FINISH 11-29-06 Construction tt �•., s� f Z; ICEN 10 F"••. #4 CONT, EVENLY SPACED — —i — — GS3.2 FLOOR w Issue @ 12" O.C. MAX. V) f. xxxxx — CONT. KEYWAY i J- BRAL RAN D Revisions i # 5 VERT. @ 8" O.C. �' LINE OF FOOTING FRENCH DRAIN — 00 z 1Q02-07-07 CITY COMMENTS. JT. I BEYOND. RE: CIVIL. #5 VERT. @ 12" O.C. #5 @ 12" O.C. TOP AND BOTTOM. PAVING BY OTHERS RE: CIVIL. T.O.F. —III—I —III SEE PLAN. III —III— (4) #5 CONT. EVENLY SPACED, p A' c p t e FOUNDATION FOUNDATION DETAILS EXTEND FOOTING REINF. INTO PILASTER (2) #8 CONT. EVENLY SPACED C° i TOP AND BOTTOM. DRILLED FOOTING SEE PLAN FOR SIZE AND 6" VOID SCHEDULE FOR REINFORCING. rn„ n CARTON FORM. 3'-2" loll1'-0" Drawn JT Project 26277 1 -0 5,-0„ She e Check SECTION RAM P 5 PILASTER ETAINING R WALL 3 SECTION ININ ALL RETAINING W i .� Date 02-07-07 DRAWING NAME 26277GS32.dw9 2-7-07 1:47PM thornei INTERIOR GRADE BEAM W/CMU 2 3/4" 2 3/4" 1 '-3 1/2" N A W12 COLUMN PL 2 X 21 X 1'-9" W/ (4) AB-1 ANCHOR BOLTS D TYPE D 5" TOP OF CONCRETE I 1 1 /4" 0 BOLT TYP>-5 16 PL 1X4X4 AB-1 1'--7" 0) �0 I � I � M N EDGE OF SLAB. l� ° � � GJu I/z_,� W10 COLUMNS PL 1 1/2 X 19 X 1'-9 1 /4" W/ (4) AB-1. ANCHOR BOLTS C TYPE C EDGE OF SLAB. _i I co 5 24" FINISH FLOOR #4 DOWELS d" @ 24" O.C. REINF. N SEE PLAN. F -I II I -I- I CONT. KEYWAY I (2) #8 CONT. TOP AND BOTTOM W/ #3 STIRRUPS @ 16" O.C. 6" VOID CARTON FORM. BASE PLATES GRANULAR FILL CONT. KEYWAY FRENCH DRAIN RE: CIVIL. #5 @ 12" O.C. TOP AND BOTTOM. T.O.F. VARIES SEE PLAN. 1 5'-0" SECTION `4 1/2" 2 3/4" 1 1 11 3/4" Ll I 00 M Ln O ILI J O M I I Co Lo M N O ' EDGE OF 8 1/2 10 1/2" SLAB. W10 COLUMNS PL 1 1/2 X 19 X 1'-9 1 /4" W/ (4) AB-1 ANCHOR BOLTS B TYPE B 0'-0" FINISH FLOOR FINISH FLOOR BEYOND, SEE PLAN. C _I - #4 CONT. @ 12" O.C. #5 VERT @ 12" O.C. �M I if} #5 VERT @ 8" O.C. 1/2" EXPANSION MATERIAL AND SEALANT. RE: ARCH. REINF. z 8 f1l " SEE PLAN. 5 FINISH FLOOR w v) 00 I N (4) #5 CONT. EVENLY SPACED co I TOP AND BOTTOM. loll 1'-0" STAIR LANDING C 1 1/4" 2 3/4" 41/2" 10 1/2" EDGE OF SLAB. 00 r' d - 4- N O i I I ' 8 1/2 10 1/2" W10 COLUMNS PL 1 1/2 X 19 X 1'-7" W/ (4) AB-1 ANCHOR BOLTS E TYPE E__ 2 3/4" 2 3/4" l ' -3 I I i W10 COLUMNS PL 1 1/2 X 21 X 1'-9" W/ (4) AB-1 ANCHOR BOLTS A TYPE A COLUMN SEE PLAN. BASE PLATE AND ANCHOR BOLTS. SEE PLAN FOR TYPE. 1/2" EXPANSION MATERIAL AND REINF. SEALANT. RE: ARCH. -I SEE PLAN. z FINISH 8 1/2 w FLOOR o 0 I — � vex�J►�il► GRI FINISH FLOOR. REINF. SEE PLAN. 1 r3 MIN. T.O. PILASTER L SEE PLAN n w w FRI - ill (3) SETS #3 TIES @ 3" O.C. REMAINDER @ 12" O.C. 2'-2" IQUARE EXTEND PILASTER REINF. INTO DRILLED FOOTING. -- A (8) #8 VERT. WITH (2) #3 TIES @ 12" O.C. r� — / \ O I � \ I� �I -f— 2 �-2- - - A Project THE FACTORY PARKING GARAGE PILASTER a RAMP 4'" SECTION RETAINING WALL COLLEGE STATION, TEXAS DRILLED FOOTING HILL AND FRANK, INC. SEE PLAN FOR SIZE AND SCHEDULE FOR REINFORCING. Q CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas t 4to 713.779.7252 1.800.422.7252 FAX: 713.779.1173 LAN. e—mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 z Orlando, Florida 407.893.6200 ISSUE DATES 4r�� ��F%`, w Review Issue �P•''•••••'°•"q �i) xxxxx �i .s 1 BidIssue �::.:................:+..:.:`./ xxxxx 0 BRAD L CRANE 0 Permit Issue �'�;'•"""""""' i 1 1-29-06 ,�;•.<l44891 i� Issuetruction +,�is•�CEN Jam(( xxxxx \ � L �, � UU BRAD L ANt' IRevisions A02-07-07 CITY COMMENTS. JT. FOUNDATION DETAILS 10=T-0" Drawn JT Project 26277 0 Check She 1 _ S. 3 Date 02 07- 07 DRAWING NAME 26277GS33.dwg 2-7-07 1:47PM thornei .. .......................................................... ..................... ...... ..... . V a GRID GRID 1'-0 1/2" FASTEN METAL PANEL s" FASTEN METAL PANEL s° TO CHANNEL WITH TO CHANNEL WITH #12 TEK SCREWS #12 TEK SCREWS @ 6" O.C. C6X10.5 CONT. @ 6" O.C. C6X10.5 CONT. BETWEEN COLUMNS BETWEEN COLUMNS +29'-9"_ +29'-9" T.O. PARAPET W6X15 STUB COLUMN N T.O. PARAPET W6X15 STUB COLUMN @ 13'-0" O.C. MAX. @ 13'-0" O.C. MAX. FINISH HSS12X4X3/8 CONT. FINISH HSS12X4X3/8 CONT. GRID GRID RE: ARCH. RE: ARCH. co FASTEN METAL PANEL 0 FASTEN METAL PANEL FASTEN METAL PANEL -0 1/2 FASTEN METAL PANEL -0 1/2 TO BENT PLATE WITH - ' TO BENT PLATE WITH - TO CHANNEL WITH TO CHANNEL WITH #12 TEK SCREWS c° #12 TEK SCREWS C° #12 TEK SCREWS 6" C6X10.5 CONT. #12 TEK SCREWS fill C6X10.5 CONT. @ 6" O.C. 16" @ 6" O.C. 16" <- @ 6" O.C. BETWEEN COLUMNS @ 6" O.C. BETWEEN COLUMNS 7X5X 1 /4 CONT. —� 1 4 4- O + 15'-9" 7X5X 1 /4 CONT. `,1 - L +15'-9" +26'-2" +26'-2" BENT PLATE, (LLV) ro F LEVEL 5 BENT PLATE, (LLV) ------u ——— _ — — — — —— - LEVEL 5 T.O. PARAPET T.O. PARAPET WELD TO BEAM. — — — — — —— --------- WELD TO BEAM. _ _ _ W6X15 STUB COLUMN W6X15 STUB COLUMN _ - @ EACH BEAM LOCATION. @ EACH BEAM LOCATION. BRICK BEAM �.--- BRICK ----"'� RE: ARCH. SEE PLAN. RE: ARCH. FINISH FINISH Project 1 METAL PANEL L6X4X3/8 CONT. (LLH) RE: ARCH. RE: ARCH. ,5B22 SEE SPEC'S. WELD TO W6X15 COLUMNS. THE FACTORY BRICK LINTEL 4 COPE AND WELD LO BEAMS TO BEAMS @STUB COLUMNS. BEAM TO BE /4 COPE AND WELD SEE PLAN. TO BEAMS @STUB COLUMNS. 1.SB22' METAL PANEL SEE SPECS. 1.SB22 METAL PANEL SEE SPECS. HSS12X4X3/8 CONT. N i in PARKING GARAGE L2X2X1/4 CONT. L6X4X3/8 CONT. LLH / (LLH) STIFFENER PLATE WELD TO W6X15 COLUMNS STIFFENER PLATE FASTEN METAL PANEL FASTEN METAL PANEL WELD TO ANGLES. - @ EACH STUB COLUMN. @ EACH STUB COLUMN. TO BENT PLATE WITH TO BENT PLATE WITH L5X3X3/8 X 6" LONG #12 TEK SCREWS #12 TEK SCREWS f-o ' ' @ 48" O.C. @ 6" O.C. @ 6" O.C. - COLLEGE STATION, TEXAS WELDED TO BEAM. 7X5X1/4 CONT. 16" --�1 -- +10 -6' 7X5X1/4 CONT. 16" �1 +10'-6" FASTEN METAL PANEL C6X10.5 CONT. BENT PLATE, (LLV) �'IfLEVEL 4 BENT PLATE, (LLV) LEVEL 4 HILL AND FRANK, INC. TO CHANNEL WITH BETWEEN COLUMNS WELD TO BEAM. WELD TO BEAM. #12 TEK SCREWS-- @ 6" O.C. FASTEN METAL PANEL C6X10.5 CONT. L6X4X3/8 CONT. (LLH) TO CHANNEL WITH BETWEEN COLUMNS FINISH RE: ARCH. WELD TO W6X15 COLUMNS. BEAM #12 TEK SCREWS HSS12X4X3/8 CONT. 11 BEAM SEE PLAN @ 6" O.C. HSS12X4X3/8 CONT. 1.5822 METAL PANEL _BEAM SEE PLAN. SEE SPEC'S. BRICK LINTEL BEAM SEE PLAN L2X2X1/4 CONT. L6X4X3/8 CONT. (LLH) SEE PLAN. FASTEN MEDAL PANEL FASTEN METAL PANEL ;� WELD TO ANGLES. WELD TO W6X15 COLUMNS W6X15 COLUMN TO BENT PLATE WITH J o TO BENT PLATE WITH @ EACH BEAM LOCATION. #12 TEK SCREWS STUB COLUMN - i #12 TEK SCREWS L5X3X3/8 X fill LONG @ 6" O.C. @ EACX15H @EACH BEAM LOCATION. i N @ 6" O.C. -I @ 48" O.C.®NS�Z�LNCi 7X5X1/4 CONT. 16- 7X5X1/4 CONT. 16„ —�1 OL +5'-3" WELDED TO BEAM. ENGINEERS BENT PLATE, (LLV) LEVEL 3 BENT PLATE, (LLV) — — — — — — — — — — — _ — — — — — LEVEL 3 z BRICK FINISH CORPORATE OFFICE WELD TO BEAM. — — — — — — — — — — — — — — — — _ _ WELD TO BEAM. ¢ RE: ARCH. 12511 Emily Court FINISH BEAM Sugar Land, Texas 77478 RE: ARCH. SEE PLAN. L3X3X1/4 COPE AND WELD 1.5B22 METAL PANEL TO BEAMS @ 48" O.C. 713.779.7252 1.800.422.7252 SEE SPECS. L6X4X3/8`HANGER BEAM ALIGNED W/ HANGER. - it w FAX: 713.779.1173 LL SEAM @ 48" O.C. SEE PLAN. SEAM +� e-mail: sca®scahouston.com STIFFENER PLATE L3X3X1/4 COPE AND WELD SEE PLAN. ;� WELDED TO BEAM. SEE PLAN. L3X3X1/4 DIAGONAL I `n 5 1/2" Louisville, Kentucky 502.426.6789 @ EACH STUB COLUMN. TO BEAMS @ 48" O.C. BRACE @ 48" O.C. Orlando, Florida 407.893.6200 ROLLED .BRICK LINTEL L6X4X3/8 HANGER ALIGNED W HANGER. / FINISH FLOOR 0'-1 1 2" FINISH FLOOR L6X4X3/8 CONT. (LLH) @ 48" O.C. L5X4X3/8 CONT. (LLH) BRICK LEDGE ISSUE DATES ��'`���"► OF. WELD TO HANGERS. WELDED TO BEAM. FINISH FLOOR WELD TO HANGERS „ 0 -0 FINISH FLOOR FINISH GRADE REINF. FINISH GRADE REINF. Review Issue �—'�c_ rFk�� .••• ••.,y FINISH GRADE 0'-0" BEYOND, SEE PLAN. FINISH GRADE T.O. WALL N BEYOND, SEE PLAN. OR 'PAVING SEE PLAN. OR PAVING SEE PLAN. xxxxx s*4A RE: CIVIL. T.O. WALL RE: CIVIL. RE: CIVIL. 0'-0 RE: CIVIL. ,a 0 -0 Bid Issue �i�G;' o* : 1 �....................... *.A I -1 I-1 I I-1 i I -I I -1 I I-1 I I _ III=III=III= z LEVEL 2 --- III=III-III= _ LEVEL _ _ z 2 xxxxx Permit Issue �'•';•'••°•'•°•'•••••••; •' t II II-1I I=III-III=III Q I1=III=1I1=1II 11��1-111 III —III—III III= - N III=III=III III— II11=1IIIII-III __ III=1 n - 11-29-06 •BRA 44s9RANE ���o.,,� �1�F`'•/CEN`'• 11 111=11 III —I 11—III #4 CONT. @ 12" O.C. - x =III=III=III I I I� I I� I I #4 CONT. @ 12' O.C. x Q - -III W ( I=III (.0 - I IIIIIII '�' `' Construction SS�..��. ��o II —II i' Q I1=111=III I—_ I— N XX XX orvAL I 11= I I= I-11 III-1 I I_ 11=1I I= III=III I I i N i 1= I BRAD L cRANE Revisions E1) #5 VERT @ 12" O.C. r� III=III #5 VERT @ 12" O.C. � - _ 1 (I(=1I( a I I��) (2) #8 CONT. TOP AND BO OM i (2) #8 CONT. TOP AND BO OM STIRRUPS @ 16" O.C. �p2-07-07 CITY COMMENTS. JT. III w III111111 z 6" VOID BOX. W/ #3 STIRRUPS @ 16" O.C. 6" VOID BOX. W/ #3 IIII III #5 VERT @ 8" O.C. "' g I —I #5 VERT @ 8" O.C. I GRANULAR FILL 1/2" EXPANSION MATERIAL AND W a- GRANULAR FILL 1/2" EXPANSION MATERIAL AND W a_ SEALANT. RE: ARCH. Q w SEALANT. RE: ARCH. a ¢ Ld CONT. KEYWAY REINF. FINISH w Cn CONT. KEYWAY REINF. FINISH W FRENCH DRAIN SEE PLAN. FLOOR N iOL -5'-3" FRENCH DRAIN SEE PLAN. FLOOR cn I -5'-3" RE: CIVIL. - w LEVEL 1 RE: CIVIL. - w �` LEVEL 1 #5 @ 12" O.C. — — o #5 @ 12" O.C. -- _ — p Fr- TOP AND BOTTOM. III I I1=1 I I-1I — — = 1=1I1=1I I-1 I — I TOP AND BOTTOM. I III I I1=1I1=III— — — — 1=1I1=III-1 — I FRAMING DETAILS T.O.F. VARIES N T.O.F, VARIES SEE PLAN. SEE PLAN. (4) #5 CONT. —'� (4) #5 CONT. EVENLY SPACED EVENLY SPACED C° TOP AND BOTTOM. - TOP AND BOTTOM. - 3'-2" 10" 1'-O" 3'-2" loll 1'-0" 1/2"=T-0" 5'-0>' 5'-0" Drawn JT Project 26277 SCALE: 1/2" = 1 '-O" SCALE: 1/2" = l'-0" SCALE: 1/2" = l '-O" SCALE: 1/2" = l'-O" Check 1 Shee WINDOW OPENINGS(41SECTION FULL WALL 3 SECTION WINDOW OPENINGS 2 SECTION FULL BRICK WALL 1S4.1SECTION G .BRICK Date 02-07-07 WE DRAWING NAME 26277GS41A.dwg 2-7-07 1:47PM thornei GRID GRID FASTEN METAL PANEL -0 1/2 FASTEN METAL PANEL -0 1/2 TO CHANNEL WITH TO CHANNEL WITH #12 TEK SCREWS g" C6X10.5 CONT. #12 TEK SCREWS 6" C6X10.5 CONT. @ 6" O.C. BETWEEN COLUMNS @ 6" O.C. BETWEEN COLUMNS +26'-2" a, +26'-2" T.O. PARAPET T.O. PARAPET W6X15 STUB COLUMN W6X15 STUB COLUMN @ EACH BEAM LOCATION. @ EACH BEAM LOCATION. BRICK BRICK RE: ARCH. RE: ARCH. 1.51322'METAL PANEL 1.51322 METAL PANEL HSS12X4X3/8 CONT. N SEE SPECS. SEE SPEC'S. FASTEN METAL PANEL FASTEN METAL PANEL TO BENT PLATE WITH TO BENT PLATE WITH #12 TEK SCREWS #12 TEK SCREWS @ 6` O.C. @ 6" O.C. I 16„ 16„ 7X5X1/4 CONT. —�1 OL +15'-9" 7X5X1/4 CONT. +15'-9" LEVEL 5 BENT PLATE, (LLV) I LEVEL 5 BENT PLATE, (LLV) I WELD TO BEAM. WELD TO BEAM. a 10 O Project 10 10 I° L6X4X3/8 CONT. (LLH) WELD TO W6X15 COLUMNS. BEAM THE FACTORY BEAM SEE PLAN BRICK LINTEL BEAM BEAM SEE PLAN SCEE PLAN. PARKING GARAGE L6X4X3/8 CONT. (LLH) SEE PLAN. L2X2X1 /4 CONT. WELD TO ANGLES. WELD TO W6X15 COLUMNS W6X15 COLUMN @ EACH BEAM LOCATION. L5X3X3/8 X 6" LONG @ 48" O.C. COLLEGE STATION, TEXAS WELDED TO BEAM. o✓ FASTEN METAL PANEL C6X1O.5 CONT. HILL AND FRANK, INC. TO CHANNEL WITH BETWEEN COLUMNS #12 TEK SCREWS w @ 6" O.C. FASTENMETAL PANEL C6X10.5 CONT. > TO CHANNEL WITH BETWEEN COLUMNS I BRICK RE: ARCH. #12 TEK SCREWS - HSS12X4X3/8 CONT. @ 6 0.C. HSS12X4X3/8 CONT. 1.51322 METAL PANEL 00 SEE SPEC'S. co FASTEN' METAL PANEL — FASTEN METAL PANEL TO BENT PLATE WITH #12 TEK SCREWS W6X15 STUB COLUMN o @ EACH BEAM TO BENT PLATE WITH #12 TEK SCREWS CONSULTING LOCATION. I N I @ 6" O.C. 16" @ 6' O.C. ENGINEERS 7X5X1 /4 CONT. 1- 7X5X1 /4 CONT. BENT PLATE, (LLV) I LEVEL 3 BENT PLATE, (LLV) I LEVEL 3 CORPORATE OFFICE WELD TO BEAM. la WELD TO BEAM. l0 12511 Emily Court BRICK RE: ARCH. 10 Ea l0 I� Sugar Land, Texas 77478 L6X4X3/8 CONT. (LLH) 713.779.7252 1.800.422,7252 1.51322 METAL PANEL WELD TO W6X15 COLUMNS. BEAM FAX: 713.779.1173 SEE SPEC'S. _ SEE PLAN e-mail: sca@scahouston.com BEAM BEAM w BEAM SEE PLAN. SEE PLAN Q SEE PLAN. Louisville, Kentucky 502.426.6789 > L2X2X1/4 CONT. Orlando, Florida 407.893,6200 WELD TO W6X15 COLUMNS ISSUE DATES L6X4X3/8 HANGER ROLLED BRICK LINTEL @ 48" O.C. �P��'OF• p,6. L6X4X3/8 CONT. (LLH) WELDED TO BEAM. Review Issue xxxxx i , „.,; * .s 1 d WELD TO HANGERS. . *t Bid Issue jai* �............... .......... SO xxxxx BRAD L CRANE BRICK FINISH Permit Issue /....""""""""" v RE: ARCH. 1 1-29-06 #�1�0'•.l 44891 O .;. ��1�FSS� ¢ Is�uetruction �ENSF; � xxxxx BRAD L C NE Revisions o' 5 1/2" A02-07-07 CITY COMMENTS. JT. FINISH FLOOR BRICK 0 1 1 2" LEDGE FINISH FLOOR FINISH GRADE REINF. FINISH GRAIDE REINF. OR PAVING SEE PLAN. OR PAVING SEE PLAN. RE: CIVIL. RE: CIVIL. I I M I Ed I I— LEVEL 1 _ III=I I I=I I I= --- LEVEL 1 Z lil—lil -1i1 s N lii—lil—lii —lil=lil-lil-li I I I TI ITI—I I— -- FRAMING DETAILS I I I ( w I I I W N I _ (2) #8 CONT. TOP AND BO OM II (2) #8 CONT. TOP AND BOTTOM 6" VOID BOX. W/ #3 STIRRUPS @ 16" O.C. 6" VOID BOX. W/ #3 STIRRUPS @ 16" O.C. 1/2"=T-0" Drawn JT Project 26277 SCALE: 1 /2" = 1 '-0" SCALE: 1 /2" = 1'-0" �" • Check � Shee SECTION N WINDOW OPENINGSSECTION 0 FULL BRIGK WALL 1 54.1SE Date 02-07-07 DRAWING NAME 26277GS41B.dwg 2-7-07 1:47PM thornei #4 X 6'-0" DOWELS @ 18" O.C. OF BEAM OF BEAM OF BEAM GRID (1) #4 CONT. (1) #4 CONT. (1) #4 CONT. SUPPORT BAR FINISH FLOOR. FLOOR DECKING TYPICAL OVER BEAMS. REINF. REINF. T.O.S. FINISH SEE SPECS. SEE PLAN. SEE PLAN. /— SEE PLAN. FLOOR , BEAM BEAm7 BEAM BEAM BEAM SEE PLAN. SEE PLAN. BEEMPLAN SEE PLAN.' SEE PLAN. SEE PLAN. SECTION INTERIOR BEAM s SECTION INTERIOR BEAMS 2 GRID 6" GRID GRID C6X8.2 CONT. 36" 36" 3" 4„ 3„ 4" GRID W6X15 STUB COLUMN Project co @ 13'-0" O.C. MAX. (1) #4 CONT. #4 X 6'-0" DOWELS C" SEE PLAN FOR LOCATIONS. @ 18" O.C. REINF. SEE PLAN. THE FACTORY' 1/2" BARRIER CABLE FINISH FLOOR. T.O.S. SEE PLAN. L4X3X3/8 @ EACH BEAM. - - - - PARKING GARAGE COLUMN N RAMP DOWN SEE PLAN. W a SEAL JOINT WITH ELASTOMATIC CAULKING. FINISH FLOOR _ _ _ — — — — — — — — — — — — — — — — — — — 1 /2" 0 CABLE (TYP.) i� 1 /2" 0 CABLE (TYP.) c^o T.O.S. _ it COLLEGE STATION, TEXAS REINF. 48" II 48>, # 4 CONT. ON SUPPORTS i� SEE SPEC'S � a, @ 48" O.C. 16 I _-- - HILL AND FRANK, INC. ,1 „ #3 DOWELS � - #3 DOWELS SEAL JOINT WITH � s' @ 3'-0" O.C. #4 CONT. ON SUPPORTS @ 3'-0" O.C. ELASTOMATIC CAULKING. 7X5X1/4' CONT m 'I @ 48' O.C. BENT PLATE, (LLV) _ _ _ BEAM FINISH FINISH Q WELD TO BEAM. L------------- SEE PLAN. FLOOR FLOOR T.O.S. � 5 - T.O.S. - SEE PLAN SEE PLAN 3/8" STIFFENER PLATE AT EACH STUB COLUMN. L4X4X1/4 BRACE AT BEAM STUB COLUMN LOCATIONS. @I L6X3 1/2X5/16 CONT. (LLV) @1 L6X3 1/2X5/16 CONT. (LLV) CONSULTING SEE PLAN. ®� WELD TO BEAM. ®I WELD TO BEAM. ENGINEERS SMI SMART BEAM @� ®� SEE PLAN. BEAM BEAM CORPORATE OFFICE BEAM SEE PLAN. BEAM SEE PLAN. 12511 Emily Court SECTION EXTERIOR BEAM 8 SECTION TOP OF RAMP 5 SEE PLAN SEE PLAN Sugar Land, Texas 7478 713.779.7252 1.800,42-2.7252 FAX: 713.779.1173 e—mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 z Orlando, Florida 407.893.6200 z 0 ISSUE DATES '��''r�'I- w cn w v� Review Issue xxxxx .: �P� 1 — - - L4X3X3/8 @ EACH BEAM. - COLUMN Bid Issue •••BRAD•L•CRANE••• 0 q SEE PLAN. xxxxx j .............. .j �. 4 3 SIDES GRID 36, o 1 Permit Issue 1 1-29-06 /"'°"' s �4q�o•'•,< 44891 36" 1 2" 0 CABLE TYP. / (TYP.) ;� 1 2"b CABLE TYP. / (TYP.) Construction �EN 1 e\� HOLES FOR 4 HOLES FOR ERECTION BOLTS. ERECTION BOLTS. �' (1) #4 CONT. # 4 X 6 -0 DOWELS » @ 18 O.C. REINF. II - 48 II - 4 CONT. ON SUPPORTS 48" Issue xxxxx flNA i r+.w TYPICAL 4 TYPICAL SEE PLAN. o) �t �r @ 48" O.C. BRAD L RAN Revisions -�i RAMP DOWN FINISH FLOOR. S 0 SPLAN. 1 @ M #4 CONT. ON SUPPORTS #3 DOWELS @ SEAL JOINT WITH #3 DOWELS 3/8" X 6" X 1 /4" 3/8" X 6" X 1 /4" Q @ 48" O.C. @ 3'-0" O.C. ELASTOMATIC CAULKING. @ 3'-0" O.C. SPLICE PLATE. ,I SPLICE PLATE. � CL C II FINISH FINISH rn FLOOR cn FLOOR li ii d Q 3 SIDES _ _ — — — — — __ --------------- ----------_________ — - - - �� T.O.S. �' SEE PLAN _ �, T.O.S. "' SEE PLAN 441 II4 00 �t�i FINISH `� �� FINISH i �FLOOR. FLOOR. L6X3 1/2X5/16 CONT. (LLV) L6X3 1/2X5/16 CONT. (LLV) II WELD TO BEAM. I@ WELD TO BEAM. FRAMING DETAILS BEAM I @ @ it SEE PLAN. ii BEAM BEAM SEE PLAN. BEAM SEE PLAN. BEAM SEE PLAN SEE PLAN 3/4°4-0' Drawn JT Project 26277 Check Shee �► COLUMN SPLICE SECTION BOTTOM OF RAMP 4 SECTION RAMP(31SECTION RAMP 1 Date 02_07_07 4.2SECTION DRAWING NAME 26277GS42.dwg 2-7-07 1:47PM thornei ROOF SYSTEM RE: ARCH. METAL DECKING SEE SPECS. - (2) 6005162-54 BACK TO BACK TYP. EACH HIP. CONT. BOND BEAM W/ (2) #5 CONT.:: L BEAM \\F SEE PLAN. L3/8X4XO'-8" WITH 2) 3/4" OXO'-10" H.S.A. REINF. (2) CELLS W/(2.) #7 VERT. (1 EACH FACE) AND PROVIDE #2 TIES @ 8" O.C. FILL CELLS W/ 2500 PSI GROUT. NOT USED s STEEL BEAM CMU WALL HIP 3 ROOF SYSTEM ROOF SYSTEM RE: ARCH. RE: ARCH. 8" CMU W/ TRUSS TYPE REINF @ 16" O.C. VERT. AND METAL DECKING METAL DECKING #5 VERT. @ 32" O.C. SEE SPEC'S. SEE SPEC'S. FILL REINF. CELLS WITH 2500 PSI GROUT. 60OS162-54 60OS162-54 Project @ 16" O.C. @ 16" O.C. FILL FIRST 3 COURSES of THC FACTORY 14 GA. CLIP ANGLE CMU WITH 2500 PSI GROUT. @ EACH RAFTER. T.O.S. STAIRWAY PARKING GARAGE METAL DECKING POUR STOP 14 GA. CLIP ANGLE SEE SPECS. @ EACH RAFTER. REINF. SEE SPEC'S 16 }-- ,r- COLLEGE NATION, TEXAS f°I „ #360 GRIPSTAY CHANNELS @ 32" O.C. W/ #365 ANCHOR HILL AND FRANK, INC. BRICK INTO BOND BEAM RE: ARCH. CONT. BOND BEAM W/ (2) #5 CONT. 1.51322 METAL PANEL La CONT. BOND BEAM SEE SPEC'S. BEAM = W/ (2) #5 CONT. y.: SEE PLAN. FILL W/ 2500 PSI GROUT. D REINF. (2) CELLS W/(2) #7 AT WINDOWS: AT WINDOWS: VERT. (1 EACH FACE) AND BEAM SEE PLAN. a ROLLED BRICK LINTEL L6X4X3/8 HANGER PROVIDE #2 TIES @ 8" O.C. L6X4X3/8 CONT.. (LLH) @ 48" O.C. X >< FILL CELLS W/ 2500 PSI GROUT. WELD TO HANGERS. WELDED TO BEAM. X X CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 ROOF CONNECTION a BEAM 8 ROOF CONNECTION BEAM 5 CMU WALL STAIRWAY Z 713.779.7252 1.800.422.7252 FAX: 713.779.1173 362T125-54 362T125-54 e—mail: sca@scahouston.com (1) #12 SCREW @ 6" O.C. (1) #12 SCREW @ 6" O.C. Louisville, Kentucky 502.426.6789 TYPICAL EACH SIDE. TYPICAL EACH SIDE. 600SI62-54 ROOF SYSTEM 60OS162-54 ROOF SYSTEM Orlando, Florida 407.893.6200 462T125-54 RE: ARCH. RE: ARCH. 8" CMU W/ TRUSS TYPE REINF. ISSUE DATES sue+ w0 OF T�\0` @ 16" O.C. VERT. AND Review Issue �E, P.•••°' •••.-r 4 . . y '••;r4ob METAL DECKING 362T125-54 METAL DECKING #5 VERT. @ 32" O.C'. xxxxx �i�`;' NOTE; OAD.EUTAIL SEE SPEC'S. (DNOTE SEE SPEC'S. FILL REINF. CELLS WITH 2500 PSI GROUT. Bid Issue xxxxx j �.:..................: �.l % BRAD L CRANE ' ENLARGED FOR CLARITY. 60OS162-54 A DETAIL ENLARGED FOR CLARITY. 60OS162-54 A Permit Issue°�;'°"""""""""' 1 1-29-06 44891 044— ...2CEN50 @ 16" O.C. @ 16" O.C. Issuetruction 1�`s•�..°,°.. \� QNAL FILL FIRST 3 COURSES OF xxxxx 2 60OS162-54 2 600S162-54 CMU WITH 2500 PSI GROUT. BRAD L C NEI' Revisions BOXED POST. BOXED POST. T.O.S STAIRWAY METAL DECKING POUR STOP SEE SPEC'S. REINF. SEE SPEC'S 16 > 10 #360 GRIPSTAY CHANNELS @ SUPPORT BEAM "`' BEAM 32" O.C. W/ #365 ANCHOR BRICK SEE PLAN. "' SEE PLAN. 77 INTO BOND BEAM RE: ARCH. CONT. BOND BEAM PL 3/8X4X0'-8' WITH W/ (2) #5 CONT. `` (2) 3/4"OXO—6" H.S.A. '' FRAMING DETAILS 1.5B22 METAL PANEL CONT. BOND BEAM SEE SPEC'S. BEAM X W/ (2) #5 CONT. SEE PLAN. ` FILL W/ 2500 PSI GROUT. REINF. (2) CELLS W/(2) #7 VERT. (1 EACH FACE) AND BEAM ROLLED BRICK LINTEL7 L6X4X3/8 HANGER PROVIDE #2 TIES @ 8" O.C. SEE PLAN. L6X4X3/8 CONT. (LLH) @ 48" O.C. 7 FILL CELLS W/ 2500 PSI GROUT. WELD TO HANGERS. WELDED TO BEAM. 3/4!!=T-0° Drawn JT Project 26277 Check She CONNECTION BEAM ROOF a '', CMU WALL 4 CMU WALL STAIRWAY i IROOF Date 02-07-07 GS4.3 UKAWINU NAMt ZbZ//654J.awg 2-7-07 1:0PM thornei BOLTED CONNECTIONS — DESIGN CONNECTIONS FOR FORCE SHOWN ON BRACING ELEVATIONS. T SEE PLAN FOR BEAM SIZE MID.) COLUMN SEE PLAN. SEE BRACING ELEV. FOR BRACE SIZE & REACTIONS (TYP.) PL 3/8" MIN. (TYP.) E C 2 11 8 OPP. GS5.1 GS5.1 HAND �' �� W1OX33 i� WlOX33 LEVEL 5 �� W18X35 �� ` � LEVEL 5 BRACING DETAIL 8 � / 9 � ys 1 9 Opp. r' i 9 X x o BOLTED CONNECTIONS — BOLTED CONNECTIONS — DESIGN CONNECTIONS FOR DESIGN CONNECTIONS FOR ,�'� GS5.1 ,}. C" HAND GS5.1 HAND o GS5.1 �� , FORCE SHOWN ON BRACING FORCE SHOWN ON BRACING CO p�F T� .�-6, 5 ELEVATIONS. ELEVATIONS. 55�° co, -F'j � 55�0 GRID GS5.1 BEAM SEE PLAN. BEAM SEE PLAN, W10X26 � W10X26 � LEVEL 3 W18X35 LEVEL 3 _F._ SEE PLAN FOR BEAM SIZE (TYP.) 6 tx ti 6 OPP. HAND X o 6 X _ GS5.1 �`` \`SS6' GS5.1 GS5.1 SEE PLAN FOR COLUMN SIZE LEVEL 1 A LEVEL 1 7FOR �� SEE BRACING ELEV. BRACE SIZE , Project PL 3/8" MIN. (TYP.) SEE BRACING ELEV. & REACTIONS (TYP.) 5 5 OPP. 5 SEE PLAN FOR FOR BRACE SIZE & REACTIONS (TYP.) GS5.1 GS5.1 HAND GS5.1 THE FACTORY COLUMN SIZE PL 3/8" MIN. (TYP.) PARKING GARAGE COLLEGE STATION, TEXAS BRACING DETAIL (11 BRACING DETAIL 7 BRACE 4 - ELEVATION 4 BRACE 2 - ELEVATION 2 BOLTED CONNECTIONS — BOLTED CONNECTIONS — DESIGN CONNECTIONS FOR FORCE SHOWN ON BRACING DESIGN CONNECTIONS FOR FORCE SHOWN ON BRACING HILL AND FRANK, INC. ELEVATIONS. ELEVATIONS. PL 3/8" MIN. (TYP.) SEE PLAN FOR COLUMN SIZE SEE PLAN FOR 0 BEAM SIZE (TYP.) I 71 SEE BRACING E. � FOR BRACE SIZE CONSULTING & REACTIONS (TYP.) Al ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 SEE PLAN FOR COLUMN SIZE SEE PLAN FOR FAX: 713.779.1173 BEAM SIZE (TYP.) e—mail: sca@scahouston.com SEE BRACING ELEV. Louisville, Kentucky 502.426.6789 FOR BRACE SIZE & REACTIONS (TYP.) PL 3/8" MIN. (TYP.) Orlando, Florida 407.893.6200 ISSUE DATES ,.a•••�`�� OF TF\1 Review Issue Q ,,....., �. 1 .. ,� i �:•' 's BRACING DETAIL 10 BRACING DETAIL 6 xxxxx * E D C 7 g Bid Issue .:..................::`.� � xxxxx / BRAD L CRANE /........................./ BOLTED CONNECTIONS DESIGN CONNECTIONS FOR FORCE SHOWN ON BRACING BOLTED CONNECTIONS — DESIGN CONNECTIONS FOR FORCE SHOWN ON BRACING Permit Issue 11-29-06 Issuetruction I ,o .. ,r �j L. • /44891� �o �l S/ .CE ....• �\> o- ELEVATIONS. ELEVATIONS. 11 8 xxxxx tt GS5.1 GS5.1 BRAD L C NE Revisions A02-07-07 CITY COMMENTS. JT. BEAM W1OX26 W1.0X26 �i LEVEL 4 �` i ` W18X35 i �� LEVEL 4 SEE PLAN. i f ' ` � 9 S6 9 Opp. HAND X o ti SS6� X 9 O Opp. HAND GS5.1 �y. � �\c GS5.1 GS5.1 COLUMN PL 3/8" MIN. (TYP.) 5 �G� -� SEE PLAN. COLUMN , `. BRACE FRAME SEE PLAN. �' ` ` LEVEL 2 LEVEL 2 AND DETAILS SEE BRACE ELEVATION FOR BRACE SIZE AND REACTIONS. 5 r 5 Opp. 5 Opp. GS5.1 GS5.1 HAND GS5.1 HAND FINISH FLOOR 3/4'4_00 ENLARGE BASE PLATE Drawn JT Project 26277 AS REQUIRED. Sheet GS5d1 Check BRACING DETAIL 9 BRACING DETAIL 5 — BRACE 3 ELEVATION 3 — BRACE 1 ELEVATION 1 Date 02�.-07-07 n UMAWINU IVAMC LOL//UJJ I.O WCJ 2-7-07 1:46PM thornei DRAWING NAME Z6Z77U561.dwg 2-7-07 1'46PM thornei d GENERAL NOTES: 10. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER THE "REINFORCING MASONRY NOTES: SPLICE SCHEDULE" AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS 90 DEGREE BEND ON CORNER BARS. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM 1. ALL MASONRY MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS 5. ALL REINFORCED MASONRY WALLS WITH OPENINGS UP TO 4'-0" WIDE, SHALL HAVE ONE AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, BARS AT SUPPORTS. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. OF BRICK INSTITUTE OF AMERICA (BIA) AND NATIONAL CONCRETE MASONRY. ASSOCIATION BAR I (MINIMUM) AT EACH SIDE OF OPENINGS. FOR OPENINGS LARGER THAN 4'-0" WIDE PROVIDE 2 BARS AT EACH SIDE OF OPENINGS. FILL ALL REINFORCED CELLS WITH 2500 WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT . DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. DESIGN CRITERIA' 2003 IBC PARKING LIVE LOAD 40 PSF GUARD RAIL HORIZONTAL LOAD 6000 LBS CONCENTRATED WHEEL LOAD 3000 LBS (NCMA) AND MINIMUM REQUIREMENTS ESTABLISHED BY LOCAL BUILDING CODE. P.S.I. GROUT. REINFORCING AT EDGES OF OPENINGS TO MATCH TYPICAL MASONRY REIN- 2. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE ASTM C-90 WITH A MINIMUM COMPRESSIVE FORCING SIZE (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP OF WALL STRENGTH OF 1,900 PSI UNLESS OTHERWISE SPECIFIED BY THE APPLICABLE BUILDING CODE. 6 NO SPECIAL INSPECTION IS REQUIRED FOR CMU WALLS. 3. CONTROL JOINTS SHALL BE SPACED PER PLANS AND SPECIFICATIONS OR AT A MAXIMUM 7. PROVIDE TRUSS TYPE REINFORCING AT 16" O.C. FOR ALL CMU WALLS UNLESS NOTED SPACING OF 40'-0" CENTERS, UNLESS SPECIFICALLY APPROVED OTHERWISE BY ENGINEER. OTHERWISE. 4. MORTAR: EXCEPT AS OTHERWISE SET FORTH HEREIN ALL MORTARS AND THE MATERIALS g GROUT SOLID ALL REINFORCED CELLS AND BOND BEAMS WITH 2500 PSI GROUT. THEREIN SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS, ASTM C270. 9. ALL REINFORCED MASONRY WALL CORNERS AND INTERSECTIONS SHALL HAVE ONE VERTICAL A) MORTAR USED TO BOND UNIT MASONRY SHALL BE OF TYPE M, S. OR N, AND SHALL BAR (MINIMUM). FILL REINFORCED CELL (S) WITH 2500 PSI GROUT. REINFORCING SHALL COMPLY WITH THE PROPERTY SPECIFICATIONS SET FORTH BELOW: MATCH TYPICAL MASONRY REINFORCING SIZE (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP OF WALL. MORTAR STRENGTH PROPERTY SPECIFICATIONS 10. PROVIDE ONE VERTICAL BAR (MIN.) FIRST CELL EACH SIDE OF CONTROL JOINTS. FILL CELL TYPE MINIMUM AVERAGE STRENGTH (PSI) WITH 2500 PSI GROUT. PUBLIC ACCESS 100 PSF 11. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ANY OTHER ADDITIONAL SLEEVES, ANCHORS, VENT OPENINGS, ETC., NOT SHOWN ON STRUCTURAL PLANS THAT M 2500 LAP SPLICE LENGTHS FOR MASONRY REINFORCEMENT: REINFORCING SPLICE SCHEDULE REINF. SIZE CONCRETE STRENGTH (PSI) 3000 4000 5000 6000 7000 #3 22" 191, 17" 16" 14" #4 29" 25" 23" 21 > 191, #5 36" 31" 28" 26" 24" #6 1 43" 37" 34" 31" 28" #7 63" 54" 49" 45" 41" #8 72" 62" 56" 51" 47" #9 81" 70" 1 63" 57" 53" #10 gill 79" 71" 64" 60" #11 101" 87" 1 78" 71" 66" STORAGE AREA 125 PSF MIGHT BE REQUIRED. S 1800 N 750 WIND LOAD . (3 SECGUST) 90 MPH, EXP. "B" 12. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. FINISHING OF SLAB SURFACES B) THE TYPE OF MORTAR BASED ON CONSIDERATION OF THE LOCATION OF THE UNIT SHALL COMPLY WITH THE RECOMMENDATIONS OF AC1 302.1 AND 304. MASONRY CONSTRUCTION SHALL BE AS FOLLOWS: 13. UNLESS NOTED OTHERWISE ON PLAN, CONTROL JOINTS TO BE LOCATED AT APPROXIMATELY 400 USE OF LOCATION TYPE OF MORTAR SO. FT. GRIDS. ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR. CONTROL JOINT TO BE BELOW GRADE FOUNDATION AND WALLS M CONCRETE NOTES AND SPECIFICATIONS: ZIP STRIP OR EQUAL. SUBMIT CONTROL JOINT PLAN TO STRUCTURAL ENGINEER FOR APPROVAL. 1 /8" - 1 /4" RETAINING WALLS M 1. ALL CONCRETE WORK SHALL CONFORM TO THE "A.C.I. BUILDING CODE", ACI 318 AND ACI 301, FIRE RESISTIVE WALLS RATED 2 HOURS OR MORE M OR S LATEST EDITION. EXTERIOR WALLS AND .LOAD BEARING (WALLS M OR S PARTITIONS M, S OR N 2 DETAILING FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI SOLID MASONRY UNITS ONE CLASSIFICATION LESS REINFORCING BAR SIZE MIN LAP SPLICE LENGTH #5 31" # 6 57" #7 79" #8 113" #9 146" #10 MECHANICAL CONNECTOR #11 315-90,0 "ACI DETAILING MANUAL - 1990". o THAN THE ABOVE MORTAR OR. GROUT UNDER CONCENTRATED LOADS M WHEN ADJACENT SPLICES IN GROUTED MASONRY ARE SEPARATED BY 3 INCHES OR LESS, 3. UNLESS OTHERWISE NOTED, ALL REINFORCING BARS #4 AND LARGER SHALL CONFORM TO ASTM FENCES M OR S THE REQUIRED LAP LENGTH MUST BE INCREASED 30%. A-615 GRADE 60 (60,000 PSI YIELD) AND ALL #2 AND #3 BARS SHALL CONFORM TO GRADE 4O 0 WHEN EPDXY -COATED BARS ARE USED, THE REQUIRED LAP SPLICE LENGTH SHALL BE (40,000 PSI YIELD). REINFORCING SHALL BE FREE FROM OIL, DIRT AND OTHER MATERIALS THAT m z (LONGITUDINAL OR TRANSVERSE) INCREASED 50%. WOULD REDUCE THE BOND WITH THE CONCRETE.Cn v = APPROXIMATELY 400 SO. FT. GRIDS. ACTUAL 4. WELDED WIRE REINFORCING (WWR) SHALL CONFORM TO ASTM A-185. WELDED WIRE REINFORCING LOCATION TO BE SUBMITTED BY CONTRACTOR SHALL BE CHAIRED TO MAINTAIN THE REINFORCING AT ONE-THIRD THE DEPTH BELOW THE TOP SURFACE DURING CONCRETE PLACEMENT. SUPPORTS SHALL BE AT 2'-0" O.C. TYP . CONTROL JOINT DETAIL (SLAB ON GRADE) 5. UNLESS OTHERWISE NOTED, CONCRETE PROTECTION FOR REINFORCING SHALL BE AS SPECIFIED IN 14. PROVIDE 7 DAY CURING OF SLAB IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS: THE "A.C.I. BUILDING CODE", (ACI 318 LATEST EDITION). A. CONTINUOUSLY WATERED BURLAP 6. CONCRETE STRENGTH AND PROTECTION FOR REINFORCEMENT OF POURED -IN -PLACE MEMBERS; SEE B. WATERPROOF MEMBRANES SECTION 7.7 ACI 318 LATEST EDITION. A. STRUCTURAL ELEMENT MINIMUM COVER (INCHES) CONCRETE STRENGTH PSI} W/C RATIO C. SPRAYED -ON LIQUID MEMBRANE AT 28 DAYS 15. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT, DRY DAYS OR FOOTINGS 3" ALL SURFACES 4000 0.48 ANY OTHER TIME THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP, GRADE BEAMS 3" BOTTOM, 2" SIDES, 1 1 /2" TOP - 4000 0.48 PLASTIC MEMBRANE OR FOGGING. PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN, HAIL SLAB ON GRADE 1 1/2" TOP & BOTTOM 4000 0.48 OR OTHER INJURIOUS EFFECTS. RETAINING WALLS 1" TOP & 4000 0.48 16. UNLESS SPECIFIED, CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS & ELEVATOR PITS 2" EXTERIOR, 3/4" INTERIOR Project 28-DAY COMPRESSIVE STRENGTH (F'c), BEFORE FORMS MAY BE REMOVED. BUILDING PAPER PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MINIMUM OF 5 SACKS OF THE FAC' N RY . CEMENT PER CUBIC YARD. WALLS, COLUMNS, & BEAM SIDES 40� 7. FLYASH MAY BE USED TO REPLACE A PORTION OF THE PORTLAND CEMENT. THE RATIO OF 17. AN INDEPENDENT CERTIFIED TESTING LABORATORY SHALL VERIFY AND PROVIDE REPORTS CERTIFYING GROUT FILL. NOTE: �h PARKING GARAGE FLYASH TO THE TOTAL OF THE FLYASH AND CEMENT IN A MIX SHALL NOT EXCEED 20%. FLYASH THE FOLLOWING: FILL ALL BOND SHALL CONFORM TO ASTM C618, TYPE C OR F. A. CONCRETE PLANT BATCH TICKETS FOR EACH TRUCK VERIFY THAT THE CONCRETE MATCHES THE BEAMS WITH 2500 8. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOBSITE. IT SHALL BE THE RESPONSI- APPROVED DESIGN MIX. PSI GROUT. BILITY OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO ENSURE A PUMPABLE B. CONCRETE SLUMP I5 IN ACCORDANCE WITH APPROVED DESIGN MIX. �\ r COLLEGE STATION, TEXASAND WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOBSITE. THE USE OF PLASTICIZERS, RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO C. CONCRETE PLACEMENT OPERATIONS. ARE IN ACCORDANCE WITH ACI SPECIFICATIONS. RAKE JOINTS #2 U-BARS THE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE RECOMMENDATIONS OF THE MANU- AND CAULK. © 12" o.c. C HILL AND FRANK, INC. FACTURER FOR THE PROPER USE OF ADDITIVES. THE USE OF CALCIUM CHLORIDE OR OTHER D. CONTROL JOINTS ARE INSTALLED WITHIN THE ACI TIME ALLOWANCE. CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. E. PROPER CURING METHODS ARE BEING UTILIZED. \ PREFORMED GASKET "U" BLOCK 9. CONCRETE SLUMP TESTS SHALL BE MADE BEFORE AND AFTER THE ADDITION OF ADMIXTURES AND U" BLOCK MAY BE TAKEN AT THE BACK OF THE TRUCK. CONCRETE FOR THE PREPARATION OF TEST CYLINDERS 18. NO CONCRETE SHALL BE PLACED OUTSIDE OF THESE SPECIFICATIONS WITHOUT THE OWNERS \ SHALL BE TAKEN FROM THE HOSE END FOR CONCRETE PLACED BY PUMP. PRIOR APPROVAL. ANY ITEMS NOT COMPLIANCE WITH THE OUTLINED SPECIFICATION SHA STRUCTURAL REPORTED TO THE OWNER AND STRUCTURAL ENGINEER WITHIN 24 HOURS. \/ 0 19. CONSTRUCTION VEHICLE LOADS SHALL NOT BE PERMITTED ON ELEVATED SLABS AT ANY TIME. � SASH UNITS. 8" (2) #5 CONT. 8" (2') #5 CONT. � 20. ALL RETAINING WALLS TO BE SHORED UNTIL UPPER SLAB IS IN PLACE AND HAS REACHED 70% OF ITS DESIGN STRENGTH OR THE RETAINING WALL HAS REACHED 100% OF ITS DESIGN STRENGTH. SINGLE BOND BEAM FOR DOUBLE BOND BEAM FOR OPENINGS LESS THAN 5'-0" WIDE OPENINGS 5'-0" TO 8'-0" WIDE CONSULTING TYPICAL CMU LINTEL DETAIL - PROVIDE BLOCK LINTELS FOR ALL OPENINGS IN EXTERIOR BLOCK ENGINEERS RAKE JOINTS WALLS, INTERIOR BLOCK PARTITIONS AND BLOCK BACK-UP WALLS FOR WHICH STEEL LINTELS FOUNDATION NOTES: AND CAULK. CORPORATE OFFICE RAKE JOINTS. ARE NOT SCHEDULED. PROVIDE 8' MINIMUM BEARING AT EACH END. RE: ARCHITECTURAL 1. FOOTINGS SHALL BEAR ON SOIL SUITABLE FOR SUPPORTING 4000 P.S.F. FOR DEAD LOAD AND CAULK. DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. 12511 Emily Court AND 6000 P.S.F. FOR TOTAL LOAD. IF QUESTIONABLE SOIL IS ENCOUNTERED, THE \\\ Sugar Land, Texas 77478 STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. RE: REPORT #060641 BY SPENCER 713.779.7252 1.800,422.7252 J. BUCHANAN ASSOCIATES, INC. ALL RECOMMENDATIONS THEREIN THAT RELATE TO THE WORK SHOWN ON THESE DRAWINGS FAX: 713.77 MUST BE FOLLOWED. e-mail: sca@scahoustouston.com 2. EXCAVATION FOR FOOTINGS SHALL BE NEAT. CMU CONTROL JOINT OPTIONS TYPICAL CMU LINTEL DETAILS Louisville, Kentucky 502.426,6789 Orlando, Florida 4-07.893.6200 3. FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION. ISSUE DATES 6•'� OF 4. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER THE "REINFORCING z cn Review Issue ����cE...•• T�:9•.,) I SCHEDULE" AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD u > z ° xxxxx SPLICE L GE 9D DEGREE BEND ON CORNER BARS. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND o o Bid Issue i *.t..................::`.4 xxxxx % BRAD L CRANE END LAPS. p o 5'-O" MIN. ALL 5'-0 MIN. /�• 44891 ~ O U' ¢ AROUND BUILDING Permit Issue """4489; ' 11-29--06 1 �'. 5. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS. o w z o PERIMETER IN ALL AROUND �f�•�'•�/+✓EN5 I- z Construction 0 F �n �' Q o a > ACCORDANCE WITH BUILDING LINE. BUILDING Issue 6. THERE SHALL BE NO PLUMBING LINES RUNNING PARALLEL T0, WITHIN OR UNDER ANY z < n- o = Fy GEOTECHNICAL REPORT PERIMETER. xxxxx FOUNDATION BEAM. V) o I-- w t- � RECOMMENDATIONS. COMPACTED SELECT FILL IN BRAD L ANE o = ¢ -J ¢ o FINISH SURFACE Q w : z SLAB CONSTRUCTION FINISH FLOOR ACCORDANCE W/GEOTECHNICAL cc J (0 (n C)Q SEE PLAN. RE: ARCH. REPORT RECOMMENDATIONS. OF LANDSCAPING. Revisions 1 * 12* 1 MIN. ('_ -� 1 MIN. -------__.-----� NATURAL GRADE. ----------...,.----------------.-------- MIN. 1 /2% MIN. 1 /2% GENERAL SPECIFICATIONS NOTE TO OWNER: NOTE TO CONTRACTOR: SELECT FILL IN ACCORDANCE DRAINAGE OF THE SITE MUST BE PROVIDE PUMPS ON SITE W/ GEOTECHNICAL REPORT MAINTAINED THROUGHOUT THE LIFE OF AND REMOVE ANY WATER RECOMMENDATIONS. THE STRUCTURE. THE SOIL AT THIS SITE FROM THE SITE 100% OF LINE OF EXCAVATION. (SEE GEOTECHNICAL REPORT) MAY BE THE TIME. STANDING WATER THE SUBGRADE SHALL BE PREPARED IN HIGHLY SENSITIVE TO CHANGE IN THE IN THE EXCAVATION AT ACCORDANCE W/ GEOTECHNICAL REPORT INITIAL ROUGH GRADING SHALL BE SOIL MOISTURE CONTENT AND WILL ANYTIME, DAY OR NIGHT, IS RECOMMENDATIONS. THE TESTING LABORATORY COMPLETED W/ NATIVE MATERIALS PRIOR DAMAGE THE STRUCTURE IF THE UNACCEPTABLE. SHALL TEST AND APPROVE THE MOISTURE AND TO FORM SETTING. IT SHALL SLOPE MOISTURE CONTENT INCREASES OR DENSITY OF THE SUBGRADE PRIOR TO PLACEMENT 1 "/FOOT FOR THE FIRST 5', AND 6" MIN. Drawn JT Project DECREASES. OF ANY FILL MATERIAL. IN 10' TO INSURE POSITIVE DRAINAGE 26277 AWAY FROM THE SLAB. Check Sheet NOT TO SCALE _ _ GS7.1 SITE PREPARATION SCHEMATIC FOR BUILDING FOUNDATION Date 02 07 07 NING NAME 26277GS71.dwg -07.1:46PM Ahornei... STRUCTURAL STEEL FRAMING NOTES: ROOF NOTES: 1 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. DRAWINGS 1. ROOF TO BE * RIGID BOARD INSULATION OVER GALVANIZED ROOF DECK. (SEE NOTE #2 TO HAVE CONTRACTORS STAMP AFFIXED PRIOR TO REVIEW. FOR DECK SPECIFICATION.) *RE: ARCH. FOR THICKNESS 2. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING, SOCIETY CODE 2. ROOF DECK SPECIFICATION METAL DECK SHALL BE TEMPERED COLD ROLLED STEEL, SHEET SHALL BE FORMED TO A 3. STRUCTURAL SHAPES AND ASTM SPECIFICATIONS: CORRUGATED RIB PATTERN OF VULCRAFT TYPE 1.5B22 OR EQUAL. THE STEEL SHALL A. WIDE FLANGE SHAPES ASTM A992 (5 0 K 1) CONFORM TO ASTM A653, GRADE E ZINC COATING CONFORMING TO ASTM A924, G60 B. ANCHOR BOLTS ASTM A36 36 KS COATING CLASS FOR GALVANIZED MATERIAL. END LAPS AND SIDE LAPS ARE TO BE PER C. CHANNELS ASTM A36 36 KSI THE' MANUFACTURER'S RECOMMENDATIONS. D. PLATES ASTM A36 36 KSI 3. PROVIDE METAL DECK SUPPORT AT ALL BUILDING CORNERS, SKEWED BUILDING LINES WHERE E. BARS ASTM A36 36 KSI SUPPORTING STRUCTURE BEARS PERPENDICULAR AND AROUND ALL FRAMED OPENINGS WITH F. ANGLES ASTM A36 36 KSI1 L 4X4X1/4 UNLESS NOTED OTHERWISE. INSTALL 6" WIDE X 12 GA. SHEET METAL COVER G. SQUARE AND RECTANGULAR TUBES (HSS) ASTM A500, GRADE B (46 KSI) PLATES IN VALLEYS, RIDGES OR WHERE DECK CHANGES DIRECTION. SPOT WELD IN PLACE H. STEEL PIPE ASTM A53, GRADE B (35 KS? AT 12" O.C. MAXIMUM. CONTRACTOR TO COORDINATE WITH STEEL DECK SUPPLIER TO PROVIDE I. ROUND TUBES (HSS) ASTM 500, GRADE 8 (42 KSI ALL NECESSARY DECK SUPPORTS REQUIRED TO ADEQUATELY SUPPORT THE METAL DECK. 4. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE SIZE & LOCATION OF OPENING NOTE: WITH THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL VARIES - COORD. W/ MECH. DECK IS TO BE CUT OUT AT THE OPENING & ANY CURB ANGLES STEEL FOR BUILDINGS", AISC NINTH EDITION. CONTRACTOR ANGLES INSTALLED, IMMEDIATELY PRIOR TO THE PLACING OF THE 5. ALL FIELD CONNECTIONS TO BE BOLTED WITH A325 BOLTS (WELDED WHERE SHOWN). Typ", - THE EQUIPMENT. DESIGN SHEAR CONNECTIONS FOR ONE HALF OF THE TOTAL ALLOWABLE UNIFORM LOAD 3/16 V2@ 12 OF BEAMS UNLESS NOTED OTHERWISE ON DRAWINGS, RE: AISC PART 4. ALL CONNECTIONS MUST BE DESIGNED BY A REGISTERED ENGINEER AND, IF REQUESTED, CALCULATIONS MUST BE - - L 4X4X 1 /4 AVAILABLE FOR REVIEW. BOLTS TO BE LE JEUNE TYPE OR EQUAL. U 6. BRACING CONNECTIONS SHALL DEVELOP FULL FORCES SHOWN ON DRAWINGS AT EACH 7 END OF MEMBER. TYP L 2X2X1/4 CORD CHORD '>-7-,3/16 To BOTFOM CHORD PANEL POINT AT LOCATIONS WHERE 7. EXPANSION JOINT CONNECTIONS, WHERE USED, SHALL PROVIDE FREE MOVEMENT. BOLTS MECH. LOADS DO NOT ALIGN SHALL HAVE NUTS FINGER TIGHTENED AND THREADS CRIMPED. W/ JOIST TOP CHORD PANEL JOIST OR BEAM POINT (-TYP.) 8. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF (SEE PLAN) THE STRUCTURAL ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. TYPICAL ROOF OPENING DETAIL 9. MC = MOMENT CONNECTION. 10. ALL NON -SHRINK GROUTS FOR LEVELING OF BASE PLATES SHALL HAVE A MIN. 5,000 4. REFERENCE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS. GROUT SHALL COMPLY WITH CORPS OF ADDITIONAL INFORMATION ON OPENINGS, MECHANICAL AND PLUMBING EQUIPMENT AND ENGINEERS SPECIFICATION CRD-C 621. ROOF SLOPES. 5. INDICATES TOP OF STEEL ELEVATION GIVEN ABOVE FINISHED 11, ALL STRUCTURAL STEEL AND JOISTS SHALL BE FABRICATED IN ACCORDANCE WITH OSHA F TxT-yy FIRST FLOOR. SAFETY STANDARDS FOR STEEL ERECTION. STRUCTURAL DOCUMENTS INDICATE TYPICAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL 6. WELD DECK TO STEEL SUPPORTS USING MANUFACTURER'S RECOMMENDED PATTERN OSHA REQUIREMENTS ARE MET. AND SPACING OR FMRC CLASS 1-90 SPECIFICATIONS. (1-90 CONTROLS) 12. ALL STRUCTURAL STEEL DESIGNED USING AISC-ASD SPECIFICATION SHALL NOT INCLUDE THE 1/3 STRESS INCREASE ALLOWANCE FOR WIND AND SEISMIC LOADING. COMPOSITE FLOOR NOTES: 1.) FLOOR TO BE 3" THICK NORMAL WEIGHT CONCRETE 150 (PCF) REINFORCED WITH #3 0 15- COLUMN O.C. EACH WAY OVER 3" COMPOSITE FLOOR DECK (6- TOTAL THICKNESS). CONCRETE STRENGTH SEE PLAN BARRIER CABLES. SHALL BE 5000 PSI AT 28 DAYS. 2.) COMPOSITE FLOOR DECK SPECIFICATIONS: METAL DECK SHALL BE TEMPERED COLD ROLLED STEEL. SHEET SHALL BE FORMED TO A . ....... . ....... CORRUGATED RIB PATTERN OF VULCRAFT TYPE 3VL120, OR EQUAL. Project THE STEEL SHALL CONFORM TO ASTM A 446; GRADE E ZINC COATING CONFORMING TO ASTM 525; C60 COATING CLASS FOR GALVANIZED MATERIAL. ENDS AND SIDE LAPS ARE TO BE PER . ......RY THE MANUFACTURER'S RECOMMENDATIONS. �i THE �AP'"�`0 ------ UJ 3.) FRAME OPENINGS WITH 1/2" BENT PLATE UNLESS NOTED OTHERWISE. ........ .. .......... © PARKING GARAGE 4.) SHEAR CONNECTORS SHALL BE 3/4"0 X 3 7/8- AND SHALL BE WELDED ACCORDING TO - MANUFACTURERS RECOMMENDATIONS. MATERIAL TO BE PER ASTM A-108. ------------ 5.) WELD METAL DECKING TO STEEL SUPPORT WITH 5/8" DIAMETER PLUGS OR EQUAL AT 12" COLLEGE STATION, TEXAS FINISH MAXIMUM SPACING AND AT SUPPORTS AND 36" O.C. AT SIDE LAPS. BUTTON PUNCHING MAY BE FLOOR. USED IN LIEU OF WELDING AT SIDE LAPS. HILL AND FRANK, INC. 6.) STEEL LOCATIONS (EXCEPT PRIMARY SUPPORT BEAMS) ARE SHOWN FOR DESIGN PURPOSES. ACTUAL LOCATIONS MAY NEED TO BE ALTERED SLIGHTLY TO ACCOMMODATE M.E.P. REQUIREMENTS. CONTRACTOR TO COORDINATE STEEL PLACEMENT PRIOR TO SUBMITTING SHOP DRAWINGS. 7.) SHEAR CONNECTIONS SHALL BE DESIGNED AS FOLLOWS: BEAMS WITH UNIFORM LOADS - DESIGN FOR THE TOTAL ALLOWABLE UNIFORM LOAD OF THE BEAM. BEAMS WITH CONCENTRATED LOADS - DESIGN FOR TWO-THIRDS OF THE TOTAL ALLOWABLE UNIFORM LOAD OF THE BEAM. BEAM BEAM SEE PLAN. SEE PLAN. CONSULTING STAIR & HANDRAIL NOTES: ENGINEERS ALL STAIRS AND HANDRAILS SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER CABLE SUPPORT a CENTER OF GARAGE CORPORATE OFFICE BASED ON THE FOLLOWING DESIGN CRITERIA: q, 12511 Emily Court 1 STAIR STRINGERS, TREADS AND RISERS -SHALL BE DESIGNED TO SUPPORT 100 PSF. BARRIER CABLE NOTES: Sugar Land, Texas 77478 LIVE LOAD. 713.779.7252 1.800.422,7252 2. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED TO SUPPORT A 300 POUND 1. BARRIER CABLE SHALL BE 1/2" DIAMETER, 7 STRAND, GALVANIZED PRESTRESSING STRAND FAX: 713.779.4173 CONCENTRATED LOAD PLACED IN A POSITION THAT WOULD CAUSE MAXIMUM STRESS. WITH A MINIMUM BREAKING STRENGTH OF 38,200 LBS. ZINC COATING WEIGHT SHALL BE e-mail: sca@scahouston.com CLASS "A" AS DESIGNATED IN ASTM A475. 3. THE TOP RAIL OF HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PLF 2. WEDGE TYPE ANCHORAGES, SURFACE MOUNTED AND EMBEDDED, FOR THE BARRIER CABLE Louisville, Kentucky 502.426.6789 APPLIED HORIZONTALLY AT RIGHT ANGLES, OR A 200 POUND CONCENTRATED LOAD SYSTEM ARE TO BE INDUSTRY STANDARD AND SHALL BE DESIGNED TO DEVELOP THE FULL Orlando, Florida 407.893,6200 APPLIED IN ANY DIRECTION. 'INTERMEDIATE RAILS, PANEL FILLERS AND THEIR BREAKING STRENGTH OF THE BARRIER CABLE MATERIAL. CONNECTIONS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PSF APPLIED 3. INITIALLY TENSION EACH CABLE TO 2 KIPS OF FORCE AND BACK-SEAT TO 28 KIPS. ISSUE DATES HORIZONTALLY AT RIGHT ANGLES OVER THE ENTIRE TRIBUTARY AREA, INCLUDING NOTE: BACK SEATING OF ALL WEDGE TYPE ANCHORAGES IS REQUIRED. OF 4. ALL BUILDING COLUMNS & W6X15 STUB COLUMNS AT THE END OF BARRIER CABLE RUNS Review Issue OPENINGS AND SPACES BETWEEN RAILS. .11 4 SHALL BE BRACED AS SHOWN. COLUMNS AT CORNERS SHALL BE BRACED IN BOTH XXXXX A01 I DIRECTIONS. Bid Issue .................. ... XXXXX j BRAD L CRANE A........................ . L4X3X3/8 (LLV) Permit Issue 0, 11-29-06 #, . 44891 WELD TO BEAM AND BARRIER CABLES. 444 ...** / COLUMN WEB OR FLANGE. nstruction CIssueO XXXXX W6X15 STUB COLUMN BRAD L C ANE ------------ C) Revisions - I 11 QW F .. ........ ..... ....... . ..... ...... ...... . ....... 2 -- ---------- - --- .. ..... ..... ------------ ... ...... . ...... ..... C_1 ..... ..... C14- --- ------ ------ ------ --------- ----- ..... ............. . ......... . FINISH .. . . .......... -----­-------- GENERAL-- ...... ..... . FLOOR. ........ ...... . .......... .. .. ....... .......... . ....... .. .... ....... ........... ......... .... SPECIFICATIONS 3/8" STIFFENER PLATE 3/8" STIFFENER PLATE (N.S. & F.S.) (N.S. & F.S.) BEAM Drawn JT Project 26277 w OA SEE PLAN. Check She--�� CABLE SUPPORTa END OF RUN Date 02-07-07 ;;G S 7®] DRAWING NAME 26277GS72.dwg 2=7-07 1:45PM thornei i } THE FACTORY APARTMENTS'- 1070 Drawing Contents Scale M-1;1 Mecharii.'cal Site Plan 1"=50' M-1.2 Mechanical: Specifications &Details NTS M-2 Mechanical Plans.- Unit Al, A2 1/.4" M-3 Mechanical Plans - Unit. A3, Bl, B2 1/4" M-4. Mechanical Plans -Unit B3, C 1/4" M-5 Mechanical. Plans - Office, Atrium 1/4" M-6 Mechanical. Plans - Building 1st Floor 3/32". M-7 Mechanical Plans - Building lst Floor 3/32" M=8 Mechanical Plans - Building.2nd, 3rd, 4th Floors 3/32" M-9 Mechanical Plans - Building 2nd, 3rd, 4th Floors 3/32" M-10 Mechanical Plans - Building. Roof 3/82" E�1.Z Electrical Site Plan 1"=50' E-1.2 Electrical Specifications & Details NTS E-2 Electrical Plans - Unit Al, A2 1/4!' E-3 -Electrical Plans - Unit A3, B1, .B2 1/4" E-4. Electrical Plans - Unit B3, C 1/4" E-5 Electrical Plans - Office, Atrium 1/4" E-6 Electrical Plans. Building'l.st Floor 3/3211' E-7 Electrical Plans -Building 1st Floor 3/32" E-8 Electrical Plans - Building 2nd, '3rd, 4th Floors 3/32" E-9 Electrical -Plans --Building 2nd, 3rd, 4th Foors. 3/32" E-10 Electrical Plans. -'Building Roof 3/32" E-li Electrical Plans -Load Calculations & One Line Diagrams NTS' E-12 Electrical Plans - Load Calculations & One Line Diagrams NTS GE-1 Electrical Plans - Garage Level•1, 2 1/8" GE-2 Electrical Plans - Garage Level 3, 4 ./8" GE-3 Electrical Plans - Garage Level 5,6, 1/8" GE-4 Electrical Plans - Garage Level 6,7 1/8" GE-5 Electrical Calcs - Garage NTS P-1.1 Plumbing Site Plan 1"=50' P-1.2. Plumbing.Specifications & Details NTS P-2 Plumbing Plans - Unit Al, A2 1/4" P-3 Plumbing Plans.- Unit A3, Bl, B2 1/4:" P-4 Plumbing.Plans - Unit.B3, C 1/411' P-5, Plumbing Plans - Office, Atrium 1/4" P-6.1 Plumbing Plans - Building 1st Floor - Sanitary Sewer 3/32" P-6.2 Plumbing Plans - Building 1st Floor - Domestic Water 3/32" P-7.1 Plumbing Plans:- Building 1st Floor - Sanitary Sewer 3./32" j P-7.2 Plumbing Plans - Building 1st Floor - Domestic Water 3/32" P-8 Plumbing Plans -Building 2nd, 3rd, 4th Floors - Sanitary Sewer 3/32" I P-9 Plumbing Plans - Building 2nd, 3rd, 4th Floors - Sanitary Sewer 3/82" P-ZO Plumbing Plans -Building Roof 3/32" P-11- Plumbing Plans - Riser diagrams NTS P-12 Plumbing Plans - Riser diagrams. NTS P-13 Plumbing Plans - Riser diagrams. NTS. GP-1 Plumbing Plans -Garage Level 1, 2 1/8" GP=2 Plumbing Plans - Garage Level 3, 4 GP-3 Plumbing Plans - Garage Level 5;6 1/8" GP74 Plumbing Plans - Garage Level 6,7 1/8" GP=5 Plumbing Plans - Garage Risers NTS Updated 10/11/06 a rn • D i. 0 _ } ib .F ;s • r ri CD W Y, r MINIMUM M 30" III r24" LOU 12" MINIMUM MIN 36" DEECLEARANCE XMIN MIN 36" DEEPELECT CLEARANCE 30 ACCESS PANEL' WIDTH CLEARANCE A/C INSTALLA110N DETAIL SCALE: N.T.S. (ALL UNITS ROOF TOP MOUNTED INSTALL A/C . UNITS TO PROVIDE WORKING CLEARANCE . PER NEC 110.26, 30" WIDE X 36"_ DEEP UNRESTRICTED CLEARANCE Couege Main - W�RO.W. College Main SITE PLAN 1 " = 40'-0" REV:ARCH. FOR NEW SITE LAYOUT PER (GARAGE SHIFT) COLLEGE STATION, TEXAS 1. ENFORCED CODES: 2003 IBC; 2003 .IltC; 2003 IMC;.2003 IPC; 2003 IFC; 20.03 IFGC; 2002 NEC;'2003•IECC; 2003 NFPA 101 LIFE SAFETY CODE; ALL WITH CITY AMENDMENTS. FOR REFERENCE ONLY REVISIONS 02.06.07 PER CITY COMM 0 ,r BILLY R. PATTERSON- ♦w.aH� r.NN•Y................N...+.fetMS 42890 vrJ. #►1�Sri••-+,...*-• ,PCs" 2-7-0 n n rn. z I CO m r E W OD 04 Co U W w V .� Z �o ��G � c W V Z c 0 T W .Q T ® ' G z W 17)M 0 v m z Xn P ZZ 00 J O W M vJ Z W. Q LU F- Q p Q W W (— I— U J J ° Q LL W DATE 10-11-06 -- IFP ®O CONTROL SEQUENCE - JG - - JIG - GK BP/GK - SHEET NUMBER d. rn a M_1,1 8 1070 THE FACTORY APTS RADAKOR/HILL & FRANK GENERAL CONDITIONS REVISIONS Q 1 HR. RATED WOOD FLOOR CEILING ASSEMBLY NOMINAL 26 GAGE 4" DIAMETER STEEL VENT DUCT ® SPECSEAL SERIES 100 SEALANT INSTALLED TO THE MAX DEPTH POSSIBLE ® VENT CAP WITH BACKDRAFT DAMPER. DEFLECT-0 MDL# DAVHX4, 4" HOOD, PIPE AND COLLAR WITH GRAVITY DAMPER. /� EXTERIOR WALL lI I rMETAL COLLAR * NOTE: THE RATING OF THIS FIRESTOP IS TO MATCH THE RATING OF THE ASSEMBLY IN WHICH IT IS INSTALLED. INTERIOR NON —RATED WALL CEILING MOUNTED EXHAUST FAN �• ';fit' .q.'.•. •.i.•', •,•.4� •j,'.•�j NOTE: THE PRODUCTS USED IN THIS DESIGN SYSTEM HAVE BEEN DESIGNED TO MEET UL F-C-7002. 10 1 HR. RATED WOOD FLOOR CEILING ASSEMBLY Q NOMINAL 28 GAGE 4" DIAMETER STEEL VENT DUCT ® SPECSEAL SERIES 100 SEALANT INSTALLED TO THE MAX DEPTH POSSIBLE ® VENT CAP WITH BACKDRAFT DAMPER. DEFLECT-0 MDL# DAVHX4, 4" HOOD, PIPE AND COLLAR WITH GRAVITY DAMPER. Q FLEX CONNECTOR ® MAINTAIN 1/8-/FT DOWNWARD SLOPE ON DUCT TO EXTERIOR * NOTE: DURING NORMAL OPERATION, EXHAUST GASES SHOULD NOT EXCEED 140' F. IF GASES ARE EXPECTED TO EXCEED 140'F,* SPECSEAL PEN100 SILICONE SEALANT IS RECOMMENDED IN LIEU OF ITEM #3. . /.— EXTERIOR WALL * NOTE: THE RATING OF THIS FIRESTOP IS TO MATCH THE RATING OF THE ASSEMBLY IN WHICH IT IS INSTALLED. 6" INTERIOR NON —RATED WALL AT FIRST FLOOR ONLY l 1 7lWo a Q 1 HR. RATED WOOD FLOOR CEILING ASSEMBLY Q NOMINAL 26 GAGE 4" DIAMETER STEEL VENT DUCT ® SPECSEAL SERIES 100 SEALANT INSTALLED TO THE MAX DEPTH POSSIBLE ® VENT CAP WITH BACKDRAFT DAMPER. DEFLECT-0 MDL# DAVHX4, 4" HOOD, PIPE AND COLLAR WITH GRAVITY DAMPER. Q APPROVED EXHAUST FAN W/CRD ® SHEETROCK ENCLOSURE (REFER TO ARCH DWGS) /i— EXTERIOR WALL r-METAL COLLAR —FURR—DOWN SHEETROCK ENCASED EXHAUST FAN * NOTE: THE RATING OF THIS FIRESTOP IS TO MATCH THE RATING OF THE ASSEMBLY IN WHICH IT IS INSTALLED. INTERIOR NON —RATED WALL FAN COIL UNIT SUSPENDEI IN AIR —TIGHT PLENUM. SEI ARCHITECTURAL DRAWINGS. 3/4" SECONDARY DRAIN OVER TUB WITH ESCUTCHEC 3/4" PRIMARY DRAIN TAILPIECE ON LAW 01 BATH w/ 1/2" INSU NOTE: THE PRODUCTS USED IN THIS DESIGN SYSTEM HAVE BEEN DESIGNED TO MEET UL F—C-7002. CEILING MOUNTED EXHAUST FAN WITH CEILING RADIATION DAMPER. UL F—C-7002 REFERS TO FIRE RATED ASSEMBLY LISTED IN 1999 UL FIRE RESISTANCE DIRECTORY VOLUME 2. ALL MATERIALS IN PLENUM SHALL BE RATED PER MECH CODE AND NEC 300-22,b. SECTION AT FAN COIL I SPECIFIED CEILING RADIATION DAMPER FOR UL APPROX. 521 CLG ASSEMBLY ONLY. VERIFY FLR/CLG 41" WASHER ASSEMBLY UL NUMBER AND PROVIDE DAMPER APPROVED FOR THAT ASSEMBLY. INSTALL ALL DAMPERS IN STRICT ACCORDANCE WITH MFG.'S SPECIFICATIONS. CEILING S.R. BY OTHERS FIBERGLASS DUCTBOARD >UPPLY AIR DUCT OR FLEX SUPPLY AIR REGISTER SUPPLY AIR DUCT ;HEETROCK 'dEILING BY OTHERS ZETURN AIR GRILL :EIUNG OR SIDEWALL 'ROVIDE AIR TIGHT iCCESS PANEL FOR CRDS 'CESS PANEL BY MECHANICAL DNTRACTOR TO PROVIDE FULL .,CESS FOR MAINTENANCE AND =MOVAL CROWN MOULDING FURR DOWN AT SECOND & TOP OF DUCT SHOULD THIRD FLOOR /-BE 10" BELOW CEILING NOTE: THE PRODUCTS USED IN THIS DESIGN SYSTEM HAVE BEEN DESIGNED TO COMPLY WITH UL F—C-7002. IECURE STRAP '1 "X 18 GAGE STRAP HANGER UP THRU 3"0 AT 10' O.0 SPIRAL DUCT MOUNTING STRAP DETAIL NOT TO SCALE A/C REGISTER MOUNTED BELOW CROWN MOULDING A/C DUCT A/C REGISTER DETAIL a 0 v U ^ W 0 ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE GOVERNING LOCAL, STATE AND NATIONAL CODE AS THE MINIMUM REQUIREMENT WHETHER OR NOT SPECIFIED OR SHOWN ON DWGS. DRAWINGS SHALL GOVERN WHERE A LARGER SIZE, QUANTITY OR BETTER QUALITY IS SHOWN THAN IS REQUIRED BY CODE(S). AS USED IN THE FOLLOWING, "CONTRACTOR" SHALL MEAN THE CONTRACTOR INSTALLING WORK UNDER THIS DIVISION OF THE WORK. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW EVERY REQUIRED MISCELLANEOUS DETAILS, SUPPORTS, FITTINGS, ETC., FURNISH AND INSTALL ALL MATERIALS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM WHETHER OR NOT SHOWN ON THE DRAWINGS. COORDINATE INSTALLATION WITH OTHER TRADES TO ASSURE INSTALLATION OF MATERIALS AND EQUIPMENT AS REQUIRED FOR THE PROPER SEQUENCE OF CONSTRUCTION. VERIFY AND INSTALL WITHIN INTENDED SPACE REQUIREMENTS WITH PROVISIONS FOR ACCESS FOR SERVICE AND REMOVAL. CONTRACTOR SHALL INSPECT THE SITE AND BE INFORMED OF THE CONDITIONS AFFECTING THE WORK. NO ADDITIONAL ALLOWANCES WILL BE MADE BECAUSE OF FAILURE TO OBTAIN INFORMATION ON SITE CONDITIONS. COORDINATE THE WORK AS REQUIRED AND DIRECTED BY LOCAL UTILITY COMPANIES STANDARDS. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS MANNER CONSISTENT WITH INDUSTRY STANDARDS. MATERIALS OR EQUIPMENT WHICH DO NOT PRESENT A REASONABLY NEAT OR WORKMANLIKE APPEARANCE MAY BE DIRECTED BY THE ARCHITECT TO BE REMOVED AND REPLACED AT NO ADDITIONAL COST. FURNISH 6 COPIES OR BROCHURES/SHOP DRAWINGS FOR APPROVAL PRIOR TO STARTING WORK. AT PROJECT CLOSEOUT, PROVIDE THREE COPIES OPERATING MANUALS. (1) COPY OF "AS BUILT" RECORD DRAWINGS. AND INSTRUCT OWNER IN THE OPERATION OF ALL EQUIPMENT. ALL MISCELLANEOUS WORK SUCH AS EXCAVATION BACKFILL CONCRETE, PADS, SLEEVES, ETC. REQUIRED TO PERFORM WORK UNDER THIS DIVISION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR OF THIS DIVISION OF WORK. OBTAIN AND PAY FOR ALL REQUIRED LICENSES, PERMITS AND CERTIFICATES REQUIRED FOR WORK UNDER THIS SECTION. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORK MANSHIP FOR A PERIOD OF (1) YEAR BEYOND FINAL ACCEPTANCE IN A FORM ACCEPTABLE TO THE ARCHITECT. GUARANTEE SHALL INCLUDE CORRECTIONS OR REPLACEMENT OF DAMAGE OR REPLACEMENT TO OTHER'S WORK OR MATERIALS CAUSED BY WORK UNDER THIS DIVISION. SPECIFICATIONS A/C CONTRACTOR SHALL FURNISH AND INSTALL ALL AIR CONDITIONING AND HEATING SYSTEMS, TOILET EXHAUST FANS AND VENT TO EXTERIOR, DRYER VENTING, WALL VENTS & CAPS AND ALL MISCELLANEOUS REQUIRED FOR COMPLETE AND OPERABLE SYSTEMS. PROVIDE OVERFLOW PAN, FLOAT SWITCH, AND AUTO CUT OFF FOR ALL VERTICAL UNITS. CONDENSATE DRAIN LINES SHALL BE MINIMUM 3/4" PVC, WITH TRAP, AND ROUTED TO DRAIN AS SHOWN ON DRAWINGS. ALL UNITS SHALL HAVE AN AUXILIARY DRAIN LINE TO DRAIN OR EXTERIOR, WITH FLOAT SWITCH WHEN NOT LOCATED IN A VISIBLE LOCATION. CONDENSATE DRAIN LINES SHALL HAVE A MINIMUM SLOPE OF 1/8-/FT AND SHALL NOT DRAIN OVER A PUBLIC WAY. PROVIDE 1/2" FIRE RESISTANT INSULATION ON THE 1ST 10' OF THE CDL DUCTWORK SHALL BE OWENS—CORNING FIBERGLASS DUCT TYPE 475—FRK.OR EQUAL UL 181 LISTED CLASS 1 INSTALLED PER MANUFACTURE'S SPECIFICATIONS INCLUDING THE USE OF LISTED CLOSURE METHODS. TAPES AND MASTICS MUST BE RATED UL 181A OR UL 181B. FLEXIBLE DUCTWORK SHALL BE UL LISTED CLASS 1 WITH GRAY POLYETHYLENE JACKET. BENDS SHALL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. DUCT SHALL BE INSTALLED FULLY EXTENDED WITH NOT MORE THAN 5% EXCESS LENGTH AND WITHOUT CONSTRICTION BELOW THE RATED DIAMETER OF THE DUCT. HORIZONTAL SUPPORTS SHALL BE ON A MAXIMUM 5' SPACING WITH MAXIMUM OF 1 /2" SAG PER FOOT OF DUCT. SUPPORTS SHALL BE A MINIMUM OF 1.5" WIDE. CAULK AND SEAL ALL FLEX CONNECTIONS. DUCT SHALL BE MIN R-42 IN UNITS, MIN R-8 INSULATION IN ATTIC WITH ADDITIONAL R-30 BLANKET OR BLOWN R-30 OVER DUCTS IN ATTIC SPACES. PROVIDE 1-1/2" DUCT WRAP INSULATION, SIMILAR TO ANCO SYSTEM 8000, ON ALL DRYER VENTS INSTALLED IN THE JOIST OVER OUTSIDE PATIO. PROVIDE ADJUSTABLE CUT—OFF DAMPERS ON ALL OUTSIDE AIR DUCTS. EACH HEATING AND COOLING SYSTEM SHALL HAVE A SOLID STATE PROGRAMMABLE THERMOSTAT. THE THERMOSTAT SHALL HAVE THE CAPABILITY TO SET BACK OR SHUT DOWN THE SYSTEM BASED ON DAY OF THE WEEK AND TIME OF DAY, AND PROVIDE A READILY ACCESSIBLE MANUAL OVERRIDE THAT WILL RETURN TO THE PRESET BACK OR SHUTDOWN SCHEDULE WITHOUT REPROGRAMMING. REGISTERS SHALL HAVE ADJUSTABLE BLADES FOR AIR FLOW BALANCE AND SHALL BE STEEL WITH WHITE FINISH SIZED AS SHOWN ON DRAWINGS WITH NOTED AIR PATTERNS. IF REQUIRED, FURNISH UL RATED FUSIBLE LINK DAMPERS AT 1 HR PENETRATIONS. REFRIGERANT PIPING MAY BE TYPE "ACR" SOFT DRAWN TUBING SIZED AND INSTALLED PER MANUFACTURE'S SPECIFICATIONS. PROVIDE 1/2" VAPOR PROOF INSULATION FOR SUCTION LINES EQUAL TO AP ARMAFLEX RATED PER ASTM E 84-75. 3/4" INSULATION FOR ALL LINES EXPOSED TO OUTDOOR AIR. INSTALL LINES WITH SUPPORTS TO PREVENT SAGGING AND REDUCE NOISE TRANSMISSION INTO BLDG. A/C CONDENSING UNITS SHALL BE INSTALLED ON MINIMUM 4" REINFORCED CONCRETE SLABS WITH A MAINTAINED MINIMUM SPACING BETWEEN UNITS AND STRUCTURES PER MANUFACTURE'S SPECIFICATIONS. UNITS SHALL BE TOP DISCHARGE ONLY AND HAVE A MINIMUM 13 SEER RATING WITH INDOOR AIR HANDLING UNIT AND COIL DRYER VENTS SHALL EXTEND TO THE EXTERIOR OF THE BUILDING. TOTAL LENGTH AND NUMBER OF ELBOWS SHALL NOT EXCEED MANUFACTURE'S SPECIFICATIONS. PROVIDE DRYER BOX #35. RECESSED, 22 GA STEEL. FOR FLEX CONNECTION, WWW.DRYERBOX.COM. EXHAUST DUCT SHALL BE MINIMUM 4" ROUND GALV. STEEL AND FASTENED SUCH THAT NO SCREWS EXTEND INTO DUCT TO IMPEDE AIR FLOW AND COLLECT LINT. INSTALL BACK DRAFT DAMPER AT EXTERIOR CAP. EF DUCTS SHALL BE 3" SMOOTH ROUND RIGID DUCT. ALL PENETRATIONS THROUGH FIRE RATED WALLS AND FLOOR CEILING ASSEMBLIES SHALL BE INSTALLED AND SEALED TO MAINTAIN FIRE RATING WITH U.L LISTED ASSEMBLIES, MATERIALS AND SEALANTS. VERIFY ACTUAL REQUIREMENTS WITH LOCAL BUILDING OFFICIALS. PROVIDE RATED ACCESS PANELS/ DOORS FOR ALL EQUIPMENT/ FIRE DAMPERS FOR EQUIP. THAT REQUIRE SERVICE OR REMOVAL N r- � v � zco 1 mot- j ca ...-. r E W�-04 04 04 0 U Lu C Z c 0•c rR w z c E W o Q td c 0 Z 't M L O ° m Q00O I � w M VJ F_ z W 2 C Q W Q O 0 w OU F U J ° Q LL W F_ fDATEj -1-06 - IFP -11-06 - REV IFP fNTROL SEQUENCE - - 2 ' GK GK z SHEET NUMBER rn C M-1.2 !rE F.Al 0.1 1001 G1 :&,I /G\ ■ l�J\ !►� 0 10 AIR FLOWM225-25O GRILL SIZE8X4 8X6 1OX6 2X6 14X6 16X6 ALL GRILLES VMA KEYED NOTES (TYPICAL ALL UNITS) O EXHAUST FANS SIZED TO PROVIDE 50 CFM INTERMITTENT OF 20 CFM CONTINUOUS PER 2003 IMC TABLE 403.3 IMC-503.3.2. O MAINTAIN 3' CLEARANCE FROM POINT OF DISCHARGE TO ANY OPENING INTO THE BUILDING PER 2003 IMC 502.7.3.6 (3). O3 MAXIMUM DRYER VENTING 25' W/ 2-1/2' REDUCTION FOR 45 DEGREE BEND AND 5' FOR 90 DEGREE BEND PER 2003 IMC-504.6.1. 5" ALT. DRYER VENT CALCS PROVIDED ®UGHTING/VENTILATION CALCS PER 2003 IBC 1203.4 & 1205.2 AND 50% OPEN WALL CALCS FOR KITCHEN ARE PER ARCH DRAWINGS OALL DUCTWORK IS IN FURR DOWN CONDITIONED SPACE. THERE ARE NO PENETRATIONS OF RATED ASSEMBLIES. © NOT USED O ELECTRICAL PANELBOARD (REFERENCE ONLY) ®DRYER VENT MOISTURE EXHAUST DUCTS AND BATH EXHAUST DUCTS MAY NOT EXTEND THRU PLENUMS PER 2003 IMC 504.4 & 601.3. �g MOUNT PROGRAMMABLE THERMOSTAT AT 3'6" AFF TO ENSURE ADA ACCESSIBUTY. 10 VERIFY WITH OWNER IF PWR CO ENERGY REBATE PRO- GRAM IS BEING USED PRIOR TO PURCHASING EQUIP. MECH. LEGEND HORIZONTAL AHU (PANCAKE UNIT) MOUNTED IN FURR DOWN m CEILING MTD AIR GRILLE V AIR DISTRIBUTION SPUTTER O CEILING MTD EXHAUST FAN 70 CFM BROAN MODEL 671 m DRYER VENT UP INTO WALL 0 CEILING RADIATION DAMPER 10 CEIUNG MTD RETURN AIR GRILLE b. RETURN AIR INTAKE -• AIR FLOW © PROGRAMMABLE THERMOSTAT HONEYWELL MODEL T8034C ® RECIRCULATING CHARCOAL EF WALL MTD AIR GRILLE A61 BMS/A6180B REGISTER, ALUMINUM CONSTRUCTION, SEE CHART BELOW CEILING DIFFUSER AND REGISTER SHALL BE STAMPED STEEL MULTI -SHUTTER DAMPER, SURFACE MOUNT, WHITE FINISH OR V.M.L. ADJUSTABLE BLADE ALUMINUM WHERE NOTED. A618 AVAILABLE 1© � AFCI ARC FAULT CIRCUIT INTERUPT HW HOT WATER AFF ABOVE FINISHED FLOOR KS KITCHEN SINK AFG ABOVE FINISHED GRADE LAW LAVATORY AC AIR CONDITIONING MC METER CENTER AHU AIR HANDLING UNIT MW MICROWAVE BT BATHTUB PC PULL CHAIN CA COMBUSTION AIR PEC PHOTO ELECTRIC CELL CD CONDENSATE DRAIN PRV PRESSURE REDUCING CDL CONDENSATE DRAIN LINE VAVLE CO CLEAN OUT R/O RANGE OVEN CRD CEILING RADIATION DAMPER S SINK CU COPPER SE SERVICE ENTRANCE CW COLD WATER SGO SINGLE GANG OUTLET D DRYER SH SHOWER DP DISPOSAL TC TIME CLOCK DW DISHWASHER TEF TOILET EXAUST FAN DV DRYER VENT T&P COMB. TEMP. & EDH ELECTRIC DUCT HEATER PRESSURE RELIEF VAVLE EDF ELECTRIC DRINKING FNTN LINO UNLESS NOTED OTHERWISE EDO ELECTRIC DOOR OPERATOR UR URINAL EF EXHAUST FAN VRV VACUUM RELIEF VAVLE FACP FIRE ALARM CONTROL PANEL VrR VENT TO ROOF FBO FURNISHED BY OTHERS W WASHING MACHINE FCU FAN COIL UNIT WC WATER CLOSET FD FLOOR DRAIN WH WATER HEATER FU FIXTURE UNITS WM WATER METER GFI GROUND FAULT INTERRUPTER Wp WEATHERPROOF GPM GALLONS PER MINUTE HVAC HEATING, VENTILATION, AIR CONDITIONING AC SCHEDULE BRYANT, 13 SEER* OR APPROVED EQUAL ELECTRIC HEAT PUMP UNIT0 UNIT SF TONS MOCP MCA COMODEL NDENSERHSPF FIR MCA MOCP KW Al 472 1.5 4465 20/2 11.3 213ANA018-A 7.70 18 HX-5 26 30/2 5 A2 515 1.5 7042 20/2 11.3 213ANA018-A 7.70 18 HX-5 26' 30/2 5 A3 539 1.5 4874 20/2 11.3 213ANA018-A 7.70 18 HX-5 26 30/2 5 d8l B1 623 1.5 7793 20/2 11.3 213ANA018-A 7.70 18 HX-6 26 30/2 6 B3 666 2.0 13726 25 2 18.2 213ANA024-A 8.20 25 HX-8 29 35 2 8 Cl 932 2.0 12056 25 2 18.2 1 213ANA024-Al 8.20 125 HX-8 29 35 2 8 12.65 C2 1 934 2.0 12058 25/2 18.2 1 213ANA024-Al 8.20 125 HX-8 29 35 2 8 12.65 A PLENUM H R/O I© MW RA 30x10x1 DP 2X6t90 E100 CFM 8" CT --2L- � O I REF - - - I 0E 'ED SPIRi4L '04CT (am) " �_._.......�._ - _..__.. :..............., 16X6 4" DV 350,.CFM .................. AND R-410A SYSTEM REFRIGERANT CHARGE TO OBTAIN 13 SEER SYSTEM'' RATING. UNIT Al 31' MAX. 1/4" = V-0" 4" TO 5" TRANSITION I 5*0 HORIZONTAL 400 RUN OUT 0 DRYER 4"g► 4" VERT RISER/ 5" HORZ ALTERNATE DRYER VENTING (TO BE USED WHEN MECH CODE LIMITS CAN NOT BE MET) SUBJECT TO BLDG OFFICIAL APPROVAL BASIS FOR ALTERNATE DESIGN: (1)ALLOWABLE DUCT PRESSURE LOSS: 14 UN. FT. + (2) ELBOWS - 22 FT EQUIVALENT COEFFICIENT OF FRICTION (f) AT 125 CFM = 1.0" PER 100' PRESSURE LOSS: 22 x 1.0/100 = 0.22"+.07(OUTLET)=.29 (2)ALTERNATE DESIGN SE 5 DUCT, (f) F00.32? PRESSURE FT. LOSS: ALLOWABLE STRAIGHT LENGTH = (0.29"/0.045) x (100) = 100 FT (3) DEDUCTIONS LESS 6' PER ELBOW LESS 3' PER TRANSITIONS LESS 22' PER OUTLET LESS 22' PER 4" VERT. RISER (4) LENGTH LIMITATIONS 4 VERT. 5 HORZ. (2) ELBOWS, 1 TRANSITION MAX LENGTH = 41 FT. W/ (3) ELBOWS MAX = 25 FT. DRYER VENT SCHEDULE IMc UNIT LENGTH #ELBS MAX ALTERNATE DESIGN (4') (VERT/HORIZONTAL) Al 22' 2 41'0"* 4"/5" A2 4' 2 15'0"* 4" DV A3 18' 2 41'0"* 4"/5" 61 24' 2 41'0"* 4"/5" B2 33' 2 41'0"* 4"/5" B3 15' 2 15'0"* 4" DV C 26' 1 2 41'0"* 4"/5" * SMOOTH METAL DUCT, USE FOIL BACK TAPE FAFIq2 4" SHEETROCK ENCLOSE EF IN PLENUMS, (TYP. ALL UNITS) UP TO TRUSS SPACE (TYP) TRANSITION FROM FLEX -DUCT TO EXPOSED SPIRAL DUCT (TYP) 05 UNIT A2 z 1 /4" = V-0" a Q: J m i t 0 v REVISIONS l2/01/06 REV PER ARCH oF :f N• • N..w.w•• BELLY. R:.PATTERSON ':W- �42890 r ar; 1114t / •........•� �r 4- NAL r� N r rn ti..j � I j LL ^ E W w v c v w U C z _w V- oL�� � c w v z c E w o � Q Ljj c 0 z M w 0 CL co J Qr J � w N M Q � W F- z w 2 F- CC QW F- ^^ 1..1� Q 0 0 w 0 w V J J 0 Q LL W 17 - DATE 10-11-06 - IFP 12-11-06 - REV IFP m RADAKOR/HILL & FRANK REVISIONS n UNIT A3_ 1/4" = V-0" REF o 1OX6 DW 100 CFM UNIT B1 1/4" = V-0" R/A PLENUM PLENUM 10/10 DN SECOND••R 1/4" = 1'-0" UNIT B2 - FIRST FLOUR 1/4" = 1'-0" 0/10 UP --9 0/10 —RE-CIRCULATING CHARCOAL EXHAUST FAN UP TO 2ND DOR CLG N. . .,i..... .� r HILLY R PATTERSON 42$90 : acj; }}1aj &AL���,�r z 1 d0' 1 c0 tp �' w 00 u " 00 v U UJ Lli C r z L o� � W V z ° w 0 o v � r) v L_ Z M L v O v c m J Q oC N Q W VJ F_ Z w QW I- CL O Q cc W O w J U ° U. w F_ DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE - JG BB JG/LM JG BB GK GK - a z SHEET NUMBER a M-3 REVISIONS _ y r 0 UNIT C2 1/4" = 1'-0" UNIT B3 1/4" = 1'-0" UNIT Cl 1/4" = 1 '-0" r rn t.j n Z I T CC ^� n E W 04 04 vv 0 04 U C Lu `u U N Z LL-LL- � c o c W Z C ° ui T T W C 0 ZL 0 ir P, m cc Q0 w z W oC N M Q V, ` 1 Z W `:5 1 � I.1.1 � n 1..� Q 0 O W oW U ° <C LL w FDATE - IFP - REV IFP CONTROL SEQUENCE - JG BB IE JG/JA JG BB GK GK - a :l m ! ON I� x RADAKOR/HILL & FRANK T;m C2 A/C SCHEDULE A/C OFFICES, 1.5 TON 13 SEER, SPLIT SYSTEM, W/600 CFM AHU WITH DRAINPAN, OUTSIDE AIR DUCT, FILTER RACK, AUXILIARY DRAIN LINE BRYANT MDL 213ANA018-A, TC= 17.1 MBTUH, HSPF= 7.70 W/ FIRST CO. FCU, MDL 19 HX-6, 208V, 6KW 20/14 PLENUM BOX A/C ATRIUM, 4.0 TON 13 SEER, SPLIT SYSTEM, WITH 1600 CFM AHU WITH DRAINPAN, OUTSIDE AIR DUCT, FILTER RACK, AUXILIARY DRAIN LINE BRYANT MDL 213ANA048-A, TC= 46.5 MBTUH, HSPF= 8.30 W/ FIRST CO. FCU, MDL MBX 48-20, 208V, 2OKW 20/16 PLENUM BOX PROVIDE RETURN AIR AND SUPPLY AIR SMOKE DETECTORS FOR AUTO SHUT -DOWN OF ALL UNITS. EACH HEATING AND COOLING SYSTEM SHALL HAVE A SOLID STATE PROGRAMMABLE THERMOSTAT THE THERMOSTAT SHALL HAVE THE CAPABILITY TO SET BACK OR SHUT DOWN THE SYSTEM BASED ON DAY OF THE WEEK AND TIME OF DAY, AND PROVIDE A READILY ACCESSIBLE MANUAL OVERRIDE THAT WILL RETURN TO THE PRESET BACK OR SHUTDOWN SCHEDULE WITHOUT PROGRAMMING. REGISTERS SHALL HAVE ADJUSTABLE BLADES FOR AIR FLOW BALANCE AND SHALL BE STEEL WITH WHITE FINISH SIZED AS SHOWN ON DRAWINGS WITH NOTED AIR PATTERNS. IF REQUIRED, FURNISH UL RATED FUSIBLE LINK DAMPERS AT 1 HR PENETRATIONS. PROVIDE ADJUSTABLE DAMPERS WITH FILTER ON ALL OUTSIDE AIR DUCTS. NOTE: OUTSIDE AIR INLET SHALL MAINTAIN MINIMUM (10) FEET FROM AN APPLIANCE VENT OUTLET, A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM OR THE DISCHARGE OUTLET OF AN EXHAUST FAN, UNLESS THE OUTLET IS (3) FEET ABOVE THE OUTSIDE AIR INLET. PER UMC 906.6.1 PROVIDE ADJUSTABLE TAKE OFF FOR ALL FLEX CONNECTIONS TO MAIN DUCT. MECHANICAL CONTRACTOR MUST PROVIDE TIME DELAY RELAY, THERMAL EXPANSION VALVE AND R-410A SYSTEM REFRIGERANT CHARGE TO OBTAIN 14 SEER SYSTEM RATING. PROVIDE OVERFLOW PAN W/ FLOAT SWITCH CU r-OFF. PROVIDE AUX CONTACT FOR FIRE ALARM SHUTDOWN. OUTSIDE AIR REQUIREMENTS ACIF OFFICES = 301 SQ FT 3 PERSON X 20 CFM = 60 CFM OFFICE - 7 PEOPLE/1000 SQ FT RESTROOM 1 WC X 75 CFM/WC = 75 CFM TOTAL CFM - 135 CFM, 7" AC# ATRIUM - 500 SQ FT NATURAL VENTILATION PER 2003 IBC, SECT 1203.4.1 OPENABLE DOOR AREA = 48 SQ FT % OPENING TO OUTDOORS PER ADJACENT VENTILATED FLOOR AREA: (48 SQ FT/500 SQ FT) = 9.6% NO OUTSIDE AIR DUCT REQUIRED. '*THESE CALCULATIONS ARE FROM TABLE 403.3 OF THE 2003 INTERNATIONAL MECHANICAL CODE. I in [is ORETURN AIR DUCT WITH FULL 90 ELBOW TO UNIT FOR NOISE SUPRESSION. O2 OUTSIDE AIR DUCT, SEE A/C SCHEDULE FOR SIZE AND CFM. Q3 PLATFORM MOUNTED FCU, SEE A/C SCHEDULE FOR SIZE. ® FULLY ADJUSTABLE DAMPER FOR OAD. Q5 CLASS B DOUBLEWALL GAS FLUE, VTR. © COMBUSTION AIR DUCTS, 12" HI-LO. OFFICE AND ATRIUM — FIRST FLOOR 1/4" = 1'-0" :f BCE LY R. ParTF�sai� •N{�M.i u..l... r4..iN N�tMu. =. 42890 ;a N 0 h h rn z d, �' c° co � ^ h .-. E W � %-- � -- U W � 'W Z WLL- c 'R c w z° c W o � Q Ld c 0 0 z t5 M L. O n m C G Z � .. Q i N Q w VJ F Z W T LU F- � Q O F- W OW U J J ° Q U. w T 1- FDATE - IFP - REV IFP CONTROL SEQUENCE - JG BB JG JG BB GK - - W a Z ISHEET NUMBER a M-5 4� V i07 F.-ma;7Xill if:-k%i on 27 p r� c U U 5 n rn N7 c N U U N W N A/C SCHEDULE @1 ST,2ND,3D,&4th FLS. A/C CORRIDOR TYPICAL, 1.5 TON 13 SEER, SPLIT SYSTEM, W/600 CFM AHU WITH DRAINPAN, OUTSIDE AIR DUCT, FILTER RACK, AUXILIARY DRAIN LINE BRYANT MDL 213ANA018-A, TC= 17.1 MBTUH, HSPF= 7.70 W/ FIRST CO. FCU, MDL 19 MBX-6, 208V, 6KW 20/14 PLENUM BOX A/C CORRIOOR(CENTRAL PART BLDG TYP.), 2.5 TON 13 SEER, SPLIT SYSTEM, WITH 1000 CFM AHU W/DRAINPAN, OUTSIDE AIR DUCT, FILTER RACK, AUXILIARY DRAIN LINE BRYANT MDL 213ANA030-A, TC= 29.2 MBTUH, HSPF= 8.20 W/ FIRST CO. FCU, MDL 31 MBX-8, 208V, 8KW 20/16 PLENUM BOX PROVIDE RETURN AIR AND SUPPLY AIR SMOKE DETECTORS FOR AUTO SHUT -DOWN OF ALL UNITS. EACH HEATING AND COOLING SYSTEM SHALL HAVE A SOLID STATE PROGRAMMABLE THERMOSTAT THE THERMOSTAT SHALL HAVE THE CAPABILITY TO SET BACK OR SHUT DOWN THE SYSTEM BASED ON DAY OF THE WEEK AND TIME OF DAY, AND PROVIDE A READILY ACCESSIBLE MANUAL OVERRIDE THAT WILL RETURN TO THE PRESET BACK OR SHUTDOWN SCHEDULE WITHOUT PROGRAMMING. REGISTERS SHALL HAVE ADJUSTABLE BLADES FOR AIR FLOW BALANCE AND SHALL BE STEEL WITH WHITE FINISH SIZED AS SHOWN ON DRAWINGS WITH NOTED AIR PATTERNS. IF REQUIRED, FURNISH UL RATED FUSIBLE LINK DAMPERS AT 1 HR PENETRATIONS. PROVIDE ADJUSTABLE DAMPERS WITH FILTER ON ALL OUTSIDE AIR DUCTS. NOTE: OUTSIDE AIR INLET SHALL MAINTAIN MINIMUM (10) FEET FROM AN APPLIANCE VENT OUTLET, A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM OR THE DISCHARGE OUTLET OF AN EXHAUST FAN, UNLESS THE OUTLET IS (3) FEET ABOVE THE OUTSIDE AIR INLET. PER UMC 906.6.1 PROVIDE ADJUSTABLE TAKE OFF FOR ALL FLEX CONNECTIONS TO MAIN DUCT. MECHANICAL CONTRACTOR MUST PROVIDE TIME DELAY RELAY, THERMAL EXPANSION VALVE AND R-410A SYSTEM REFRIGERANT CHARGE TO OBTAIN 14 SEER SYSTEM RATING. PROVIDE OVERFLOW PAN W/ FLOAT SWITCH CUT-OFF. PROVIDE AUX CONTACT FOR FIRE ALARM SHUTDOWN. OUTSIDE AIR REQUIREMENTS AC# CORRIDOR TYP. ( A/C 1.5 TON) CORRIDORS 0 1 ST FLOOR = 3320 SO FT NATURAL VENTILATION PER 2003 IBC, SECT 1203.4.1 OPENABLE DOOR AREA = 134 SO FT % OPENING TO OUTDOORS PER ADJACENT VENTILATED FLOOR AREA: (134 SO FT/3320 SO FT) = 4.1 % NO OUTSIDE AIR DUCT REQUIRED. CORRIDORS ® 2ND. 3D. & 4TH FLOOR = 700 SO FT CORRIDORS 700 S.F. X .05 = 35 CFM 4" AC# CORRIDOR- CENTRAL PART BLDG TYP. ( A/C 2.5 TON) CORRIDORS ® 1ST FLOOR = 3320 SO FT NATURAL VENTILATION PER 2003 IBC, SECT 1203.4.1 OPENABLE DOOR AREA = 134 SO FT PER VENTILATED FLOOROPENING AREA: (134 SQRS FT/3320 SQ FI') NO OUTSIDE AIR DUCT REQUIRED. CORRIDORS ® 2ND. 3D. & 4TH FLOOR = 1920 SO FT CORRIDORS 1920 S.F. X .05 = 96 CFM 6" *THESE CALCULATIONS ARE FROM TABLE 403.3 OF THE 2003 INTERNATIONAL MECHANICAL CODE. BUILDING - FIRST FLOOR 3/32" = 1'-0" DWG M-7 OF LY. � R _ RATTER SON 28G 0 =ark N r z '' co cc d, E W�- OD 00 U w w z o c w v z c E W 0 o T Li 0 Q z O M ^ �L_ m J Qo J < ty.. w M W z w I'- U) X Qw H 0- Q O F- F- w ow U ° Q U. w F FDAT�E - IFP - REV IFP FKBGP EQUENCE BB BB m- a SHEET NUMBER a n. mM-6 52 t 8 1070 THE -FACTORY APTS REVISIONS SEE DWG M-6 I LD I NG - FIRST FLOOR : 1,_0„ V r rn _ aC r E w 00 -- 00 .. U W w U z ��� � W z E w �- 0 w 00) z O r ° L c G Z � .. J 00 J � nz N Q W M U) Z w F- Q cc Q W F- a- Q O 0 W O w U J ° Q LL w FDfE - IFP - REV IFP FKBGP EQUENCE BB BB m- o. SHEET NUMBER a n M-7 W 0 REVISIONS 1 I BUILDING - SECOND FLOOR 3/32" = V-0" TYP. FOR 3RD AND 4TH FLOORS EXCEPT AS NOTED -- - - - - - - - - - - - -- - - - - - - - - - - - -- � t 9"m I I t 1 /'H1A ^r.. ! 200 CFM EXPOSED SPIRAL DUCT (TYP) I L------------------J 3/32" = 1'-0" SEE DWG M-9 132-UPPER 132-UPPER 1 1 I 1 1 I 1-------------------1 BUILDING - FOURTH FLOOR (PARTIAL) 3/32" = V-0" * -BILLY BILLYR _. PATTER SO N 42890 : a� #AL rR N (r � v ^ Z I j LJ. E w N v 0 v U S UJ w U �L. z 0 9 N w z° ° W o o � v ° z Oc QE K m 00 0 w M � U) z w co Q F- 0- O Q 0 � w o w (_ J V O LL w E— DATE 10-11-06 - IFP 12-11-06 - REV IFP F EQUENCE BB BB - a z SHEET NUMBER a FmM-8 i 1 to REVISIONS c 0 SEE DWG M "m 'WILDING SECOND FLOOR 3/32" = V-0" I 0 I 1 �I �1 i i i i i i BUILDING THIRD FLOOR (PARTIAL' 3/32" = 1'-0" I I I I Ii I 3/32" = 1'-0" E OF HIE�f.Y R. PATTERSON • I.N.. ............+••w......a.H 42890 �O is AL��t�.s v � � z�(o cr." � rz W N N v V C� W W C 4) z L o W Z ° ui 0 o w 0 00) z NMI O < m c G Z .. J 00 J O � N W vJ Z I.I.I 45 I- W CL O 0 W O w U J ° Q .LL W FDAT�E - IFP -:REV IFP FGKBP EQUENCE BB BB m- a SHEET NUMBER a d Fm M-9 S 8 REVISIONS C, ul BUILDING - ROOF 3/32" = 1'-0" ati%i BILLY R .... PATTERSQN 42890 :Qr. ro{Es►-rc/5TE' IV-** �q I. N I i o� E N N v Lu W U c .N z � L O O .0 O W z G W cr. 0 0 c O z Ld t. to O v ir � m 00 O I cc Q W C,4 M � V) L I z W aF- X Q o 0 ac W oW �- U ° �C U- W I- F -06 — IFP —06 — REV IFP CONTROL SEQUENCE JG JG — M JG JG — W GK — — SHEET NUMBER a M-1 0 0 U I. THE FACTORY APARTMENTS 1070 Drawing Contents Scale M-1.1 Mechanical Site Plan 1"=501 W., M-1.2 Mechanical Specifications & Details NTS M-2 Mechanical Plans - Unit Al, A2 1/411 m-3 Mechanical Plans - Unit A3, Bl, 132 1/4" m-4 Mechanical Plans - Unit B3, C 1/4" M-5 Mechanical Plans - Office,.Atrium 1/4" m-6 Mechanical Plans - Building lst Floor 3J3211 M=7 Mechanical Plans - Building lst Floor 3/3211 M-8 Mechanical Plans - Building 2nd, 3rd; 4th Floors 3)3211 M-9 Mechanical Plans —Building 2nd, 3rd, 4th Floors 3/3211 M-10 Mechanical Plans - Building Roof 8/3211 E.-l. 1 Electrical Site Plan E-1:2 Electrical Specifications & Details NTS E=2 Electrical Plans - Unit Al, A2 1/411 E-3 Electrical Plans _.Unit A3, Bl, B2 1/41i E-4 Electrical Plans —Unit B3, C 1/411 E-5 Electrical Plans.- Office; Atrium 1/4" Ew-6 Electrical Plans - Building 1st Floor 3/3211 E-7 Electrical Plans - Building lst Floor 3/3211 E-8 Electrical Plans - Building 2nd, 3rd, 4th Floors 3/8211 E-9 ..Electrical Plans - Building 2nd, 3rd, 4th Foors- 3/3211 E-10 Electrical Plans - Building Roof 3/3211 E-11 Electrical Plans - Load Calculations & One Line Diagrams NTS E-12 Electrical Plans - Load Calculations & One Line Diagrams NTS GE-1 Electrical Plans - Garage Levell, 2 1/811 GE-2 Electrical Plans - Garage 'Level -3, 4 1/8" GE-3. Electrical Plans - Garage Level 5,6 1/811 GE-4 Electrical Plans - GarageLevel6 7 GE-5 Electrical Calcs - Garage NTS P-1.1 Pluridbing Site Plan 1"=501 P-1.2 Plumbing Specifications & Details NTS P-2 Plumbing Plans - Unit Al, A2 1/41' P-3 Plumbing Plans - Unit A3, Bl, B2 1/411 P-A Plumbing Plans - Unit B3, C 1%41t P-5 Plumbing Plans - Office, Atrium 1/411 P-6.1 Plumbing Plans - Building lst Floor —Sanitary Sewer 3/3211 P=6.2 Plumbing Plans - Building 1st Floor - Domestic Water 3/3211 P-7.1 Plumbing Plans-.Building'lst Floor - Sanitary Sewer. 3/32vi P-7.2 Plumbing Plans Building lst Floor - Domestic Water 3/3211 P­8 Plumbing Plans Building 2nd, 3rd, 4th Floors Sanitary Sewer 3/3211 P-9 Plumbing Plans Building 2nd, 3rd, 4th Floors Sanitary Sewer 3/3211 P-10. Plumbing Plans Building Roof 3/3211 �P-ll Plumbing Plans Riser diagrams NTS P -12 Plumbing Plans - Riser diagrams NTS P-13 Plumbing Plans - Riser diagrams NTS -GP-1 Plumbing Plans - Garage Level 1, 2 1/81, GP-2 Plumbing Plans - Garage Level 3, 4 1/8 GP-3 Plumbing Plans - Garage Level 5,6 1/8:: GP-4 *Plumbing Plans - Garage. Level 6,7 1/8" GP-5 Plumbing Plans - Garage Risers NTS Updated 10/11/06. �D LIGHT POLES SHALL COMPLY WITH NEC 4.10-1'5(8) 1. AN ACCESSIBLE' HANDHOLE NOT LESS THAN 2 INCHE! X 4 INCHES. HAVING A RAINTIQHT COVER SHALL PROVIDE ACCESS TO THE SUPPLY RACEWAY OR CABLE TERMINATION . WITHIN THE POLE OR POLE BASE. WHERE RACEWAY RISERS: OR CABLE ARE NOT INSTALLED - WITHIN THE POLE, A THREADED FITTING - OR NIPPLE - SHALL I BE. BRAZED OR: WELDED TO THE POLE. OPPOSITE THE . . HANDHOLL FOR THE SUPPLY *CONNECTION. OTHER. POLE) SHALL BE PERMMM TO BE FIELD WELDED.. BRAZED, - 04 TAPPED. SUCH POLES SHALL BE CAPPED OR 'COVERED.' 2. A TERMINAL FOR GROUNDING THE POLE SHALL BE PROVIDED; IT SHALL BE ACCESSIBLE FROM THE HANDHOLE. 3. METAL RACEWAYS. OR OTHER EQUIPMENT GROUNDING. CONDUCTORS SHALL BE BONDED_.TO THE POLE WITH AN EQUIPMENT GROUNDING CONDUCTOR RECOGNIZED BY SECTION 250-91(9) AND SIZED IN ACCORDANCE WITH SECTION 250!-95. 4.. CONDUCTORS IN VERTICAL METAL ' POLES -USED AS. RACEWAYS SHALL BE SUPPORTED AS PROVIDED IN SECTION 300-19. SITE PLAN 1 11 = 401-011 VERIFY EXACT LOCATION OF BUILDING AD�D SIGNAGE AND MOUNT LIGHT FIXTURE -TO PROVIDE NIGHT LIGHTING FOR EMERGENCY VEHICLES MIN 30" r24" MINIMUM U1043 12" MINIMUM MIN 36" DEEPt CLEARANCE MIN. 36" DEEP ELECT MIN 30 CLEARANCE ACCESS. WIDTH I PANEL CLEARANCE A& INSTALLATION -DETAIL (ALL UNITS ROOF TOP -MOUNTED N SCALE..T.S. INSTALL. A/C. DISCONNECT TO PROVIDE MINIMUM .WORKING CLEARANCE PER NEC 110.26: MIN 30.` WIDE X 36" DEEP t 2 A REVISED FOR NEW SITE LAYOUT PER ARCH., (GARAGE SHIFT). COLLEGE STATION, TEXAS 1. ENFORCED CODES: 2003 IBC; 2003 IRC; 2003 IMC; 2003 IPC; 2003 EFC; 2003 IVGC; 2002 NEC; 2003 1ECC; 2003 N"A 101 LIFE ,SAFETY CODE; ALL WITH CITY AMENDMENTS. REVISIONS. �^1\ 02m.07 PER cn-y- Comm 0 F —A BILLY R PATTERSON; NA1. ,4 2-7-0' C14 z ¢t Fr et to E W041 00 oo 0 0 6 C LU z 0 Z 0E W 0 Zto W 4) 0 d M _j 00 0 cr C6 W Cq Uj F- x < F_ < z 0 F- 0 LIJ 0 LU F_ 0 W r F_ DATE 10-11-06 IFP Ste® I CONTROL SEQUENCE JG - JG - GK BP/GK - SHEET NUMBER d E-1 A !E 8 1070 THE FACTORY APTS RADAKOR/HILL & FRANK 24" MIN REVISIONS n SAMPLE KITCHEN NEC SPACING RULES 2'--t-4' FI ow 2, O �2� o ° 4' 2' Fl MIN 1' go GFl GFl T Go 2 Fl 2' GFl GFl GFl 2 4'- 4� 4' SAMPLE LIVING ROOM NEC SPACING RULES 7 MAX mi. MAX 69 — — _T MAX 60 MAX............................... .............? 6' MAX 12' MAX 1 MAX 12' MAX 6' 14-1/2"W X 18"H X 3-3/4" D 1s L�J TV/TEL INTERFACE BOX TV/TEL BOX MOUNTING TYPICAL CLOSET LIGHT SPACING Q SURFACE MOUNTED INCANDESCENT FIXTURE, TOTALLY ENCLOSED, PER NEC 410-8. MAINTAIN MINIMUM 12" CLEARANCE FROM DEFINED 'STORAGE SPACE", WHICH IS SHELF WIDTH OR 12", WHICHEVER IS GREATER. SAMPLE BEDROOM NEC SPACING RULES _L MAX _ 1 _ UAY F MAX 69 MAX 61 69 � � 21N� MAX NOTE: ALL BEDROOM CIRCUITS SHALL HAVE AFC FAULT CIRCUIT INTERRUPTERS (AFCI) SPECIAL NOTES FOR NMS (ROMEX CABLE) PER NEC THE CABLE SHALL CLOSELY FOLLOW THE SURFACE OF THE BUILDING FINISH OR OF RUNNING BOARDS. BENDS IN TYPES NM, NMC, AND NMS CABLE SHALL BE MADE SO THAT THE CABLE WILL NOT BE DAMAGED. THE RADIUS OF THE CURVE OF THE INNER EDGE OF ANY BEND DURING OR AFTER INSTALLATION SHALL NOT BE LESS THAN FIVE TIMES THE DIAMETER OF THE CABLE. NONMETALUC SHEATHED CABLE SHALL BE SECURED BY STAPLES, CABLE TIES, STRAPS, HANGERS, OR SIMILAR FITTINGS DESIGNED AND INSTALLED SO AS NOT TO DAMAGE THE CABLE AT INTERVALS NOT EXCEEDING 1.4M (4-1.2 FT) AND WITHIN 300MM (121N) OF EVERY CABINET, BOX, OR FITTING. FLAT CABLES SHALL NOT BE STAPLED ON EDGE. IN BOTH EXPOSED AND CONCEALED LOCATIONS, WHERE A CABLE OR RACEWAY TYPE WIRING METHOD IS INSTALLED THROUGH BORED HOLES IN JOISTS, RAFTERS, OR WOOD MEMBERS, HOLES SHALL BE BORED SO THAT THE EDGE OF THE HOLE IS NOT LESS THAN 32MM (1-1/41N) FROM THE NEAREST EDGE OF THE WOOD MEMBER. WHERE THIS DISTANCE CANNOT BE MAINTAINED, THE CABLE OF RACEWAY SHALL BE PROTECTED FROM PENETRATION BY SCREWS OR NAILS BY A STEEL PLATE OR BUSHING AT LEST 1.6MM (1/161N) THICK, AND OF APPROPRIATE LENGTH AND WIDTH INSTALLED TO COVER THE AREA OF THE WIRING. NOTE: MAX 6" OF COUNTERTOP OVERHANG. Q NOTE: 1� IF COUNTER TOP IS SPLIT GFl RECEPTACLES ARE REQUIRED ON BOTH SIDES OF ISLAND COUNTER. 6' GFl RECEPTACLE ISLAND G FI LOCATION CEILING 3'- "L0' MIN — COMBINATION R/O EXHAUST HOOD/ MICROWAVE ';RECESSED OUTLET * VERIFY MANUFACTURERS SPECIFICATIONS R/O OUTLET POSITION FAN COIL UNIT SUSPENDE' IN AIR -TIGHT PLENUM. SE ARCHITECTURAL DRAWINGS. 3/4" SECONDARY DRAIN OVER TUB WITH ESCUTCHEC 3/4" PRIMARY DRAIN TAILPIECE ON LAV 01 BATH w/ 1/2" INSU CW SHUT-OFF VALVE WTR SUB METER, MASTER 3/4' MODEL: MJ06-ICH-AAA-2* E�WH 5/8" MODEL: MJ05-ICH-AAA-2* SHUT-OFF VALVE VERIFY MANUFACTURER'S ROUGH -IN DIMENSIONS PRIOR TO INSTALLATION SUBMETER RISER NO SCALE (TYPICAL ALL UNITS) + PROVIDE TRANSMITTER MODEL 912-100-KAL DISHWASHER HOOK-UP TO APT (CW) LOOP DISHWASHER DISCHARGE PIPE TO BOTTOM OF COUNTERTOP TEE u �ASTE INLET APPROVED FOOD WASTE DISPOSER FINISH FLOOR SEE PLUMB CODE FOR LIMITATIONS ON GRAVITY HORIZONTAL WASTE. ALL MATERIALS IN PLENUM SHALL BE RATED PER MECH CODE AND NEC 300-22,b. S.R. BY OTHERS " FIBERGLASS DUCTBOARD ;UPPLY AIR DUCT OR FLEX SUPPLY AIR REGISTER SUPPLY AIR DUCT 'HEETROCK �PEIUNG BY OTHERS ZETURN AIR GRILL :EIUNG OR SIDEWALL ROVIDE AIR TIGHT ,CCESS PANEL FOR CRDS .CESS PANEL BY MECHANICAL )NTRACTOR TO PROVIDE FULL '.CESS FOR MAINTENANCE AND :MOVAL. SECTION AT FAN COIL SMOKE DETECTOR MIN CLEARANCE 4" MIN Fl -- 4 12" MIN MAX A/C REGISTER HERE —�-J or 3'-0" 3'-0" SMOKE DETECTO MINMIN V-09 MIN WALL MOUNTED g `. S 3'-0" MIN 3 S PER NFPA 101 MAINTAIN MINIMUM 3' CLEARANCE FROM A/C SUPPLY, RETURN AIR A/C REGISTERS, AND DOORS TO BATHROOM OR KITCHEN. A/C DUCT CEILING MOUNTED NEVER GENERAL CONDITIONS ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE GOVERNING LOCAL, STATE AND NATIONAL CODE AS THE MINIMUM REQUIREMENT WHETHER OR NOT SPECIFIED OR SHOWN ON DWGS. DRAWINGS SHALL GOVERN WHERE A LARGER SIZE, QUANTITY OR BETTER QUALITY IS SHOWN THAN IS REQUIRED BY CODE(S). AS USED IN THE FOLLOWING, "CONTRACTOR" SHALL MEAN THE CONTRACTOR INSTALLING WORK UNDER THIS DIVISION OF THE WORK. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW EVERY REQUIRED MISCELLANEOUS DETAILS, SUPPORTS, FITTINGS, ETC., FURNISH AND INSTALL ALL MATERIALS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM WHETHER OR NOT SHOWN ON THE DRAWINGS. COORDINATE INSTALLATION WITH OTHER TRADES TO ASSURE INSTALLATION OF MATERIALS AND EQUIPMENT AS REQUIRED FOR THE PROPER SEQUENCE OF CONSTRUCTION. VERIFY AND INSTALL WITHIN INTENDED SPACE REQUIREMENTS WITH PROVISIONS FOR ACCESS FOR SERVICE AND REMOVAL. CONTRACTOR SHALL INSPECT THE SITE AND BE INFORMED OF THE CONDITIONS AFFECTING THE WORK. NO ADDITIONAL ALLOWANCES WILL BE MADE BECAUSE OF FAILURE TO OBTAIN INFORMATION ON SITE CONDITIONS. COORDINATE THE WORK AS REQUIRED AND DIRECTED BY LOCAL UTILITY COMPANIES STANDARDS. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS MANNER CONSISTENT WITH INDUSTRY STANDARDS. MATERIALS OR EQUIPMENT WHICH DO NOT PRESENT A REASONABLY NEAT OR WORKMANLIKE APPEARANCE MAY BE DIRECTED BY THE ARCHITECT TO BE REMOVED AND REPLACED AT NO ADDITIONAL COST. FURNISH 6 COPIES OR BROCHURES/SHOP DRAWINGS FOR APPROVAL PRIOR TO STARTING WORK. AT PROJECT CLOSEOUT, PROVIDE THREE COPIES OPERATING MANUALS, (1) COPY OF "AS BUILT" RECORD DRAWINGS, AND INSTRUCT OWNER IN THE OPERATION OF ALL EQUIPMENT. ALL MISCELLANEOUS WORK SUCH AS EXCAVATION BACKFILL, CONCRETE, PADS, SLEEVES, ETC. REQUIRED TO PERFORM WORK UNDER THIS DIVISION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR OF THIS DIVISION OF WORK. OBTAIN AND PAY FOR ALL REQUIRED LICENSES, PERMITS AND CERTIFICATES REQUIRED FOR WORK UNDER THIS SECTION. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORK MANSHIP FOR A PERIOD OF (1) YEAR BEYOND FINAL ACCEPTANCE IN A FORM ACCEPTABLE TO THE ARCHITECT. GUARANTEE SHALL INCLUDE CORRECTIONS OR REPLACEMENT OF DAMAGE OR REPLACEMENT TO OTHER'S WORK OR MATERIALS CAUSED BY WORK UNDER THIS DIVISION. SPECIFICATIONS ALL MATERIALS SHALL BE NEW, UL LABELED AND CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC). DESIGN IS BASED UPON PROJECTED EQUIPMENT AND APPLIANCES AND IS SUBJECT TO CHANGE.VERIFY ALL NAMEPLATE INFORMATION PRIOR TO ORDERING EQUIPMENT OR INSTAWNG MATERIALS. NOTIFY ARCHITECT IN CASE OF ANY CONFLICT FOR CLARIFICATION PRIOR TO BEGINNING THE WORK. COORDINATE SPECIAL SYSTEM REQUIREMENTS WITH OWNER AND INSTALL RACE WAYS AND WIRING OR PULL WIRES FOR T.V., TELEPHONE, DOORBELLS, ETC. TO COMPLY WITH OTHER COMPANY'S REQUIREMENTS FOR THIS WORK. GROUND ALL EQUIPMENT, RACEWAYS, PIPING SYSTEMS, DEVICES, MOTORS, ETC. PER NEC ARTICLE 250. ALL GROUNDING/BONDING CONDUCTORS SHALL BE CU. FLEXIBLE METAL CONDUIT (GREENFIELD) SHALL NOT BE USED OUTDOORS. USE UQUIDTIGHT CONDUIT ONLY, (SEALTIGHT), MAX 6, WITH SEPARATE CU GROUND. BRANCH CIRCUITS FOR CONCEALED DRY AREAS MAY BE TYPE NMC CABLE, (ROMEX), ALL NMC AND OTHER CONDUCTORS SHALL BE COPPER WITH 600V RATING, MINIMUM SIZE #12. UNDERGROUND RACE WAYS SHALL BE MINIMUM 3/4" SCHEDULE 40 PVC, WITH CU GROUNDING CONDUCTOR SIZED PER NEC ARTICLE 250-122, WITH MINIMUM 24" COVER. COMPLY WITH UTILITY CO STANDARDS FOR EQUIPMENT TYPE, SIZE & LOCATION SAFETY SWITCHES SHALL BE RATED 250V, GENERAL DUTY, SUITABLE FOR THE ENVIRONMENT INSTALLED IN AND BE SECURELY ATTACHED TO STRUCTURE WITH PROPER WORKING CLEARANCE PER THE NEC. ARTICLE 110, WITH A NAMEPLATE. TYPICAL UNIT PANELS MAY BE LOAD CENTER TYPE PANELS WITH MIN 10KAIC CIRCUIT BREAKERS SIZED PER PANEL SCHEDULES FLUSH MOUNTED. VERIFY THE MOUNTING LOCATION PRIOR TO INSTALLATION. VERIFY PANEL LOCATION SHOWN ON DWGS IS NOT IN A STRUCTURAL WALL. DO NOT INSTALL PANEL BOARDS IN A STRUCTURAL LOAD BEARING WALL PROVIDE TYPED DIRECTORY. DEVICES, SWITCHES AND OUTLETS SHALL BE 15 AMP, RESIDENTIAL GRADE FOR TYPICAL UNITS, EXCEPT THE SMALL APPLIANCE CKTS, LAUNDRY CIRCUITS AND BATHROOM CKTS SHALL BE 20 AMP RATED DEVICES. ALL THE OTHER DEVICES SHALL BE RATED 20 AMP STANDARD GRADE. ALL ELECT DEVICES SHALL HAVE SMOOTH PLASTIC COVERS, COLOR AS SELECTED BY ARCHITECT. PROVIDE W.P. COVERS FOR ALL OUTDOOR OUTLETS. CHECK ALL RECEPTACLES FOR CORRECT POLARITY. CHECK ALL GFl OUTLETS FOR PROPER OPERATION TO DOWNSTREAM OUTLETS ALL BRANCH CIRCUITS THAT SUPPLY 120V OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ALL PENETRATIONS, (BOXES, RACEWAYS, LIGHTS, WIRING,) THROUGH FIRE RATED WALLS AND/OR CEILINGS SHALL BE EFFECTIVELY SEALED WITH UL RATED FIRE SEALANT TO RESTORE THE LISTED FIRE RATING. ALL EQUIPMENT INSTALLED IN OR THROUGH THE FIRE RATED STRUCTURE SHALL BE UL RATED 1 OR 2 HOUR USE AS REQUIRED BY FIRE RATING. ALL CEILING OUTLETS SHALL BE SUITABLE FOR CEILING FAN INSTALLATION. SUPPORT PER NEC REQUIREMENTS. ALL OUTLET AND SWITCH BOXES IN 1 HOUR RATED WALLS OR FLOOR/ CEILING ASSEMBLIES SHALL BE UL RATED 1 HOUR, AWED MOULDED PRODUCTS SERIES 109X, 93XX. PROVIDE SHEETROCK ENCASEMENT OUTLET BOXES WHERE 24" SEPARATION CANNOT BE MET. 14-1/2" X 18" X 3-3/4" DEEP JUNCTION BOX TEL JB AT END 4 BR (4)PR CAT 5E OF BLDG 3"C TO CLUB TV/TEL: PREWIRE ALL UNITS TO END OF BLDG. PROVIDE CONNECTOR AND FACEPLATE AT EACH OUTLET. SEE 1/4' UNITS FOR ACTUAL COUNT TV/TEL SCHEMATIC SPUTTER AT TERMINAL BOX AT END OF BLDG TO CLUB COAXIAL CABLE RG6 (TYP.) STUB CONDUITS UP 2" AFF IN TEL EQUIP RM 4 BR it a a 0N Z000 I j d. ^ cp E w N vv C 04 V W V z o� c � ♦R w v v Z° G w r o Lj Q G o w zLO ° O ��m C G Z � .. J Q J � Q Zcc i w N M � DATE 10-11-06 - IFP 12-11-06 -REV IFP CONTROL SEQUENCE RADAKOR/HILL & FRANK KEYED NOTES ABBREVIATIONS (TYPICAL ALL UNITS) �1 PROVIDE WORKING CLEARANCE PER NEC 110.26. Q SUPPORT FOR CEILING FAN PER NEC 422.18 AND 314.23, 314.27. © FAN COIL UNIT, PROVIDE DISCONNECT SWITCH PER ONE LINE DIAGRAM ® FOR PANEL SCHEDULES AND LOAD ANALYSIS, SEE DRAWING E-11,12. VERIFY ACTUAL WALL LENGTHS IN FIELD AND ADD OUTLETS TO COMPLY WITH NEC 210.52. © PROVIDE ENCLOSED FIXTURE & MAINTAIN CLEARANCE PER NEC 410.8. �7 GFI PROTECTION MAY BE PROVIDED BY GFI BREAKER OR GFI OUTLET PROTECTING DOWNSTREAM OUTLETS. O NOT USED. 90 RECEPTACLE MOUNTED HORIZONTALLY ABOVE COUNTER TOP. SEE ARCH DWGS FOR MOUNTING HEIGHT. ® MAINTAIN MINIMUM 3' CLEARANCE FROM A/C SUPPLY RETURN AIR A/C REGISTERS, AND DOOR TO EIATHR06M OR KITCHEN. INTERLOCK ALL SMOKE DETECTORS. l�1 120V POWER MOUNTED IN FREE SPACE FOR SECURITY INTERFACE FOR TELEPHONE/N JUNCTION BOX. IF FREE SPACE NOT AVAILABLE MOUNT ABOVE SHELF. ® WIRELESS WATER SUB METER WITH TRANSMITTER OR 2 PAIR CAT 5 CABLE TO BLDG J-BOX TYPICAL ALL UNITS FOR WATER METER. (VERIFY LOCATION) ® DUPLEX OUTLET (1/2 ON SWITCH) MTD UNDER SINK FOR DW AND DP POWER. ® MOUNT R/O RECEPTACLE TO CENTER BEHIND R/O TO CLEAR PLUG PER MFG. SPECS. ® COMBINATION MICROWAVE/EF ABOVE RANGE OVEN. ® PROVIDE 30 2 NF D/S OR LOCKABLE BREAKER FOR WATER HEATER DISCONNECT. © ALL BEDROOMS CIRCUITS TO BE PROTECTED BY AFCI PER '02 NEC 210.12 ® INSTALL RECESSED SINGLE GANG OUTLET (CLOCK OUTLET) FOR REFRIGERATOR. ® RECEPTACLE MOUNTED WITHIN 36" OF LAVATORY RIM. ® GENERAL LIGHTING CIRCUIT 2 SERVES 1ST BEDROOM, CLOSET, & BATH. GENERAL LIGHTING CIRCUIT 4 SERVES LIVING ROOM, KITCHEN, LAUNDRY, PATIO, CLOSET, & ENTRY. GENERAL UGH71NG CIRCUIT 6 SERVES 2ND BEDROOM, CLOSET, & BATH. PER NEC 20021 0 n AFCI ARC FAULT CIRCUIT INTERUPT HW HOT WATER AFF ABOVE FINISHED FLOOR KS KITCHEN SINK AFG ABOVE FINISHED GRADE LAW LAVATORY AC AIR CONDITIONING MC METER CENTER AHU AIR HANDLING UNIT MW MICROWAVE BT BATHTUB PC PULL CHAIN CA COMBUSTION AIR PEC PHOTO ELECTRIC CELL CD CONDENSATE DRAIN PRV PRESSURE REDUCING CDL CONDENSATE DRAIN LINE VAVLE CO CLEAN OUT R/0 RANGE OVEN CRD CEILING RADIATION DAMPER S SINK CU COPPER SE SERVICE ENTRANCE CW COLD WATER SGO SINGLE GANG OUTLET D DRYER SH SHOWER DP DISPOSAL TC TIME CLOCK DW DISHWASHER TEF TOILET EXAUST FAN DV DRYER VENT T&P COMB. TEMP. & EDH ELECTRIC DUCT HEATER PRESSURE RELIEF VAVLE EDF ELECTRIC DRINKING FNTN LINO UNLESS NOTED OTHERWISE EDO ELECTRIC DOOR OPERATOR UR URINAL EF EXHAUST FAN VRV VACUUM RELIEF VAVLE FACP FIRE ALARM CONTROL PANEL VTR VENT TO ROOF FBO FURNISHED BY OTHERS W WASHING MACHINE FCU FAN COIL UNIT WC WATER CLOSET FD FLOOR DRAIN WH WATER HEATER FU FIXTURE UNITS WM WATER METER GFI GROUND FAULT INTERRUPTER Wp WEATHERPROOF GPM GALLONS PER MINUTE HVAC HEATING, VENTILATION, AIR CONDITIONING LEGEND ELEVATORS 120V DUPLEX OUTLET 16" A.F.F.* 208/24OV, 1 P, SINGLE GANG OUTLET 120V DUPLEX OUTLET, ABV COUNTERTOP 120V DUPLEX, TOP 1/2 ON WALL SWITCH 15" A.F.F.* r 120V HIDDEN DUPLEX OUTLET UJ JUNCTION BOX (OR EQUIP CONN) TELEPHONE OUTLET 16" A.F.F.* �- TELEVISION OUTLET 16" A.F.F.* SWITCH, 1 P, 120V 3'-6" A.F.F.* SWITCH, 3W, 120V 3'-6" A.F.F.* O SMOKE ALARM, 120V W/ BATTERY BACKUP AND AUXILLARY CONTACT ® SMOKE ALARM W/VISUAL NOTIFICATION, 120V W/ BATTERY BACKUP AND AUX CONTACT (HC) ® WALL MTD. EXHAUST FAN N MOTOR RATED DISCONNECT SWITCH LEI DISCONNECT SWITCH CEILING SURFACE MOUNTED INCANDESCENT LIGHT - PENDANT MOUNTED INCANDESCENT LIGHT MINI HORN/SPEAKER, SYSTEM CONNECTED, QH WALL MTD. AT NO LESS THAN 90" A.F.F OR NO LESS THAN 6" BELOW CEILING WHICHEVER IS LOWER ® STROBE LIGHT, SYSTEM CONNECTED (HC) ® HORN STROBE, SYSTEM CONNECTED, WALL MTD AT NO LESS THAN 80" A.F.F OR NO GREATER THAN 96" A.F.F K� BRACKET MOUNTED INCANDESCENT LIGHT - RECESSED INCAND LIGHT, 1 HR SHEETROCK ENCLOSURE T9' ELECTRIC PANEL BOARD*** Q TELEPHONE/TV MSDE BOX a DOORBELL DOORBELL CHIME BRKT. MTD MULTI -BULB INCANDESCENT LIGHT ® SURFACE MOUNTED 1X4 FLUORESCENT LIGHT SURFACE MOUNTED 2X4 FLUORESCENT LIGHT *** 4'-0" A.F.F. TO TOP BREAKER * DIMENSIONS TO BOTTOM OF OUTLET BOX CAUTION: ALLOW FOR FLOOR COVERING THICKNESS MOUNT RANGE HOOD EXH FAN SW ON COUNTER TOP SIDE WALL FOR HC UNITS 0 SAME HEIGHTS AS RECEPTACLES ALL DEDICATED CKTS TYP ALL UNITS FOR MW, DW. DP, R/0, W, D, AHU, & A/C. UNIT Al 1/4" = V-0" NOTE: IN UNITS DESIGNATED FOR VISION AND HEARING IMPAIRED, SUPPLY SMOKE DETECTORS W/INTEGRAL STROBES IN LIEU OF STANDARD SMOKE DETECTORS. PROVIDE SYSTEM CONNECTED AUXILIARY STROBE LIGHTS IN ALL BATHROOMS. PROVIDE UNIT MINI -HORNS WITH STROBE LIGHTS IN LIEU OF MINI -HORNS. PROVIDE DOORBELLS WITH VISIBLE AND AUDIBLE SIGNAL UNIT A2 1/4" = 1'-0" MAX REVISIONS 1Q12/01/06 REV PER ARCH .......... � 4ys1 N• •.... ...... .. HILLY Ft.•PATTERSON • ••»•• •--....NN.. Ns..y 42890 =tic ���fl4E3:c/STE.S,�'•����'s r r 0N ZI o � i � co r W 00 N N v v Lu w c S z U- 0 c Lc w .o Z c E T W r o ir 0W c 0 z OEL n m S G Z � .. Qap J O I oC CAW M W f Z w C Q W I- ^^ CL Q 2 0 I- W OLu L 1— U J J ° Q U. W 17 F_ DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE - JG BB JA/JG JG BB GK GK - a SHEET NUMBER �a n E-2 m S2 ADAKOR%HILL &RFRANK REVISIONS U N 3 U UNIT A3 1/4" = 1'-0" UNIT 131 1/4" = 1'-0" W 0 � ' OWN TO 1 ST LOOR SWITCH 1ST GHT UNIT B2 -SECOND FLOOR UNIT B2 - FIRST FLOOR 1/4" = V-0" P TO 2ND LOOR UGHT OF 7'ity r BILLY R. PATTERSON It 1 1p - 42890,0 4}f►dX NAL ail. r r rR N r v Z o I ^ r. N 00 v N V W �- W 63 •� Z L O � w Z E W 0 0 0 ow Li y -* v L. Z in v O n m c G z � .. Q00 ' J O � i N W � V ) F- Z cW G QW ^^ H CL 2 I- W oW F- J U ° Q W F- E - IFP - REV IFP CONTROL SEQUENCE - JG BB JG/LM JG BB GK GK mommod - Wa SHEET NUMBER a K 5 E 2-3 f S RADAKOR%HILLT& FRANK REVISIONS N UNIT C2 1/4" = 1'-0" 1/4" = 1'-0" UNIT Cl 1/4" = 1'-0" i r BILLY R.� .....:: �.. ..........PATTERS( 42890 f4;1►• Mr11.����r N h h h � z o� '� _ oC h E w 04 04 u 00 U C W � 'r z 0 0 � 4) 'c ♦ R W Z ° w 0 0 0 Q W C � N Z o ° it r, m J Q J � N Q w VJ F— Z w Q w CL o Q 0 CC w o w J U ° Q U. w I-- DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE - JG BB ME JG/JA JG BB GK GK - a z SHEET NUMBER a E-4 m 1070 THE FACTORY APTS RADAKOR/HILL & FRANK w u REVISIONS in 4 T O V W «, U W O OFFICE AND ATRIUM - FIRST FLOOR 1/4" = 1'-0" OF CO rBILLY R. PATTERSON ►=.. 42890 : ark" rR 7 N r, � Z I I � � r w N QO v U W W U C N Z � •C O � R W z C ° w oW om 0 z (n to ^m ° a 00 J O N W DATE 10-11-06 — IFP 12-11-06 — REV IFP ME W a z a SHEET NUMBER m E-5 S 1070 THE FACTORY APTS RADAKOR/HILL & FRANK REVISIONS 0 0 r 0 FA SYSTEM OPERATION SPRINKLER FLOW SWITCH ACTIVATES SYSTEM DETECTION AND CAUSES INITIATION CIRCUIT TO SOUND ALL HORNS, STROBES AND MINI HORNS IN AFFECTED BUILDING ONLY AND SENDS ALARM SIGNAL TO MAIN FACP WHICH ANNUNCIATES AN AUDIBLE AND VISUAL SIGNAL AND ACTIVATES A DUAL LINE AUTODIALER TO AN APPROVED AGENCY. EACH BUILDING WILL HAVE AN ADDRESSABLE MODULE WITH SEPARATE DISTINCT ALARM SIGNALS. MANUAL PULL STATIONS WILL FUNCTION SAME AS FLOW SWITCH AND INITIATE AUTODIALER WITH TROUBLE ANNUNCIATION BY ZONE NUMBER, TAMPER SIGNAL SHALL BE DISTINCTLY DIFFERENT THAN FLOW SWITCH SIGNAL. TAMPER SWITCH WILL GIVE SUPERVISORY ANNUNCIATION ONLY WITHOUT SOUNDING HORNS. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND APPLICABLE SECTIONS OF NFPA 70, 72E, AND ARTICLE 760. EQUIPMENT SHALL BE POWER LIMITED AND ALL COMPONENTS LISTED FOR SYSTEM OPERATION. ALL WIRING TO BE CLASS B SUPERVISED WITH TROUBLE INDICATING AND ANNUNCIATION CIRCUIT. STROBE LIGHTS MUST BE SYNCHRONIZED TO ALL ADJACENT STROBES. FACP MUST BE MOUNTED IN ENCLOSURE TO MEET MANUFACTURER'S SPECIFICATIONS FOR MAXIMUM TEMPERATURE AND HUMIDITY. MAIN ANNUNCIATOR PANEL TO BE LOCATED IN CLUBHOUSE. FIRE ALARM CONTROL PANEL MUST HAVE A GREEN EQUIPMENT GROUND WIRE PULLED WITH POWER. H-12 75OW WALL FORCED FAN HTR W/INTEGRAL T—STAT SET AT 40- 000NT 12" AFF TYP SPRINKLER CLOSET KEYED NOTES O EMERGENCY BATTERY PACK EGRESS ILLUMINATION IS REQUIRED PER IBC 1003.2.11 OMANUAL FIRE ALARM PULL STATIONS ARE NOT REQUIRED PER IBC 907.3 SEE THIS DWG FOR FIRE ALARM LEGEND & RISER. OSEE ARCHITECTURAL DRAWINGS FOR SPRINKLER CLOSET LOCATIONS. FURNISH AND INSTALL 250OW FORCED FAN HEATER, CADET MODEL CC151TW, 120V. WITH FIXED T—STAT SET AT 40' F OWP GFI OUTLETS PROVIDED FOR A/C * MAINTENANCE FOR COMPLIANCE WITH NEC SECT 210-63 (WITHIN 25' OF UNITS.) OMETER CENTER(S)AND PANEL "H", SEE DRAWING E-1 FOR BUILDING ENTRANCE AND SITE ORIENTATON. SEE DWG E-11 FOR BLDG. LOAD ANALYSIS & ONE —LINE DIAGRAM. OLIGHT FIXTURE MOUNTED ABOVE LANDING AT 3RD FLOOR AND ON BOTTOM OF THE LANDING FOR THE 1ST FLOOR OALL THE BREEZEWAY LIGHTING IS ROUTED TO PANEL "H" VIA PHOTO ELECTRIC CELL. EXCEPT FOR CKT 7 WHICH IS A 24 HR CIRCUIT. U8 ALL EMERGENCY LIGHTS ARE CONNECTED TO 24 HR. CKT 7. FIXTURE SCHEDULE EMERGENCY EXIT LIGHT, TWIN BEAM, 1.5 HOUR RESERVE, SELF ILLUMINATED WITH UNIVERSAL MOUNTING KIT, EMERGI—LITE #X-20 SERIES EMERGENCY EGRESS LIGHT, TWIN BEAM, 1.5 HOUR RESERVE, SEALED LEAD CALCIUM BATTERY WITH TEST AND CHARGE LIGHT, BROWN OUT PROTECTION, LITHONIA QUANTUM ELM-2 ALL EMERGENCY EGRESS LIGHTS AND EXIT LIGHTS MUST BE RATED FOR USE OUTDOORS TO THE LOWEST DESIGN TEMPERATURE OF THE INSTALLED LOCATION. 84" TO BOTTOM OF FIXTURE. MOUNT EMERGENCY LIGHT ON OPPOSITE WALL FROM ALARM HORN. -t- SURFACE LIGHT, 2—PL9 FL LAMPS, DAMP LOCATION. LOW TEMPERATURE BALLAST RECESSED LIGHT, 2—PL9 FL LAMPS, DAMP LOCATION, LOW TEMPERATURE BALLAST 4)_ COACH LIGHT,j 2—PL9 FL LAMPS, DAMP LOCATION, LOW TEMPERATURE BALLAST MOUNT 7'-6 AFG } NOTE: FA SYSTEM SHALL BE DESIGNED TO ALLOW CHANGING THE UNIT MINI —HORNS TO HORN STROBES AND ADDING STROBE LIGHTS IN THE BATHROOM(S) PER IBC SECT. 907.9.1.3 FOR HC OCCUPANT. BUILDINGFLOOR AREA OF VENT: 3.5% OF SHAFT AREA OR MIN. 3 SQ. FT. AT TOP OF ELEVATOR SHAFTS. NORMALLY CLOSED, OPENS AUTOMATICALLY BY FIRE ALARM INITIATION OR LOSS OF POWER. CAPABLE OF MANUAL OPERATION AND RESET. ELEVATOR EQUIPMENT NOTES: Q PNLEL 60/2 SHUNT TRIP 120/240V 1 PH 1-20/1 CONVENIENCE OUTLET #12 1-20/1 LTG #12 1-20/2 SUMP PUMP #12 1-20/1 ELEV. LTG #12 1-30/2 M18YE(MINI SPLIT) #12 1-20/1 EXHAUST FAN (EF) #12 ®FUSED D/S PER ELEV. SPECS. LOCKABLE © WALL MOUNTED EXHAUST FAN, 150 CFM, ELECTRICALLY OPERATED SHUTTER. TO T—STAT SET AT 757. ®FRIEDRICH AHU MODEL M13YE (S)LOCKABLE SWITCH FOR ELEV. 120V PWR. ®HEAT DETECTOR FOR AUTOMATIC RECALL. AT EMERY FLOOR ®FRIEDRICH CONDENSER UNIT MODEL M18YE Lfell SEE DWG E-1 FOR ADDITIONAL BLDG LIGHTING SEE DWG E-7 FOR FIRE ALARM RISER DIAGRAM AND LEGEND y OFTfi����tt BILLY. R _,PATTERSON 42890 f v N ^ r °i Z o d- c �t co E 0 W 0 v " 4 C W z w -v V z c E W �- 0 Q T C 0 LJ �' w Z O L ^ m c G Z � .. J � w LL. N Q vJ I— z w 2 Q cr Q W ~ a. Q O � w O w U Q LL TW 1 F_ DATE 10-11-06 — IFP 12-11-06 — REV IFP CONTROL SEQUENCE GK JG BB JG JG BB m GK BP — n. SHEET NUMBER to a rc E-6 0 v REVISIONS FIRE ALARM RISER DIAGRAM Smoke Detector (above FACP) System Connected Telco Lines (2) to Auto Dialer Corridor Smoke Detectors(t� Exterior A/V Alarms - NAC Ckt k— H - ZONE 1 - Tamper Switch ZONE 2 - Sprinkler Flow Switch (in riser ZONE 3 - Pull Station & Heat Detector 1 I —®F H Mini -Horn Alarms - NAC Ckt 1- SILENT KNIGHT 5700 CLUBHOUSE FIRE ALARM MONITORING PANEL W/ DACT Elev Shui Fire Pum i Elev Shai SILENT KNIGHT SK-6324 2c/16g Underground SLC Loop MM AR (use listed direct burial cable inside 3/4" PVC conduit installed per the NEC) LP 120 VAC (Dedicated Circuit) Ditek Modek DKT-1 LVLP-D lighting protector at each end of underground run and dedicated 120V power supply. ALARM HORN WITH VISUAL STROBE, LEXAN MATERIAL, SYSTEM SENSOR P1224MCW MOUNT AT MIN 80" AFF, MAX 96" AFF. MOUNT MINIMUM 15' FROM POINT OF ENTRY PER NFPA 72. (15CD-116MA024VDC) aF MANUAL PULL STATION, DOUBLE ACTION, FLUSH MOUNTED, SILENT KNIGHT SD500-PSDA OH MINI HORN, GENTX GX19W, (90DBA OUTPUT, 11MA024VDC) SYSTEM CONNECTED. SEE 1/4- DRAWINGS. ®MINI HORN/ STROBE, SYSTEM SENSOR P1224MCW (15CD-116MA®A4VDC) SYSTEM H CONNECTED, ALL HC UNITS. SEE 1/4- DRAWINGS. O HALLWAY SMOKE DETECTOR (LOW VOLTAGE), SYSTEM CONNECTED SILENT KNIGHT SD505-APS SS UNIT SMOKE DETECTOR WITH VISUAL SIGNALING APPLIANCE, HC UNITS, ADA APPROVED, 120V, WITH BATTERY BACKUP AND AUXILIARY CONTACTS.' GENTEX 7109CSX-W. SEE 1/4' DRAWINGS. Q MAGNETIC DOOR HOLDER, SIMPLEX 2088-9588. INTERLOCK TO SMOKE DETECTOR ® HEAT DETECTOR, WEATHER PROOF, THERMOTECH 302-AW-135 ® LIGHTNING PROTECTION, DATEK DK-1LVLPSCPD Mz ADDRESSABLE MONITOR MODULE FACP SILENT KNIGHT SK-5700 FLUSH MTD MAIN CONTROL PANEL, CLASS A, WITH AUX PWR SUPPLY ADDRESSABLE INPUT AND OUTPUT MODULES, ENCLOSURE, AND DEVICES FOR THE MONITORING AND ALARM. MAIN FACP, NORMALLY IN OFFICE AREA, WILL HAVE AN ANNUNCIATOR PANEL AND AUTO DIALER TO APPROVED 24 HOUR AGENCY. AUXILIARY POWER SUPPLIES TO HAVE A FULL 24 HR RATING. BUILDING FACP TO BE SILENT KNIGHT SK-6324 WITH INITIATING MODULES, ANNUNCIATOR CKT SEE ARCHITECTURAL DRAWINGS FOR QUANTITY AND LOCATION OF ADA ACCESSIBLE UNITS. INSTALL ALL MANUAL PULL STATIONS AT 42" AFG. INSTALL ALL LIGHT STROBES AT 80" MIN. - 96" MAX. AFF. INSTALL ADA APPROVED MINI HORN STROBE LIGHT IN EACH UNIT. W N W O Alarm Relay (N.O. Trouble Relay (N.( Tamper S, (Weather J— 120 VAC (Dedicated Circuit Mark in Panel Directory with red letters "FACP" SEE DWG E-6 TO POWER CO. METER CENTER #2 I LD I NG - FIRST FLOOR 1'-0" SEE DWG E-1 FOR ADDITIONAL BLDG LIGHTING SEE DWG E-6 BLDG NOTES BILLY R. PATTERSOI . 1. N.. .......... M......� •42890 =vc O- -�'d+. V 04 N z �co co W N vv 00 V W w U w z U � U � c (� w •° V z c E W o v QLd T o z N �. 1.0 O �T � r- m z ZIC �.. w Q _J o N w �J Z W 5 F- c') X W Q F- L1. W O W L 1— U J J Q ° H W z f— DATE 10-11-06 - IFP 12-11-06 - REV IFP FKBGP EQUENCE BB BB m- a SHEET NUMBER a 02 E-7S2 0 v REVISIONS 0 SEE DWG E-9 BUILDING - SECOND FLOOR I 3/32" = V-0" TYP. FOR 3RD AND 4TH FLOORS EXCEPT AS NOTED I f---------------L--------------i i I I L------------------i aim I I '� ••' ''� Idiciolm I------------------i t HILLY. R PATTERSOiV 2890 rc N � 0 z aC E L u OD 04 0 U W L;' U Z L U. O � .c R W v' z C E w 0 O r Q C O N z �� L. O m c G Z � .. J N � W E - IFP - REV IFP SEE DWG E-1 FOR ADDITIONAL BLDG LIGHTING CONTROL SEQUENCE JG JG BB JG JG BB m GK BP — a SHEET NUMBER a E-8 0 V m u SEE DWG E ,n BUILDING - SECOND FLOOR 3/32" = V-0" n ?� J ' / B2 / / / i 132 / CI a, BUILDING - THIRD FLOOR (P 3/32"= 1 —0 m � 7 i r l* B2-UPPER / / m 2-UPPER / BUILDING - FOURTH FLOOR (PARTIAL) 3/32" = V-0" SEE DWG E-1 FOR ADDITIONAL BLDG LIGHTING � v � z 1 �c j w�,- U %.- LL! w U �� � .c O 'R W v z E w 0 oLLj 0 z O m c G Z .. J Q J � 1 Ocr W N DATE 10-11-06 — IFP 12-11-06 — REV IFP FKBGP EQUENCE BB BB m — pZa N SHEET NUMBER a E-9 V & FRANK :�IA`I!►71f i, I W.1-ifiTm BUILDING - ROOF 3/32" = V-0" ......3ILLY.R. ...... PATTERSON =. �42890 c r+���E�► !STD.% - '*Ai� CD v r z0 co oC G "' E W v 00 04 �- O U W W V Z0 LL.•C U C W v V z C E w O 0Llj0 z M O ^ m CC G Z � .. � ~ a J J 00 O Ir � W M � U/ Z W X W I -- a. Q O � W OW (— 1— JJ U ° Q LL W F- DATE 10-11-06 - IFP 12-11-06 - REV IFP 1 CONTROL SEQUENCE le JG JG - JG JG - GK - - 2 � SHEET NUMBER a E-1 0 S ONE LINE DIAGRAM - BLDG SECTION #1 UNIT LOADCENTERS/PANELBOARDS UNIT LOAD ANALYSIS REVISIONS n (53) UNIT BUILDING SECTION #1 METER CENTER#1 TO TYP, APT, PANEL, 10 KAIC* --SERVICE ENTRANCE MAIN CB 800/3 MCB, 42 KAIC* N3R eee�ee ��aeee� O O O V O O e e e e e p 8 a p 8 8 p p p 8 p COMMON GND 0/) TO BLDG MTR CENTERS #3/0 CU PER NEC 250.58 120/208V, 3PH, 4W �TYP. APT. METER W/ MCB* CENTER LINE In`( MAX. 5' -6" tl - MIN. 4'-6" TO POWER CO. XFMR #4 CU- CONDUITS BY EC CONDUCTORS BY POWER CO. #3/0 CU METAL WATER PIPE OR SPRINKLER MIS N.20'#4,CU ENCASED WITH AT LEAST 2" 5/8"x8' COPPER OF CONCRETE LOCATED WITHIN AND NEAR GROUND ROD. THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING. PER 250.52(A)(3) CONNECT TO REBAR. * - UL SERIES RATED FOR MAXIMUM AVAILABLE 42,000 AMPS FAULT CURRENT ALL EQUIPMENT SHALL BE APPROVED BY POWER COMPANY PRIOR TO ORDERING EQUIP.. COMPLY WITH ALL POWER COMPANY SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT METERS, AND SE CONDUCTORS. PROVIDE PERMANENT PLAQUE OR DIRECTORY AT EACH SERVICE DISCONNECT PER NEC 230.2(E) FOR MULTIPLE SERVICE ENTRANCE DISCONNECTS, AT EACH DISCONNECT LOCATION DENOTING ALL OTHER DISCONNECTS SUPPLYING THE BLDG AND THE AREA SERVED BY EACH. ONE LINE DIAGRAM - BLDG SECTION #2 (54) UNIT BUILDING SECTION #2 METER CENTER#2 TO TYP. APT. PANEL, 10 KAIC*' --- SERVICE ENTRANCE MAIN CB 1000/3 MCB, 42 KAIC* N3R passes p e p e e p � � © © p p © © 120/208V, 3PH, 4W TYP. APT. METER /-W MCB* CENTER LINE 11111 MAX. 5'-6" MIN. 4'-6" COMMON GNDmr"") TO BLDG MTR CENTERS #3/0 CU PER NEC 250.58 TO POWER CO. XFMR #4 CU' CONDUITS BY EC CONDUCTORS BY POWER CO. #3/0 CU METAL WATER PIPE OR SPRINKLER �MIN.20'#4 CU ENCASED WITH AT LEAST 2" 5/8"x8' COPPER OF CONCRETE LOCATED WITHIN AND NEAR GROUND ROD. THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING. PER 250.52 (A) (3) CONNECT TO REBAR. * - UL SERIES RATED FOR MAXIMUM AVAILABLE 42,000 AMPS FAULT CURRENT ALL EQUIPMENT SHALL BE APPROVED BY POWER COMPANY PRIOR TO ORDERING EQUIP. COMPLY WITH, ALL POWER COMPANY SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT METERS, AND SE CONDUCTORS. PROVIDE PERMANENT PLAQUE OR DIRECTORY AT EACH SERVICE DISCONNECT PER NEC 230.2(E) FOR MULTIPLE SERVICE ENTRANCE DISCONNECTS, AT EACH DISCONNECT LOCATION DENOTING ALL OTHER DISCONNECTS SUPPLYING THE BLDG AND THE AREA SERVED BY EACH. NOTE: NEC SECTION 110.22 - ALL S.E. MAIN CIRCUIT BREAKERS/ TENANT BREAKERS/ PANEL BREAKERS ARE SERIES RATED. THE EQUIPMENT ENCLOSURE(S) SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING. THE MARKING SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIROMENT. MARKING SHALL BE READILY VISIBLE AND STATE THE FOLLOWING: "CAUTION - SERIES COMBINATION SYSTEM RATED --- AMPERES, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." NOTE: ALL BREAKER KAIC RATINGS SUBJECT TO CHANGE PER POWER CO. XFMR LAYOUT AND AVAILABLE FAULT CURRENT. ********** UNIT Al LOADCENTER ************ ********** UNIT B1 LOADCENTER ************ 100 MLO, 120/208V, 1PH, 60HZ, 3W, 100 MLO, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND -BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 3 SMALL APPL #12 20/1 1500 3 SPACE 5 SPACE 5 REFRIGERATOR #12 20/1 1200 7 REFRIGERATOR #12 20/1 1200 7 DISPOSAL #12 20/2 850 9 DISPOSAL #12 20/2 850 9 DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 11 MICROWAVE #12 20/1 1000 13 MICROWAVE #12 20/1 1000 13 BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 AC 1.5 TON #12 15/2 2000 17,19 AC 1.5 TON #12 15/2 2000 17,19 RANGE/OVEN -------- #840/2 --- - 10600 21,23 RANGE/OVEN#840/2 -------- --- - 10600 21,23 GENERAL LTG #12 20/1 1800 2 GENERAL LTG #12 20/1 1800 2 SPACE 4 GENERAL LTG #12 20/1 1800 4 SPACE 6 SPACE 6 SPACE 8 SPACE 8 LAUNDRY #12 20/1 1500 10 LAUNDRY 412 20/1 1500 10 SPACE 12 SPACE 12 AHU 5.0 KW #10 30/2 5000 14,16 AHU 6.0 KW #8 35/2 6000 14,16 DRYER #10 30/2 5000 18,20 DRYER 410 30/2 5000 18,20 ➢:ATER HEATER #10 30/2 4500 22,24 WATER HEATER #10 30/2 4500 22,24 ****************************************** ****************************************** ********** UNIT A2 LOADCENTER ************ ********** UNIT B2 LOADCENTER ************ 100 MLO, 120/208V, 1PH, 60HZ, 3W, 100 MLO, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 3 SMALL APPL #12 20/1 1500 3 SPACE 5 SPACE 5 REFRIGERATOR #12 20/1 1200 7 REFRIGERATOR #12 20/1 1200 7 DISPOSAL #12 20/2 850 9 DISPOSAL #12 20/2 850 9 DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 11 MICROWAVE #12 20/1 1000 13 MICROWAVE #12 20/1 1000 13 BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 AC 1.5 TON #12 15/2 2000 17,19 AC 2.0 TON #12 20/2 3000 17,19 RANGE/OVEN#8 -------- - 40/2 10600 21,23 RANGE/OVEN#8 -------- - 40/2 10600 21,23 GENERAL LTG #12 20/1 1800 2 GENERAL LTG 412 20/1 1800 2 SPACE 4 GENERAL LTG 412 20/1 1800 4 SPACE 6 SPACE 6 SPACE 8 SPACE 8 LAUNDRY #12 20/1 1500 10 LAUNDRY 412 20/1 1500 10 SPACE 12 SPACE 12 AHU 5.0 KW #10 30/2 5000 14,16 AHU 8.0 KW 48 45/2 8000 14,16 DRYER #10 30/2 5000 18,20 DRYER 410 30/2 5000 18,20 WATER HEATER #10 30/2 4500 22,24 WATER HEATER #10 30/2 4500 22,24 ****************************************** ****************************************** ********** UNIT A3 LOADCENTER ************ ********** UNIT B3 LOADCENTER ************ ********** UNIT Cl LOADCENTER ************ 110 MLO, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# SMALL APPL #12 20/1 1500 1 SMALL APPL ' #12 20/1 1500 3 SPACE 5 REFRIGERATOR #12 20/1 1200 7 DISPOSAL 412 20/2 850 9 DISHWASHER 412 -- 1200 11 MICROWAVE 412 20/1 1000 13 BATH GFI #12 20/1 1500 15 AC 2.0 TON #12 20/2 3000 17,19 RANGE/OVEN ------------------------------------------ 48 40/2 10600 21,23 GENERAL LTG #12 20/1 1800 2 GENERAL LTG #12 20/1 1800 4 SPACE 6 SPACE 8 LAUNDRY #12 20/1 1500 10 SPACE 12 AHU 8.0 KW 46 50/2 8000 14,16 DRYER 410 30/2 5000 18,20 WATER HEATER #10 30/2 4500 22,24 ****************************************** ********** UNIT C2 LOADCENTER ************ 110 MLO, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 3 SPACE 5 REFRIGERATOR #12 20/1 1200 7 DISPOSAL 412 20/2 850 9 DISHWASHER #12 -- 1200 11 MICROWAVE 412 20/1 1000 13 BATH GFI 412 20/1 1500 15 AC 2.0 TON #12 20/2 3000 17,19 RANGE/OVEN #840/2 10600 21,23 -------- GENERAL LTG --- #12 - 20/1 1800 2 GENERAL LTG #12 20/1 1800 4 SPACE 6 SPACE 8 LAUNDRY #12 20/1 1500 10 SPACE 12 AHU 8.0 KW 46 50/2 8000 14,16 DRYER 410 30/2 5000 18,20 WATER HEATER #10 30/2 4500 22,24 ****************************************** 100 MLO, 120/208V, 1PH, 60HZ, 3W, 100 MLO, 120/208V, 1PH, 60HZ, 3W, U 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# ALL A/C BREAKERS SHALL BE HACR RATED. SMALL APPL #12 20/1 1500 1 SMALL APPL 412 20/1 1500 1 INSTALL MOCP PER A/C NAMEPLATE. SMALL APPL #12 20/1 1500 3 SMALL APPL #12 20/1 1500 3 INSTALL 2-POLE BKR FOR COMMON RECEPTACLE SPACE 5 SPACE 5 USED FOR DW & DP. ALL WIRE TYPE NMC COPPER. REFRIGERATOR #12 20/1 1200 7 REFRIGERATOR #12 20/1 1200 7 ALUM PROHIBITED ON BRANCH CIRCUITS. DISPOSAL #12 20/2 850 9 DISPOSAL #12 20/2 850 9 INSTALL SER AND 220V CKTS IN SEPARATE DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 11 BUSHED OPENINGS. INSTALL 4W CKT AND MICROWAVE #12 20/1 1000 13 MICROWAVE #12 20/1 1000 13 RECEPTACLE RANGE AND DRYER. BATH GFI #12 20/1 1500 15 BATH GFI 412 20/1 1500 15 INSTALL REFRIGERATOR RECEPTACLE AHEAD AC 1.5 TON #12 15/2 2000 17,19 AC 2.0 TON 412 20/2 3000 17,19 OF GFI PROTECTION. RANGE/OVEN 10600 21,23 RANGE/OVEN 10600 21,23 --------#8---40/2- -------------- --------#8---40/2- -------------- INSTALL AFCI FOR ALL BEDROOM CIRCUITS. GENERAL LTG #12 20/1 1800 2 GENERAL LTG 412 20/1 1800 2 SPACE 4 GENERAL LTG 412 20/1 1800 2 SPACE 6 SPACE 6 SPACE 8 SPACE 8 LAUNDRY #12 20/1 1500 10 LAUNDRY 412 20/1 1500 10 SPACE 12 SPACE 12 AHU 5.0 KW #10 30/2 5000 14,16 AHU 8.0 KW 46 50/2 8000 14,16 DRYER #10 30/2 5000 18,20 DRYER #10 30/2 5000 18,20 WATER HEATER #10 30/2 4500 22,24 WATER HEATER #10 30/2 4500 22,24 ****************************************** ****************************************** -01MB L ilme I r MAM'ZI BUILDING LOAD ANALYSIS 120/208/3PH/3W BLDG QUAN TYPE VA VA DEMAND BLDG SECTION #1 - 53 UNITS BLDG 17 Al 30041 510697 3 A3 30242 90726 8 Bl 31244 249952 2 B2 33143 66286 =TOTAL1088610 C4 C25% BLDG SECTION #2 - 54 UNITS BLDG 8 Al 30041 240328 4 A2 30170 120680 16 Bl 31244 499904 2 B2 33143 66286 24 Cl 33671 808104 TOTAL 1374294 25% KVA AMPS SE MCB 272.2 756 800/31 343.6 954 1000/31 * OPTIONAL CALCULATIONS -DEMAND FACTORS PER TABLE 220.84 NEC 2005 LOCAL CODES MINIMUM #12 WIRE. NO ALUMINUM WIRING. REFRIGERATOR MUST HAVE SEPARATE CKT. MAXIMUM (10) OUTLETS PER CIRCUIT. ** VOLTAGE 'DROP LIMITATIONS UNIT TYPE Al/A2 SE LOAD(AMPS) *R(OHM/Kft) VD% MAX LENGTH #4 CU 91 0.321 3% 123 #3 CU 91 0.254 3% 156 #2 CU 91 0.201 3% 197 #1 Cu 91 0.160 3% 247 #1/0 Cu 91 0.127 3% 311 #2/0 CU 91 0.101 3% 392 UNIT TYPE A3 SE LOAD(AMPS) *R(OHM/Kft) VD% MAX LENGTH #4 CU 92 0.321 3% 122 #3 CU 92 0.254 3% 154 #2 CU 92 0.201 3% 195 #1 Cu 92 0.160 3% 245 #1/0 Cu 92 0.127 3% 308 42/0 CU 92 0.101 3% 387 UNIT TYPE Bl SE LOAD(AMPS) *R(OHM/Kft) VD% MAX LENGTH #4 Cu 94 0.321 3% 119 #3 CU 94 0.254 3% 151 #2 CU 94 0.201 3% 191 #1 CU 94 0.160 3% 239 #1/0 CU 94 0.127 3% 302 #2/0 CU 94 0.101 3% 379 UNIT TYPE B2 SE LOAD(AMPS) *R(OHM/Kft) VD% MAX LENGTH #4 CU 100 0.321 3% 112 #3 CU 100 0.254 3% 142 #2 CU 100 0.201 3% 179 #1 CU 100 0.160 3% 225 #1/0 Cu 100 0.127 3% 283 #2/0 CU 100 0.101 3% 356 UNIT TYPE B3 SE LOAD(AMPS) *R(OHM/Kft) VD% MAX LENGTH #4 CU 99 0.321 3% 113 #3 CU 99 0.254 3% 143 #2 CU 99 0.201 3% 181 #1 CU 99 0.160 3% 227 #1/0 CU 99 0.127 3% 286 #2/0 CU 99 0.101 3% 360 1 UNIT TYPE Cl/C2 PS) *R(OHM/Kft) VD% MAX LENGTH #3 CU 101 0.254 3% 140 #2 CU 101 0.201 3% 177 #1 CU 101 0.160 3% 223 #1/0 CU 101 0.127 3% 281 42/0 CU 101 0.101 3% 353 * DIRECT -CURRENT RESISTANCE PER TABLE 8 NEC 2005 OPTIONAL METHOD ARTICLES 215.2-5 & 220.1-80 NEC 2005 UNIT LOADS *********************************** *********************************** *********************************** UNIT Al LOAD ANALYSIS 472 SQ FT UNIT Bl LOAD ANALYSIS 623 SQ FT UNIT Cl LOAD ANALYSIS 932 SQ FT LIGHTING,3VA / SQ FT = 1416 LIGHTING,3VA / SQ FT = 1869 LIGHTING,3VA / SQ FT = 2796 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 4125 WATER HEATER @ 208V = 4125 WATER HEATER @ 208V = 4125 MICROWAVE = 1000 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 DISHWASHER = 1200 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 DRYER = 5000 DRYER = 5000 DRYER = 5000 SUBTOTAL = 26291 SUBTOTAL = 26744 SUBTOTAL = 27671 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16291 @ 40% = 6516 REMAINDER VA 16744 @ 40% = 6698 REMAINDER VA 17671 @ 40% = 7068 CENTRAL HEAT 5KW @65% @208V 2437 CENTRAL HEAT 6KW @65% @208V 2925 CENTRAL HEAT 8KW @65% @208V 3900 A/C 1.5 TON 2.OKW @ 100% = OMIT A/C 1.5 TON 2.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT TOTAL DEMAND = 18954 TOTAL DEMAND = 19623 TOTAL DEMAND = 20968 @120/208V, 1PH, 3W = 91 @120/208V, 1PH, 3W = 94 @120/208V, 1PH, 3W = 101 1"C W/ 3#4 CU SER ** = 100 1"C W/ 3#4 CU SER ** = 100 1.25 'C W/ 343 CU SER ** = 110 TOTAL CONNECTED LOAD = 30041 TOTAL CONNECTED LOAD = 31244 TOTAL CONNECTED LOAD = 33671 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 110/2 *********************************** *********************************** *********************************** *********************************** *********************************** *********************************** UNIT A2 LOAD ANALYSIS 515 SQ FT UNIT B2 LOAD ANALYSIS 756 SQ F UNIT C2 LOAD ANALYSIS 934 SQ FT LIGHTING,3VA / SQ FT = 1545 LIGHTING,3VA / SQ FT = 2268 LIGHTING,3VA / SQ FT = 2802 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 4125 WATER HEATER @ 208V = 412 WATER HEATER @ 208V = 4125 MICROWAVE = 1000 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 DISHWASHER = 1200 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 DRYER = 5000 DRYER = 5000 DRYER = 5000 SUBTOTAL = 26420 SUBTOTAL = 27143 SUBTOTAL = 27677 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16420 @ 40% = 6568 REMAINDER VA 17143 @ 40% = 6857 REMAINDER VA 17671 @ 40% = 7068 CENTRAL HEAT 5KW @65% @208V 2437 CENTRAL HEAT 8KW @ 65% @208V 3900 CENTRAL HEAT 8KW @65% @208V 3900 A/C 1.5 TON 2.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT TOTAL DEMAND = 19006 TOTAL DEMAND = 20757 TOTAL DEMAND = 20968 @120/208V, 1PH, 3W = 91 @120/208V, 1PH, 3W = 100 @120/208V, 1PH, 3W = 101 1"C W/ 3#4 CU SER ** = 100 1"C W/ 3#4 CU SER ** = 100 1.25 'C W/ 3#3 CU SER ** = 110 TOTAL CONNECTED LOAD = 30170 TOTAL CONNECTED LOAD = 3314 TOTAL CONNECTED LOAD = 33677 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 100/ MAIN CIRCUIT BREAKER = 110/2 UNIT A3 LOAD ANALYSIS 539 SQ FT UNIT B3 LOAD ANALYSIS 666 SQ FT 1 LIGHTING,3VA / SQ FT = 1617 LIGHTING,3VA / SQ FT = 1998 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 4125 WATER HEATER @ 208V = 4125 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 DRYER = 5000 DRYER = 5000 ** MINIMUM: SEE VOLTAGE DROP SUBTOTAL = 26492 SUBTOTAL = 26873 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD LIMITATIONS. 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16492 @ 40% = 6597 REMAINDER VA 16873 @ 40% = 6749 CENTRAL HEAT 5KW @65% @208V 2437 CENTRAL HEAT 8KW @65% @208V 3900 A/C 1.5 TON 2.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT TOTAL DEMAND = 19034 TOTAL DEMAND = 20649 @120/208V, 1PH, 3W = 92 @120/208V, 1PH, 3W = 99 1"C W/ 3#4 CU SER ** = 100 1"C W/ 3#4 CU SER ** = 100 TOTAL CONNECTED LOAD = 30242 TOTAL CONNECTED LOAD = 32873 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 100/2 *********************************** *********************************** UNIT ONE*LINE DIAGRAM TYPICAL UNITS rj A/C UNIT rROOF DECKING SFJILTIGHT CONNECTION MAX 6' LONG ROOF PENETRATION BY APPROVED SPECIALIST F SEE LOADCENTER SCHEDULE TYP. APT PANEL SEE LOADCENTER FCU SCHEDULE Flo LE I TO METER CENTER GROUNDING NOTE: 250.64(C) CONTINUOUS - THE GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT EXCEPT AS PERMITTED IN (1) THROUGH (4): (1) SPLICING SHALL BE PERMITTED ONLY BY IRREVERSIBLE COMPRESSION -TYPE CONNECTORS LISTED AS GROUNDING AND BONDING EQUIPMENT OR BY THE EXOTHERMIC WELDING PROCESS. (2) SECTIONS OF BUSBARS SHALL BE PERMITTED TO BE CONNECTED TOGETHER TO FORM A GROUNDING ELECTRODE CONDUCTOR. (3) BONDING JUMPER(S) FROM GROUNDING ELECTRODE(S) SHALL BE PERMITTED TO BE CONNECTED TO AN ALUMINUM OR COPPER BUSBAR NOT LESS THAN (1/4" X 2"). THE BUSBAR SHALL BE SECURELY FASTENED AND SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. CONNECTIONS SHALL BE MADE BY A LISTED CONNECTOR OR BY THE EXOTHERMIC WELDING PROCESS. (4) WHERE ALUMINUM BUSBARS ARE USED, THE INSTALLATION SHALL COMPLY WITH 250.64 (A) . BILLY fa. PATTERSON rt�Cr5T6W.�'t's .. kR'OO:A'L..E r N h ZO d- I O to ��++ L.J. � .-. r E 0 W vv C W 0 Z w w0 O c '� 'R W 'v v z C E LLI O a- Q uj C O N Z o ^ m Z x J Q ~ J Q I w 04 M 2 V ) z cW G cr 07 X Q uj I- 0- Q O 0 W Ow U J J ° W Z DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE a r� n k *************BLDG - PANEL H **************** 200A MCB, 120/208V, 32H, 4W 10KAIC, FLUSH N3R MOUNTED ISOLATED NEUTRAL, GROUND BUS, 42 CKT LOAD WIRE BKR WATTS CIR# ----------- CORRIDOR LTG CKT* 412 20/1 1200 1 CORRIDOR LTG CKT* #12 20/1 1200 3 CORRIDOR LTG CKT* #12 20/1 1200 5 CORRIDOR LTG CKT* 412 20/1 1200 7 CORRIDOR LTG CKT* #12 20/1 1200 9 CORRIDOR LTG CKT* 412 20/1 1200 11 CORRIDOR LTG CKT* #12 20/1 1200 13 CORRIDOR LTG CKT* #12 20/1 1200 15 OUTSIDE LTG CKT**#12 20/1 1200 17 OUTSIDE LTG CKT**412 20/1 1200 19 OUTSIDE LTG CKT**#12 20/1 1200 21 OUTSIDE LTG CKT**412 20/1 1200 23 9.8 HP ELEVATOR 46 60/3 11088 25,27,29 SPACE 31 SPACE 33 SPACE 35 SPACE 37 SPACE 39 SPACE 41 ----------------- CORRIDOR RECEPT #10 20/1 1200 2 CORRIDOR RECEPT 410 20/1 1200 4 CORRIDOR RECEPT #10 20/1 1200 6 CORRIDOR RECEPT 410 20/1 1200 8 RECEPT GFI CKT #12 20/1 1200 10 RECEPT GFI CKT 412 20/1 1200 12 FACP*** 412 20/1 750 14 TEL.CKT #12 20/1 1200 16 TEL.CKT 412 20/1 1200 18 VENDING #12 20/1 1500 20 VENDING 412 20/1 1500 22 SPACE 26 SPACE 28 SPACE 30 ,34 CORRIDOR RECEPT 412 20/1 1200 36 EXH FANS #10 20/1 1000 38 SPACE 40 SPACE 42 ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISE ********************************************* **************** PANEL EL ******************* 60 MCB, 120/208V, 1PH, 60HZ, 3W, 22KAIC, SURFACE MOUNTED N-1 ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CKT# RECEPTACLES 412 20/1 360 1 LIGHTING #12 20/1 32 2 SUMP PUMP #12 20/2 1500 3,5 ELEV LIGHTING #12 20/1 100 4 EXHAUST FAN #12 20/1 200 6 MINI SPLIT SYSTEM #12 20/2 1600 7,9 vi it #12 20/1 8-24 TOTAL CONNECTED = 21A ALL WIRE THWN CU ALL CKTS 1/2 C UNO. ********************************************** * 24HR CKT, #10 HOMERUNS ** VIA PHOTO CELL & HOA OVERRIDE *** LOCK ON BREAKER HOUSE SCHEDULES *************BLDG- PANEL A****************** 150A MCB, 120/208V, 3PH, 4W 10KAIC, FLUSH N3R MOUNTED ISOLATED NEUTRAL, GROUND BUS, 42 CKT LOAD WIRE BKR WATTS CIR# A/C 1.5 TON ------------------------ #12 15/2 2000 1,3 A/C 1.5 TON #12 15/2 2000 5,7 A/C 1.5 TON #12 15/2 2000 9,11 A/C 1.5 TON #12 15/2 2000 13,15 A/C 2.5 TON #10 30/2 4000 17,19 A/C 2.5 TON #10 30/2 4000 21,23 A/C 2.5 TON #10 30/2 4000 25,27 A/C 2.5 TON #10 30/2 4000 31,33 SPACE 35 SPACE 37 SPACE 39 SPACE -------------------------------------41----- AHU 6.0 KW # 8 35/2 6000 2,4 AHU 6.0 KW # 8 35/2 6000 6,8 AHU 6.0 KW # 8 35/2 6000 10,12 AHU 6.0 KW # 8 35/2 6000 14,16 AHU 8.0 KW # 8 45/2 8000 18,20 AHU 8.0 KW # 8 45/2 8000 22,24 AHU 8.0 KW # 8 45/2 8000 26,28 AHU 8.0 KW # 8 45/2 8000 30,32 SPACE 34 SPACE 36 SPACE 38 SPACE 40 SPACE 42 ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISI *******************PANEL C******************* 150 MCB, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N3R MOUNTED ISOLATED NEUTRAL, GROUND BUS, 30 CKT LOAD WIRE BKR WATTS CIR# LIGHTING 412 20/1 1800 1 INSTA HOT WH #10 30/1 2400 3 COMPUTER CKT 412 20/1 1200 5 A/C 1.5 TON 412 15/2 2000 7,9 A/C 4.0 TON #10 50/2 5700 11,13 SPACE 15 SPACE 17 SPACE 19 SPACE 21 SPACE 23 SPACE 25 SPACE 27 SPACE -------------------------------------29----- RECEPTACLES 412 20/1 1200 2 RECEPTACLES #12 20/1 1200 4 GFI RECEPTACLES #12 20/1 1200 6 AHU 6KW @208V #8 35/2 6000 8,10 FAX/PRINTER #12 20/1 450 12 COPIER #12 20/1 450 14 AHU 20.0 KW #6 60/2 20000 16,18 -- #6 60/2 -- 20,22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISE ******************************************** *************BLDG- PANEL Al***************** * * * ** � P NA EL P ** ** ** ** ** ** 100A MCB, 120/208V, 3PH, 4W 100 MCB, 120/208V, 1PH, 3W 10KAIC, FLUSH N3R MOUNTED 10KAIC, SURFACE N3R MOUNTED ISOLATED NEUTRAL, GROUND BUS, 30 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# A/C 1.5 TON #12 15/2 2000 1,3 A/C 1.5 TON #12 15/2 2000 5,7 POOL PUMP #8 50/2 5000 1,3 A/C 1.5 TON #12 15/2 2000 9,11 POOL PUMP #8 50/2 5000 5,7 A/C 1.5 TON #12 15/2 2000 13,15 POOL LTG,GFI,PEC**412 20/1 950 9 SPACE 17 POOL RECEP GFI #12 20/1 950 11 SPACE 19 SPACE 13 SPACE 21 SPACE 15 SPACE 23 SPACE 17 SPACE 25 SPACE 19 SPACE 27 SPACE 21 SPACE ---------------------- 29 SPACE 23 AHU 8.0 KW #8 45/2 8000 2,4 POOL LTG GFI #12 20/1 1200 2 AHU 8.0 KW #8 45/2 8000 6,8 GFI OUTLETS #12 20/1 1200 4 AHU 8.0 KW #8 45/2 8000 10,12 SPACE 6 AHU 8.0 KW #8 45/2 8000 14,16 SPACE 8 SPACE 18 SPACE 10 SPACE 20 SPACE 12 SPACE 22 SPACE 14 SPACE 24 SPACE 16 SPACE 26 SPACE 18-24 SPACE 28 SPACE 30 TOTAL CONNECTED = 72A POOL EQUIPMENT/WIRING UNDER SEPARATE PERMIT ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISE ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISE ********************************************* ******************************************** I CLUB- ONE LINE DIAGRAM, 120/208V, 3PH, 4W EXTERIOR LTG PHOTO ELECTRIC CELLS (PEC) LOCATED @ MECH.ROOM#1 1"C,4#6 & 1#10G CU ** LU.I U Lul 11 -oil L"J l) PNL H PNL EL SHUNT TRIP PNL A 200/3 tl 60/2 60/3 9.8HP150/3 PNL C PNL P PNL Al ELEV 150/2 100/2 100/3 CONTROLER 30.8 FLA #3/0 CU 10KAIC METAL WATER PIPE OR SPRINKLER MIN.20'#4 CU ENCASED WITH AT LEAST 2" OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING. PER 250.52 (A) (3) CONNECT TO REBAR. VERIFY NAMEPLATE/ MFG'S SPECS ON ALL MOTORS PRIOR TO ORDERING EQUIPMENT ** SHUNT TRIP BREAKERS REQUIRED FOR ELEVATORS IF ELEVATOR SHAFT OR ELEVATOR EQUIP. IS SPRINKLERED MDP,600A MCB, N-3R, 42 KAIC, SE RATED FEEDER SCHEDULE: PNL A 150/3, 2"C, 4#1/0 & 1#6G CU r o o METER PNL Al 100/3, 1-1/411C, 4#2 & 1#8G CU(VDL MDP CAN CT PNL C 150/2, 2"C, 3#1/0 & 1#6G CU 600A • 600A . PNL P 100/2, 1-1/4"C, 3#3 & 1#8G CU PNL ELEV 60/2, 1-1/4"C, 344, 1#10G(VDL) ALL WIRE THWN COPPER ALL FUSES TYPE JJN — — — — — — — — — — — — — — — — — — — — — — � #4 CU TO PWR CO XFMR CONDUCTORS TO CT CAN BY POWER CO. 5/8"x8' COPPER GROUND ROD. NOTE: ALL BREAKER KAIC RATINGS SUBJECT TO CHANGE PER POWER CO. XFMR LAYOUT AND AVAILABLE FAULT CURRENT. BLDG PNL LOAD ANALYSIS BLDG - PNL H LOAD ANALYSIS CORRIDOR=*15280 SQ FT @ .5VA PER SQ FT764OW X 125% = 9550W (1) WALL PACK LGHT @175W EA 175W X 125% = 219W (19)WALL PACK LGHT @100W EA 190OW X 125% = 2375W (24)RECEPTACLES @ 180W EACH 4320W X 10I = 4320W 2 T 1 = 0 (3) VENDING @ 1500 KW EA 450OW X 100% = 450OW (1) PNL EL 4263W X 100% = 4263W (1) 9.8HP ELEVATOR 11088W X 125% = 13860W EXH FANS 1000W X 100% = 1000W FACP 75OW X 100% = 750W TOTAL @120/208V 3PH, 4W 42487W = 119A BLDG - PNL A LOAD ANALYSIS (4) A/C 1.5 TON = OMIT (4) A/C 2.5 TON = OMIT (4) AHU @ 6 KW @208V 18000W X 100% = 18000W (4) AHU @ 8 KW @208V 24000W X 100% = 24000W TOTAL @120/208V,3PH,4W 42000W = 117A BLDG - PNL Al LOAD ANALYSIS (4) A/C 1.5 TON OMIT (4) AHU @ 6 KW @208V 18000W X 100% = 18000W TOTAL @120/208V,3PH,4W 18000W = 50A PA EL C OF IC S) QUAN DESCRIPTION TOTAL WATTS OFFICE AREA, 365 SQ FT LIGHTING, 3VA/SQ FT @125% 1095W X 125% = 1369W (10) RECEPTACLES @ 180VA 180OW X 100% = 1800W (1) 2.4KW INSTA HOT WATER HEATER 240OW X 100% = 240OW (1) FAX/PRINTER CKT 450W X 100% = 450W (1) COPIER 450W X 100% = 450W (1) COMPUTER CIRCUIT 120OW X 100% = 120OW (1) 1.5 TON A/C = OMIT (1) 6KW ELEC AHU'S @208V 450OW X 100% = 450OW (1) MAIL ROOM CKT 120OW X 100% = 120OW (1) A/C 4.0 TON OMIT (1) AHU @ 20 KW @208V 15000W X 100% = 15000W TOTAL @120/208V,1PH,3W 28369W = 136A LOAD *LTG DEMAND FACTOR PER NEC 220.12 NEC 2005 PANEL P (2) POOL PUMPS @ 5000VA = 10000 POOL LTG = 3750 TOTAL = 13750 25% LARGEST MTR = 1250 TOTAL NEC DEMAND = 15000 @120/208V, 1PH, 3W = 72A PANEL EL *150 SQFT X 1/2VA/SQFT 75 ACTUAL LTG 182 LARGER TAKEN @ 125% 228 (2) CONV. OUTLET 360 (1) SUMP PUMP 1500 EXHAUST FANS 200 (1) MINI SPLIT SYSTEM 1600 TOTAL 3888 25% LARGEST MTR 375 TOTAL NEC DEMAND 4263 @120/208V,1PH 21A *LTG DEMAND FACTOR PER NEC 220.3(A) MDP LOAD ANALYSIS VA PNL H 1 46987 NL A 20 0 PNL Al 18000 PNL C 28369 TOTAL DEMAND 150356 @ 120/208V, 3PH, 4W 418A LOCAL CODES MINIMUM #12 WIRE. NO ALUMINUM WIRING. REFRIGERATOR MUST HAVE SEPARATE CKT. MAXIMUM (10) OUTLETS PER CIRCUIT. GROUNDING NOTE: 250.64(C) CONTINUOUS - THE GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT EXCEPT AS PERMITTED IN (1) THROUGH (4): (1) SPLICING SHALL BE PERMITTED ONLY BY IRREVERSIBLE COMPRESSION -TYPE CONNECTORS LISTED AS GROUNDING AND BONDING EQUIPMENT OR BY THE EXOTHERMIC WELDING PROCESS. (2) SECTIONS OF BUSBARS SHALL BE PERMITTED TO BE CONNECTED TOGETHER TO FORM A GROUNDING ELECTRODE CONDUCTOR. (3) BONDING JUMPER(S) FROM GROUNDING ELECTRODE(S) SHALL BE PERMITTED TO BE CONNECTED TO AN ALUMINUM OR COPPER BUSBAR NOT LESS THAN (1/4" X 2"). THE BUSBAR SHALL BE SECURELY FASTENED AND SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. CONNECTIONS SHALL BE MADE BY A LISTED CONNECTOR OR BY THE EXOTHERMIC WELDING PROCESS. (4) WHERE ALUMINUM BUSBARS ARE USED, THE INSTALLATION SHALL COMPLY WITH 250.64(A). REVISIONS PIL Y.R. PATTERSON All 42890 i /R r N r- � v ^ O (p E cc^ W 04 04 �- oo 04 -- W 0 z if 0 c r� w 'o t.J z c E W �- o � Q w c O Z � O 'r) - m H Q J I w M � V ) F— z W 2 CC X W Q O � rr W oW F J J U ° LL W I - DATE 10-11-06 — IFP 12-11-06 — REV IFP CONTROL SEQUENCE SHEET NUMBER a �,j d E-12 8 l__ 1 HOUSE SCHEDULES *************BLDG - PANEL H **************** *************BLDG- PANEL A****************** *******************PANEL C******************* 200A MCB, 120/208V, 3PH, 4W 150A MCB, 120/208V, 3PH, 4W 150 MCB, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N3R MOUNTED 10KAIC, FLUSH N3R MOUNTED 10KAIC, FLUSH N3R MOUNTED ISOLATED NEUTRAL, GROUND BUS, 42 CKT ISOLATED NEUTRAL, GROUND BUS, 42 CKT ISOLATED NEUTRAL, GROUND BUS, 30 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# CORRIDOR LTG CKT* 412 20/1 1200 1 A/C 1.5 TON #12 15/2 2000 1,3 CORRIDOR LTG CKT* #12 20/1 1200 3 A/C 1.5 TON #12 15/2 2000 5,7 LIGHTING 412 20/1 1800 1 CORRIDOR LTG CKT* #12 20/1 1200 5 A/C 1.5 TON #12 15/2 2000 9,11 INSTA HOT WH 410 30/1 2400 3 CORRIDOR LTG CKT* 412 20/1 1200 7 A/C 1.5 TON #12 15/2 2000 13,15 COMPUTER CKT 412 20/1 1200 5 CORRIDOR LTG CKT* #12 20/1 1200 9 A/C 2.5 TON - #10 30/2 4000 17,19 A/C 1.5 TON #12 15/2 2000 7,9 CORRIDOR LTG CKT* 412 20/1 1200 11 A/C 2.5 TON #10 30/2 4000 21,23 A/C 4.0 TON #10 50/2 5700 11,13 CORRIDOR LTG CKT* #12 20/1 1200 13 A/C 2.5 TON #10 30/2 4000 25,27 SPACE 15 CORRIDOR LTG CKT* #12 20/1 1200 15 A/C 2.5 TON #10 30/2 4000 31,33 SPACE 17 OUTSIDE LTG CKT**#12 20/1 1200 17 SPACE 35 SPACE 19 OUTSIDE LTG CKT**412 20/1 1200 19 SPACE 37 SPACE 21 OUTSIDE LTG CKT**412 20/1 1200 21 SPACE 39 SPACE 23 OUTSIDE LTG CKT**#12 20/1 1200 23 SPACE 41 SPACE 25 9.8 HP ELEVATOR #6 60/3 11088 25,27,29 -------------------------------------------- SPACE 27 SPACE 31 AHU 6.0 KW # 8 35/2 6000 2,4 SPACE 29 SPACE 33 AHU 6.0 KW # 8 35/2 6000 6,8 -------------------------------------------- SPACE 35 AHU 6.0 KW # 8 35/2 6000 10112 RECEPTACLES #12 20/1 1200 2 SPACE 37 AHU 6.0 KW # 8 35/2 6000 14,16 RECEPTACLES #12 20/1 1200 4 SPACE 39 AHU 8.0 KW # 8 45/2 8000 18,20 GFI RECEPTACLES 412 20/1 1200 6 SPACE 41 AHU 8.0 KW # 8 45/2 8000 22,24 AHU 6KW @208V #8 35/2 6000 8,10 -------------------------------------------- AHU 8.0 KW # 8 45/2 8000 26,28 FAX/PRINTER #12 20/1 450 12 CORRIDOR RECEPT #10 20/1 1200 2 AHU 8.0 KW # 8 45/2 8000 30132 COPIER #12 20/1 450 14 CORRIDOR RECEPT #10 20/1 1200 4 SPACE 34 AHU 20.0 KW #6 60/2 20000 16,18 CORRIDOR RECEPT #10 20/1 1200 6 SPACE 36 -' #6 60/2 -- 20,22 CORRIDOR RECEPT #10 20/1 1200 8 SPACE 38 SPACE 24 RECEPT GFI CKT #12 20/1 1200 10 SPACE 40 SPACE 26 RECEPT GFI CKT #12 20/1 1200 12 SPACE 42 SPACE 28 FACP*** #12 20/1 750 14 _____________________ SPACE 30 TEL.CKT #12 20/1 1200 16 ALL WIRE THWN, CU, 412 UNLESS NOTED OTHERWIS TEL.CKT #12 20/1 1200 18 ********************************************* ALL WIRE THWN, Cu, #12 UNLESS NOTED OTHERWISE VENDING #12 20/1 1500 20 ******************************************** VENDING 412 20/1 1500 22 *************BLDG- PANEL Al***************** *** ** ** ** ** ** PANEL P ** ** ** ** ** ** 1 100A MCB, 120/208V, 3PH, 4W 100 MCB, 120/208V, 1PH, 3W SPACE 26 10KAIC, FLUSH N3R MOUNTED 10KAIC, SURFACE N3R MOUNTED SPACE 28 ISOLATED NEUTRAL, GROUND BUS, 30 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT SPACE 30 LOAD WIRE BKR WATTS CIR# ,34 __________________________________________ - - --------------- _ LOAD WIRE BKR WATTS CIR# CORRIDOR RECEPT #12 20/1 1200 36 A/C 1.5 TON #12 15/2 2000 1,3 =___________________________________________ EXH FANS #10 20/1 1000 38 A/C 1.5 TON #12 15/2 2000 5,7 POOL PUMP #8 50/2 5000 1,3 SPACE 40 A/C 1.5 TON #12 15/2 2000 9,11 POOL PUMP #8 50/2 5000 5,7 SPACE 42 A/C 1.5 TON #12 15/2 2000 13,15 POOL LTG,GFI,PEC**#12 20/1 950 9 SPACE 17 POOL RECEP GFI #12 20/1 950 11 ALL WIRE THWN, CU, 412 UNLESS NOTED OTHERWISE SPACE 19 SPACE 13 ********************************************* SPACE 21 SPACE 15 **************** PANEL EL ******************* SPACE 23 SPACE 17 60 MCB, 120/208V, 1PH, 60HZ, 3W, SPACE 25 SPACE 19 22KAIC, SURFACE MOUNTED N-1 SPACE 27 SPACE 21 ISOLATED NEUTRAL, GROUND BUS, 24 CKT SPACE ----------------------------- 29 SPACE 23 LOAD WIRE BKR WATTS CKT# AHU 8.0 KW #8 45/2 8000 2,4 POOL LTG GFI -------------------- #12 20/1 1200 2 AHU 8.0 KW #8 45/2 8000 6,8 GFI OUTLETS #12 20/1 1200 4 RECEPTACLES #12 20/1 360 1 AHU 8.0 KW #8 45/2 8000 10,12 SPACE 6 LIGHTING #12 20/1 32 2 AHU 8.0 KW #8 45/2 8000 14,16 SPACE 8 SUMP PUMP #12 20/2 1500 3,5 SPACE 18 SPACE 10 ELEV LIGHTING #12 20/1 100 4 SPACE 20 SPACE 12 EXHAUST FAN #12 20/1 200 6 SPACE 22 SPACE 14 MINI SPLIT SYSTEM #12 20/2 1600 7,9 SPACE 24 SPACE 16 IT IT #12 20/1 8-24 SPACE 26 SPACE 18-24 SPACE 28 -----------------------------= -------------- SPACE 30 TOTAL CONNECTED = 72A TOTAL CONNECTED = 21A POOL EQUIPMENT/WIRING UNDER SEPARATE PERMIT ALL WIRE THWN CU ALL CKTS 1/2"C UNO. ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISE ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISE * 24HR CKT, #10 HOMERUNS ** VIA PHOTO CELL & HOA OVERRIDE *** LOCK ON BREAKER CLUB- ONE LINE DIAGRAM, 120/208V, 3PH, 4W PHOTO ELECTRIC CELLS (PEC) LOCATED @ MECH.ROOM#1 EXTERIOR LTG MDP,600A MCB, N-3R, 42 KAIC, SE RATED LOCATEROOM#2III FEEDER SCHEDULE: MECH.1"C,4#6 & 141OG CU 1 PNL A 150/3, 2"C, 4#1/0 & 146G CU O o METER PNL Al 100/3, 1-1/4"C, 4#2 & 1#8G CU(VDL ** MDP CAN PNL C 150/2, 2"C, 3#1/0 & 1#6G CU R , 113 [11 1111 . a 600A . 600A PNL P 100/2, 1-1/4"C, 3#3 & 1#8G CU {� PNL ELEV 60/2, 1-1/4"C, 3#4, 1#10G(VDL) PNL H PNL EL SHUNT TRIP PNL A PNL C PNL P PNL •A1 200/3 60/2 60/3 9.8HP150/3 150/2 100/2 100/3 ELEV CONTROLER ALL WIRE THWN COPPER 30.8 FLA #3/0 CU ALL FUSES TYPE JJN 10KAIC METAL WATER PIPE OR SPRINKLER fig- MIN.20' #4 CU ENCASED WITH AT LEAST 2" j �"---------------------� OF CONCRETE LOCATED WITHIN AND NEAR #4 CU THE BOTTOM OF A CONCRETE FOUNDATION � TO PWR CO XFMR OR FOOTING. PER 250.52(A)(3) CONNECT TO REBAR. CONDUCTORS TO CT CAN BY POWER CO. VERIFY NAMEPLATE/ MFG'S SPECS ON ALL MOTORS PRIOR TO ORDERING EQUIPMENT �5/8"x8' COPPER ** SHUNT TRIP BREAKERS REQUIRED FOR ELEVATORS IF GROUND ROD. ELEVATOR SHAFT OR ELEVATOR EQUIP. IS SPRINKLERED NOTE: ALL BREAKER KAIC RATINGS SUBJECT TO CHANGE PER POWER CO. XFMR LAYOUT AND AVAILABLE FAULT CURRENT. BLDG PNL LOAD ANALYSIS BLDG - PNL H LOAD ANALYSIS CORRIDOR=*15280 SQ FT @ .5VA PER SQ FT764OW X 125% = 9550W (1) WALL PACK LGHT @175W EA 175W X 125% = 219W (19)WALL PACK LGHT @100W EA 190OW X 125% = 2375W (24)RECEPTACLES @ 180W EACH 4320W X 100% = 4320W 2 (3) VENDING @ 1500 KW EA 450OW X 100% = 450OW (1) PNL EL 4263W X 100% = 4263W (1) 9.8HP ELEVATOR 11088W X 125% = 1386OW EXH FANS 1000W X 100% = 1000W FACP 750W X 100% = 750W TOTAL @120/208V 3PH,4W 42487W = 119A BLDG - PNL A LOAD ANALYSIS (4) A/C 1.5 TON = OMIT (4) A/C 2.5 TON = OMIT (4) AHU @ 6 KW @208V 18000W X 100% = 18000W (4) AHU @ 8 KW @208V 24000W X 100% = 24000W TOTAL @120/208V,3PH,4W 42000W = 117A BLDG - PNL Al LOAD ANALYSIS (4) A/C 1.5 TON = OMIT (4) AHU @ 6 KW @208V 18000W X 100% = 18000W TOTAL @120/208V,3PH,4W 18000W = 50A PA EL C OF I S) QUAN DESCRIPTION TOTAL WATTS OFFICE AREA, 365 SQ FT LIGHTING, 3VA/SQ FT @125% 1095W X 125% = 1369W (10) RECEPTACLES @ 180VA 180OW X 100% = 180OW (1) 2.4KW INSTA HOT WATER HEATER 240OW X 100% = 240OW (1) FAX/PRINTER CKT 45OW X 100% = 45OW (1) COPIER 450W X 100% = 450W (1) COMPUTER CIRCUIT 120OW X 100% = 120OW (1) 1.5 TON A/C = OMIT (1) 6KW ELEC AHU'S @208V 450OW X 100% = 450OW (1) MAIL ROOM CKT 120OW X 100% = 120OW (1) A/C 4.0 TON = OMIT (1) AHU @ 20 KW @208V 15000W X 100% = 15000W TOTAL @120/208V,1PH,3W 28369W = 136A LOAD ALCULATIONS PER NEC 2005 ART 15.2- & 22 .1-8 *LTG DEMAND FACTOR PER NEC 220.12 NEC 2005 PANEL P (2) POOL PUMPS @ 5000VA = 10000 POOL LTG = 3750 TOTAL = 13750 25% LARGEST MTR = 1250 TOTAL NEC DEMAND = 15000 @120/208V, 1PH, 3W = 72A PANEL EL *150 SQFT X 1/2VA/SQFT 75 ACTUAL LTG 182 LARGER TAKEN @ 125% 228 (2) CONV. OUTLET 360 (1) SUMP PUMP 1500 EXHAUST FANS 200 (1) MINI SPLIT SYSTEM 1600 TOTAL 3888 25% LARGEST MTR 375 TOTAL NEC DEMAND 4263 @120/208V,1PH 21A *LTG DEMAND FACTOR PER NEC 220.3(A) MDP LOAD ANALYSIS VA PNL H 1 46987 NL A 20 0 PNL Al 18000 PNL C 28369 TOTAL DEMAND 150356 @ 120/208V, 3PH, 4W 418A LOCAL CODES MINIMUM #12 WIRE. NO ALUMINUM WIRING. REFRIGERATOR MUST HAVE SEPARATE CKT. MAXIMUM (10) OUTLETS PER CIRCUIT. GROUNDING NOTE: 250.64(C) CONTINUOUS - THE GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT EXCEPT AS PERMITTED IN (1) THROUGH (4): (1) SPLICING SHALL BE PERMITTED ONLY BY IRREVERSIBLE COMPRESSION -TYPE CONNECTORS LISTED AS GROUNDING AND BONDING EQUIPMENT OR BY THE EXOTHERMIC WELDING PROCESS. (2) SECTIONS OF BUSBARS SHALL BE PERMITTED TO BE CONNECTED TOGETHER TO FORM A GROUNDING ELECTRODE CONDUCTOR. (3) BONDING JUMPER(S) FROM GROUNDING ELECTRODE(S) SHALL BE PERMITTED TO BE CONNECTED TO AN ALUMINUM OR COPPER BUSBAR NOT LESS THAN (1/4" X 2"). THE BUSBAR SHALL BE SECURELY FASTENED AND SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. CONNECTIONS SHALL BE MADE BY A LISTED CONNECTOR OR BY THE EXOTHERMIC WELDING PROCESS. (4) WHERE ALUMINUM BUSBARS ARE USED, THE INSTALLATION SHALL COMPLY WITH 250.64(A). REVISIONS 0 N r z st to ^ to ^ E W04 00 vv 00 8 6 Lu Z c O•c ' R W 'O v z E ui p v .- ®! 0 0 Z ~'*(D N 10 O v m J_ F'- 00 J O Q �r � W IJ� M � V ) F- z W 07 X QW F- ^^ I�.L� O i- W Ow U J ° L1. W F_ DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE a SHEET NUMBER a E-1 2 8 l I'M- FLOUR., 2 LAMP, SURFACE -MT8 ; A@R1fLiC-t�CN9 W/BATTERY BACKUP TYP. AT ALL STAIRWELLS NOTE- PROVIDE REQUIRED CLEARENCE PER NEC' 2� 02.06.07 PER OWNER `_a..•a�raea�a � Q-(�- �F J M. /t BILLY. R. 42890 2-7-0' N z to (o st ^� E W. N �- QO V w W U '� � z Q c � W z 0 E W 0 0 z ~�4. .45 . M n c Q J 0 1 N Q W M � Z w W < F- C- o <C F- � W O W J J U ° < H W T n y i -s v � CD ' 01 GARAGE LEVEL 3,4 1/8" = 1'-011 � T T Z\ 02.06.07 PER OWNER OF �• Mf M.w.rr. r.rwrr� BILLY.. rPATTERSONN; o,:r 42890 ari x 2-7-0' rr N E °0 �- Co ou W W W •� U � z 0 8 •c .�- 'R W -v v c z E W '- a Q �T ^ L Q NMI z Q v J cr Q W (.L N V / z w �- U) Q W n- o Q F- orC W O W J J U ° ©C H w DATE 10-11-06 - IFP GAR. REVISED PER OWNER FCONTROLUENCE BB BB SHEET NUMBER a m GE'2 V V C :T ti r � y tl 2 i 4 5 GARAGE LEVEL 5 1/8" = V-0. s 7 s GAR.' REVISED PER OWNER REVISIONS 02.06.07 PER OWNER it Mf 1�•..'Irtf..w� if BILLY------ 4259C) 2-7-0' r n N � I O 1 cQ _ d• �-. to E L j N � - N 00 U -- LJ J z o•= C W z E �- W o � w (00 z L 0 m J 00 J � cr VJ F— z w 2 F oC w < F- CL o Q 0 oC W oW J J U ®C w F- DATE 10-11-06 - IFP CONTROL SEQUENCE — — BB BB W - a SHEET NUMBER a GE-3 S Qi LEVEL REMOVED PER OWNER !BILLY R. PATTERSO N; 42$90 ,:.gr1 ISTIGT. 2-7-0' rR T N Ph z oI �f �' .-. tp n E ui N0 N Ct c W W U ��- d O C •c ♦ � W z C ° El uw c�Li 0 z v�M.5 hx m Z J J � Syr N a Li M � 1i/ z w X Q H EL CO Q F- H W O w J .J O LL w DATE 10-11-06 - IFP CONTROL SEQUENCE - - BB S - - BB W — a SHEET NUMBER a m GE-4 1070 THE FACTORY APTS RADAKOR/HILL & FRANK GARAGE- ONE LINE DIAGRAM, 120/208V, 1 PH, 3W MDP,200A MCB, N-3R, 42 KAIC, SE RATED PHOTO ELECTRIC CELL (PEC) FEEDER SCHEDULE: G1 PNL 200/3, 2-1/2"C, 4#3/0 & 1#6 G EXTERIOR LTG p ALL WIRE THWN COPPER,EMT W/ WATERTIGHT CONNECTORS 0 0 METER MDP CAN 2 2200A 00A • . G1 PNL 200/3 #3/0 CU METAL WATER PIPE OR SPRINKLER MIN.2044 CU ENCASED WITH AT LEAST 2" OF CONCRETELOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING. PER 250.52(A)(3) CONNECT TO REBAR. LOAD ANALYSIS G1 (LTG) DESCRIPTION VA GARAGE = 83640 SQ FT *SQ FT = 83640@ 1/2VA 41820 (7) WALL PACK LTG @ 100W EA 700 (1) WALL PACK LTG @ 175W EA 175 LTG @ 125% 53369 (10) CONV.'OUTLETS @ 180VA 1800 (3) ENTRY /EXIT GATE 6000 (1) CARD READER 1200 TOTAL NEC 'DEMAND 62369 @ 120/208V/3PH,4W 174A LOAD CALCULATIONS PER NEC 2005 ART 215.2-5 & 220.1-80 *LTG DEMAND FACTOR PER NEC 220.12 NEC 2005 #4 CU TO PWR CO XFMR 5/8"x8' COPPER GROUND ROD. G1 PANELBOARD **************************************PANEL G1******************************************* 200 MLO, 120/208V, 3PH, 60HZ, 4W, 22 KAIC, SURFACE MOUNTED N3R ISOLATED NEUTRAL, GROUND BUS, 42CKT LOAD-------- - WATTSCKT# LOAD WATTS ----WIREBKR LIGHTING(j) - #12 20/1 -_- 2770 -_- 1 ---_--_---__-WIRE LIGHTING(j) `BKR_--- 412 20/1 --CKT# 2770 2 LIGHTING(j) #12 20/1 2770 3 LIGHTING® #12 20/1 2770 4 LIGHTING(( #12 20/1 2770 5 LIGHTING(j) #12 20/1 2770 6 LIGHTING(j) #12 20/1 2770 7 LIGHTING® #12 20/1 2770 8 LIGHTING(j) #12 20/1 2770 9 LIGHTING® #12 20/1 2770 10 LIGHTING LIGHTING #12 #12 20/1 20/1 2770 2770 11 13 LIGHTING LIGHTING #12 #12 20/I1. 20/!1 2770 2770' 12 14 LIGHTINGO #12 20/1 2770 15 LIGHTING® 412 20/1 2770 16 LIGHTING #10 20/1 2770 17 LIGHTING m #10 20/1 2770 18 LIGHTING O #10 20/1 2770 19 LIGHTING® #10 20/1 2770 20 OUTSIDE LTG® 410 20/1 2770 21 OUTSIDE LTG® #10 20/1 2770 22 GFI RECEPTACLE #12 20/1 1200 23 CARD READER #12 20/l 1200 2i GFI RECEPTACLE #12 20/1 1200 25 ENTRY/EXIT GATE 410 30/2 2000 26;28 GFI RECEPTACLE #12 20/1 1200 27 ENTRY/EXIT GATE #10 30/2 2000 30,32 GFI RECEPTACLE #12 20/1 1200 29 ENTRY/EXIT GATE #10 30/2 2000 34,36 SPACE 1 31-41 SPACE 38-42 ------------------------------------------ ------------------------------------------ TOTAL DEMAND = 64A ALL WIRE THWN CU ALL CKTS 1/2"C UNO. ALL CKTS 1/2"C UNO. ALL WIRE THWN CU D 24 HR CKT D VIA PEC NOTE: ALL ELECT. WORK TO BE SUBJECT TO BUILDING INSPECTIONS. NOTE: ALL SERVICES SHALL BE IDENTIFIED WITH A PERMANENT PLAQUE @EACH SERVICE PER NEC 230.2 FDACONDUCTORS TO BE TYPE THWN, TN EMT RACEWAYS RY CONCEALED AREAS. REVISIONS &2 02.06.07 REV PER CLIEN' _��raOF -roe L4•k\ a � � + i� i BILLY R_ PATT+ERSO3 j.w.M �..1.N.• f,..f.......+..,......t•..,.AL Ni 42890 : grJ f;Ss. .......... 2-7-0, 0 N r, � rn r• z E cc N 04 O Ci W v z L LL c 0 w -v z c E W p v r w 0 Z ��E2 0 0 m Z.. J .¢dr 1 LL cc N a w v , I— z W co ry- <C W tl' o <C 0 OC W ® W J J U ° <C L W F- DATE 10-11-06 — IFP CONTROL SEQUENCE BP SHEET NUMBER a a� GE- ® 5 1070 THE 'FACTORY APTS THE FACTORY APARTMENTS - 1070 Drawing Contents Scale M-1.1 Mechanical Site Plan 1"=50' M-1.2 Mechanical Specifications & Details NTS M-2 Mechanical Plans - Unit Al, A2 1/4" M-3 Mechanical Plans - Unit A3, Bl, B2 1/4" M-4 Mechanical Plans - Unit B3, C 1/4" M-5 Mechanical Plans - Office, Atrium 1/4" M-6 Mechanical Plans - Building lst Floor 3/32" M-7 Mechanical Plans - Building lst Floor 3/32" M-8 Mechanical Plans - Building 2nd, 3rd, 4th Floors 3/32" M-9 Mechanical Plans - Building 2nd, 3rd, 4th Floors 3/32" 14-10 Mechanical Plans - Building Roof 3/32" E-1.1 Electrical Site Plan 1"=50' E-1.2 Electrical Specifications & Details NTS E-2 Electrical Plans - Unit Al, A2 1/4" E-3 Electrical Plans - Unit A3, Bl, B2 1/4" E-4 Electrical Plans - Unit B3, C 1/4" E-5 Electrical Plans - Office, Atrium 1/4" E-6 Electrical Plans - Building 1st Floor 3/32" E-7 Electrical Plans - Building lst Floor 3/32" E-8 Electrical Plans - Building 2nd, 3rd, 4th Floors 3/32" E-9 Electrical Plans - Building 2nd, 3rd, 4th Foors 3/32" E-10 Electrical Plans - Building Roof 3/32" E-11 Electrical Plans - Load -Calculations & One Line Diagrams NTS E-12 Electrical Plans - Load Calculations & One Line Diagrams NTS GE-1 Electrical Plans - Garage Level 1, 2 1/8" GE-2 Electrical Plans - Garage Level 3, 4 1/8" GE-3 Electrical Plans - Garage Level 5,6 1/8" GE-4 Electrical Plans - Garage Level 6,7 1/8" GE-5 Electrical Calcs - Garage NTS P-1.1 Plumbing Site Plan 1"=50' P-1.2 Plumbing .Specifications & Details NTS P-2 Plumbing. Plans - Unit Al, A2 1/4" P-3 Plumbing Plans - Unit A3, B1, B2 1/4" P-4 Plumbing Plans - Unit B3, C 1/4" P-5 Plumbing Plans - Office, Atrium 1/4" P-6.1 Plumbing Plans - Building lst Floor - Sanitary Sewer 3/32" P-6.2 Plumbing Plans - Building lst Floor - Domestic Water 3/32" P-7.1 Plumbing Plans - Building lst Floor - Sanitary Sewer 3/32" P-7.2 Plumbing Plans - Building lst Floor - Domestic Water 3/32" P-8 Plumbing Plans - Building 2nd, 3rd, 4th Floors - Sanitary Sewer 3/32" P-9 Plumbing Plans - Building 2nd, 3rd, 4th Floors - Sanitary Sewer. 3/32" P-10 Plumbing Plans - Building Roof 3/32" P-11 Plumbing Plans - Riser diagrams NTS P-12 Plumbing Plans - Riser diagrams NTS P-13 Plumbing Plans - Riser diagrams NTS GP-1 Plumbing Plans - Garage Level 1, 2 1/8" GP-2 Plumbing Plans - Garage Level 3, 4 1/8" GP-3 Plumbing Plans - Garage Level 5,6 1/8" GP-4 Plumbing Plans - Garage Level 6,7 1/8" GP-5 Plumbing Plans - Garage Risers NTS Updated 10/11/06 • Cdlege Main W ROW College Main SITE PLAN 1 " = 40'-0" ts Cn N O U a ==RCH. TE LAYOUT SHIFT) COLLEGE STATION, TEXAS 1. ENFORCED CODES: 2003 IBC; 2003 IRC; 2003 IMC; 2003 E?C; 2003 IFC; 2003 IFGC; 2002 NEC; 2003 IECQ 2003 NFPA 101 LIFE SAFETY CODE; ALL WITH CITY AMENDMENTS. SITE PLAN FOR REFERENCE ONLY SEE 1/8" DWGS FOR SANITARY SEWER AND DOMESTIC WATER LAYOUTS SEE CML DWGS FOR SITE UTILITIES /REVISIONS /1 \ 02.06.07 PER CITY COMM c OF i HILLY R.PATTFRgniu, 2-7-0 N n P, ~ � z I I W N N V W w v '� Z � •c W .a V z° G LU 0 V Q w c ° z NMI ^ o n L J Q J O � Ir W M � VJ F z W 5 F— 07 x LU Q F- O Q 0 LIJ Q W J J U ° < U. LU E-- DATE 10-11-06 - IFP CONTROL SEQUENCE - JG - JG GK BP/GK - . SHEET NUMBER ems. a= P-1.1 PIPING MATERIAL HANGER SPACING (TABLE 308.5 IPC) MATERIAL MAX. HORIZ. MAX. VERTICAL SPACING SPACING CAST IRON PIPE * 5 15 R COPP 2 10 R COPPER ALLOY TUBING 6 10 4' DIA OR SMALLER R/COPPER ALLOY TUBING 10 10 2" DIA AND LARGER CPVC I IN , i SMALLER CPVC PIPE OR TUBING, " OR LARGER [SEINCREASED lo** IPE 4 10** MAXIMUM HORIZONTAL SPACING OF CAST IRON PIPE HANGERS SHALL TO 10FT WHERE 10 FOOT LENGTHS OF PIPE ARE INSTALLEDSTORY GUIDE FOR SIZES 2 INCHES AND SMALLER UPC TABLE 7-47 LOCATION OF SEWER AND WATER PIPE INSTALLED UNDERGROUND (SEE SECTION 720.0) TABLE 7-7 MINIMUM HORIZONTAL DISTANCE REQUIRED FROM BUILDING . SEWER BUILDINGS OR STRUCTURESI............................................ 2 FEET (61Omm) PROPERTY LINE ADJOINING PRIVATE PROPERTY ............... CLEAR2 WATER SUPPLY WELLS ...................................................... 50 FEET3 (15240mm) STREAMS............................................................................ 50 FEET ` 5240 ) ON -SITE DOMESTIC WATER SERVICE LINE ........................ 1 FOOT4 305mm PUBLIC WATER MAIN.......................................................... 10 FEET5,6 (3048mm) NOTES: 1) INCLUDING PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED PORTE-COCHERES, ROOFED PATIOS, CARPORTS. COVERED WALKS, COVERED DRIVEWAYS, AND SIMILAR STRUCTURES OR APPURTENANCES. 2) SEE SECTION 313.3 OF THIS CODE. 3) ALL DRAINAGE AND PIPING SHALL CLEAR DOMESTIC WATER SUPPLY WELLS BY AT LEAST 50 FEET (15240mm). THIS DISTANCE MAY BE REDUCED TO NOT LESS THAN 25 FEET (7620mm) WHEN THE DRAINAGE PIPING IS CONSTRUCTED OF MATERIALS APPROVED FOR USE WITHIN A BUILDING. 4) SEE SECTION 720.0 OF THIS CODE. 5) FOR PARALLEL CONSTRUCTION. 6) FOR CROSSINGS, APPROVAL BY THE HEALTH DEPARTMENT OR OTHER AUTHORITY HAVING JURISDICTION IS REQUIRED. HEAT TRAP WATER HEATER HEAT TRAP IS EQUIPPED W/ A RUBBER "FLAPPER" AT ONE END OF FITTING. FLAPPER FLEXES OPEN WHEN WATER FLOWS AND FLAPPER CLOSES WHEN NO WATER FLOW BLOCKING I THE ESCAPE OF HEAT. SILENCER HEAT TRAP DETAIL N.Ts. STATE MODEL 111 9000415 24" MIN PwMallNo BEGNS AT �N SU 3 TO APT GENERAL CONDITIONS ROb ANI) .DETAIL: SHUT-OFF VALVE. WTR SUB METER. MASTER (CW) ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE GOVERNING LOCAL, " 3/4" MODEL: MJ06-1CH-AAA-2* WH STATE AND NATIONAL CODE AS THE MINIMUM REQUIREMENT WHETHER OR NOT 5/8" MODEL: MJ05-1CH-AAA-2* WHERE A S. FIED OR SHOWN ON DQUALITY WGS. DRAWINGS SHALL GIS SPECSIZE'QUANTITY :FIN F OR BETTER IS SHOWN THAN REQUIRED BY CODEOVERN SHUT-OFF VALVE (Hy y� AS USED IN THE FOLLOWING, "CONTRACTOR" SHALL MEAN THE CONTRACTOR INSTALLING WORK UNDER THIS DIVISION OF THE WORK. VERIFY MANUFACTURER'S DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW EVERY REQUIRED ROUGH -IN DIMENSIONS MISCELLANEOUS DETAILS, SUPPORTS, FITTINGS, ETC., FURNISH AND INSTALL ALL PRIOR TO INSTALLATION MATERIALS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM WHETHER OR NOT THE PLUMBING CONTRACTOR SHKLL TERMINNTL SHOWN ON THE DRAWINGS. I AT T4i. LOCJ�TjQNLINO FLANGE - 7HI4 SPf11N StiTR' CgNTRACTOR`S WORK SML S U B M ET E R RISER COORDINATE INSTALLATION WITH OTHER TRADES TO ASSURE INSTALLATION OF BEGIN AT THE AGE. MATERIALS AND EQUIPMENT AS REQUIRED FOR THE PROPER SEQUENCE OF NO SCALE (TYPICAL ALL UNITS) CONSTRUCTION. VERIFY AND INSTALL WITHIN INTENDED SPACE REQUIREMENTS ..A WITH PROVISIONS FOR ACCESS FOR SERVICE AND REMOVAL. ^'� ^ _` -,SrTHRBLOCK *PROVIDE TRANSMITTER MODEL 912-100-KAL CONTRACTOR SHALL INSPECT THE SITE AND BE INFORMED. OF THE CONDITIONS AFFECTING THE WORK. NO ADDITIONAL ALLOWANCES WILL BE MADE BECAUSE OF FAILURE TO OBTAIN INFORMATION ON SITE CONDITIONS. COORDINATE THE WORK AS REQUIRED AND DIRECTED BY LOCAL UTILITY COMPANIES STANDARDS. 'OIVISINATION WATER SERVICE ENTRY i ALL WORK SHALL BE INSTALLED IN A FIRST CLASS MANNER CONSISTENT WITH INDUSTRY STANDARDS. MATERIALS OR EQUIPMENT WHICH DO NOT PRESENT A REASONABLY NEAT OR WORKMANLIKE APPEARANCE MAY BE DIRECTED BY THE ARCHITECT TO BE REMOVED AND REPLACED AT NO ADDITIONAL COST. EXTERIOR WALL WATER RUN IN 1ST FLR CEILING SPACE HOSE BIBS FOR BLDG DRAIN DOWN FINISHED GRADE LBLDG CUT- OFF VALVE FURNISH 6 COPIES OR BROCHURES/SHOP DRAWINGS FOR APPROVAL PRIOR TO STARTING WORK. AT PROJECT CLOSEOUT, PROVIDE THREE COPIES OPERATING MANUALS, (1) COPY OF "AS BUILT" RECORD DRAWINGS, AND INSTRUCT OWNER IN THE OPERATION OF ALL EQUIPMENT.' ALL MISCELLANEOUS WORK SUCH AS EXCAVATION BACKFILL, CONCRETE, PADS, SLEEVES, ETC. REQUIRED TO PERFORM WORK UNDER THIS DIVISION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR OF THIS DIVISION OF WORK. OBTAIN AND PAY FOR ALL REQUIRED LICENSES, PERMITS AND CERTIFICATES REQUIRED FOR WORK UNDER THIS SECTION. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS .IN MATERIALS AND WORK MANSHIP FOR A PERIOD OF (1) YEAR BEYOND FINAL ACCEPTANCE IN A FORM ACCEPTABLE TO THE ARCHITECT. GUARANTEE SHALL INCLUDE CORRECTIONS OR REPLACEMENT OF DAMAGE OR REPLACEMENT TO OTHER'SWORK OR MATERIALS CAUSED BY WORK UNDER THIS DIVISION. mmommA SPECIFICATIONS PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL HOT AND COLD WTR PIPING SYSTEMS, DRAINAGE, WASTE AND VENT PIPING SYSTEMS, FIXTURES AND HARDWARE, & WATER HTRS. INSTALL DIELECTRIC UNIONS AT ALL DIS-SIMILAR METAL CONNECTIONS. HOT WATER HEATER, STATE, MAXIMUM ENERGY -EFFICIENCY, RESIDENTIAL MODEL TALL ELECTRIC, MDL ES6 52 DOCT, 50 GALLON, 4500 WATT, DUAL ELEMENT, 240 VOLT, SINGLE PHASE. 3/4" TEMPERATURE PRESSURE RELIEF VALVE; (TP & R) & INTEGRAL HEAT TRAPS (STATE MDL 9000415 OR EQUAL). WATER HEATERS MUST COMPLY WITH MINIMUM IECC ENERGY FACTOR: EQUAL OR GREATER THAN .93-.00132 X (V). BLDG DRAIN DOWN DETAIL N.T.S. WATER HEATERS SHALL HAVE CONTROLS WHICH ALLOW A SETPOINT OF 110F FOR EQUIPMENT SERVING DWELLING UNITS AND 90'F FOR EQUIPMENT SERVING OTHER OCCUPANCIES. THE OUTLET TEMPERATURE FOR LAVATORIES IN PUBLIC FACILITY REST ROOMS SHALL BE LIMITED TO 110'F PER IECC, SECT. 804 PROVIDE 1 SET OF AIR CHAMBERS AT THE WASHING MACHINE, BACK FLOW PREVENTORS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS AND' AS REQUIRED BY CODE. CUTOFF VALVES, STOPS, SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS AND AT ALL MATERIALS IN PLENUM 'SHALL BE RATED PER MECH CODE ALL FIXTURES CONNECTIONS, PROVIDE INTEGRAL STOPS FOR BATHTUBS WHERE THERE AND NEC 300-22,b. ARE NO ACCESS DOORS. CLEAN OUTS SHALL BE PROVIDED AS REQUIRED BY CODE & "FREEZE AS SHOWN ON THE DRAWINGS. ALL HOSEBIBBS SHALL . BE -PROOF TYPE" WITH FAN COIL UNIT SUSPENDED S.R. BY OTHERS BACKFLOW PREVENTORS, (2) PER TYP BUILDING, VERIFY EXACT LOCATION. IN AIR -TIGHT PLENUM. SEE ARCHITECTURAL DRAWINGS. WATER HEATERS SHALL HAVE A GALVANIZED METAL OVERFLOW PAN. (OR PLASTIC 1" FIBERGLASS DUCTBOARD WHERE APPROVED WITH 1" AUXILIARY LINE TO INDIRECT DRAIN OR DIOR. CTERALL JOIST SPACE SUPPLY AIR DUCT OR FLEX ALL HEATERS SHALL HAVE A U.L RATED TEMPERATURE PRESSURE AND RELIEF VALVE (TP & R) WITH MINIMUM 3/4" COPPER OR GALVANIZED LINE. Arl VACUUM RELIEF VALVES: WHERE A HOT WATER STORAGE TANK OR AN INDIRECT WATER SUPPLY AIR REGISTER HEATER IS LOCATED AT AN ELEVATION ABOVE THE FIXTURE OUTLETS IN THE HOT WATER SYSTEM, A VACUUM RELIEF VALVE SHALL BE INSTALLED ON THE STORAGE TANK OR SUPPLY AIR DUCT HEATER. 3/4" SECONDARY DRAIN CONDENSATE DRAIN LINES SHALL BE MINIMUM 3/4". WITH TRAP, RUN TO INDIRECT OVER TUB WITH 'ESCUTCHEON. SHEETROCK DRAIN OR FITTING AS SHOWN ON DRAWINGS. INSULATE 1ST 10' OF CDL WITH 1/2- i CEILING BY OTHERS INSULATION. RA CE OF OWNER'S REPRESENTATIVE AT MINIMUM TEST ALL WATER SYSTEMS IN PRESENCE I RETURN AIR GRILL GRILLSIDEW 100 PSIG FOR 8 HOURS. SANITARY, WASTE, AND VENTS SHALL BE TESTED WITH 10, CEILING OR LL HEAD OF WATER FOR 8 HOURS WITH LEVEL OF WATER TO REMAIN UNCHANGED. TAIL PRIMARY DRAIN TAILPIECE LAN OR TO I� I I PROVIDE AIR TIGHT SANITARY, WASTE VENT PIPING, AND STORM DRAINAGE PIPING LATERALS AND RISERS ( ) BATH w/ 1/2" INSULATION 1/ � �( ACCESS PANEL FOR CRDS SHALL BE SCH 40 PVC AS ALLOWED BY LOCAL CODE. I� ACCESS PANEL BY MECHANICAL AT CLUBHOUSE, WATER PIPING SHALL BE UG SEAMLESS DRAWN COPPER : TYPE M CONTRACTOR TO PROVIDE FULL ABOVE GROUND WITH 95-5 TIN -ANTIMONY SOLDER JOINTS FOR MINIMUM 100 PSIG ACCESS FOR MAINTENANCE AND TEST OR TYPE L BELOW. INSTALL UG BELOW FREEZE LINE. N ®� REMOVAL. FOR RESIDENTIAL BLDGS, DOMESTIC WATER LINES UP TO 2" CIS WILL BE FLOWGAURD TYPE CPVC WITH SOLVENT CEMENT/ PRIMER APPROVED FOR USE WITH TU FLOWGAURD GOLD PIPING SYSTEMS. DOMESTIC WATER LINES GREATER THAN 2" AND UP TO 16" IPS WILL BE CORZAN TYPE CPVC WITH SOLVENT CEMENT/ PRIMER APPROVED FOR USE WITH C MS (INSTALL PER MFG.'S INSTALLATION INSTRUCTIONS) WIR TYPE K COPPER) WITH LEADFREE SOLDER. Q FLOOR DRAINS SHALL BE OF THE DEEP SEAL TYPE WITH FLUSH BRASS FITTINGSER AND 1/2" TRAP PRIM. IF APPROVED BY LOCAL INSPECTOR, FLOOR DRAINS BY SECTION AT FAN COIL SECTION PROSET SYSTEM TRAP GAURDS MAY BE USED WITHOUT TRAP I PRIMER. NO SCALE H-/'LYR/MECH/AHU-CLG INSTALL ALL PIPING SYSTEMS SO THAT THEY WILL NOT BE SUBJECT TO ANY UNDUE STRAINS OR STRESSES AND PROVISIONS SHALL BE MADE FOR THE EXPANSION. AND CONTRACTION, AND STRUCTURAL SETTLEMENT. INSTALL MIN! 6" SAND FILL AROUND ALL UNDERGROUND PIPES SANITIZE/01U42H DOMESTIC WATER SYSTEM PER STATE STANDARDS. CHECK WATER PRESSURE AVAILABLE AT SITE AND INSTALL PRESSURE REDUCER IF REQ'D TO LIMIT 8OPSI AT BLDG ENTRANCE ALL WATER PIPING AND TRAPS IN EXTERIOR WALLS SHALL BE INSULATED WITH MIN. 1 /2" ARMAFLEX VAPOR SHIELD INSULATION. WATER PIPING SHALL NOT BE INSTALLED IN ATTICS OR EXTERIOR WALLS WHERE SUBJECT TO FREEZING TEMPERATURES. CONFIRM ALL TRAPS ARE FULL OF WATER AFTER INSTALLATION. CO-ORDINATE WITH POOL CONTRACTOR AND PROVIDE 1 " WATER SUPPLY, BACKWASH, BACKFLOW PREVENTOR, AS REQUIRED FOR POOL EQUIPMENT.' ALL PENETI?ATIONS THROUGH FIRE RATED WALLS AND FLOOR CEILING ASSEMBUES SHALL BE INSTALLED AND SEALED TO MAINTAIN FIRE RATING WITH U.L LISTED R-13 INSULATION ASSEMBLIES. MATERIALS AND SEALANTS. VERIFY ACTUAL REQUIREMENTS WITH LOCAL --- BUILDING OFFICIALS. SIDIN HEETROCK SHOWER HEAD WITH WASHER SHUT-OFF VALVES SHALL BE 3 4" - 1/4 TURN FULL OFF MOUNTED IN HEATED t " FLEX HOSE RECESSED WASHER BOX. VERIFY PLASTIC WASHER BOX MAY BE USED IN TENNANT UNIT WALL IF SHEETROCK ENCASED PRIOR TO INSTALLATION. BREEZEWAY _ INSTALL AN IN -LINE VACUUM FREEZE BREAKER AT HAND HELD UNIONS SHALL BE INSTALLED IN THE WATER SUPPLY PIPING WITHIN 12 INCHES SHOWER HOSE. (305 mm) OF REGULATING EQUIPMENT, WATER HEATING, CONDITIONING AND SIMILAR PROTECTION WTR PIPE W/ 1 /2" INSUL EQUIPMENT WHICH MAY REQUIRE SERVICE BY REMOVAL OR REPLACEMENT IN A (TYP ALL BLDGS) DOWN AND UNDEERR BREEZEWAY MANNER WHICH WILL FACILITATE ITS READY REMOVAL . MAX. 7" ' CONTROLS SHALL BE WATER SUBMETERS SHALL BE MASTER METER, 3/4" MODEL- MJ06-1CH-AAA-2, BETWEEN THE OPEN SIDE TRANSMITTER MODEL 912-100-KAL OF THE BATHTUB AND FOR ALL TUB AND TUB/ SHOWER COMBINATION PROVIDE INDIVIDUAL CONTROL VALVES THE MIDPOINT OF THE TUB OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION WIDTH OF THE BATHTUB. 9 PRESSURE-BALANCED/THERMOSTATIC MIXING VALVES CONFORMING TO ASSE 1016. VALVES SHALL BE EQUIPT TO LIMIT THE MAXIMUM SETTING OF THE VALVE TO 120 F. 10 -I:/LYR/SPECS/P I_U M HC ADAPTABLE DETAIL NO SCALE IN 1 \ 02.06.07 PER CITY COMP "%tl^titi -k { i OF E M� !BILLY R_�PATTERSONI �++ .rw+....... _ •� A:_ ,¢ +42890 Pari #T# . L&A L. 2=7-0, r� N h h CD t.,J h z I 0 i �O _ et ^ h CC W N ` V. N "c v W z off' c R w z c E W o v 0 ul 0 12 Z _M h L O h J a Q I W M M VJ z uj C Q rlr W ^Q^ ~ 1� O H LL w W (_ J I— J O Q L!_ W Z F_ F - IFP CONTROL SEQUENCE GK GK - a SHEET NUMBER a m P-1.2 rc 8 1070 THE FACTORY APTS (D O 1/2"CW 1/2-MM 1/2"HW TO DW TYP. STOP PIPING SIZED TO PROVIDE 15 PSI TO REMOTE FIXTURE 1/2'I4W 1/21HW 1/2•CW 1/2'CW I -A KITCHEN SINK I' - • « .7 tip• PIPING SIZED TO PROVIDE 15 PSI TO REMOTE FIXTURE �7:,•i',i3JI&I13`l ABBREVIATIONS AFCI ARC FAULT CIRCUIT INTERUPT HW HOT WATER AFF ABOVE FINISHED FLOOR KS KITCHEN SINK AFG ABOVE FINISHED GRADE LAW LAVATORY AC AIR CONDITIONING MC METER CENTER AHU AIR HANDLING UNIT MW MICROWAVE ST BATHTUB PC PULL CHAIN CA COMBUSTION AIR PEC PHOTO ELECTRIC CELL CD CONDENSATE DRAIN PRV PRESSURE REDUCING CDL CONDENSATE DRAIN LINE VALVE CO CLEAN OUT R/O RANGE OVEN CRD CEILING RADIATION DAMPER S SINK CU COPPER SE SERVICE ENTRANCE CW COLD WATER SG0 SINGLE GANG OUTLET D DRYER- SH SHOWER DP DISPOSAL TC TIME CLOCK DW DISHWASHER TEF TOILET EXAUST FAN DV DRYER VENT T&P COMB. TEMP. & EDH ELECTRIC DUCT HEATER PRESSURE RELIEF VAVVE EDF ELECTRIC DRINKING FNTN LINO UNLESS NOTED OTHERWISE EDO ELECTRIC DOOR OPERATOR UR URINAL EF EXHAUST FAN VRV VACUUM RELIEF VAVVE FACP FIRE ALARM CONTROL PANEL VTR VENT TO ROOF FBO FURNISHED BY OTHERS W WASHING MACHINE FCU FAN COIL UNIT WC WATER CLOSET FD FLOOR DRAIN WH WATER HEATER FU FIXTURE UNITS WM WATER METER GFI GROUND FAULT INTERRUPTER Wp WEATHERPROOF GPM GALLONS PER MINUTE HVAC HEATING, VENTILATION, AIR CONDITIONING I I• 1/2-H&C 1/2'HW I 3/rCW / �— 1/2"HW LAV 1/2"CW ' SHOWER STEM `�- TYP. SrAn "AIR CHAMBERS" AT ONE LOCATION (MIN) RECESSED WASHER BOX WITH 1/4 TURN FULL OFF VALVES(SHEET ENCASED) SUPPLY 3/4'CW 3/4'MM UNIT SHUT-0FF 'UB METER WC TUB VALVE W/INTEGRAL STOPS IEATER L- 1/2'CW PROVIDE "PRESSURE —BALANCED" THERMOSTATIC MIXING VALVE AT TUB/SHOWER. ISO DETAIL — 1 BATH UNIT N.T.S. NOTES: 1. VACUUM RELIEF VALVES REQUIRED ON WATER HEATERS LOCATED ABOVE FLOOR LEVEL. EXPANSION TANKS REQUIRED. 2. WASHER BOXES LOCATED IN RATED WALLS TO BE SHEET ROCK ENCASED 1/2"HW �— 1/2-CW 1/2'HW 3/4"CW I , G 'I 1/2"CW —: 1/2"HW I LAV WC PROVIDE "PRESSURE —BALANCED" THERMOSTATIC UNIT SHUT -� MIXING VALVE AT TUB/SHOWER. OFF SUB METER 3/4"HW 3/4"CW TUB VALVE WATER HEATER W/INTEGRAL STOPS "AIR CHAMBERS" AT ONE LOCATION (MIN) • 1 /2"CW —RECESSED WASHER BOX —1/2"HW WITH 1/4 TURN FULL OFF VALVES(SHEL7 ENCASED) I 3/4"CW KITCHEN NOTES: 1/2"10 SINK 1. VACUUM RELIEF VALVES REQUIRED ON WATER HEATERS LOCATED 1/2"CW ABOVE FLOOR LEVEL. •— 1 /2"HW EXPANSION TANKS REQUIRED. 1/2•CW 2. WASHER BOXES LOCATED IN RATED WALLS TO BE SHEET ROCK ENCASED TUB VALVE - L ICEMAICQR VALVE IN W/INTEGRAL STOPS OCI ENRECESSED BOX, CASED. ISO DETAIL — 2 BATH UNIT N.T.S. WC - LAV 3/4"HW 3/4'CW 1 /2"HW 1/2"CW 1/2"CW ---; 1/2"HW , 3/4-H&C . UP FROM WATER HEATER 1 /2"H&C DOWN WALL TO SINK/DW... 1 //2"CW TO WC 1 /2"CW 1 /2"HW 3/4"CW 1 /2"HW 1 /2"H&C DOWN WALL TO WASHER BOX. 1 /2"Cl UNIT Al 1/4" = 1'-0" UNIT A2 1/4" = 1'-0" 1 /2"CW 1 /2"CW 1 /2"HW 1 /2"HW 1 /2"CW VALVE REVISIONS & 2/01 /06 REV PER ARCH H I I µL Y 7Y}V�/ P '}},''T fir• �R +/may I�M� u....w � �4.. \ �/ 0 42890 : sr:0 t�fl�s �/STEVL�'�t��_s f�j�►►�ttNAL-� 7 N n t' f- � zoco o�r E w 00 �- 0 U W L z LOL c � W •v z c E W T 0 Ld c C N z �Lo L. O m c J Q O i N W VJ z W � � Ug LL ^ QW H �- o Q 0 I- LLJ OW J U ° Q U— W F_ DATE 10-11-06 — IFP 12-11-06 — REV IFP F EQUENCE BB BB — a z SHEET NUMBER a m P-2 v F �—d SV"N34nN 133HS es or Wu/or as or 3 CO) N Mom IONMOO E dJl A3N — 90—tt—ZI d -181 :-99 000:— lit L — 0 L MVIIJ a ON at rf, z 0 CA CA(D OD > > 0 ;: -j CA 0 r;u 0 Z 0 0 ;u m z 0 Q. m 0 --n n z(D co 0 M 0 0 OD 20, M 0) 1 0 z to -i 1 14 14 H3XV3H 831 NOW do ow. *X013 ZGHSVM 01 TIVM NMOG OVH.Z/L 110-1 [ = jlv/ L HOOIJ iSHIJ - 39 ilNn I T-6�-n-Wm ...... ..... .......... ... 00ANIS —OJ- N�oa 31PH.Z/ L MH.* mo.il/T I \ \/ / I R 1- 7-7- FF Na/dn oM3.Z/L da w.M MG. MH.Z/L MH,Z/L MO.Z/L M3.*/9 .Z/L MN J32Jj 0/8 z" ZA moz/l do mo.z/ L J do mH.M 110-1 L L H00-1-4 CIN003S - ZO ilNn Na/dn m3.z/L 3AWA Om 01 MO.Z/1 110-4 LO ilNn I B*L:rw HO-J = 131/[ CV ilNn M3.z/t MH.Z/t L H3XM331 0 SNOISIA38 I mmmm REVISIONS 1 /2"CW TO WC 1 /2"CW 1 /2"HW 5 i N r U Q T O U 0 0 0 W ' O UNIT C2 1/4" = 1'-0" —1/2"CW 1 /2"HW 1 /2"CW VALVE 1 /2"CW — TO WC 1 /2"HW — 1 /2"CW 3/4' HEATER, 1 UNIT B3 1/4" = 1'-0" UNIT Cl 1/4" = 1'-0" 1 /2"CW —1 /2"HW —1 /2"CW OF oil j$IL�LY,R PATTERS( I !r :. �42890 :` r /STE%%�t%�".t' fAL r N n � z �o Ito � Er W N �- 0 04 -- U E W L z 0 c ( W z E w r r Lai 0 u N zto M +''''' v O ^ m S J Q J � N Q W M � DATE 10-11-06 — IFP 12-11-06 — REV IFP CONTROL SEQUENCE — JG BB JG/JA JG BB GK GK — a SHEET NUMBER a 0P-4 1RADAK R%HFACTORY LL &RFRANK REVISIONS I G CD F--+ 0 W ' O SA000 O � 4 O\ O O RETURN AIR DUCT WITH FULL 90 ELBOW TO UNIT FOR NOISE SUPRESSION. �2 OUTSIDE AIR DUCT, SEE A/C SCHEDULE FOR SIZE AND CFM. �3 PLATFORM MOUNTED FCU, SEE A/C SCHEDULE FOR SIZE. ® FULLY ADJUSTABLE DAMPER FOR OAD. �5 CLASS B DOUBL.EWALL GAS FLUE, VTR. © COMBUSTION AIR DUCTS, 12" HI—LO. OFFICE AND ATRIUM - FIRST FLOOR 1 /4" = 1'-0" SEE DWG P-7.1 AND P7.2 FOR PLUMBING WM. ♦� v N h h � z I , I TT � d- _ T h T E W 04�" v v C L u z W Z E W T 0 T N 1®i T W u o z �M� L. O h c G Z � m .. J J � him N Q W M V J F— z W oC 8 Q W (L o Q 0 L� W W F U ° Q w 1-- DATE 10-11-06 — IFP 12-11-06 — REV :IFP] CONTROL SEQUENCE — JG BB W JG JG BB GK — — W a SHEET NUMBER a d P-5 v 1070 THE FACTORY APTS RADAKOR/HILL & FRANK REVISIONS (D EQUIPMENT IN ELEVATOR SHAFT FOR MAINT. z(1YP.) x SAT BOTTOM t' V OF SHAFT ElGFI ELEV. AT OP OF SwFT `'UMIJ ,..i UMP EE(L� (EVI . EtEV� 6 PNL 0 ®` I x R MF 1 TO PNL H 30/2... ® "CKT # 32.34 A..,............. ELEVATOR PIT/EQUIPMENT ROOM N.T.S. loom-111-11-4 ol 111L : �•� 1 AREA OF VENT. 3.59E OF SHAFT AREA OR MIN. 3 SQ. FT. AT TOP OF ELEVATOR SHAFTS. NORMALLY CLOSED, OPENS AUTOMATICALLY BY FIRE ALARM INITIATION OR LOSS OF POWER. CAPABLE OF MANUAL OPERATION AND RESET. ELEVATOR EQUIPMENT NOTES: © PNL EL 60/2 SHUNT TRIP 120/240V 1 PH 1-20/1 CONVENIENCE OUTLET #12 1-20/1 LTG #12 1-20/2 SUMP PUMP #12 1-20/1 ELEV. LTG #12 1-30/2 M18YE(MINI SPLIT) #12 1-20/1 EXHAUST FAN (EF) #12 ®FUSED D/S PER ELEV. SPECS, LOCKABLE ©WALL MOUNTED EXHAUST FAN, 150 CFM, ELECTRICALLY OPERATED SHUTTER, TO T—STAT SET AT 757. ®FRIEDRICH AHU MODEL M18YE ® LOCKABLE SWITCH FOR ELEV. 120V PWR. ® HEAT DETECTOR FOR AUTOMATIC RECALL, AT EVERY FLOOR ®FRIEDRICH CONDENSER UNIT MODEL M18YE WG P-7.1 j� N z�wo I j 1= E Lu .. 10 �- U W ``' U •N z� � �� LL. ♦R w v v Z c E ui r x T 0 Q c Q z Ld O m c J Q I W N M V J Z W 5 G co X a W In Q o 0 oc w oW F� U J ° Q LL W Z F— DATE 10-11-06 — IFP 12-11-06 — REV IFP CONTROL SEQUENCE GK JG BB S JG JG BB m GK BP — n SHEET NUMBER a K P-6. 1 S2 t s [lOMC�P►� n EQUIPMENT , IN U I L D I N G- FIRST FLOOR ELEVATOR SHAFT 3/32" = 1'-0" FOR MAINT. (TYP-) AREA OF VENT: 3.5X OF SHAFT AREA OR MIN. 3 SQ. FT. AT TOP OF ELEVATOR SHAFTS. z NORMALLY CLOSED, OPENS AUTOMATICALLY BY FIRE ALARM INITIATION OR LOSS OF POWER. T BOTTOMffm t'I CAPABLE OF MANUAL OPERATION AND RESET. OF SHAFT GI/ i'fl ELEV. AT OP OF ii501 . ..._, ..... . . .. . ... �� SUMIJ ;.,,,»».... MP __.... ELEV. PNL ELEV-�0 R `'Vr OR, 30/2 . TO PNL H CKT # 32.34 «...,. > ELEVATOR PIT/EQUIPMENT ROOM N.T.S. ELEVATOR EQUIPMENT NOTES: © PNL EL 60/2 SHUNT TRIP 120/240V 1 PH 1-20/1 CONVENIENCE OUTLET #12 1-20/1'LTG #12 1-20/2;SUMP PUMP #12 1-20/1 ELEV. LTG #12 1-30/2 M18YE(MINI SPLIT) #12 1-20/1 EXHAUST FAN (EF) #12 (2)FUSED D/S PER ELEV. SPECS. LOCKABLE ©WALL MOUNTED EXHAUST FAN, 150 CFM, ELECTRICALLY OPERATED SHUTTER, TO T-STAT SET AT 757. ®FRIEDRICH AHU MODEL M18YE (J)LOCKABLE SWITCH FOR ELEV. 120V PWR. ®HEAT DETECTOR FOR AUTOMATIC RECALL. AT EVERY FLOOR ®FRIEDRICH CONDENSER UNIT MODEL M18YE iWG P-7.2 �: ILLY R. PATTERSON fM} N.......JVAL•� ,Cs •► r� N rl r � v ^ ZI CO o� E w v -4 c C W w V -y N Z L� � d -C z 'R w �u v z c E W s v LA 0 O Z N LO M v1 Oce ^ m C G Z � .. 00 J Ofr < N 1 W V ) Z 5W L Q w ~ ^Q 1..� Q O 0 W oW U J J ° Q u— TW 1 F 1-06 — IFP 1-06 — REV IFP FKBGP EQUENCE BB W BB m— a SHEET NUMBER a P-6,2 8 & FRANK REVISIONS (D SEE DWG P-6.1 ILDING - FIRST FLOOR 0 z I coo E w uv U C w Z C •C W Z° C ui - w 0 Li 0 z �iM Oc (L Q �y. N a w L.L M � V J z w co X Q ~ n' O aF- c/) oc W oW J U ° Q w w z F— DATE 10-11-06 - IFP 12-11-06 - REV IFP FKBGP EQUENCE BB BB m— a 2 SHEET NUMBER a P-7.1 E 8 W 0 REVISIONS _ SEE DWG P-6.2 ILDING - FIRST FLOOR 1'-011 _`.rr\tia1� a1, i {3F BILLY R. PATTERSON . I.N........... •�•.r.�N....NN.r. �=. �42890 rvr 0 ; - 400 ST NA L v ^ � ^ r ^_ E W 04 v v U C W •ai U z W c 0 C ♦ � W v z° ° W �- x ° z w O � in n .' ° m C G Z � .. J ItW N M � V / Z W co Q W F— a— Q O F— w O w F— CU � J ° Q LL W F- DATE 10-11-06 - IFP 12-11-06 - REV IFP IE W a R ri SHEET NUMBER o�. P-7,2 ^x� V REVISIONS 0 �1 5 SEE DWG P-9 BUILDING - SECOND FLOOR 3/32" = V-0" TYP. FOR 3RD AND 4TH FLOORS EXCEPT AS NOTED ' - - - - - - - - - - - - - - --------------i I � 1-1/1"ym UP ; WDOWN 1-1/2%W UP FROM BE" ' 1-1/2'VENf UP 3"UP I 1/2'VFP1f r ---- 2'VENf UP r gm 1 1-17' UP 1-1/2 BELOW BELOW 1-1/2 \- B.................: B -------------------I BUILDING - THIRD FLOOR (PARTIAL; 3/321T = 1 -0 7 ■ A■ % - i — =� 132-UPPER I -------------------I BUILDING - FOURTH FLOOR (PARTIA 3/32 = 11-011 L) j� N r � v ^ z(00 o� E W 00 %.1. CO U W `u U Z �•c � ♦R W � v Z c E a W '- O W Q Z r�n/� VI d- O (o n � m c J J < N Q W M � DATE 10-11-06 - IFP 12-11-06 - REV IFP a SHEET NUMBER a Qi m P-8 1070 THE FACTORY APTS RADAKOR/HILL & FRANK W O REVISIONS (D DWG F fTl 0 0 3/32" = V-0" — —'— — 'VEPti UP /^ I ( J I i i �I 3/32" = V-0" I — — — — — — — — — 2'VEI 2-UP r 2'U /2-VErrr UP ---ft ` 3/32" = 1'-0" i UP B / / / B2-UPPER / 2 / "UP / / / '132-UPPER / loves UP / / / / OF BELLY R. PATTERSO�V yv��s 'o c/s-rE%.0,t��vs j� v 7 N � r, r � z E w OD �v� 0 U w W v .L � z o L�L c C'3 W -v z° Lu T 6 Li 0 z O v m Z Z .. J < crN Q M � DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE JG JG BB JG JG BB m GK BP - a z SHEET NUMBER a P-9 8 REVISIONS BUILDING - ROOF 3/32" = V-0" BILLY.R. PATrERSON . {tN............ -N..�. 42890 j� N � v � z�co 1 j Fc � co w v co 4 W ``' 0 .N ZLL. �- (D c UL•c ♦R W � v Z c E Lu o w C Z O M it f- m m G Z J < 1 W N M Q � V / Z 5W L X W H ^^ Q 0 W O w U J J ° �C H w F— DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE JG JG - JG JG - W GK - - a SHEET NUMBER a n. Fm p 0 S 8 IL W w 1070 THE FACTORY APT; RADAKORMILL & FRANK REVISIONS 0 s F N ❑A v it 3rX WeAMNS MM BLAB nw] F.D. F.D. En Dam swo 3' rt-t/Y 1 SDiC 3rx I/r sm E v 1 C v F 3 rx PLUMBING PLAN - RISERS DIAGRAMS NOT TO SCALE BILLY .11�.4L/.. TT ....:: �.. �.w1.M� .. • �RMON �• 42$90 -a rc � v � z '� 1 co d- ^ co r E w v " N v v C Lu w U 'L- Z L W •C O R W 'D v Z c E W -0 O 0 0 Z taJ �' N O M c m x� J QO J < W m 04 V ) Z Lu r Q F- a— O 0 W O W F— J J U ° a U. W F- DATE 10-11-06 — IFP 12-11-06 — REV IFP CONTROL SEQUENCE — — BB IE — — BB a I a d Fm i 8 W REVISIONS (D ID P P P P P P P P 11 1 13 1 15 16 17 18 2r M. M. 2rro. M. 3rx 3rx 3r -1/yr SINK SINK SINK I 1 m 3OX 3rx 3rx m PLUMBING PLAN - RISERS DIAGRAMS NOT TO SCALE T4t j jHILi.Y .... .....:�.. ..«.R: PATTERSON 42880 : a jZ NO2 02 z w v U W W U �� � z u- ��� G W Z C ° ui '- O w C z M 12 o12 m x� OD O I W N � V ) F— z w 75 rco Qw F— a- o Q 0 �- F- W oW F- C.r) ° Q LL w I -- DATE 10-11-06 — IFP 12-11-06 — REV IFP FCONTROLEQUENCE BB BB a Z -- SHEET NUMBER ate. P-1 2 52 f 8 w 1070 THE FACTORY APTS RADAKORMILL & FRANK REVISIONS 0 5 P P P P 21 2 23 2 LAV 1-1/211 1 1 1 201FLOOR DUN I I I SHOWER I I I 2rFLQOR DRAW 1-1, LAV sm o0 LAV 2"FLOOR DRAIN I I I. SHOWER I I I 2rFLOOR DRAW 1-id [AV 2' 2�1 2• 2' 2'FLOOR DRAIN � SHOWER rFLOOR DRAW 3" SIw EIJ -1-1/2' SINK r HK y!r HK 27 NK WATER HEATER St 3/4rH&C TYPICAL FLEX CONNECTOR EXPANSION TANK (OMIT IT NOT REQ'O) 3/401P TYPICAL DRAT DRAW PAN-- 3/41M TD-Po" UNIT PLAN 1"CW SUPPLY- 3/4"H!C TYPICAL FLEX CONNECTOR EXPANSION TAW (OMIT IF NOT REQ'D) 3/4'TP TYPICAL. DRAT DRAW PAN —PLAN 3/4'HteC UNIT 1-1/4r O 28ATH UNITS 1' O 1 BATH UNITS 3/4rH&C TYPICAL. FLEX CONNECTOR EXPANSION TANK (OMIT IT NOT REQ'D) 3/4'TP TYPICAL DRAT DRAW PAN- 1-1/4"CW SUPPY 3/4-W UNIT PLAN REFER TO BUILDING - PLANS FOR TAP SIZE 1 "CW SUPPLY - 3/4"H&C TYPICAL FLEX CONNECTOR EXPANSION TANK (OMIT IF NOT REQ'D) 3/4'TP TYPICAL DRA DRAW PANS NOT —� REQUIRED AT 1ST FLOOR WATER HEATER S 3/4"H&C LYE TYPICAL. FLEX CONNECTOR EXPANSION TANK (OMIT IF NOT REO'D) MIN 3/4"TP TYPICAL DRAW PAN- 2"FLOOR DRAW 3/4rH&C Tc,__Jo�l UNIT PLAN IOCW SUPPLY- 3/4"H&C TYPICAL. FLEX CONNECTOR EXPANSION TAW (OMIT wN 3/4"TP MMAL DRAW PAN- 20FLOOR DRAW 3/401M TO__!rv,00_0 UNIT PLAN 1-1/4" O 28ATH UNITS I O 1 BATH UNITS 3/4'H&C TYPICAL FLEX CONNECTOR EXPANSION TANK (OMIT 2 IF NOT REQ'D) WN 3/4'TP TYPICAL DRAW PAN- 1-1/4'CW SOPPY 2rFLOOR DRAW 3/U PA REFER TO BLRLDINO- PLANS FOR TAP SIZE 2rFLOOR DRAIN SUB-IETF.RW6 UNIT 11�TLON VALVE 3/4"TP&R 1"PAN DRAW 20FLOOR DRAIN 3/4*7&R 1"PAN DRAW 20FLOOR DRAIN PLUMBING PLAN - RISERS DIAGRAMS NOT TO SCALE rR v N � � z 1 j ^ n E LL W N "v� N V W '0 0 z L �� 0LL r� w 'a V z C E T w '- O Q 0 � Z w � to N 2 O irP, m Z X J Q J O i w M � U) I— z W `75 1 C/) W I— CL 2 Q 0 I- W O uj J U ° L- w F_ DATE 10-11-06 — IFP 12-11-06 — REV IFP CONTROL SEQUENCE IE a SHEET NUMBER a P-1 3 W 0 0— � 0-- I 5 4 5 GARAGE -LEVEL 1,2 6 7 8 9 3 GAR. REVISED PER OWNER REVISIONS 2\ 02.06.07 PER OWNER Mf i BILLY R. PATTERSON; 42890 2-7-0' r, 0N z� i IM 00 w OD v�� w z �°� � W z° Q0 0 So- z t. Q M - Xh Q OD 0 rr (.J_, N Q W M 2 v z l.l.! X Q LLI ~ �- <C o F- L� W Q W U J J < w w F DATE 10-11-06 — IFP CONTROL SEQUENCE — GK — SHEET NUMBER a d a GP-1 Q- - S N i T V ^V C m� j. `Y T! s i T s 4 GARAGE - LEVEL 3,4 1 /8" = 1'-011 6 � 7 8 $� wr••rr•!�r#!i BILLY R..IPATTERSONi 42 M. :MiIN•lM...•1..t1 r+�wl..t Ma•1M7w11 lot 2-7-0 N ~ z I 100 E LuuJ N N U LLJ W U 0 z o`c � W z W Q 0 0 z �i 0 ^ ° m c G z � .. Q J Q Syr I W U) F— z w F- X H O Q � w O w J J U ° �C u- W 1-- DATE 10-11-06 — IFP CONTROL SEQUENCE — — BB — — BB SHEET NUMBER 1070 THE FACTORY APTS RADAKOR/HILL & FRANK GAR. REVISED PER OWNER a a m GP-2 �A 67 8 7 s r g GAR. REVISED PER OWNER m 1"Y A 1"N A /\ r-- 1 r%/ r 7 t— 2\ 02.06.07 PER OWNER -.r _�j%.%v ti*4 %%11 =OF !BILLY R :. PA TTER SO N: 42890 'ark 2-7-0' N r zo�. o� E N cc) v w-- w 'c � W z E W rcr- r i 0 z uj to N O° � m fin( J co O �r�rr W 1�L M � v ) z w X W Q F- Q0 h-- w O w J U ° < LL w F— DATE 10-11-06 — IFP CONTROL SEQUENCE - - BB - - BB a " SHEET NUMBER a GP-3 RADAKOR/HILLI &V.\ FRANK1 f\I I V GARAGE - LEVEL -6,7 1/8" = 1 1-011 LEVEL REMOVED PER OWNER REVISIONS 2\ 02.06.07 PER OWNER BILLY . R PATTERSON; . ......... ---, 42890 . wo 4:Dk ii} /STE% k%%ONALt 2-7-0' 7 C*4 r, to Cc fl- E 0 1w N 00 N w z 0 V z 0 E uiC) LJ 0 Z �j -* Lo 0 0 r; Ot to r- m 00 0 cc_ CD Ld 04 U) F-- z w w rr x Lu < F- m :z, < 0 w 0 C) w 0 < u- w 'r F- DATE 10-11-06 - IFP CONTROLSEQUENCE BB M BB SHEET NUMBER GP-4 CD & FRANK r� RISER P1 RISER P2 RISER P3 8"FLOOR DRAIN 8"FLOOR DRAIN 8"FLOOR DRAIN 8" 8" 8" 8"FLOOR DRAIN 60FLOOR DRAIN 6"FLOOR DRAIN 8" 8" 8" 8" 8" 8" 6"FLOOR DRAIN 60FLOOR DRAIN 8" 8" 8" 8" GAR. REVISED PER OWNER REVISIONS Q 02.06.07 PER OWNER •• j �t s BILLY «. :..PATTERSON; 42890 G/STE.R, 2-7-0 �R ::N N n v r' � Zco d' to E w N 0 04 V w `'' U z O � .c ♦R w v Z c ° w '- cr.o i N z M o �nm ° J w M VJ z 5w X W H E O F. LL W oW F- U ° �C LL w F- j DATE 10-11-06 — IFP z CONTROL SEQUENCE - - 8B - - BB GARAGE RISERS NTS 0 0 �d 0 CD T7 z SHEET NUMBER �a a GP-5 1070 THE FACTORY APTS RADAKOR/HILL & FRANK REVISIONS 0.1 A/C SCHEDULE @1 ST,2ND,3D,&4th FLS. A/C CORRIDOR TYPICAL, 1.5 TON 13 SEER, SPLIT SYSTEM, W/600 CFM AHU WITH DRAINPAN. OUTSIDE AIR DUCT, FILTER RACK, AUXILIARY DRAIN LINE BRYANT MDL 213ANA018-A. TC= 17.1 MBTUH, HSPF= 7.70 W/ FIRST CO. FCU, MDL 19 MBX-6, 208V, 6KW 20/14 PLENUM BOX A/C CORRIDOR(CENTRAL PART BLDG TYP.), 2.5 TON 13 SEER, SPLIT SYSTEM, WITH 1000 CFM AHU W/DRAINPAN, OUTSIDE AIR DUCT, FILTER RACK, AUXILIARY DRAIN LINE BRYANT MDL 213ANA030-A, TC= 29.2 MBTUH, HSPF= 8.20 W/ FIRST CO. FCU, MDL 31 MBX-8, 208V, 8KW 20/16 PLENUM BOX PROVIDE RETURN AIR AND SUPPLY AIR SMOKE DETECTORS FOR AUTO SHUT -DOWN OF ALL UNITS. EACH HEATING AND COOLING SYSTEM SHALL HAVE A SOLID STATE PROGRAMMABLE THERMOSTAT THE THERMOSTAT SHALL HAVE THE CAPABILITY TO SET BACK OR SHUT DOWN THE SYSTEM BASED ON DAY OF THE WEEK AND TIME OF DAY, AND PROVIDE A READILY ACCESSIBLE MANUAL OVERRIDE THAT WILL RETURN TO THE PRESET BACK OR SHUTDOWN SCHEDULE WITHOUT PROGRAMMING. REGISTERS SHALL HAVE ADJUSTABLE BLADES FOR AIR FLOW BALANCE AND SHALL BE STEEL WITH WHITE FINISH SIZED AS SHOWN ON DRAWINGS WITH NOTED AIR PATTERNS. IF REQUIRED, FURNISH UL RATED FUSIBLE LINK DAMPERS AT 1 HR PENETRATIONS. PROVIDE ADJUSTABLE DAMPERS WITH FILTER ON ALL OUTSIDE AIR DUCTS. NOTE: OUTSIDE AIR INLET SHALL MAINTAIN MINIMUM (10) FEET FROM AN APPLIANCE VENT OUTLET, A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM OR THE DISCHARGE OUTLET OF AN EXHAUST FAN, UNLESS THE OUTLET IS (3) FEET ABOVE THE OUTSIDE AIR INLET. PER UMC 906.6.1 PROVIDE ADJUSTABLE TAKE OFF FOR ALL FLEX CONNECTIONS TO MAIN DUCT. MECHANICAL CONTRACTOR MUST PROVIDE TIME DELAY RELAY. THERMAL EXPANSION VALVE AND R-410A SYSTEM REFRIGERANT CHARGE TO OBTAIN 14 SEER SYSTEM RATING. PROVIDE OVERFLOW PAN W/ FLOAT SWITCH CUT-OFF. PROVIDE AUX CONTACT FOR FIRE ALARM SHUTDOWN. OUTSIDE AIR REQUIREMENTS [AC# CORRIDOR TYP. ( A/C 1.5 TON) CORRIDORS ® 1 ST FLOOR = 3320 SQ FT NATURAL VENTILATION PER 2003 IBC, SECT 1203.4.1 OPENABLE DOOR AREA = 134 SQ FT X OPENING TO OUTDOORS PER ADJACENT VENTILATED FLOOR . AREA: (134 SQ FT/3320 SQ FT) 4.1 X NO OUTSIDE AIR DUCT REQUIRED. CORRIDORS ® 2ND. 3D. do 4TH FLOOR = 700 SQ FT CORRIDORS 700 S.F. X .05 = 35 CFM 4" AC# CORRIDOR— CENTRAL PART BLDG TYP. ( A/C 2.5 TON) CORRIDORS 0 1ST FLOOR = 3320 SQ FT NATURAL VENTILATION PER 2003 IBC, SECT 1203.4.1 OPENABLE DOOR AREA = 134 SQ FT X OPENING TO OUTDOORS PER ADJACENT VENTILATED FLOOR AREA: (134 SQ FT/3320 SQ FT) = 4.1X NO OUTSIDE AIR DUCT REQUIRED. CORRIDORS 0 2ND. 3D. do 4TH FLOOR = 1920 SO FT CORRIDORS 1920 S.F. X .05 = 96 CFM 6" *THESE CALCULATIONS ARE FROM TABLE 403.3 OF THE 2003 INTERNATIONAL MECHANICAL CODE. DWG M-7 0 T Z 'o to cc co p w v v 0 C W al .� z 0 LL. W V z c E W s pLd o Z M m co Q co . 0 W M � F— Z cW G Q w F- (L - Q 2 O w 0 w F - U -' ° Q U. LU F1-06 - IFP 1-06 - REV IFP CONTROL SEQUENCE GK JG BB ' S JG JGBB GK BP — a SHEET NUMBER m®®M-6 - 8 1070 THE FACTORY APTS RADAKOR/HILL de FRANK SEE DWG M-6 n f,f / N r U 6 U fTl U - W j W 1If_OLDING - FIRST FLOOR .1 f REVISIONS r t1t . .M•w►..twt.•wtw i BILLY R. PATTERSON �ww.ww:N.tM.tM....w.wt. ••�wt.wNwt.ttMltt 42890 �t�t 'ANAL. V N I� � r- zg�i (o sh OD c0 n � E W v v v ui W v Ic � z_ w -v z° c Lu -0 o z �12 OM J li N a W M � DATE 10-11-06 - IFP 12-11 •-06 — REV IFP rOL SEQUENCE JG 8B JG 8B BP — a SHEEP NUMBER 06. J� ..7 M-7.1. 8 1070 THE FACTORY APTS RADAKOR/HILL de FRANK s REVISIONS 0- W U t� N 3 'U n 0 a; n r, i U n j n rn lam/ 1 i SEE DWG M-9 BUILDING - SECOND FLOOR 3/32" = 1'-0" TYP. FOR 3RD AND 4TH FLOORS EXCEPT AS NOTED I — — — — — — 1 I I � I I t t 1200 cFM EXPOSED SPIRAL DUCT (TYP) 1200 CFM EXPOSED SPIRAL DUCT TYP I ul ® �o m r e a e® el -m 132—UPPER 132—UPPER �. r�211- L I i BUILDING - THIRD' FLOOR (PARTIAL) BUILDING - FOURTH FLOOR (PARTIAL) OF BILLY� ..........PATTERS61... OW ./STE AL V N ^ . 7 I � c0 �•� ddd"' �~ E w N N u � G w •� z o sv z° w o o0 z�� O n m CD nz O N U) i- z w F cf) Q I— Q O � E- Cc w 0 W F- U -' ° U U. w F- DATE 10-11-06 - IFP 12-11-06 - REV IFP i SHEET NUMBER a m 8 1070 THE WACTORY APTS RADAKOR/HILL & FRANK Ji d � � d d B2 d r,, d B2 d d t 0 1 d ' BUILDING - THIRD FLOOR iP 3/32" = 1'-0" I 0 SEE DWG I ;7/ - if, 1 200 0 � d s" d B2-UPPER d d m d 1.5 TON d ti � v 1 20 9"� 20 IBM CFM " os . 2-UPPER / r �� 2 � d 1200 CFHI fw�cdo'"' ' 'a : 9"� A c �z Oro r Q° VEN 1 d b J '~ O "► N t 0 _ Q ARTIAL) REVISIONS s .�;!sr..... ♦13 v r ^N h n 4m zto 1 1 � °° E o w v Ni � w �� z C —� 0 o•� W c z E w o w o W z N Q i W M � v, z w z LL. z .W Q W U J ° U. z F- 10 w DATE 0-11-06 IFP N CN P�. -12-11-06 REV IFP rB1BUILDING — FOURTH FLOOR PARTIA■ C1 Al 63 . Is rn US W IL ANV W V 'nlH/HO>IVM SLdV AHOJ.OVd 3H1 OLO L o L-vy S 21mrm L33HS or ai - or or 3ON3no3S '1021.1.NOa dAl A38 90- < <-z i dil - ,90—! l-0l 31Va m o 0 r 0o - a � a D 70 m > cj) •--i m z m �w o C D � Ul z 0 0 o m 3 z 0 a 9 Z �• .. m m 'P n 0030 N OD m Of � G J •�'` 068�t� :,tea i ROS831 Vd . 110 1 � IIUG�G -4008 ONICIline. C7 0 cn Co 11 SNOISIA38 [RIEVISIONS -2 02.06.07 PER OWNER 1: WA .9 NOW*= q OF .Y ...... M..PATTERSON-' 42*wR0"- i. 2-7-a 0 ABBREVIATIONS AFCI ARC FAULT CIRCUIT INTERUPT HW HOT WATER AM ABOVE FINISHED FLOOR KS KITCHEN SINK AFG ABOVE FINISHED GRADE LAW LAVATORY AC AIR CONDITIONING MC METER CENTER AHU AIR HANDLING UNIT MW MICROWAVE BT BATHTUB PC PULL CHAIN CA COMBUSTION AIR PEC PHOTO ELECTRIC CELL CD CONDENSATE DRAIN PRV PRESSURE REDUCING CDL CONDENSATE DRAIN LINE VAVLE CO CLEAN OUT R/0 RANGE OVEN CRO CEILING RADIATION DAMPER S SINK CU COPPER SE SERVICE ENTRANCE CW COLD WATER SG0 SINGLE GANG OUTLET D DRYER SH SHOWER DP DISPOSAL TC TIME CLOCK DW DISHWASHER TEF TOILET EXAUST FAN DV DRYER VENT T&P COMB. TEMP. & EDH ELECTRIC DUCT HEATER PRESSURE RELIEF VAVLE EDF ELECTRIC DRINKING FNTN UNO UNLESS NOTED OTHERWISE EDO ELECTRIC DOOR OPERATOR UR URINAL EF EXHAUST FAN VRV VACUUM RELIEF VAVLE FACP FIRE ALARM CONTROL PANEL VTR VENT TO ROOF FBO FURNISHED BY OTHERS W WASHING MACHINE FCU FAN COIL UNIT WC WATER CLOSET FD FLOOR DRAIN WH WATER HEATER FU FIXTURE UNITS WM WATER METER GFI GROUND FAULT INTERRUPTER Wp WEATHERPROOF GPM GALLONS PER MINUTE HVAC HEATING, VENTILATION, AIR CONDITIONING PIPING SIZED TO PROVIDE 15 PSI TO REMOTE FIXTURE 1/2•H&O 1/2'11W 3/4'CW I I t/2'HW 1/2'HW �— 1/2-HW 1/2-CN 1/2-CW LAY 1/2'CM► SHOWER s7m /2'CW `` Typ. SroP SUPPLY . 1/2'HW 31VCW 3/4'HW WC • TUB VALVE SHUT—OFF W/INTEGRAL STOPS 1/2'HW 70 OW - SUB METER WAIER HEATER a•e:1:I\'*A- 1/2-CW KITCHEN PROVIDE "PRESSURE -BALANCED" THERMOSTATIC m STOP SINK MIXING VALVE AT TUB/SHOWER. "AIR CHAMBERS" 1/2-CW AT ONE LOCATION (MIN) ISO DETAIL — 1 BATH UNIT N.T.S. �-- RECESSED WASHER BOX RAKER VALVE N WITH 1/4 TURN FULL REOEB�x OFF VALVES(SHEET ENCASED) NOTES: 1. VACUUM RELIEF VALVES REQUIRED ON WATER HEATERS LOCATED ABOVE FLOOR LEVEL. EXPANSION TANKS REQUIRED. 2. WASHER BOXES LOCATED IN RATED WALLS TO BE SHEET ROCK ENCASED 1/2'HW 4-- 1/2-CW 1/2"HW 3/4'CW PIPING SIZED TO PROVIDE I 3/4"HW 15 PSI TO REMOTE FIXTURE 1/200W ---. 3/40CW 1/2"HW ' I SHOWER STEM LAY I WC 1/2-HW • 1/2-CW PROVIDE "PRESSURE —BALANCED" THERMOSTATIC ' MIXING VALVE AT TUB/SHOWER. UNIT SHUT .�,q�t• SUB METER 3/4V# 3/40CW TUB VALVE WATER HEAIER WI 3/40H&C UP FROM - WATER HEATER 1 /2"H&C DOWN WALL - TO SINK/DW... 1//2"CW TO WC 1/2"CW 1 /2"HW 3/4"CW 1 /2"HW 1/2"H&C DOWN WALL TO WASHER BOX. 1 /2"CW UNIT Al 141=1'-0" / NTEGRAL STOPS - "AIR CHAMBERS" I... ............. 1/21Hw AT ONE LOCATION (MIN) dcC� p Y 4 ---RECESSED WASHER BOX } �---1 /2"HW WITH 1 /4 TURN FULL '. f ..' N SHOWER STEM OFF ENCASED (SHEET v 3/4• ) NOTES: 1/2-K# S NKHEN 1. VACUUM RELIEF VALVES REQUIRED 1 ON WATER HEATERS LOCATED y 1/2" CW AD I 1 /2"CW 1 /2"CW 1 /2"HW 1 /2"HW 1 /2"CW VALVE REVISIONS &2/01/06 REV PER ARCH 42890 -_. ♦� V zcc o m n N QO v W c T z 0 Lc� c ♦R W z c Lu o Q �— 0 O z �L M O m 21 Q c N Q W z W ��F—+ cl) Q F- Q. < 0 LL W O W F— U --I J 0 LJL W � OVE FLOOR LEVEL._W !-- 1/2"HW EXPANSION TANKS REQUIRED. � -• DATE . N 1/2"CW 2. WASHER BOXES LOCATED IN RATED � � �� \ � WALLS TO 8E SHEET ROCK ENCASED 10-11-06 — IFP TUB VALVE � �4, ? =1 L 8- ICEMAKER VALVE INRECEM — 12-11-06 REV IFP W/INTEGRAL STOPS 0 wC \' RM eox a. ISO DETAIL — 2 BATH UNIT N.T.S. w LAW 1.: S a UNIT A2 o SHEET NUMBER u c " 1!4 1 -0 Inc 1 a � S F—► W 1070 THE FACTORY APTS O RADAKOR/HILL do FRANK e NrA Ink I i� [I] Civil Engineer: •",inkley&.Barfield, .Houston, /a (713) 869-3433 Unit Apartment Architect: Hill & Frank, Inc. 1800 St. James Place, Suite 205 Houston, TX 77056 (713) 877-1274 Mechanical, Electrical &Plumbing: Raymond Engineering, Inc. 32938 Tamina Road Magnolia, TX 77354 (281) 440-7211 mod✓ Fr- T.exas Are-w 5 06- t--e If Owner: Cherry Street, L.P. 1710 Droxford Houston, TX 77008 (713) 782-7799 Ext. 7 Structural Engineer: SCA ConsultingEn'gineers 12511 Emily Court Sugar Land, TX 77478 (713) 779-7252 H I L L F R A N K ■ ■ ■ A R C H IT E C T S • ), 4-f I FE8. is, 200-r 76q- 3tC 7 Sheet Index 00 Cover Sheet Structural Drawings - Continued C53'°-I'- Garage, �r�datic�n..:Pl�n„---.i ��� \ UJ Givil Drawings CC L LU GS2.1 Garage Levels 3 & 4 Framing Plan >� Cl Demolition Plan 0 C2 Drainage Plan GS2.2 Garage Level 5 Framing Plou-an 0 �, _-G�2.3 Garage Stair Roof Framing Plan �,�� �' 6 CL C3 Grading Plan GS3.1�`'� (6g-e-Fo-undation. �a is J c R C4 Existing Utilities Plan am co co GS3.2 Garage _Foundation Details r _ � � C5 Storm Sewer & Detention Plan _ G`53.3� garage Fd�nda ion De �.i,Ls :� \ � V C6 Proposed Utilities Plan (�GS4.1 A Garage Framing Details A , U. ,C7._S'rifa a ils ® _ w w G�8 Water D hails `'` GS4.1 B Garage Framing Details ,� ,_.GS4..,.2,^-,G@.rage Fca�_irig D.etails... -.__. �..._; to � >- AC9 Sidewalk Details GS4.3 Garage Framing Details C10 Pavement Details � GS5.1 � garage Brace Frame and Details GS61 CI L t dShdl -�._.. �ArcflTtecfuhal-F3raw�ngs/ Garage o umn ayou an c e u e Al Code Data GS7.1 Garage General Specifications A2 Site Plan GS7.2 Garage General Specifications A3 Site Details Mechanical Drawings to A4 First Floor plan M1.1 Site Plan A5 Second Floor plan M1.2 Specifications & Details X A6 Third Floor plan M2 Units Al & A2 Plans C A7 Fourth Floor plan M3 Units A3, B1, & B2 Plans 0 -�-+ C A8 A9 Roof plan Elevations M4 Units B3, Cl,& C2 Plans "�"'� (1) A10 Elevations M5 Office & Atrium Plan V O Al Typical "A1" Unit Plan M6 Building First Floor plan Al2 A13 Typical "A2" Unit Plan Typical "AX Unit Plan M7 M8 Building First Floor Plan Building Second, Third, &Fourth Floor Plans � � � .�, A14 Typical "B1" Unit Plan M9 Building Second, Third, & Fourth Floor Plans Q (n A15 Typical "B2" Unit Plan M10 Building Roof Plan A16 Typical B3 Unit Plan "Cl" Electrical Drawings g '~ \ A17 Typical Unit Plan yp "C2" Plan E1.1 Site Plan � A18 Typical Unit E1.2 Specifications & Details A19 Office / Atrium Area Plan E2 Units Al & A2 Plans ~ A20 Atrium Area Plan Floors 2-4 E3 Units A3, B1, & B2 Plans C) (� A21 Building Section E4 Units B3, Cl, & C2 Plans A22 Stair Plans E5 Office & Atrium Plan A23 Stair Sections E6 Building First Floor plan Q A24 Wall Sections E7 Building First Floor Plan A25 A2 Wall Sections Wall Sections. E8 Building Second, Third, & Fourth Floor Plans A27 Wall Sections. E9 Building Second, Third, & Fourth Floor Plans -�► A28 Wall Sections E10 Building Roof Plan A29 Schedules Ell Load Calculations & One Line Diagrams A30 Details E12 Load Calculations & One Line Diagrams E GA1 Garage First Tier Plan GEA /' 6E2 -uarage Levels 1 & 2 Garage Levels 3 t- W F' GA2 Garage Second Tier Plan ird,Te� p an GE3 Garage Level 5 �, A W ® J n O �T.. GE4 Blank c GA4 GA5 ge elevations _ Garage Elevations -_�,. `", `; �, GE5 t Garage Load Calculations _ �' .._-, W �i J v n 0 GA6 Garage Building Sections , Plumbing Drawings - "" ® CL M GA7 Garage Wall Sections I P1.1 Site Plan () c GA8 Garage Wall Sections % P1.2 Specifications & Details �, GA9 Garage Wall Sections g P2 Units Al & A2 Plans ,a �ructura'rU�wings^---� P3 Units A3, B1, & B2 Plans v P4 Units B3, Cl, & C2 Plans S1.01 Foundation Plan P5 Office &Atrium Plan S3.01 Stud Layout Plan P6.1 Building First Floor plan -Sanitary Sewer S4.01 2nd Floor Framing Plan P6.2 Building First Floor plan -Domestic Water S4.02 3rd Floor Framing Plan P7,1 Building First Floor plan -Sanitary Sewer S4.03 Floor Framing Plan P7.2 Building First Floor plan - Domestic Water S5.01 r Bracing Plan B Br P8 Building Second, Third, & Fourth Floor - Sanitary Sewer S6.01 Roof Framing Plan P9 Building Second, Third, & Fourth Floor - Sanitary Sewer S7.01 Foundation Details P10 Building Roof Plan S8.01 Floor Framing Details Pl l Riser Diagrams ---- -- S8.02 Floor Framing Details P12 Riser Diagrams 2 S8.10 Roof Framing Details P13 Riser Diagrams CITY COMMENT5 S8.11 Roof Framing Details GP1 Garage Levels 1 & 2 ACITY FEB. -r, 200-7 COMMENTS 59.01 59.02 Concrete Specifications General Specifications �'GP,?-.-.,Gartc ge-Level�Z'& 4'\ __ -., � �, Ar-,ITY JAN. 26, 200-7 59.03 General Specifications % GP3 Garage Level 5 Blank A 1 COMMENT5 S9.03 Specifications Shearwall S p GP4 GP5 Garage Riser Diagrams Nov. 30, 2006 PERMIT I55UE S9.04 Shearwall Specifications -- `� Project: 06434 Date: FEB. 15, 200-7 © Copyright 2006 HIII 4 Prank, Inc. Sheet of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. ii V) n PO x N O Q Building Code Data BUILDING CODE: 2003 INTERNATIONAL BUILDING CODE SECTION 602.5 - REG2U I REMENT5 BASED ON TYPE of GON5TRUGTI ON H I L L SECTION 302 $ 310 - OCCUPANCY GROUP: RESIDENTIAL Group "R-2" -Apartment Houses Type V construction is that type of construction in which the structural elements, exterior walls and interior TABLE 601 $ SECTION 602.5 - TYPE OF CONSTRUCTION: TYPE V - A - SPRINKLED walls are of any materials permitted by the code. F R A N K BUILDING HEIGHT: Section 503; Table 503 A R C H IT E C T S Allowable Actual • a. Maximum Number Of Floors 3 4 - IN/ MODIFICATIONS PER 504.2 TABLE 601: E I RE-RE515TANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) b. Maximum Height In Feet 50 Feet 48 Feet TYPE VA CONSTRUCTION ��RED ARc REOU I RED PROVIDED E. TABLE 503 - ALLOWABLE HEIGHT 4 FLOOR AREA: OCCUPANCY GROUP = R-2 - TYPE CONSTRUCTION = VA STRUCTURAL FRAME Including co I umns, girders, trusses - — — — - I Hour I Hour ��, 5578 P HEIGHT (stories): 3 HEIGHT (ft.): 50' BEARING WALL5 °F ALLOWABLE WITHOUT MODIFICATIONS Exterior — — — — — — — — — — — — — — — — — — ! Hour I Hour AREA PER FLOOR (At): 12,000 S.F. Interior — — — — — — — — — — — — — — — — — — I Hour I Hour TOTAL BUILDING AREA (3 x At) : 36,000 S.F. " NONBEARING WALLS AND PARTITIONS NOV. 30, 2006 Exterior - Per Table 602 - — — — — — — — - > 30' = 0 Hour Not Rated SECTION 504.2 - HEIGHT MODIFICATION: APPROVED AUTOMATIC SPRINKLER SYSTEM Interior - Per Section 602 - — — — — — — — - 0 Hour Not Rated FLOOR CONSTRUCTION HEIGHT INCREASE (stories): +1 Including supporting beams and joists - — - 1 Hour I Hour HEIGHT INCREASE (f t .) : 20' ROOF CONSTRUCTION Including supporting beams and joists - — - I Hour I Hour HEIGHT (stories): 5 + I = 4 HEIGHT (ft.): 50' + 20' = 70' ALLOWABLE WITH MODIFICATIONS HEIGHT (ft.): 48'-4" ACTUAL HEIGHT SECTION 707 SHAFT AND VERTICAL EXIT ENCLOSURES SECTION 1005.5.2 - VERTICAL EXIT ENCLOSURES SECTION 506 - AREA MODIFICATION: SECTION 707.4 $ 1005.5.2 - Fire -resistance rating - 2 Hours (4 stories or more) - (Stair Elevator Shafts) CU (EOUASION 5-1) SECTION a103 - AUTOMATIC SPRINKLER SYSTEM CD 0 C� Ao = ALLOWABLE AREA PER FLOOR NFPA 13 Sprinkler system to be installed including combustible concealed spaces. At = TABULAR AREA PER FLOOR (table 503) = 12,000 S.F.E O If = AREA INCREASE INCREASE DUE FRONTAGE (%) PER SECT ION 506.2 = 751/o CU -tf a TABLE 1004.5.2.1 - CORRIDOR FIRE RESISTANCE RATING LL CU CU F = BUILDING PERIMETER OPEN 20' MINI MUM = 8,-12' Q W P = BUILDING PERIMETER OF ENTIRE BUILDING = Q05' R - OCCUPANCY - I Hour < W = WIDTH OF PUBLIC WAY = > 50' SECTION 1005 - EX I T5 F W 0 If = 100 - 0.25 30 SECTION 1005.5.5.2 - Exit passageway enclosures shall have walls, floors and ceilings of not less than V -hour fire -resistive rating, and not less than that required for any connecting exit enclosure. [15,12 30 SECTION 1006.1, Exception I - 50% of exit enclosures may exit through areas on the first floor. Q If = 100 qO5 - 0.25 30 (i.e. - 2-Hr stair enclosure may exit through I-Hr corridor) f = 74% Is = AREA INCREASE INCREASE DUE SPRINKLER PROTECTION (%) PER SECTION 506.5 = 200% 15 FOR MULTI STORY BUILDING = 200% At If IsAaAt + 100+1±100 (12,000)(74) (12,000)(200) Aa = 12,000 + 100 + 100 Aa = 52,550 S.F. PER FLOOR ALLOWABLE WITH MODIFICATIONS TOTAL BUILDING AREA (3 x Aa) : g8,640 S.F. Aa = 250ci I S.F. PER FLOOR ACTUAL BUILDING AREAS TOTAL BUILDING AREA (4 x Aa) : Q4,766 S.F. NOV. 30, 2006 PERMIT I551JE Project: 06434 Date: NOV. 30, 2006 Al ® copyright 2006 Hill 4 Frank, Inc. Sheet of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. M 2 5' cedar 8nnrei r-nten I tl ,I iL 1 ;t 1 LLIIrI L` .1 1 L I, 16-6" ® Rear - 60'+ @ Side I, _.... 1 Brick Fence Elevations �... Scale: 1/2 - I O NOTE: TYPE "G" EXPANSION \ JO I NTS IN CURB $ GUTTER \ SHALL BE SPACED AT A MAXIMUM DISTANCE. OF 60' \ APART AND AT ALL RADIUS \` POINTS, P.T.'S, AND P.C.15. TYPE 1 1 "B" CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE SPACED A MAXIMUM DISTANCE OF 10' APART. A2 40 6 ,r I 1. 1/4"R 3" ' 3°R 1/4"R O N 4" #4 BARS , 5/4" x la" 5MOOTH EXPANSION DOWELS Standard City of College Station Combined Curb & Gutter Section Scale: 3/4"=1'-O" POS GAPS'' .. ._.._..,. .,_\. :, -__ - ` ''�-•._._...._. ., IX6 CEDAR PI POOL SIDE TREATS FINISHED GRADE ALVINIZED X4 POSTS 6' O.G. in 2X4 FINISHED GRADE N CONCRETE RETAININ6 WALL 5'-O" HOT -DIPPED 6ALV. 6" STD. PIPE FILLED W/ 2500 psi GONG. -OKOWN TOP SLOPE GONG I" AT BASE 6 Bollard Detail Scale: NTS 6-O" MAX. < CONCRETE RETAINING WALL FINISHED GRADE —, i' A } %/4" BAR i'-b" LONG 09 BARS o 12' O.G. EYL 4" O.G. - WRAP oNE END 15# FELT 1/4" X I" DEL%i' EXPANSION JOINT \. SCORE 46l(NT SPACED SO' O.G. SPACE 5'-O" O.G. JOINT SEAL 1/4" R 2` COMPACTED SAND FI LL interior Sidewalk and (� Public Sidewalk Under Brick Pavers Scale. I -I O v2" r��� I 1/2" \•��/ 1/2" FILL HOLE W/ GROUT #5 ANCHOR i'-6" LONG * 1/2' bill!- 'a. 2 PER BLOCK PAVING SUURFRF- ii 1— ACE L—r Wheel Stop Detail Scale.. I -I D cement Wash Gap Soldier r course Truss Type Wall Reinf Every Second GMU Course Fill Cell With concrete 0 Rebar Locations 8" 'CMU Brick I F - #4 Bars a/ I/4" Ties 151100 5 - #4 Bars w/ 5 ties 12 Dlo Shaft . 13 Brick Fence Section 10' ON COLLEGE MAIN Conc. Walk 6'-O" MAX. (0'-O" MAX. 6-O" MAX. 1/2" FAINTEM SOLID 1 I "X 5/4" 16 GA. ' STEEL PICK TS @) 4" O.G. `FAINTED STEEL Cl- - n , . - I a=/ - A M/-, Wood Fence .Section Wood Fence Elevation 2 Scale: I/2 -I O - Scale: The Drawings,'Specifications and other documents prepared by the Architect for this Project are . instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be .C•. . -1 1. [1. ^ deemed the OUf{7r r7f fhaca r'ln/•„mcn 4c rsn4 -A-11 .-.,4.,..1.. -11. I 1/2"X 5/4" 16 GA. PAINTED STEEL CHANNEL LEGS DOWN 4 A:2 'COMBINED CURB 4 GUTTER 5TI-0I RE: -tA5 Public Sidewalk / Curb Detail Scale: 5/4"= I'-O" NOTE: Entlre width and depth of ramps shall consist of black pavers with rolsed truncated domes with a diameter of nom. O.Q", a height of nom. 0.2" and spacing of nom. 2.55" Conc. Walk 5' Min. See Plan /7 N 5' Min. Curb Ramp 4 Detail . A VIE D FOR COMPLIANCE Scale: NTS MAR 9, 7 2007 COLLEGE STATION DO T _ _ 6'-O" MAX. 6'-0" MAX. 6'-0" MAX. I 1/2"X 1 1/2" PAIN D STEEL TUBE FRA SQUARE PAINTED �i TUBULAR STEEL POST m m = TYPICAL cdwONCRETff/ WELDED GAPS (typ) FOOTING I' O" 1 Steel Fence Elevation Scale: I/4 -I O SELF CLOSING HINGES H I L L F R A N K A R C H I T E C T S �D � c �G) E .Sr. GE F � � w o � � � n 5� 5575 Q FEB: 15, 200-T VJ ._ CU V CUCU .o .� V, N 0 Project: 06434 Date: FEB. 15, 200-1 . A3 © Copyright 2006 Hill 4 Prank, Inc. Sheet -- ••• u �r,� „�, ,cowvcv rl lno 11If- U/11Y vle capyngrnr. 1ne uwner snaii be ,OP..rmitt,-( t0 ra.ta%n COnIP..S. lnCiuriFrlcr Y't?t3Yf3fi1!('Ih1E? rr)»/f?.C. Af %h!? of 0 ...... ......... .. .... .. iiii;iv Mlilli! 11,; iiii!! ;iTTii !!1$ J511111 Emu mmmmmm mom�=E-Mmm Mmm=j=ggomm Immumm MEMMEM I ISO MEN ■KNOBS N;;;;; MORMON MENEM NONNI 99!9�mmmmmm 0 monsoon owns, ISSUE 111U11U[lUIIII71Ifll fill mamwmm� INNER gg IW� =; Z--MMMM IN summon moss ---- —MENIS son OEM ===Nmmmmm 11 oil 1191S � I --��Mmm MEN Mom— SIM �—Mmmmmm MEN Non =atg;=-;g �"� �°III°I°1t1t IIIIIIIII Ilillllllllllli►i�j�ll► j N SM �4 11,90' UNFINISHED Ix4 I 11 A 1 -1 1 1 11 1 C.ULTURED BRIGK ELEVATION Solid Woodi Blocking in all for Grab Bors 13 —Z tV TUB HEAD UNFINISHED Ix4 Thermostat 10 — Light switches X Telephone outlet Z �t - W—Puplex outl in MOUNTINS, H1=16HTS kMIC TILE T i6 q OF PART'( WALL OR OUTSIDE FACE OF STUD 0 END WALL 00 W.P. OYF. 5P. TO FLOOR @ CORRIDOR WALL TP i4ot vER YVH A 7 � / / * 2 W KTR ALV 6 10 m; FURDO',N FOR FAN r% k CIOIL RE: MFP T C %0 z I IN' UiD ILI ITDF in b IRIS I 2 Or- FAR Pr WALL �OR OUTSIDE FACE OF A STUD @ ED WALL 411 411 e� Living A Y 1 -J CULTIJP= BRICK (typ) 1 Typical "Al" Unit Plan Scale: 1/4" = 1'-0" Studio 4-72 S.F. FURR DOWN FOR FAN COIL / DUCTS Pill, :21-011 6 CERAMIC TILE OPEN' 5. -4"x4'-Otl Solid Wood 5HELVEE, MIRROR (oil 51orking in Wall 24" TOWEL tax .Solid Wood (oil for Gab Bars F BAR Slid piood - Blocking In Noll MQ,*. —5 ar-ki iq in Wall LAM. PLASTIC TOP 4 for Grab Bars f—, i.- for er qb Bars 4"5FLA5H [7-/ 7-77 X A X ED F7 LINE —JSteel Tu 4211 1 1511 , J — BATH WALL TUB FOOT BATH VAN lJ-,--( ALL J IF __-- - - 0 EN 91411: LVES i _!_:_�..:�:_!___�_. ❑ L A.- L-L.- t LAW PLA-1--T I. 77 L L- -,L HOOD 5 ORATI\/r=!J L FULL 1., 645H --- - 00 0 0 0 0 511 :2411 5011 FTi 15" W-10" MINIMUM CLEAR WIDTH 2 Interior Elevations <TCHENETTE WALL Scale: 5/a" = 1,-0,1 In PANTR*1' SECTION Copyright 2006 Hill 4 Frank, Inc.. H I L L F R A N K 0 IN E A R C H I T E C T S 0 Cf) CU X 0) 0 F- 4-0 E.0 C: LL CU CU CL ♦♦�^^ VJ (D cD C 0 C:) Project: 06454 Date: NOV. 50, 2006 A11 Sheet 71 of -t- — —ulllvftta plveUtUU &,y LIIU f1IWIILU;LL IL$J` 1.1110 FIIJJC;�t Ult; I1R;,LIL1f11Vf1L5 Ul UIV lirUnitucLs service ror use soirey warn respect to this t-roject, and the Architect shall be deemed the author of these documents and shall retain aH common law, statutory and other reserved rights, including the copyright. The Owner shah be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. UNFINISHED Ix4 CULTURED BRICK ELEVATION UNFINISHED Ix4 Thermostat 4 Light switches X Telephone outlet z d� o Duplex out N MOUNTING HE 1 GHTS The Drnwinns. Snecifir_nfinn.s nnrl nfho-r rincrimenfc nrannrarf by fha drnhlfarnf fnr fW PANTRY SECTION a'_a2 21_6ll it oil OPEN SH FES LIE _ MMETTALAL FULL ULL L I MW HOOD SPLASH - ; ! L-_u _t_- ,Anti 4'r5f '—Zf�llo LJ L-:L.;"-. 000011 I L-A-A.; M i 2 _ last 55" M �I�!I I 4" MINIMUM CLEAR WIDTH RANGE WALL Ili, 5�_5� 4'-2i" a�_Q2u W.P. GYF.. W. O FLOOR ® CORRIDOR KALL Ibis 5011- ii .� �A9R, fGithen 6 STU S / - - 7-7 m / / 51NK I D15P in Al. FURR DOWN OR AN 3 ! ; / i!° ° PAN i O COIL. RE: M /� — °— -� _ \ NHAl \6 I Dill 6" ----- \, :2411.0 / 6'-10" 4" f L iv 11 i r-- JL ! l I i j I fA a�\\ /ZIJLTURED BRICK (typ) 10'-6" Typical "A2" Unit Plan Scale: 14" = 1'-0" Stud io dio 515 S.F. 6 �� ro Solid Wood Max. Blocking in WallMax p for Grab Bars m 0 BATH WALL CERAMIC) TILE Solid Wood k►ng in Wa I I Grab Bars 0 VA (V N O O M M SINK PENINSULA 2 Interior Elevations Scale: 5/6" = I' -OH 24" TOWEL BAR 0 5'-6" WALL FURR DOWN FOR FAN COIL / DUCTS - OPEN CERAMIC TI E 5'-2 "x4'-O" - MIRROR SHELVES Solid Wood Blocking TiWall M for Gra Bars LAM. PLASTIC toP 4" SPLASH ►NEN N 15" TP HOLDER BATH VANITY WALL EAGLE G OUP 14"X 72" CHROME IRE SHELVING AND POS S BOLTED WITH ALL THREAD RODS THROUGH CHROMF WASHER TO UNIS UT 51.15PENDED FROM 5 UCTURE ABOVE. PENINSULA END LAM. PLASTIC TOP 4 4 SPLASH of/oil � steel Tub N TUB HEAD 12" W/D ' H I L L F R A N K ■ ■ ■ A R C H IT E C T S • NOV. 30, aoob 0) .0 2MM� W CU !% x o �q: o 4-4 C(1) :E o CtS - :-0 LL cu ♦♦1^^ V, CD 0 0 Project: 06454 Date: NOV. 50, 2006 Al2 PENINSULA BACK © Copyright 2006 HIII $ Frank, Inc. Sheet 11 of __ _ _ . _. -...- .. -,_-. _. - — —, ,y, wo, Ju,�,y ,,,C„ rcapccL « cnioy riujece, unu me Hrcn/recr snail oe ceemea me author or these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the P P 9 P P Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the, Owner or others on other projects, for additions to this Project or for completion of this Project by others, .except by agreement in writing and with appropriate compensation to the Architect. I UNFINISHED Ix4 CULTURED BRICK ELEVATION UNFINISHED Ix4 Thermostat o, Light switches Telephone outlet d� V o Duplex outlet in MOUNTING HE 1(5HT5 F'ANTRY ELEVATION 2r_8rr (V m PANTRI' 5ECTION 16'-i2 u 5'-10.11 . 6" STUDS W.P. 6YR W. TO FL OR (a CORRIDOR WALL 50" PG RHO i. �( SINK —IN 36151' ,24 3" FURR DOWN FOR FAN — COIL. RE: MEP------ D Inln� _ I 6'-'frr i d j i Of In 1 4" —1N I Livin0 Are IRIS it O i hT, _ oI , ,...... ..... C I O. �C ULTU17P BRICK (t ) I _I Err solid Wood 9, 6 " Max Max. Blocking in Wall for Grab Bars OPEN SH VES C N %ORATIVE AL FULL -- ASH , LA�J�i?L TI4_T; t 0 0000 0 f4 `-2 n 30 11 133 n RANGE WALL BATH WALL M Typical "AY Unit Plan Scale: 14" = 1'-0" studio 53 / a S.F. y solid Wood .king In Wall Grab Bars _ 24" TOWEL BAR O i r d' TUB FOOT BLOCKING — 51 NK FEN I NSULA Interior Elevations L scale: 5/5" = 1'-0" VA' N (V 5'-6" I, 011AR FURR DOWN FOR FAN COIL / DUCTS OPEN CERAMIC T11 E - MIRROR SNELVE solid Wood \, Blocking Wall m for Ora Bars LAM. PLASTIC OF 4" SPLASH I NEN � tV 15r' 3 rr — TP HOLDER BATH VANITY WALL PENI N5ULA END EAGLE O OUP 14"X"i2" CHROME ISIRE SHELVING AND POSTS BOLTED WITH ALL THREAD RODS THROUGH CHROME WASHER TO UNIS T SUSPENDED FROM S CTURE ABOVE. I Tub TUB HEAD • LAM. PLASTIC TOP 4 4" SPLASH H I L L F R A N K ■ ■ ■ ARCHITECTS • 4_T_`*"_# NOV. 50, 2006 0) C ■ m CU � EO LCU D. ♦♦VJ�^^ Q r CD O U 0 ©C Project: 06454 Date: NOV. 50, 2006 u 12rr Al 3 PENIN5ULA BACK 0 Copyrgght 2006 HIII is Frank, Inc. Sheet — of rh,- r)rnwinn-G in,Acificnfvnnc nnii nihor A-1-71---i. P-- 44'- O.--1- 4. - -r- -- - • •-•••---- •-• - • .-� �- -. •.•�•.�•••�..•� �. , �„�, �� (V, u,>V7 awry wart ,ezipccc cu cnis r-rujecr, ana me Hrcnirecr snail oe deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies,9 p co including reproducible ies, of the P Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shot/ not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. 0 M UNFINISHED Ix4 CULTURED BRICK ELEVATION UNFINISHED Ix4 _ IThermostat YLight switches:_ Telephone outlet d� V o Duplex outl MOUNTING HE I GHT5 TA- nrm.,rn„ C-, *,c,*--i-,--- ­4 PANTRY SECTION PANTRY ELEVATION c0 c0 C OF PARTY WALL OR OUTSIDE FACE STUD ® END WALL 11 W.P. GYP. BDw.P. GYP. TOFLOOR T ® CORRIDOR WALL i6" STUDE 1 Typical "B1" Unit Plan Scale: 1/4" = -0" 1 Bedroom 622 S.F. AN FOR FAN : MEP WALL FACE OF WALL FURR DOWN FOR FAN COIL / DUCTS Nood CERAMIC TILE p 4'-8" 3'-2 "x4'-O" MIRROR CERAMIC TILE SHELVE , Wall 6„ m 24" TOWEL Bars 6° Solid Wood Soli Wo d BAR _ ___ 501i6 Wood ox. Blocking in WaIIMax J. Blocking I AM. LA5TIC TOP $ Blo king in Wall p for Grab Bars 2- - for Gra Bars 4" 5PLASH _ O fo Grab Bars � V UF -- m cv ty LINEN �y ---- — g 11 151 TUB HEA17 PENINSULA BACK BATH WALL BATH VAN I T`P WALL VARIES ' =AGLE 6R UP 14"X72" ry CHROME WI SHELVING -' 4ND POST BOLTED WITH p 4LL THREA ROD5 ry THROUGH G ROME WASHER - rO UNI5TRU SUSPENDED 'ROM STR TURF ABOVE. LAM. PLASTIC TOP 4 4" SPLASH 5'-6" (Y (o'-Q" -- b e a � o —out O O LJ tt) m ISu 561, 24" to I PEN I N5ULA END 2 Interior Elevations Scale: 5/5" = -O" 51 NK PEN I N5ULA TUB FOOT 7'-ci2ll H I L L F R A N K ■ ■ ■ A R C H IT E C T S • m UC E 0 CU -L- LL 1 W 0 .E..r M 0 0 Q ,ORAT NOV. 50, 2006 AL FUl PERMIT ISSUE ASH Project: 06454 Date: NOV. 50, 2006 A14 RANGE WALL 0 Copyright 2006 Hill 4 Frank, Inc. Sheet — of _. __.�..�_, - _.._ __.._. ____..._..._ I-I-r —.7 •,, 1-1 �,,,� , .1-1 y,� ,,,p�,y„(�,n, v, c„u n,(I I UL, 0 �Vfv,�c ,u. u5e 5wey wren respecr ro rnis rrojeer, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the P P 9 P P , Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. 01 UNFINISHED Ix4 — / /_111 T1192t=n =7IrJC : �. . J.A.---'--;---x_. t Lt � 1 - _ _T.- _i__1.__r._ I t i : L.._.__ _.... r : :_ .. ! _._.....1 - r I : - -- - _r_.._r_�_t_1_� .�-�_. i ' t ' J_,.__�_._r__� I t : : j I �- - -.._. t :- _.____.-L....._.__._.._..'_..y_.. : L_.. �_.. 1._ _..r�__r- ._.....__i.__._.__.-,._.1_..-..___.L__. CULTURED BRICK ELEVATION — UNFINISHED Ix4 i N POWDER TOILET NALL Thermostat Light switches 4 Telephone outlet • o Duplex outl u l� MOUNTING HEIGHT5 BIC fc 16'-5" -r'-a2t1 41_ltt 4t_a2tt r r 3SIt 21" O r" N K IGhn I 3 SINK;- DISP I � O PAN Y I ' Ti' HC LVER Tp HoLt FURR DOWN FOR FAN — COIL. RE: MEP 24' DA W.P. GYP. BD, TO FLG ® PARTY WALL 411 Living Area CL OF PARTY WALL OR OUTSIDE FACE 0 � _,......_....._.; �' ' i Ott I t, STUD (P END WALL i r --1 - CULTURED BRICK (typ) � m TOILET SIDE 15'-0" IL 5'-8" First Level 462 S.F. 5'-10"x4'-0" MIRROR AM, PLASTIC TOP 4" SPLASH 4 " O POWDER $ BATH VANITY PEN I N5UL4PEN I BACK q OF PARTY WALI OR OUTSIDE FACE STUD ® END WALL Typical "132" Unit Plan 1 Scale: 14" = P-O" I Bedroom Loft '756 S.F. 611 21_011 � HELVES m N LINEN 15" BATH TOILET NALL O li TUB HEAD VARIE5 °AGLE GROUP 14"X-72" N :MKOME WIRE SHELVING = NND POSTS BOLTED WITH NLL THREAD RODS N THROUGH CHROME WA5HER - 1`0 UN15TRUT SUSPENDED =ROM STRUCTURE ABOVE. 5'_611 L (V PEN I N5ULA END 7 Interior Elevations L Scale: 5/a" = 1'-0" Loft Level 2014 S.F. Wood n Wa I I Bars 1 O ct� CERAMIC TILE 6 501 id Wood 6" ox. Blocking in WallMox for Grab Bars T fl BATH HALL SINK PENINSULA O j m n X E r u b O i ® 2 I r d z3: >L N IL r F PARTY WALL 01OUTSIDE FACE OF 5 D a END WALL 2 ° CERAMICI TILE Solid Wood Blo king In Wall for Grab Bars O i cV TUB FOOT H I L L F R A N K ■ ■ ■ A R C HI T E C T S • m CU X N o I- UCD L) � Q C. O 0 Q Project: 06454 Date: NOV. 50, 2006 OR RANGE NALL © Copyright 2006 Hill $ Frank, Inc. Sheet — of mu uruwrngs, zpecincatruns una other aocumenis preparea Dy ine Arcrnrect Tor rnls rroject are Instruments or the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain a# common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owners use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. UNFINISHED Ix4 CULTURED BRICK ELEVATION UNFINISHED Ix4 Thermostat o rl Light switches --�� X < Telephone outlet d3 Z 'dam- . W—Duplax outlel: in MOUNTING HEIGHTS - ------------------- FANTR*'( 5ECTION LAM. PLASTIC, TOP $ All e--el A.--14 PEN IN5ULA BACK q OF PARTY 50116 JAI0od Blocking in for Grab B O TUB FOOT TILE 201-101, -1--dlk 4--ak 2 2 81-411 .0 W.P. GYP. 15D. TO FLOOR @ CORRIDOR WALL (oil Solid Wood (oil lax.BlockIng In Wall Mo,". for Grab Bars d EAGLE GROUP I "X54l- CHROME NIRE 5 LVIN AND POSTS 5OL-4V)ITH ALL THREA RODS THROUGH 0 4ROME WASHER TO UN15TRIJ— 5U5PENPED FROM 5 TURE ABOVE. T BATH NALL BLOOKI VARIES cV tV 1 Typical TY Unit Plan Scale: 1/4" = 1'-0" 1 Bedroom 666 5.F. FURR DOWN FOR FAN COIL / DUO 0 CERAMIC TILE 41-all 51-211x4'-O H 5011d WoodQ MIRROR 51or, ng in Wall 24" TOWEL for 6-ob Bars BAR Slid mood In k4alLI-1 Iel.. �4 il LAM. PLASTIC TOP $ for Grab Bars AI-o . -4"5PLASH 1-771/177�177 c:0 N LINEN Steel TU it T 1511 TUB HEAD BATH \/ANIT*I' NALL PEN IN5ULA END 2 Interior Elevations Scale: 5/5" = I, -OH 5INK PEN IN5ULA H I L L F R A N K A R C H I T E C T S 0 %= � '`��1111 ............ 1 0 1 )17-0 NOV. 50, 2006 CD CD CU X 0 q: U E o CU V. = LL CU CLcCU/) -1-4 (D C: 0 :21-611 SHELVES ry -�l I HOOP DECORATIV NOV. 5 0,2006 I -tMETAL FULL PERMIT ISSUE J PF4-A-!� ... .11 ....5FLA5 Project: 06454 Date: NOV. 50, 2006 55M :2111 511 A16 "V-04 MINIMUM CLEAR WIDTH RANGE NALL 0 Copyright 2006 Hill 4 Frank, Inc. Sheet of 7-h.- /-I-nmnnrrc —1 -----,4 k- 4-1— A—L.N. A lc_ I- f')-- T- ?- -1- . -- - — 1 11 A 1 -1 1 1 . . ... -1 Ul� maUf V ar f uziv ziufvi -rojecr, and the Architect snail be deemed the author at these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the .y wicil re�zspucc to unIs / Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. II Ln n ro x N UNFIN15HED Ix4 CERAMIC TILE CULTURED BRICK ELEVATION Solid Wood Blocking 1i Wall for 6rob Bars /17-7 � il Tub TUB HEAD UNFINISHED Ix4 Thermostat .. Light switches Telephone outlet � z o Duplex outl M E3ATH 2 TUB/SHELVE5 JoNALL FA FAN L_J ELEVATION MOUNTING HE 1 GHT5 CERAMIC Fa Solid Wood Bio king in Wall forGrab Bars I� i1 �--_0 60� _---- ISLAND PLAN FANTRY/5HELVE5 SECTION 15LAND f5A0K W.P. GYP. BD. TO FLOOR W.P. GYP. BD. TO FLOOR CORRIDOR WALL al, -Si„ V-2111 CORRIDOR WQ L i n TP HOLDER TP HOLDER E _ b" STUDS CORRIDOR, STAIR 4 EXTERIOR LL5 13 ,4 FURR DOWN FOR qAN i �., z COIL. SELECT UNIT \ .� m RE: MEP ! �� O i u� FURR DOWN FO FAN COIL. RE: MEP OF PARTY WA L OR OUTSIDE FAGE OF i STUD @ END AAL L - I � ! i CULTURED BRICK Shower Controls o � SHOWER CONTROLS EAGLE GROUP 14"X 72" CHROME WIRE SHELVING AND POSTS BOLTED WITH ALL THREAD RODS THROUGH CHROME WASHER TO UN15TRUT SUSPENDED FROM STRUCTURE ABOVE. SHOWER A AL.L VARIES 1� 33 Eiv �30'+ R40 j l c�hen ! �' W/D 24" III -Oil Typical "Cl" Unit Plan 1 Scale: 14" = 1'-0" 2 Bed room Broom q32 S.F. •r Above FURR DOWN FOR PAN COIL / DUCTS Shower 'fiberglass shower o _ °nc losure 4'-e O 24" TOWEL m BAR Solid Wood B in A0111— for Gr b Bars o FUR P, DOWN FOR FAN ColL. RE: MEP 6" 57UD5 CORRIDOR, STAIR 4 EXTERIOR WALLS i i I q OF PAR 17Y WALL �—OR C UTSI E FACE OF 5T= @ END WALL 4„ O !!1 O i`•. N H I L L F R A N K A R C H I T E C T S • i NOV. 50, 2006 MM� W ca E.0 L Lf 4-0 ♦4^_0 vJ C N s 0 0 T_ Q 11 21_011 HELVES 31-411x4'-O" MIRROR PLASTIC TOP I$ 4" SPLASH - "__2LAM I (�f LINE 4211 SHOWER 51 DE BATH VAN I T'r WALL LAM. PLASTIC TOP II O 2411 �2 �... LJ II ISLAND END SINK ISLAND Interior Elevations a! 0--0 OPEN SHELVES 4" MINIMUM CLEAR WIDTH RANGE HALL ORATI VE AL FULL Project: 06454 Date: NOV. 50, 2006Al 7 the Drowinas. Specifications and other documents nrannrarr by fha . P 4.A L. Scale: 3/8" = 1'-0" 0 Copyright 2006 HI I I Frank, Inc. Sheet — of - - - --�--_ _._ ...__. _..._.. __ _. ..... ... .�. .. ...... .. ...., ...... ... u., . _+ melt lc , 'y Architects Drawings, Specifications and other documents for information and reference in connection with the Owners use and occupancy of the �N��< «��� The Architects - r-�v�cc.c, unv cne f+rcnirecr snair oe aeemea the author of Drawings, - these aocuments and shad retain all common law, statutory and - - other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the project. Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. UNFINISHED Ix4 CULTURED BRI GK ELEVATION :21-011 (oil --- 31-411x4'-O" MIRROR SHELVE y LAM. PLASTIC TOP 4" 5PLA5H 21_ , E� LINEN BATH VAN 1 TY 1NALL Q � VE DIE RA METAL F- SPLASH r C -1'+,1: PJ 71 UNFINISHED Ix4 Thermostat 4 Light switches X Telephone outlet Vo Duplex outl MOUNTING HE 1 GHT5 FURR DOWN FOR FAN COIL / DUCTS O 4'-8" m 24" TOWEL 501141 Wo d BAR locking 1 For Gra D Bars tN tV � a'-s21, III O UNFINISHED Ix4 Thermostat 4 Light switches X Telephone outlet Vo Duplex outl MOUNTING HE 1 GHT5 FURR DOWN FOR FAN COIL / DUCTS O 4'-8" m 24" TOWEL 501141 Wo d BAR locking 1 For Gra D Bars tN tV � a'-s21, III O d- N 5HOWER SIDE Furr Abo Shower Fiberglas 5howe Enclosure 5HOWER WALL N I FURR 12010IN FOR FAN COIL. RE: MEP 6" 5TUD5 ® CORR DOR, STAIR 4 EXTERIOR ViALLS Shower - Controls W.P. GYP. BD. TO FLOOR W.P. &YP. BD. TO FLC OI o CORRIDOR WALL , I „ , I „ CORRIDOR WALL at -roll rTP HOLDER TP HOLDER 'BAR , N i — - J W D 2411 O' Al 2'-6" 2'-2" _ t 2 -2 2 -4 3'-1011 't'-2" �1 q of PA R7Y I NALL j I -, ---.-._ —_._.._...__._._.____.._.._. OR OUT51DE FACE OFF STUD e@ END YqALL ':I •� I i i ..� ` 't i 1 gorn : 2 : i i <.. ,CULTURED BRICK (typ) I I'-4" I I'-O" 11'-ro" Typical "C2" Unit Plan Scale: 14" = 1'-0" 2 Bedroom m a34 S.F. S i \\ d- i N 5HOWER CONTROLS OUP 14"X'I. IRE SHELV 5 BOLTED tiD RODS ' HROME Ar )T 5U5PENL JGTURE ABOVE. 21_n11 of � O YY 501id Wood Blocking in 114all for Grab Bars 0 -r - ,- //TT _ 1" N PAN7RY/5HEL\/E5 SECTION TUB FOOT 1 A f.A in] A G"Tlr 'T/1L7 I� �I _ _ o o tlMIC TILE CERAMIC TILE (oil Solid Wood roil ax.Blocking in Wall Ma for Grab. Bars r r n YV/H i BATH 2 TUB/SHELVES A,ALL (2" 5TUDS A i N O :R DOWN FOR FAN IL. RE: MEP N7- TUB HEAD ;, NI ► i I i�o I L4 I I I I i I Q'-O5" MINIMUM CLEAR WIDTH —� 0 4 SINK 15LAND ISLAND END 2'-a" ISLAND PLAN PANTRY ELEVATION X R.ANGE AArLL ISLAND BAGK N Interior Elevations (� Scale: 5/5" = I' -OH ® Copyright 2006 Hill 4 Frank, Ina. H I L L F R A N K A R C H I T E C T S • AMIG TILE 0 03 Cl) MM� W Eo ICU V. ♦♦# VJ o 1_J �E 0) 0 0 <C NOV. 30, 200(6 PERMIT ISSUE Project: 06434 Date: NOV. 50, 2006 Sheet — of • e Urowings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, includingthe copyright. The Owner shall be ermitted to retain copies, p p including reproducible copies, g p of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and p, with appropriate compensation to the Architect. r,q ►i V) a_ ca x N I Hr. ROOF/CEILING ASSEMBLY ROOF TRUS 5 U.L. Design P522 y R-50 1-TULATION A I 5/8" TYPE '— GYP. BD. ON 2x8 Top RESILIENT FURRING FIRE BLOCKING CHANNELS o 16" O.G. �TYPE " X✓ - GYP. 5D. 2X4 5TUDS RE: Structural 5-1/2" BATT I HR. PARTY WALL INSULATION U.L. Design U505 25/52" T4 G 055 DECKING I I/2"-"HARD ROCK" CONCRETE FILL -1d Ix4 BASE t�{ I Hr. FLOOR/0EILIN6 :: —Id - tTo 2 G ASSEMBLY N 1 'PLYWOOD U.L. Design L525 RE BLOCKING 5/8" TYPE "G" 1 2x8 To GYP. W. ON p RESILIENT FURRING FIRE BLOCKING CHANNELS @ 16" O.G. 5 "TYPE "X': 6YP. BD. 2X4 STUDS RE: Structural 5-1/2" BATT I HR. PARTY WALL INSULATION U.L. Design U505 mica 25/52" T46 055 DECKING 11/2"-"HARD ROCK" CONCRETE FILL i x4 BASE BATT •\ , I 4Ir Isri i 5/8" TYPE "X" GYP. BD. 2X4 STUDS RE: Structural u) 5-1/2" BATT I HR. PARTY HALL 0 INSULATION U.L. Design U505 8' n m Ix4 BASE a� 5/8" TYPE "X" GYP. BD. EACH SIDE OF WALL 5 1/2" BATT INSULATION 2X6 FIRE BLOCK NAILED. TO ONE SIDE ONLY EVERY 10 FEET MAX. Typ. Party Wall Plan .3 Scale: 5/4" = P-O" �-- /\\ I-HR FLOOK/CEILII I I N6 —� OR ROOF/CEILING ASSEMBLY''// 5/50 TYPE "C" (9YP. BD. ON RESILIENT FURRING CHANNELS ® 16" O.G. 5/8" TYPE "X" GYP. BD. EACH 51DE OF WALL I HR. WALL U.L. Design U505 2X4 STUDS (SEE STRUCTURAL FOR 5PAGING) 9-1/2" BATT INSULATION AT CORRIDORS Typ. Interior Wall 4 Scale: 5/4" = I'-O" 2X4 STUDS SEE STRUCTURAL FOR 5PAC I N6 EALANT STAR" )VERFL4 )PENING 24 Ga. PREFINISHED GALV. METAL CONDUCTOR HEAD AND 6"X6" SQUARE DOWNSPOUT 5EGTION Scupper/Conductor Head Dtl. 5 MM rzlw ELEVATION 01 " DIA. HOLES Scale: 1/4" = 1'-0" Typ. Party Wall Section Scale: 5/4" = 1'-0" © Copyright 200(b Hilt s Frank, Inc. ies d n re rodu able co res of the inclu r The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use sole/y with respect to this Project, and the Architect shall be deemed the author of these documents, and shall retain all common law, statutory and other reserved rights, including fhe copyright. The Owner shall be permitted to retain cop g p p , Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensa .ction to the Architect. H I L L F R A N K ■ ■ ■ A R C H I T E C T S • MM� Co X L>2W a) O I` VC EO LJLCU CLrr�^^� CU V, 1-0 Fllllllllllllll D Q 0 r I FEB. 7, 200-7 CITY COMMENTS I JAN. 26, 200-7 CITY COMMENTS NOV. 50, 2006 PERMIT ISSUE Project: 06434 Date: FEB. 1, 200-7 Sheet — of FOURTH FLOOR I'tl-f,11 SECOND 4 THIRD FLOOR nA& Stair #3 Plans ---.� FOURTH FLOOR - -n" 8 Treads a 11" = -V-411 W-per" q" SECOND $ THIRD FLOOR 01 FIRST FLOOR Stair #2 Plans Scale: 14" = I'-O" II" d'-I" a Tro_MA,% !al 11" : A'-S" FOURTH FLOOR Jill Al -Ill Q Tr0_/7rJa raa Jill s B'-3" Stair #1 Plans Scale: 1/4" = P-O" H I L L F R A N K ■ ■ ■ A R C H IT E C T S • 0) ■rr r U) ■ rn X C) �^ UC E LL CU � CD Q r`' 0 U 0 r Q Project: 06434 Date: f4 5. I, 200-T A22 ® Copyright 2006 Hill 4 Frank, Inc. I Sheet — of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, or the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. r-.1 .--r 1 /A H h---- Ixb FIBER CEMENT BOARD FASCIA FIBER CEMENT BOARD PANELS SHEATHING RE: Structural "TYVEK" VAPOR BARRIER 4" CANT STRIP 555 ROOF SY 555 ROOF SYSTEM Stair No. 3 Section Scale,: 5/5" = 1'-0" H I L L F R A N K ■ ■ ■ A R C H IT E C T S • D ARc E • F y% 0) C w wwr� ■ m N o F- E O cU -K.-. LLCUCU 0 0 d Project: 06454 Date: FEB. 7, 2007 A23 Sheet — of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory ana orner reservea ngnrs, incruaing me copyngnt. ine vwrrer snuri uG ptv lfI-(Cu U , CCU,,, t1vN,c�, ,,,�,—,,y , -I 1-1/2" so. X 16 Ga. TOP RAIL WITH 1/2" SG. X 16 Ga. BALUSTERS AT 4" O.G. 1-1/2" So. X 16 Ga. POST a. 4' O.G. 101. 0 X 16 Ga - 50TTOM RAI Ix4 CEMENT BOARD TRIM 9 2690 GALV. FLASH NG� ml� Q jA STRUCTURAL CAST STONE L DOOR 112 .0 ct� LAY BRICK THROUGH JO 15tr5 AT SIDES OF 3'-10" 26ga. GALV. FLAS STRUCTURAL CAST STONE LIN 5/8" GYP. EXTERIOR SOFFIT BD. TYPE "C" ON RESILIENT FURRING CHANNELS @ IV' O.G. TR TAPED w/ FIBERGLAS5 MESH TAPE $ TEXTURED w/ EPDXY "TRIGO-PLEX" FROM SHERWIN WILLIAMS DOOR (.11 d- i TION I Hr. R OF/G A55EM LY U.L. De ian P 1.;-I/2" 50. X 16 Ga. TOP RAIL 1/2" SQ. X 16 Ga. STERS AT 4" D.G. 1-1/2" SQ. X 16 Ga. P05T @ 4' O.G. 1-1/2" 50. X 16 Ga. BOTTOM RAIL Ix4 CEMENT G BOARD TRIM to LAY BRICK THROUGH JOIS S AT SIDES OF SAL ONY 3'-10" 269a. GALV. FLASHI STRUCTURAL CAST STONE LINTI 5/5" GYP. EXTERIOR SOFFIT BD. TYPE "C" ON RESILIENT FURRING CHANNELS ® IV' O.G. TRA TAPED w/ FIBERGLASS MESH TAPE 4 TEXTURED w/ EPDXY "TRICO-PLEX" FROM SHERWIN WILLIAMS 6 CPO. -10 I-I/2" SQTOP RAIL O WITH 1/2" SQ. X 16 Ga. BALUSTERS AT 4 D.C. X 16 Ga. ----- POST ® 41 O.G. BOTTOM RAIL Ix4 CEMENT BOARD TRIM I Hr. FLOOR/CEILING A55EMBLY11 U.L. Deslgn L528 ❑0 I Hr. ALL SSE BLY U.L. 5asign 556 r r Wall Section - Upper 2 Scale: 3/ 4" = 1'-0" CONTINUED �I O DOOR ( 11 �U m LAY BRICK THROUGH JOIS 5 AT SIDES OF BAL ONY (V 269a. GALV. FLASHING_/ STRUCTURAL CAST STONE LINTEL-- 5/8" GYP. EXTERIOR SOFFIT BD. TYPE "C" ON RESILIENT FURRING CHANNELS @ 16" O.G. TAPED w/ FIBERGLASS MESH TAPE 4 TEXTURED w/ EPDXY "MOO-PLEX" FROM SHERWIN WILLIAMS , WINDOW I A CAST STONE SILL 26ga. GALV. FLA5HI I Hr. FLOOR/G ILING- A55 MBLY U.L. Deslml L528 A 1 Hr. AALL 55E BLY U.L. esign V556 I Hr. F OOR. AS U. . Desi n I Hr. AALL ASSEMBLY U.L. Design J556 ?1 ►�i VIA RECESS SOLDIER DECK RE: COURSE 1/2" STRUCTURAL tt l 1/2"-"HARD ROCK" CONCRETE FILL i fir. WALL RECESS SOLDIER ASSEMBLY GOUR E I/2" =ry Ix4 BASE U. . Design U356 VZA - FLOC R TRUSSES mist -� - o - 02 11 G' BATT I A r. FLOOR/GEILING SEMBLY milt `;� Q I I U. . Design L528 5/8" TYPE licit - GYP. Biz. ON RESILIENT FURRING CHANNELS a 16" O.G. 5HEATHIN& Structural 5/8" TYP "C" GYP. BD. ON I NG 5/8" TYPE "X" RESILIENT FURRING „ A SEMBLY U. . Design P522 GYP. BD. 'TYVEK" CHANNELS ® 16 0. C. — VAPOR BARRIER 2X4 STUDS RE: Structural R-15 BATT - INSULATION Mid) 5i8" TYPE "x,, GYP. BD. o - -1� FACE BRICK W/ 2X4 STUDS G.I. WALL TIES ® 16" O.G. 16" O.G. EVERY (oth COURSE R-15 BATT INSULATION -1d3 i O DECK RE: STRUCTURAL I I/2"-"HAR0 ROCK" CONCRETE FILL Ix4 BASE --.: —1 FLOOR TRU55ES @ E BATT v IN / T Tnm: 5/8" TYPE "G" GYP. BD. ON RESILIENT FURRING CHANNELS @ 16" O.G. — 5/8" I 1 n 11X:I GYP. BD. 2X4 5TUDS 16" O.G. R-15 BATT Mid) INSULATION 4 -1cA T FACE BRICK A/ G.I. WALL TIES 0 16" O.G. EVERY 6th COURSE ABOVE 50' PROVIDE SPECIAL WALL TIES PER STRUCTURAL RE: 1158.01 _RECESS SOLDIER COURSE 1/2" I f4r. WALL A SEMBLY U. . Design U956 1 r. FLOOR/CEILING ASSEMBLY U.. Design L528 50'-0" AFF - HEATHING ,E: Structural "TYVEK': VAPOR BARRIER Walt Section -Upper DECK RE: STRUCTURAL 1 1 /2 "- "HARD ROCK" CONCRETE FILL =ry Ix4 BASE t- FLOOR TRUSSES -' a 2 .C. _ ATT 5/all,TYPE 'la" .GYP. BD. ON RESILIENT FURRING CHANNELS ® 16" O.G. 5/8" TYPE "X" GYP. BD. 2X4 STUDS - RE: Structural R-15 BATT- INSULATION -'cSJ it SOLDIER 1/2" I r. FLOOR/GEILIN6 ASSEMBLY U.. Design L528 }EATHING 5tructural "TYVEK" VAPOR BARRIER I Hr. WALL ASSEMBLY U.L. Design U55(b SOLDIER 1/2" - EMBRANE FLA5ING H I L L F R A N K A R C H I T E C T S • RED A R� i Q- qrE OF FEB. 1, 200-7 C U) MM� W CU X o _ �- E o co I cc CLw .� Jc 0 o V r IFEB. R, 200-7 IACITY COMMENTS JAN. 26, 200-7 CITY COMMENTS MEMBRANE FLA5IN6 '' Ix4 BAS F F Scale: 5/4" = 1'-0" CONTINUED F.F. EP EVERY --- NOV. 30, 2006 VERY INEETHIRPDEJO T IRD JOINT PERMIT ISSUE JOINT LL VOID FILL VOID WITH GROUT WI GROUT Project: 06434 } Date: FEB. '7, 2001 2 sJ. 2: it r V) CL A24 Wall Section - Lower Wall Section - Lower 2 Scale: 5/4 - 1'-0" cv Scale: 3/4 = I -O 0 Copyright 200(o Hill 4 Frank, Inc. Sheet — of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including. the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. mid' %D 2X4 ALUMINUM FRAME STORE FRONT SYSTEM 2X4 ALUMINUM FRAME STORE FRONT SYSTEM I Hr. ROOF/CEIL1 6 A55EMBLY U.L. Design P522 11 I Hr. FLOOR/CEILIN6 A55EMBLY U.L. Desian L528 Wall Section - Upper 1 Scale: 5/4" = 1'-0" CONTINUED Ix6 FIIPER CEMENT BOARD FASCIA PREFINI5HED GUTTER METAL EDGE r- 555 ROOF SYSTEM 2X4 ALUMINUM FRAME STORE FRONT SYSTEM SILL FLASHING 4" CANT STRIP— FLASHING COUNTER DEOK RE: FLA5HIN6 AND TOP STRUCTURAL SHEET PER SB5 ROOFING SYSTEM 5/5" GYP. EXTERIOR SOFFIT BD. TYPE "C" ON RESILIENT FURRING CHANNELS a 16" O.G. TAPED w/ FIBER61LA55 MESH TAPE 4 'TEXTURED rv/ EPDXY "TRICO-PLEX" FROM 5HERWIN AILLIAMS Wall Section - Lower Scale: 5/4" = 1'-0" I Hr. FLOOR/CEILING ASSEMBLY U.L. Desian L528 I Hr. FLOOR/GEILING ASSEMBLY U.L. Design L528 Mid) O 2 Wall Section - Lower 4 3 Scale: " = P-O" © CoPy9 rt ht 2006 Hill s Frank Ina. . / The Drawings, Specifications and other documents prepared by the'Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents_ and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. H I L L F R A N K ■ ■ ■ A R C H IT E C T S D Arc E A- y%A --i 5575 Qom' OF FEB. -T, 200i rrrr a) o *M' C F- 4-1 E o L CL tt�^^ v, -i—+ r'' 0 U C) r Q FEB. -1, 2007 1 CITY COMMENT5 AJAN. 26, 2007 CITY COMMENTS NOV. 50, 2006 PERMIT ISSUE Project: 06454 Date: FEB. 7, 2007 A26 Sheet — of Wall Section - Upper 1 5cala: 5/4" = V-O" CONTINUED H I L L F R A N K ■ ■ ■ A R C H IT E C T S • r rrr. v 0 U(D E � O CU V. LL C Q� -- CD v Mn 0 Q Project: 06434 Date: FE8. 7, 2007 1 • • O Copyright 2006 Hill 4 f=rank, Inc.. � Sheet — of The Drawings, Specifications and other documents prepared b the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and snap retaln au common law, srarurory ana other reserveu rnynw, !!lwuullly mu LLNy,ly,«. 111� �...� ,.......«.. . --•.. ..r. �, •••-•--•••� •_�.____._._ _. _._ g p P P Y J Architect's Drawings, Specifications and other documents for information and reference in connection w1t.'7 the Owner's use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. 11 PROTECTO WRAP INSTALL MEMBRANE ABOVE WINDOW OVER TOP FLANGE (SEAL MEMBRANE WITH MASTIC TO 5HEATHING 4 STAPLE) TRIM EXP05ED MEMBRANE BEFORE APPLYING SEALANT NAIL WINDOW FLANGE TO SYP SHEATHING INSTALL MEMBRANE OVER SIDE FLANGES AND BOTTOM MEMBRANE TRIM EXPOSED MEMBRANE BEFORE APPLYING SEALANT _ INSTALL MEMBRANE OVER BOTTOM FLANGE 14 TYP. MEMBRANE FLASHING @ EXTERIOR OPENINGS NO SCALE 2X4 LAY FLAT -')P PLATE .020" PV FLASHING HEADER (5EE STRUCTURAL) JACK STUDS — SOLE PLATE - 13 HEADER DETAILS NO 5GALE MAX. NON -LOAD BEARING WEEP EVE 5rd BRICI SHEET FLAY 571RUCITURA CAST 5T01' LINTEL STEEL LIt` (SEE 5CHEG SEAL, BRICK MC 12 TYP. WALL CORNER PLAN SCALE: 5" = 1'-0" 11 TYP. WALL INTERSECTION SCALE: S" = 1'-0" STUDS JER DRIVEN FASTENERS 4 )HERS @ 4'-0" O.G. 4 NOT 15ER THAN 5" FROM END vLATE. SET 8 SHANK �4ETERS INTO SLAB MIN. STRUCTURAL FOR 4R WALL ANCHORAGE ®INTERIOR PLATE DETAIL SCALE: 5" = 1'-0" i BATT INSUL. oNTHING STRUCTURAL) HOR BOLTS STRUCTURAL DRAWINGS SIZE AND SPACING ATED SOLE PLATE IN SEALANT . 5EALER 9 EXTERIOR WALL PLATE DTL. SCALE: 5" = P-O" 8" GYP. BD. fEATHING EE STRUCTURAL) •2X HEADER EE STRUCTURAL) TRIM SEXTERIOR TRANSOM HEAD SCALE: 5" = 1'-0" TRA 7EXTERIOR DOOR HEAD SCALE: 5" = 1'-0" BRICK SEALANT BRICK MOULD "Z" WEATHERSTRIP — WE 13" DOOR 5/8" GYP. BD. SHEATHING (SEE STRUCTURAL) 2" TRIM 6 EXTERIOR DOOR JAMB SCALE: 5" = 1'-0" /'-�LVI'1. 11 t1�Lw/I IV LY SET IN SEALANT 5 EXTERIOR DOOR SILL SCALE: 5" = 1'-011 SHIM WOOD FRAME SHEET FLA5 5TRUCTJR/ CAST STO' LINTEL SEAL 4 WINDOW HEAD SCALE: 5" = 1'-0" BRIG 3 WINDOW JAMB SCALE: 5" = 1'-0" SEALANT wi COMPRESS[(:' RC CAST 57 SILL 2 WINDOW SILL SCALE: 5" = 1'-0" 8" GYP. BD. 4EATHING EE STRUCTURAL) •2X HEADER EE SCHEDULE) ITL. CORNER BEAD P MOLD SLUM. WINDOW HEAD " GYP. BD. :ATHIN(5 E STRUCTURAL) 'L. CORNER BEAD UM. WINDOW JAMB LUM WINDOW SILL ;6 SILL -OCKING ' TRIM V' GYP. BD. HEATHING iEE STRUCTURAL) 3" (5YP. BD. •2X HEADER °E STRUCTURAL) 41M TRIM ;OD FRAME 3/8" THK. AD. DOOR 1 INTERIOR DOOR HEAD - JAMB SIM. SCALE: 5" = 1'-0" H I L L F R A N K ■ ■ ■ A R C H I T E C T S • C m o 4" �- O Q ♦���//-��+ VJ D �' O U 0 r Q Project: 06434 Date: NOV. 30, 2006 �Ic�i7 © Copyright 2006 Hill 4 Fronk, Inc. I Sheet — of — -••••7 �r�- ...+ +....Ili lw /�Iv}.vl ., cJy ,Ic �,�,,,�cc� Iv, t,,,o rivJcc_c UlC c.sccUf„Cncs v� cr1e hrchhecrs service ror use solely wirn respect to tnis rroject, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect s Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. I• 4GA'7 FRE-FINISHED STA SEAM METAL ROOF 12 I Q ! PRE- IN15HED MET/ GUTTER CON INUOUS PLASTER CORNICE Fl. 0 �r = O in I o O I IGAS A G � . ..... . ... .. 3r,4'1 46A 't PRE -FINISHED STANDI SEAM METAL ROOF PRE -FIN SHED GiJ'fi4' R I I U - GA6 CONTINUI PRE -FINISHED METAL CONTINUOUS PLASTER CORNICE GAP FLASHING CORNICE I -I---------- ----------- rr --------- __...--- ---- -- ----- ----_ -- - — _ __ --- ----- ---- PLASTER EXPAN51 I N EJ (typ) EJ (typ) ' rrr -----{ j sr * -t DECORA PLAS ERTI VE LINTEL JOINT (EJ) (typ) 1 SILL — O 1 11 -- m --- CONTINUOUS PLAS R � ( -------- ____ �" - --------- —— — — — — —R HZtypj` ---- -- ----- -- ----o rr}_____ PLASTER FINISH _ ------�TT I r EM z1 1� PAINTED STEEL TUBE RAIL 4 BALLU5TER5 PRE -FINISHED METAL GAP FLASHING 4GA'i SeON ARC m PLASTER EXPANS1014 - m — w- PAINTED STEEL PICKET FENCE ,US PLASTER . C i O -EJ (typ) b .i PRE FINISHED MET GAP FLASHING C OU5 PLASTER 2 North Elevation Scale: I/8" = 1'-0" 0I%�������11 i CORNICECONTINUOUS PLASTER PLASTER FINISH ----------+--.�.r._...----._._.— JOINT (EX (typ) (typ) 1 West Elevation Scale: 1/6" = 1'-0" I REVISED SIZE AND EXTERIOR MATERIALS I r H I L L F R A N K ■ ■ ■ A R C H I T E C T S • 0) Co Q) - o A-J I E o ICU LL CU . -1-+ CIO W CD 0 AJAN. 26, 200-7 CITY COMMENTS NOV. 50, 2006 PERMIT ISSUE Project: 06434 Date: JAN.26, 2001 GA5 U4 CD w w ® Copyright 2006 Hill 4 Frank, Inc.. Sheet of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. yarage Section M ■ 5cole: 1/5" = V-0" REV15ED 51ZE AND EXTERIOR MATERIALS 0 r W H I L L F R A N K ■ ■ ■ A R C H I T E C T S 0 JAN. 26, 200-7 i Cn CU X C E o C CD Q� r C" W ov r- Q Project: 06454 Date: JAN.26, 200-T ® Copyright 2006 44111 $ 1`rank, Inc. ' Sheet of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reservea ngnts, incivatng me copyrngnt. me vwner snurr rye perrraueu to rccwn L;uN,CZ,, ,r,k,uUrr,y v, .— Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. 28 ga. PRE -FINISHED METAL GAP FLASHING TREATED 2x10— 2L ASTER MOL ING 1111 tV PLASTER 2"x6" I" CEMENT FIBER BACKER.BOARD 8" PLASTER ON SELF. FURRING METAL LATH 1 1/2" METAL PANEL (SEE STRUCTURAL) 12" STEEL VEHICLE BARRIER > 3" CONC. SLAB ON 5" METAL DECK N 4 ' oa • a _ 12" STEEL VEHICLE BARRIER 3 GONG. SLAB ON 3" METAL DECK i 5LAB SILL FLASHING i BEYOND r- FILL PAGTED 4 Wall Section Scale: 1/2" = I'-0" w d I• 28 ga. PRE -FINISHED METAL GAP FLASHING TREATED 2x10— PLASTER MQLr IN6- 2"xb" d- r N " CEMENT M5ER BACKER EZ ARD PLASTER MOLDIN6- 211x6" " PLASTER ON SELF_ FURRIN6 METAL LATH PLASTER ARCH,.,•_, 2 "x6" ARCHED STEEL LINTEL (SEE STRUCT) STEEL ANGLE (SEE STRUCT) T52x2x1/8" RAIL 1/2" SQ. STEEL BALUSTERS ® 4" O.G. WELDED TO ANGLE SEALANT PLASTER SILL 2 "x6" N I" CEMENT FIBER BACKER BOARD " PLASTER ON SELF FURRING METAL LATH PLASTER ARCH 2"x6" Or STEEL LINTEL (SEE 5TRUCT) STEEL ANGLE (SEE STRUGT.) 1/2" 50. 5TEEL PICKETS ® 4" D.G. 12" STEEL VEHICLE BARRIER N r 0" GONG. SLAB ON S" METAL DECK N j 4 3-I/2x3/8" ANGLE (L H) WELDED TO CHANNEL UT 12" 5TEEL VEHICLE BARRIER 6" CHANNEL (SEE STRUCTURAL) - m 3" GONG. SLAB ON 3" METAL DECK N I 1 " 50. STEEL TUBE i RAILS I I SEALANT 1/2" NON -EXTRUDING / PREFORMED EXP. JOINT 'I Wall Section Scale: 1/2'= I' -On I• 4 .q H I L L F R A N K IN ■ ■ AR C H ITECTS. • D qRc E. A, yA 5576 Cl) F p� 8 I JAN. 26, 200-7 2 Wall Section Scale: 1/2" = 1'-0" 12" STEEL VEHICLE BARRIER lu � 4 � O � r 3" GONG. 5LA5 N ON 3" METAL DECK fk 28 ga. PRE -FINISHED METAL GAP FLASHING i— TREATED 2x 10 PLASTER MOLDING <i- r tV PLASTER MOLDING 2"xb" PLASTER ARCH 2"x6" STEEL LINTEL _ (5EE STRUCT) W O !! 1/2" 90. STEEL i 5ALUSTER5 @ 4" O.G. i" 90. STEEEL TUBE RAILS 1/2" NON -EXTRUDING PREFORMED EXP. JOINT CU V CD U � � o ..., .._ cu 0 o v REVISED 51ZE AND EXTERIOR MATERIALS 11 A r /,\ .JAN. 26, 200'7 \ CITY COMMENTS NOV. 50, 2006 PERMIT 155UE Project: 06434 Date: JAN.26, 200-1 GA7 Wall Section Scale: 1/2" = I' -OH ® Copyright 2006 Hill 4 Frank, Me- Sheet of Inc Liruwlrrys, J1JCG'lrIGULIV(rJ urlu vtrler uucurnerres Nrepureu ray the Hrcnnucc wr uus r^rujuuL ure rrrsuurrrerres' uI Lne -irL:fiauuL s service Iur use sorery wlrn respect to rn/s P'ra/ecr, ana me Hrunlrecr sn011 De aeemea me aurnor or rnese aocuments ana snarl rerain an common law, srarurory ana orner reserved ngnts, rncruurny crre uupyrryra. Inc vwncr mutt uv pvrrruLLcu Lv rcLum uuptao, rllcruumV rcNrvuuL,iuic vvNrco, vi u,c Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architects Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. a" 28 ga. PRE -FINISHED I METAL GAP FLASHING I TREATED 2xi0 ! 28 ga. PRE -FINISHED METAL GAP FLASHING TREATED 2x10— 'st PLA6STER MOL ING tl- N PLA6STER MOL ING �" CEMENT FIBER BACKER BOARD 8" PLASTER ON 5ELF_ FURRING METAL LATH 1 1/2" METAL PANEL (SEE STRUCTURAL) 12" STEEL VEHICLE BARRIER J_ N > 5" GONG. SLAB ON 5" METAL DECK N a u - CONT. STEEL LINTEL (SEE STRUCTURAL) 6" STEEL COLUMNS (SEE STRUCTURAL) 12" STEEL VEHICLE BARRIER 5" GONG. SLAB ON 5" METAL DECK N I I• SEALANT f-1/2" NON -EXTRUDING PREFORMED EXP. JOINT 25 ga. PRE -FINISHED METAL GAP FLASHING TREATED 2xIO— L.X 5TER MOLDI If PLASTER ON 5ELF_ URRING METAL LATH PLASTER ARCH if in 0 0 QII PLASTER MQL ING 2"x6" d 12" STEEL N VEHICLE BARRIER " CEMENT f 15ER N BACKER BOARD tt PLA5TER MOLDING 2"x6 Oil 5" e :+ 4. _ e e PLASTER ON SELL= FURRING METAL LATH PLASTER AR '� ARCHED STEEL LINTEL (SEE STRUGT.) STEEL ANGLE I (SEE STRUGT.) j 12" STEEL VEHICLE BARRIER i m � 5" GONG. SLAB N ON 5" METAL DECK 0 T52x2x1/5" RAIL 4 3-1/2x5/8" ANGLE ( H) WELDED TO CHANNEL 1/2" So. STEEL J. BALUSTERS @ 4" O.G. WELDED TO ANGLE i of 12" 12" STEEL tV SEALANT i — VEHICLE BARRIER N PLASTER SILL - 6" CHANNEL 2"x6" (SEE STRUCTURAL) - M - � .CEMENT FIBER ir 5" GONG. SLAB � 'CV O' �y N BACKER BOARD ON 5" METAL DECK PLASTER ON 5ELF FURRING METAL LATH PLASTER ARCH 2 "x6" O ARCHED STEEL LINTEL (SEE STRUCT) - STEEL ANGLE O, (SEE STRUCT) O O 6) w tu -'" PLASTER ON SELF } FURRING METAL LATI• FRENCH DRAIN (TO 57ORM 5Y57EM) I SEALANT 1/ If NON -EXTRUDING PFEFORMED EXP. JOINT I 4x5-1/2x5/5" (LLH) WELDED TO G 12" STEEL VEHICLE BARRIER 6" CHANNEL (SEE STRUCTURAL) 1 " 50. STEEL TUBE RAILS 12" STEEL E BARRIER-- p SEAL N V2" NON -EXTRUDING PREFORMED EXP. JOINT a 25 ga. PRE -FINISHED METAL GAP FLASHING —TREATED 2x10 MOLDING PLASTER MOLDING 2"x6" PLASTER ARCH 2 "x6" ARCHED 5TEEL LINTEL (SEE 5TRUGT.) _ STEEL ANGLE (BEE 5TRUGT.) TS2x2xl/8" RAIL 1/2" So. STEEL BALU5TER5 ® 4" O.G. WELDED TO ANGLE SEALANT _ PLASTER 51LL 2 x6 N O " CEMENT FIBER cy BACKER BOARD 8" PLASTER ON SELF FURRING METAL LATH PLASTER ARCH 2"xb" ARCHED 5TEEL LINTEL , (SEE 5TRUCT.) _ STEEL ANGLE (SEE 5TRUGT.) 1/2" 50. STEEL BALUSTERS ® 4" .C. 0 "r- H I L L F R A N K ■ ■ ■ A R C H I T E C T S • D A Rc E. �X S57$ P qT� OF JAN. 26, 2007 0) .0 0) co CU X CD E o -i--0 Cn a) � 0 r- 0 U 0 REVISED SIZE AND EXTERIOR MATERIALS A r 11JAN. 26, 200i 1\10ITY COMMENTS NOV. 50, 2006 PERMIT ISSUE Project: 06454 Date: JAN.26, 2007 If GA8 4Wall Section Wall Section 2 Wall Section 1 Wall ISecti oIf n 2006 hall Frank Inc..Scale• i/2 " - I'-0° Scale: 1/2 - I -0 Scale. 1/2 I 0 ® CopyrightSheet of a r documents prepared b the Architect The Drawings, Specifications and other d p p y for this Project are instruments of the Architect's I service for use solely with respect to this Project, and the Architect shall be deemed me aurnor or rnese aocuments and span resin uti currrmvrt WIN, Scvcuwry urlu for to vurcr rwarvcu tryr,Lo, «<�,uw,.,y this Project or for completion t„V .,.,r,�„y„�. of this Project •..�-....�• by others, �••�•• except --- ,--•• ..____ __ .___... __�.__, _.___ ,, , by agreement in writing and with appropriate compensation to the Architect. 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PRE -FINISHED STANDING SEAM METAL ROOF METAL DECKING \ (SEE STRUCTURAL) 6" STEEL RAFTERS F_(5EE STRUCTURAL) PRE -FINISHED METAL GUTTER 4 DOWNSPOUT y _ IC PR sS ,; • . 501 EE ' I ,., � XI ! ! 7 77 tr 771/1 !! O l X I Q • 77 ) h t ----=--__ AEEP --�- 7/7 8" G.M.U. W/ TRUSS TYPE HORIZONTAL �, y` �- \\ RE I NFORG I NS EVERY OTHER COURSE AND 1-1/4 '1 PIPE (1.6" O.D ., , \ "T ),HANDRAIL MOUNTED 54" ABOVE AND " #5 VERT 52" O.G. ITREADS i� '� ;. 0 1-1/2" CLEAR OF BALLU5TER5 t_._........... -% GROUT. FILL CELLS A/ . (SEE STRUCTURAL) ' FACE l I i WALL i EVER ! 1 SCRE PANE ---- ..�.: .:.�. 5 ii 777 :< L OPENINGS TO PREVENT ` \ ji ' Ij i� Ii ! 1' ` 2 _N PA55A6E OF 4" SPHEREti 1T 5" GONG. SLAB ON 5" METAL DECK 72 , Y , \ , ,. 77, -. - �- \ lv \ I ! Painted Pipe Rail' lilt ! 1 Treads i i - m4•'_'!1'-10" r n Concrete Filled Closed- II Riser Metal Treads I "' 12" Steel Channel i N Stringers AEEP EV 4x4xl/4" Clip Angles Aelded to Stringers. Attach to Slab wlth 1/2' Expansion Anchors i 2 "-FINISHED METAL FASCIA _D I ER COURSE EVERY 5rd BRICK P LINTELS) BRICK A/ G.I. TIES ® I6" O.G. Y (oth COURSE NED TO METAL _5 It METAL PANEL '.E STRUCTURAL) =RY 5rd BRICK --1N PRE -FINISHED METAL GUTTER 4 DOWNSPOUT F PRE -FINISHED METAL FASGIA SOLDIER COURSE --� O N O N CAST STONE LINTEL STEEL LINTEL (SEE STRUGT.) TS2x2xl/8" RAIL \ 12" SQ. STEEL BALUSTERS a 4" O.G. WELDED TO ANGLE SEALANT-,, CAST STONE SILL 1 1/2 METAL PANEL (SEE STRUCTURAL) FACE BRICK A/ G.I. WALL TIES ® 16" O.G. EVERY bth COURSE SCREWED TO METAL PANELS DRIP GAP HOLLOA METAL DOOR $ FRAME \-6" STEEL RAFTERS METAL DEVQN6-"" (SEE STRUCTURAL) (SEE STRUCTURAL) 24 6A. PRE -FINISHED METAL ROOF CONT. STEEL LINTEL (SEE STRUCTURAL) I/2x2-I/2x5/8'1 ANGLE _H) WELDED TO CHANNEL 1 ! Lit Il :! j q � 1: •! i L L_� L—� I; 6" CHANNEL j (SEE STRUCTURAL)f 3" GONG. SLAB !; ON 5" METAL DECK ! ✓ \ % _ T\ (i L _ �~ L_� 1-1/4" PIPE 0.67" O.D.) HANDRAIL MOUNTED 34" ABOVE TREADS AND 1-1/2" CLEAR OF BALLU5TER5 0 it 1! ! !, iM. THRESHOLD 1 N ' IF FULL BED SEALANT OPENINGS TO PREVENT PA55AGE OF 4" SPHERE L L—� I-1/4" Mo. (1.6 7" O.D.) Painted Pipe Rail ! Agr Won FAk* 4x4x1/4" Clip Angles Aelded to Stringers. Attach to Slab with 1/2' Expansion Anchors 2 Stair Section 1 Stair Section Scale: 1/2" = I'-O" Scale: 1/2" = 1'-0" 0 Copyright 2006 Hill 4 Frank, Inc. Sheet The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shallretain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. 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I + . , : ;� ... . . .. .. �, :: ., 1, , . .. ... _ - , " . . I-: � I . - I , . 1 .- ........ .. � + -.... �,, . . . . . L% :- I L . I '37 STACK VARIES IN HEIGHT 2.0'_ T T_ 45° SEND-'-. -Y SERVICE FITTING A. 13(-4V X'T .DAXJ�1XETCSEWER TEE)SrXD�D MMfA MANHOLE DIA. MAN SIZE 4 FT .<18in. 5 'FT >18in. (30in. 6 FT >36in. W/ .-MORTAR q'i o INSIDE AT ALL JOINTS, M-AX 13" MIN. PLUG SEE NOTE L Z) STD. BEND BASE DEEP CONNECTION PROFILE '64 BARS 'BENT 0.90* AND WATERSTOP-PIPECONX TIED TO WALL AND''BASE. MANHOLE ADAPTER SEAL *4 BARS, 811 O.C.,E.W. SELECT NATIVE MATERIAL ORIGINAL GROUND IN OR APPROVED EQUAL' FUTURE STREET' AREA (2 REQ'Di. NOTE:DEPTHS GREATER THAN 12' R-O-W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF WILL REQUIRE 2 MATS-- OF ROCKS,'LUMPS,CLODS,OR -DEBRIS LARGER THAN TWO (2) NOTES: �5- INVERT 3/4 'DIAMETER OF PIPE VARIES INCHES IN THE LARGEST DIMENSION), COMPACTED TO A PLACE METAL DETECTOR REINFORCING STEEL IN THE BASE. l.:FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ UP TO 24". 24" AND LARGER TAPE AT 12"-18" DEPTH. 4- _j NSITY AS DETERMINED BY STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. SHALL. BE FULL' DEPTH INVERTS. ASTM D698 (STANDARD) AT -A 'MOISTURE CONTENT WITHIN MINIMUM OF 90;/ OF MAXIMUM DE i -,4/ -STRUCTURAL OPTIMUM TO OF OPTIMUM UNDER NON 2: ALL BEDDING & INSTALLATION OF PVC -PIPE SHALL BE IN 3.5'MIN.(SEE*. NOTE 1.) AREAS' Oe�..,.YARD8, PASTURES, EASEMENTS) AND TO A.- ACCORDANCE To ANSI/AWWA STANDARDS FOR PVC PIPE. SELECT* MATERIAL -MINIMUM OF OF MAXIMUM DENSITY AS DETERMINED ���'RD ICE TE' 3., ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BY ASTM D698 (STANDARD) AT A MOISTURE CON NT. * WITHIN (MANUALLY IN ACCORDANCE' TO ANSI/AWWA C150/A21.50- BE Isi-0.2 i OPTIMUM 10 +4X OF OPTIMUM UNDER FUTURE STREET AREAS. CONSOLIDATE 4 *COMPACTION SHALL BE ATTAINED BY MECHANICAL- TAMPING. GRANULAR MATERIAL �_%l AT OPTIMUM MOISTURE) - 5 DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE NOTE 3) PVC (SEE MATERIAL SHALL BE BANK -RUN RIVER SAND WHICH IS FREE` (Mk 1;/. SLOPE) OF DETRIMENTAL QUANTITIES OF CLAY, DEBRfS,.OR`:'0RGANIC 4 �01F THE WORK, EITHER INSIDE OR' OUTSIDE THE RIGHT OF OR-.' 2.0 MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING 'REQUIREMENTS: UNDISTURBED SOIL WAY' SHALL BE CONTROLLED BY THE CONTRACT PIPE 6'. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING T-Y SERVICE FITTING MAXIMUM LIQUID LIMIT 45 aim OR PLATING PLACED AT THE END OF EACH WORKING DAY. (SEWER TEE) SEE NOTE 5 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 7: TWENTY7FOUR (24) HOUR NOTIFICATION TO ENGINEERING MIN./12" MAX. 6" MINIMUM PERCENT PASSING 3/4". SIEVE' 100. IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. THE MATERIAL SHALL BE FREE! FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A -BALL WHEN PRESSED IN THE HAND. STANDARD CONNECTION PROFILE COMPACTED CEMENT STA91LIZED SAND, 1-1/2 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE,' To 'FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE. AT. OPTIMUM MOISTURE.. ORIGINAL FUTURE TU' PLACE T PF A NOTE T \r" TARY RE I ."t T DDINGAND TREK' POR'DI PIPE PVC PIPE SERVICE •NNE TI bz_00-oz NOTES: 1" DIA, "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF PIPE O.D.REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART­'C.ENTER TO 'CENTER. PIL is AND NEW INVERT FOR NEW AFTER "STARTER" HOLES -HAVE BEEN:.,,l STALLED AND APPROVED VIEW A A erCx uA GATE VALVE NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND' -THE CURB STOP FOR SINGLE SERVICE. OR BETWEEN THE SERVICE SADDLE- AND THEE WYE FOR DOUBLE SERVICE. 2.AT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED.' CONC. CURB & GUTTER APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE /— CORP STOP WATERLINE Ii. P I ORIGINAL ROUND IN FUTURE STREET AL LE.MATEM EXCAVA'TED THE DITCH, .(WHICH -IS FREE OF, AREA IMAL TE 1AL"' E)S .OR PLACE METAL DETECTOR DEBRIS LARGER THAN TWO' (2) TAPE AT 12 18" DEPTH. HES THE LARGEST MEN-SION'),..'COMPACTE.D. TO A F; M A ::DENSITY MINIMUM 1MI) -DENS AS. DETERMINED Y AN. _ASTM -ENT WITHIN -8 -(A )�.,ATA 40ITURE CONT -OP.�ni4ijM.":-'TO'-4-4'%"'.-OF,OPTIMUM UNDER'NON—STRUCTURAL AREAS E§j­EA8`EMENTS) ANDJO A EAS., (I YARDS, �.§TOR (Z) SELECT MATERIAL ......... ........ ....... MA*.4mUM:b.tNSfT.Y .AS DETERMINED -MINIM ..OF, X 8.($TA40Akb).AT A MOISTURE CONTENT WITH 6#0 2 F.:, , Y"AST flN NEW (MANUALLY TREE T AND 6PT14um-lo� ­44 ':bP-nm br 'uM. UNDER -S .PAVEMENT.AREAS. U CONSOLIDATE GRANULAR'* MATERIAL AT OPTIMUM MATERIAL I, :SHALT BE BANK RUN'RIVER SAND WHICH IS FREE MOISTURE) - -ITIES. OF CLAY; DEBRIS, OR ORGANIC r blEf,01MENtAL'. QUANT `tN-1ESTE - BY STANDARD 4" -WHI6 D 130RA,)Tr,00Y-M .T-14.0 N UNDISTURJBEb -SbIL- LA jDS.. HE FOLLOWING REQUIREME$ T&. PIPE, LIQUID LIMIT45 .-MAXIMUM.. M.AXIMt W-b6. O.D.: M01MU4 PR'ENT PAS§NG NO" 200 SIEVE '35, -FERtC'ENT /4" SIEVE' 100 MINIMUk:. 6"'- MIN. /1 2" MAX. BlA WT E#1 AL SHALL. 7REE'FLOWING AND WHEN WET, SHALL )r.F F'R ALL WHEN PRESSED IN THE HAND. 'O -16 0 'N M.,A*B OPTION NO. 1 CEMENT. STA ..,NO S:,"' 1,,. NOTES: `DDIA10 rOR Bf cmw WITHIN ALL PAVED AREAS ORIGINAL GROUND OR AND R,&N 'OP t .bk7A&S-- FOR IV CUT STREETS. BOTTOM OF SUB --GRADES IN FUTURE -STREET AREA PLACE IOETAL DETECTOR accordance 1' All biaclding',�:& of PVC pipe sholl be in 11"'­ 18" !S iidi, or PVC -Pipe. TAPE A -to ANSI/AWA tanda .4 • 3. dzding Ductile -* -Ali'- lie ile Iron pipe shall be in lonce. XNSI/AWW t! 50/A21.50. accOl • 4 t be dttcihe& by mechanical' tomping. 2'. orti dc [on 'stfall, SELECT MATERIAL • tion s 5, - Relc(tive., poc ht4I' b ei tested in the preserice of the, e o MENT.STABILIZED SAND h' Contractor's performance of the work CE 6 Dt4st,t6suItjng Jrom 6" eit jnside -or -outside the right of a n id - ll'be..co'trp!le woyj. sh, d by -ttoq o the,:. -on (MANUALLY CONSOLIDATE 7. k fill d and tempordr paving or plaplating-All. Aren snail be'bob . 6 -efid. of gh orking- day. w AT OPTIMUM .-M0(8TURE) 01* $T4-01 & ST4 4" UNDISTURBED SOIL PIPE "6MIN. 12.M/O -B EDD T;EFOR .- • . , - ON N• • WI�,Scqlel NTS, I06, 6— lay S. z"nOtttinq�e theer T .7 Sethist'Dri .:H b• i 4 • 9_) 1_ � . ,­.:;�Nft��It,. . .. , .. .:. 1. .1 . 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PA vp,,R ' � .1 . .. . . . 1. i . . � ­41�j .. � I '_�1_1 . . .K.". - - 1-1 1. .. . --;,-. . __ . _. . - . I � . '..'..., . . s '- ,e - . . . A 'ABLE SPECIFIC IONS . . . � .. I . .. .. . !�' I I I � I I / .1 a),IL I... , i � : . . .- . . 4��., .-'7�-- I . . - . � - IN,. - I . ,' I APLIC - - CIAT . I . . . . � I : , , I �_ -L I I . . A ­-,;­ - - . S1717 =LAPF i. . . . . ., :. , * , . t . , I s, 11 \ 11 . . / . . . I ' $I I ., % I . v . . : '. . . . Fswl-oi ;� . ,� � - , '. � I.' - '-' . . I I �'-��` 4 - % I I , SIL, -AX . . . . J.g A , 't", . ,.:-:�-,; S:dc '13r:i I I I . .. � I v; . h ., "�' '" - I . ,(.T`P*� . ' . 1*. *. - _� ., - I ;i . i �� -'i.'N . . � . �, . . . R7F .. _' \ \ . I .1. . - . / . I vn ri npr \ : � I t . . " r--, i" 1;1 I '­ I— - I 'A ., � - , Mi:i.rtif) - - , . �.. , * , ) I ;­ C.3N I �O_ -0'-,:l --�QIA SS Ll�_ -_': ... . . -_; . , . *,. : � I . . t, I .1 . ��.: .. � ..& . : -�:,- . . . I . � . . . � . . .: - . ­ , 11 . . . ., - ... . ,�S`1, . . I _;�Lmt; I " I . . . . . _T NJOTF � I . . / cl. mp_X. k . .. 1 �4 ;,. ,, t _, _: � . . . . ' ­or-r . %. .1 1, . . . I I I .. . . . -- � -- ---- V_ � - . 1,�� , , - l .� �,` � I . . . . . I \ -2a c?.y rnv, . .. . . I ..... 1wa - _:�� . . I . -1, i � I I . . :. . , , , . - -ft..;: � - - . ` .. . GENERAL NOTES: ­t,j z;TRrN'i-H = 3O.".0f nm* . . I/ - (T-PI.-A ' I . : I . .­�.­... .. . I . . '.. .­. .. . . ,. � : - - - �:__:� .. I .. KAOM4 31641 . T �.,. I � �"' .'. I : I . . : . JAR�; -1 12' C.';.L.W. �jl-,' '- .. I . ;I . t, . . � . . . . I �. .,-. " . : I . . . - " . - . . . I . . . , - , - w . I . - . " . . I �, .�� ..., . . SIDEWALK CONTRACTION JOINT .11 8,Mlll�; -a ILI' G.G.L.W. . f . ­fICK MN.*- . . . .. . . � � . .. � .. I ;.. I I )f lI. . . . . � I . . , : , : .: � , I . ,'LL ,1lR=-1S W-LPE 4XS f4r, V:.f;:.I,,',ICN ,10 CPASS �'VVLR �­',.Vz. �EE'- 3�PL_ .31 -:;GNSIVL.CII­+I k - - . .. I . '-., ,� ' � 141,1 4, . . - - ' ' - . . . . � ­ : - .. . . . . . . . . \ . . � ,::. . '. 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I APFRV-10 LH'nCN C'.*,NIROL Ivl,`!�QV:�': M-SI 13:. V15 ALLED )J-:I*,C I-L =% PE II-J7 IHAI =,^J,..I- I­.1-S . .. . . . . . . . - . I . . . . . . . :jOTH 1,0.71E, �. . � I I C-ASS ,'A­::CNCRETE - SHA-L 1=400`4iN . . . . .*. . . �.­ - � . � a . . . ­ I .. . t CM RAW .. . -Z. ADPLIZABLE S::ECI=(,'-ATIO1.S .-. '.. � t ­ . ,� . � . , . I . :, . . � . . I . I . I . . . . .. . . . . . . . . . . . ... . . . I GEE', JAPC 2- CCHSTP.CTION �,%jc sl ,'I-- S:TAY I'l P_Ar_:: Ut,-IL Acrcr�T!Ia_r -,.,rG--ATIVE Grow- S- . . . . . . . . . . . I.. . - . I . I . . . . - . . . . � .. : I . . . . . . . . I v� . . . i . � I , . . . . � . . . . . I . . � . . . � . .. -O AF-FF -F .4,j-: - , I =` X,t I T.- . TYPICAL AMBULATORY RAMP W/ . I . . . : . .� � . FSTAR ISH- , Z0NSTR..CTI')1 IS CCM�l F THF%I R-MO%,F' " . 4TFAC jR. I . I . ol .� . � .. I . . I . I . . . . - � 1 . , � . . . . . . . I . . . . . � . . , . . . . � . .1. . .. . . - . . . � . . : . . i . . : ' ' ' ­ . . 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SFA-L Fift At mv ai 'I -Fr iTA=A 7FD fix *4 ALL -10:�ZOIJ-A_ M. s . , . 5_19CRAOF 6' r .��:N �01 %X1KIF SHAII F.F Al 101CI-14 1-4s. ST;T--C.!VC 1,S7`*V .-j 6�8 A- SJB-.�RADX a',S :r RECI =C !% C-,)'I-F'17 :3--TY.IFFN 411) CF CIPTOAUM� -wi J:) I, I crvs'C�, LM"Tal- 34SE'jON CC._-_'EC73:Z. SECTIONS.' L cric, j- a 9:, aicrLINE h14. A- -0-1 FADIJS. r -c- 5. prEr% L A -RURM.j;R-.0AD, SEC N P -7 -c.q tz, Rqr,'APFR w �F rc�-,rj i-*q"i TH7 -7r.r. R13-1- Or WAY A\0 rwXFM=1,- %nii+ -Ty ii y,,L- snav%nts StALL c - ST?J31-IZ TIO -vF Wit, ' &F SIAHI I/AIIOK, FC-OR S-RF=-S WI I 6. Cc F)F RFCLR;;D -C LGF 5 TY�.) 'L CH 8" t;1_z:I-LD 'U�A.Zj_ A%; -1; A.:11-L.) UZE 'OR -_AND CEIAE14- STA3 -ZATION SLJB^.RA:-E I� ACCORDA'4E W-H T-E 3/C3 UtOr;,� -DES Gf,... 7 SE.E 2t u z,. SlIk WA K , IJI A(T W�1' IVA -? F S '*If- -A�:H I 0:'.A I K:K 41411 (.Ul:-1 Kl- VANU.-N 3R. PS f_'l 1, nl� I -'htl r�F­ h.. . 1. :Zr-F:? -0- :ieP.1.-`UNF1FI) OFS:*. C-WtINF =ok COI 1. -<'TO:? *1 1 RF ;xQLIRP') T:, LSP 15" -TE 128 DAY. Z-TRC'4;;-lI 3502 '51). 1441; F.AN'DICK- OX SAIP:D 07 1­017'V-D, SCN_ T`PE A7 A-L. YOLL 3.: CCTCRM I, ED 3" TIC 1%- 0 I'l 1511. %'Tl­ X, T klkTFPfbJ PAC US P.Ct-1 IS ­A('.� 0 HAX. MIS A w. cj�Es. -A'JGEF-T_S R-O-sT '40 -F A) 3/81, R -!8" -C 3/'6" 41 I — . - ____ ' ' . I .. k i I I':' TZ =,t� �'�ZzF 40 GENERAL NOTES: B/C ti'S�_C 4a-E 5: �F !41 A�FAS Vot-FRIF F/--TWI Mrs V,:? 13 RF:% il`RF1) SHAI RIF VJ1F'.6ATFI .OJT I C CJ. 6' VIA. =1 rM�'."A)Prl Fivrpnivin ni-Fr Ar) ,?AT�rRFT) -314- -).PE D J3 1'. T FS ;..if Nf-'V'k 01-1; n-�-6 WI­FKI_ -Sr- 51 CO* I r' 41COIC Z F lv ell '�ZWMIC0 ^Jct..r;p\c7 2 ,Ix. Asm_�LTC S !RES-_,T.'SLCC< SOD.41-1- BE RFOJRE�-. 3APED A:�-_AS -,"T4_ Mh-,RE.-E Z14T i-ei000 -WA K %111iE 21- 0117-i ItIF X)41 -m FjIj-* 11T . - \ . ). -;. . . S DEW11L.". ZTE _J�!, FE JQ. -4 CA F FX-FNEON rip. &T SF- )ItI) I)--! hull 1;1%,.',4 IHII CN 14 PA-N. -8 D ST03MC:. SK 'r*."9',;CD X0510\1 C�;*-.1tPO- `41.45LAES411,15T _:D Nil. I -IF F %I I* A:i� -I'. -A,4 FFFN: tizikk I I;.,, ADIL "9& 3 NJ',4A`- 'LIMT O= UEnj E - - -. M `4 � I -A - `*t&c., F 1* - S AL' STJ%Y 11. UNTIL ACC7 -L- Gi' 5- -:; * I" "ITYPE "B"t RZ TA 1`49". Al 'MALI" -c-7vor- jL 'Ll -101 VI-Ck 141 ',f F 14141 :-HF -.rMS f4l.c. 1-.fJ 11; 7URS' =.Mi7fr' 40STO ITO,- 0 TYPI A F-�. I) ASTM C �6 M. P. 'AC S' -0,4r CAL' NT LAYOUT T T-m As - R A� ROADVOXY CONTRACTION JOINT xmn-r- mv mtovm. 3 0 r 04A;� om - CONCRETE INTERSECTION SON CCITP ASLECS SI tZLL) ;C f ICAL & 04 -ON C ALL MC 0- vQ e . WN 9;;' J, N S SHALL BL S�AZLC ':j' CLI, L I =t, I LR 7,1 - - -L - SECT JOIN S RIET i TYPICA ST all -SIDEKV. L_ b7CR S:C. 011, F�fc I 2-1 71. "Housto Ai 1710 js t In H .71., 8 -.1 exas 770,08'� P i,. .3.. 7 Z.- a NOTES: 10' I ". 1.) CROSS HATCHED AREAS INDICATE TO WARP CONCRETE SO THAT CONC. IS FLUSH AT ENTRY DOORS. (TYP.) RE: ARCH. FOR SLOPE REQUIREMENTS. 2.) THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A FOUNDATION BEAM 0 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 3.) ALL BUILDING EXTERIOR & LOAD BEARING WALL SOLE PLATES SHALL BE ANCHORED TO THE CONCRETE FOUNDATION WITH 1 /2" 0 X 10" ANCHOR BOLTS 0 48" 0. C. (U.N.0.). FASTENERS FOR PRESERVATIVE —TREATED WOOD SHALL BE OF HOT —DIPPED ZINC —COATED GALVANIZED STEEL OR STAINLESS STEEL. 4.) SIMPSON MAS ANCHORS 0 24" O.C. MAY BE USED TO REPLACE 1/2"0 ANCHOR BOLTS AT THE BUILDING EXTERIOR WALL SOLE PLATES. MAS ANCHORS CAN NOT BE USED AT SHEAR WALLS. 5.) DIMENSIONS ARE FROM EDGE OF SLAB TO CENTER LINE OF COLUMNS. EMBEDDED PLATES MAY NOT BE CENTERED UNDER COLUMNS. SEE BASE PLATE/ EMBEDDED PLATE PLACEMENT PLAN FOR LOCATION OF ANCHOR BOLTS AND/OR EMBEDDED PLATES. THESE PLATES MAY NOT BE CENTERED UNDER COLUMNS. DETAILS ARE CALLED OUT ON FOUNDATION PLAN. "A"— INDICATES TYPE OF PLATE. 6.) SEE BRACING PLAN & 3/S9.03 FOR HOLDOWN ANCHORAGE 0 TYPE C & D. 1 AQ 7.) TYPICAL PIER SIZE= \/ _ Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES of �� \ Review Issue �P.•• • ;�q�l+ ' xxxxx �!�`;� :s'4, BidIssue j::.:..................:.*��l xxxxx BRAD L CRANE Permit � l+,,O 1 29 �2006 � </44891� �• C nstruction�A�L E n,,T) 04-03-2007 BRAD L C NE Revisions FOUNDATION 3132n-1,_an Drawn KLN Project 26277 Check MLS Sheet S1301 Date 04-03-2007 DRAWING NAME 26277S101.dwg 4-3-07 11:40AM adamso NOTES: a I 1.) CROSS HATCHED AREAS INDICATE TO WARP CONCRETE SO THAT CONC. IS FLUSH AT ENTRY DOORS. (TYP.) RE: ARCH. FOR SLOPE REQUIREMENTS. 2.) THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A 5/8o FOUNDATION BEAM @ 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 3.) ALL BUILDING EXTERIOR & LOAD BEARING WALL SOLE PLATES SHALL BE ANCHORED TO THE CONCRETE FOUNDATION WITH 1 /2"0 X 10" ANCHOR BOLTS 0 48" O.C. (U.N.0.). FASTENERS FOR PRESERVATIVE —TREATED WOOD SHALL BE OF HOT —DIPPED ZINC —COATED GALVANIZED STEEL OR STAINLESS STEEL. 4.) SIMPSON MAS ANCHORS 0 24" O.C. MAY BE USED TO REPLACE 1/2"0 ANCHOR BOLTS AT THE BUILDING EXTERIOR WALL SOLE PLATES. MAS ANCHORS CAN NOT BE USED AT SHEAR WALLS. 5.) DIMENSIONS ARE FROM EDGE OF SLAB TO CENTER LINE OF COLUMNS. EMBEDDED PLATES MAY NOT BE CENTERED UNDER COLUMNS. SEE BASE PLATE/ EMBEDDED PLATE PLACEMENT PLAN FOR LOCATION OF ANCHOR BOLTS AND/OR EMBEDDED PLATES. THESE PLATES MAY NOT BE CENTERED UNDER COLUMNS. DETAILS ARE CALLED OUT ON FOUNDATION PLAN. "A"— INDICATES TYPE OF PLATE. 6.) SEE BRACING PLAN & 3/S9.03 FOR HOLDOWN ANCHORAGE 0 TYPE C & D. 7.) TYPICAL PIER SIZE= �\ Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES OF •"'•••�;I-y�� Review Issue xxxxx AVP� GV Bid Issue .*.................:.:`.� xxxxx BRAD L CRANE Permit Issue ��'fl : 44891 11-29-2006 O• �✓� �1��,�,•.'//CE.. • . Construction hs � /ONAI E ' Issue 04-03-2007 BRAD L CRANE Revisions ASN�=�� 3/32"=T-0" Drawn KLN Project 26277 Check MLS Sheet Date 04-03-2007 S2v01 DRAWING NAME 262i752V1.dwg 4-3-07 11:40AM adomso STUD SCHEDULE SPRUCE PINE FIR N0.2 GRADE FLOOR I SA SB Sc SD SE DRAWING NAME 262775301.dwg Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77476 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sea®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES E O E.� T �..� Issue xxxxx ee ••••••Review �� �4 X�s 40 BidIssue j................"— xxxxx BRAD L CRANE Permit Issue 11-29-2006 I '. 44891 �f�;•.� / 5 : �,�v`" b '��h P nstruction /oj� ' •� �� t� ,�pA xxxxx BRAD L ANE Revisions STUD LAYOUT OST FLR.) 3/3Z=l!-0" Drawn KLN Project 26277 Check Sheet Date S3,01 ®R DRAWING NAME 262775401.dwg 0 FASTEN BLOCKING TOGETHER WITH CONT. STRAP. SEE DETAIL 1/S8.02. RFASTEN TRUSSES TOGETHER WITH CONT. STRAP. cP'Ir 1117relE o /csZ n,) 1_ STRAP I.D. (SEE STRAPPING SCHEDULE) STRAPPING NOTE FRAMING NOTES: 1.) FLOOR FRAMING TO BE 18" DEEP TRUSSES 0 24" O.C. MAX. SPACING U.N.O. TRUSSES TO BE SPACED AS REQUIRED TO AVOID PLUMBING. 2.) BALCONY FRAMING TO BE 2X12 JOIST ® 24" O.C. MAX. U.N.O. 3. CORRIDOR FRAMING TO BE 18" DEEP TRUSSES 0 24" O.C. MAX. 4.) SHADED WALLS INDICATE LOAD BEARING WALLS. BEAM / HEADER SCHEDULE �1 2 — 2 X 8 O 2 — 2 X 10 rJ3 2_2X 12 ® 3 — 2 X 12 5� 3 1/2 X 9 1 /4 PSL. O 3 1/2 X 11 1/4 PSL. 7� 1-1 /8X18 LSL (RIMBOARD) 8) 3 1/2 X 14 PSL. Project THE FACTORY APARTMENTS COLLEGE STAMON, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES OF TEN% Review Issue xxxxx 1XXXXX ...... „�P.•• ..�-rq �� Ar y: •.s` i BidIssue �•'::•••.•.••.•......... BRAD L CRANE Permit Issue / •� :�����•���������� ���� co t/o�; 11-29-2006 .��� .; 0 ���s/ptjpj� Construction k•� Issue xxxxx BRAD L C ANE Revisions FLOOR FRAMING (2ND FLR.) 3/32'=T-0" Drawn KLN Project 26277 Check Sheet Date S4nOl FRAMING NOTES: (l I DRAWING NAME 26277S402.dwa POOR STRAPPING NOTES: 0 FASTEN BLOCKING TOGETHER WITH CONT. STRAP. SEE DETAIL 1 /S8.02. I2 I FASTEN TRUSSES TOGETHER WITH CONT. STRAP. e Mr .fl - /An Aft 1_ STRAP I. D. (SEE STRAPPING SCHEDULE) STRAPPING NOTE 1.) FLOOR FRAMING TO BE 18" DEEP TRUSSES 0 24" O.C. MAX. SPACING U.N.O. TRUSSES TO BE SPACED AS REQUIRED TO AVOID PLUMBING. 2.) BALCONY FRAMING TO BE 2X12 JOIST 0 24" O.C. MAX. U.N.O. 3. CORRIDOR FRAMING TO BE 18" DEEP TRUSSES 0 24" O.C. MAX. 4.) SHADED WALLS INDICATE LOAD BEARING WALLS. BEAM / HEADER SCHEDULE �1 2-2X8 �2 2-2X 10 �3 2-2X 12 O 3 — 2 X 12 (�5 3 1/2 X 9 1 /4 PSL. �6 3 1/2 X 11 1/4 PSL. �7 1-1/8X18 LSL (RIMBOARD) ® 3 1/2 X 14 PSL. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS . HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES 0__'!��� ��-�E OF TFh Review Issue „�P.••••"••• ;�tyy XXXXX �40 : •.s' 11 jf� * � Bid Issue �':.:........... ...... .:.:`�ll XXXXX % BRAD L CRANE 0 Permitissue 44891 fQ 1 1-29-2006 lob .z r, • •z 0 Construction ,,���`;` • ••� ` `� �� Issue XXXXX BRAD L ANE Revisions FLOOR FRAMING 3RD FLR.) 3/32'4-0" Drawn KLN Project 26277 Check Shee Date !S4,0 2-1 FRAMING NOTES: 0 FASTEN BLOCKING TOGETHER WITH CONT. STRAP. SEE DETAIL 1 /S8.02. a.FASTEN TRUSSES TOGETHER WITH CONT. STRAP. ece ncrnu n /e4 n,l I DRAWING NAME 262775403.dwq STRAP 1. D. (SEE STRAPPING SCHEDULE) STRAPPING NOTE 1.) FLOOR FRAMING TO BE 18" DEEP TRUSSES CAD 24" O.C. MAX. SPACING U.N.O. TRUSSES TO BE SPACED AS REQUIRED TO AVOID PLUMBING. 2.) BALCONY FRAMING TO BE 2X12 JOIST 24" O.C. MAX. U.N.O. 3. CORRIDOR FRAMING TO BE 18" DEEP TRUSSES @ 24" O.C. MAX. 4.) SHADED WALLS INDICATE LOAD BEARING WALLS. BEAM / HEADER SCHEDULE 1O 2 — 2 X 8 O2 2-2X 10 C�3 2-2X 12 4� 3-2X 12 5� 3 1/2 X 9 1/4 PSL. ® 3 1/2 X 11 1/4 PSL. J 1-1 /8X18 LSL (RIMBOARD) 0 3 1/2 X 14 PSL. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7262 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.0200 ISSUE DATES .. ..',�E OF TF�� Review Issue xxxxx „ �P. •;�'*a)i ,,+t`;� � *' ' Bid Issue *�� xxxxx•••••BRAD L CRANE / Permit Issue /� �. •• 44891 •••• 11-29-2006 /;•.�/ ,0 ruction Issue xxxxx BRAD L NE Revisions FLOOR FRAMING (4TH FLR.) 3/374-0" Drawn KLN Project 26277. Check Shee 4_00 Date !3 SHEAR WALL NOTES: ONPRON LEVEL O O OO O O DRAWING NAME 262775501.dwa D ®— DENOTES SHEAR WALL TYPE & LEVEL 1.) ALL SHEAR WALL TYPES & HARDWARE CALLOUTS ARE SHOWN AT LOWEST LEVEL WHERE THEY START. 2.) ALL HOLDOWN HARDWARE TO BE SIMPSON OR EQUAL ALL NAILS SHALL BE COMMON NAILS AS SPECIFIED BY MANUF. . 3.) SEE SPECIFICATIONS FOR SHEAR WALL & ANCHORAGE SCHEDULES & NOTES. ALL SHEAR WALLS SHALL BE FASTENED PER THE SHEAR WALL SCHEDULE. SEE S9.03 & 59.04. SHEAR WALL SHEATHING SHALL EXTEND FROM BOTTOM PLATE TO TOP PLATE. 4.) ALL PRODUCTS SHALL BE INSTALLED PER THE MAUNFACTURER'S SPECIFICATIONS. 5.) W.S.P. = WOOD STRUCTURAL PANEL (PLYWOOD OR OSB) P.S.W. = PERFORATED SHEAR WALL (SEE S9.04) Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7262 1.800.422.7252 FAX: 713.779.1173 e—mail: sea®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES O r Review Issue '•!y.p`.••""'••.•-IgSi xxxxx ��* • • •• *�(f 1 BidIssue .:• ..................:. l� xxxxx BRAD L CRANE Permit Issue /••••44891•• •,. ••/ 0� 11-29-2006 1��,�•.�/ S '`, n Fnstruction xxxxx BRAD L ANE Revisions MACHO A � � 3/32'=f-0" Drawn KLN Project 26277 Check Sheet Date S5,01 0 DRAWING NAME 26277S601.dwg ROOF STRAPPING NOTES, FASTEN BLOCKING TOGETHER WITH CONT. STRAP. DETAIL NOT USED. Q FASTEN TRUSSES TOGETHER WITH CONT. STRAP. SEE DETAIL 1 /S8.11. FASTEN TRUSS TO TRUSS BLOCK WITH CONT. STRAP. (1) SIMPSON H2.5A CLIP @ EACH TRUSS TO TOP PLATE, STRAP I. D. (SEE STRAPPING SCHEDULE) NOTE NOTES: 1.) ROOF TRUSSES TO BE @ 24"o.c. (MAX.) 2.) SHADED WALLS INDICATE LOAD BEARING WALLS. 3.) OVERLAY FRAMING, IF USED, TO BE ROOF TRUSS VALLEY SET ONLY. 4.) G.T. = ROOF TRUSS GIRDER F.B. = FLUSH BEAM D.F. = DRAG FORCE 5.) FASTEN ROOF TRUSSES TO SUPPORTS 0 ALL INT. & EXT. BEARING LOCATIONS ACCORDING TO CONNECTION DETAIL 0 ON THIS SHEET. 6.) AT EACH G.T. BEARING POINT PROVIDE A MINIMUM OF (2) SIMPSON CS16 STRAPS OR (2) SIMPSON HTS24 STRAPS. EXTEND STRAP THROUGH ALL FLOORS, AND PROVIDE LTT19 AT FOUNDATION. 7.) FASTEN STRUCTURAL HEADERS/BEAMS ® ROOF TO STUD BELOW ACCORDING TO THE FOLLOWING SCHEDULE: UNO. A. FOR HEADER/ BEAM SPAN FROM 3TO 8', USE CS16 W/ 11-10d NAILS INTO STUD & 11-10d NAILS INTO HEADER/BEAM. B.) FOR HEADER/ BEAM SPAN GREATER THAN 8' , USE CS16 W/ 1 1-10d NAILS INTO STUD & 11-1Od NAILS INTO HEADER/BEAM. STRAPS SHALL ALSO BE INSTALLED FROM FLOOR TO FLOOR AT THIS LOCATION. 9.) LS24 NAILING — 9 —16d NAILS IN EACH END 18 NAILS MS27 NAILING - 10-1 d NAILS INTAL) EACH END (20 NAILS TOTAL) CS16 NAILING - 11-10d NAILS IN EACH END (22 NAILS TOTAL) HTS24 NAILING-10-10d NAILS IN EACH END (20 NAILS TOTAL) Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.80O A22. 7252 FAX: 713.779.1173 e—mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.8200 ISSUE DATES OF TF�t Review Issue xxxxx �E �. .... ,; �P.• ••.•kq � • �,,*�;: ;s*+! BidIssue j::..* .................:.::t Oo xxxxx BRAD L CRANE Permit Issue !Il.. �.• ••••44891• •• •. ••ems 1 1-29-2006 f,�,•.�� •� ,,t S� •� F nstruction ��`%Oj�j ; �� 1 xxxxx BRAD L RAN Revisions 3/32"=1'-0" Drawn KLN Project 26277 Check Sheet Date S&01 v FIN. Q PAVE J W0 >ry SEE PLAN SEE PLAN FOR REINFORCING _J IJ W V) U Q ., SEE PLAN FOR REINFORCING w ry of w LO b I I _ 8" 'l 0" 6" CARTON VOID FORMS I VAPOR RETARDER 6" CARTON VOID FORMS 0 ( • N. 1-0» 2-#8 W/ 2-#8 CONT. TOP & BOTTOM VAPOR RETARDER -- „ #3 C @ 14 O.C. W/ #3 STIIRUPS @ 14 O.C. 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. DETAIL AT RAMP 11 5 1/2" SEE PLAN FOR REINFORCING J c j � tp W � I I w 6" CARTON VOID FORMS FINISH GRADE LO VAPOR RETARDER I I I SEE PLAN FOR REINFORCING I I• � IF, 6" CARTON VOID FORMS VAPOR RETARDER 2—#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. fl�:lldttl 1 " TYP. 1 - #4 NOSING --� BAR (TYP.) #3 AT 15" O.C. E.W. 2-#5 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. 2-#8 W/ #3 C @ 14" O.C. 51, 131 o LM Ci LL z J 0 0 ry 0 tL ry COL w ry J 0 V) w w 0 z Q 0 J w z it w w in ry c� J Q z 2—#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. PIER REINFORCEMENT SCHEDULE SEE PLAN FOR BELL DIAMETER PIER REINF. TIES. 18"o (8) #7 #3 @ 12" O.C. (ROUND) z Q J n w w V) TYP. AT GRADE 2'-6" #4 DOWELS @ 12" O.C. SEE PLAN FOR REINF. wz cn d • 1N I Ii i 1 - CONT. KEYWAY & WATER STOP WATERPROOFING RE: ARCH. "<.o N g" 8 FINISF FLOOF CONT. KEYWAY & WATER STOP - 2-#6X4'-O" -GRADE BEAM - BEAM REINFORCEMENT SEE DETAILS PI R REINFORCEMENT SEE DETAILS �) PIER 3 TIES @ 3" O.C. #5 CONT. Q �-- RE: ELEV. MANUF. FOR SILL ANGLE W/ 1 /2" 0 EXP. ANCHORS @ 12" O.C. z #4 @ 12" O.C. EA. WAY ry w > #4 DOWELS @ 12" O.C. - #3 @ 18" O.C. TOP EA, WAY 0 1 4 E? 6" CARTON VOID FORMS (TYP.) - I I —I ( - - - - - I I— � I #4 @ 12" BOTTOM O.C. EA. WAY PIER SEE PLAN VOID FORMS BEYOND SECTION at 'ELEVATOR PIT 7 10" 1 1/2" 7" 1 1/2" off-10" W/ ' 5X0'-5" H.S.A. I L 1 5" 5" HSS 3 1 Z2 X3 1 -/2 COLUMN PL 3/4X10X0'-10" W/ (4) 3/4" 6XO'-5" H.S.A. DETAIL at HSS COLUMN BASE PLATE 6 REINFORCING LO ,RTON VOID FORMS & BOTTOM @ 14" O.C. DETAIL at ENTRY SEE PLAN FOR REINFORCING _ fFINISHED FLOOR I f, I 6" CARTON VOID FORMS VAPOR RETARDER 2—#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. DETAIL at ENTRY SEE PLAN FOR REINFORCING Fit i 6" CARTON VOID FORMS I I VAPOR RETARDER 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. DETAIL at INTERIOR SEE PLAN FOR REINFORCING i 6" CARTON VOID FORMS f VAPOR RETARDER L _< >< 2-#8 CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. DETAIL at EXTERIOR OPN'G 5 1/2" SEE PLAN FOR REINFORCING I I i 6" CARTON VOID FORMS VAPOR RETARDER L [""-2-#s CONT. TOP & BOTTOM W/ #3 STIIRUPS @ 14" O.C. DETAIL at EXTERIOR NOTE: SEE S9.01 FOR CONCRETE NOTES AND SPECIFICATIONS. 4 Project THE FACTORY 1 � 1 �110091 COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES Review Issue AV�P.•.""'••F+q�4� xxxxx•.s4i Bid Issue j.:..................:.*��/ xxxxx j BRAD L CRANE Permit Issue /���:• 44891 1 1-29-2006 Ei ssuetruction�� 04-03-2007 BRAD L CRANE 2 Revisions FOUNDATION DETAILS 1"=1'-0" Drawn KLN Project 26277-1 Check MLS Sheet 1 S701Date 04-03-2007 1/2"O-THREADED ROD @ 24" O.C. WELD TO STEEL BEAM 2X STUD WALL SEE STUD AND SHEAR WALL SCHED. - EDGE NAILING (TYP.) r- 2X BLOCK 2X WALL BALCONY SHEATHING --� FLOOR SHEATHING FLOOR SHEATHING f 2X8 CONT, FLOOR TRUSS SEE PLAN RRIDOR TRUSS SEE PLAN I I I W1418 HANGER EA. TRUSS WELDED TO STEEL BEAM BEAM SEE PLAN SECf TION at BEAM (14 1/2"0 ALL THREAD ROD @ 24" O.C. WELDED TO BEAM EDGE NAILING — 2x NAILER RIPPED TO MATCH FLANGE WIDTH FLOOR SHEATHING -, FLOOR 'TRUSS SEE PLAN 11941 RIM - SEE STUD AND SHEAR WALL SCHEDULE AS NOTED ON PLAN. EDGE NAILING FLOOR TRUSS SEE PLAN 2X STUD WALL NOTE: VENEER ANCHORS SHOWN IN THIS DETAIL SHALL BE USED ON ALL BRICK VENEER ELEVATIONS ABOVE 30'-0" TO ROOF. FLOOR SHEATHING 2X8 @ 24" O.C. SEE PLAN 3-16d NAILS @ 4 TRUSSES VERTICAL MEMBER FLOOR TRUSS IN TRUSS SEE PLAN ADD 2X VERTICAL BLOCK FOR 2X8 SUPPORT CANTILEVERED BALCONY DW-10HS VENEER ANCHOR @ 16" O.C. EACH WAY #1OX3" LONG SCREW INTO VERTICAL STUD BRICK VENEER WALL SHEATHING SEE PLAN NOTES: 1. TRUSS BLOCK MAY CONSIST OF EITHER A WOOD STRUCTURAL PANEL OR PREFAB TRUSS BLOCK - INSTALL AND FASTEN AS SHOWN U.N.O. 2. TOP CHORD OF WOOD STRUCTURAL PANEL MUST BE VERTICAL WHEN INSTALLED UNDER LOAD BEARING WALLS. OTHERWISE TOP CHORD MAY BE VERTICAL N OR HORIZONTAL (� . 3. TRUSS MANUFACTURER TO DESIGN PREFAB TRUSS BLOCK FOR LATERAL FORCE AS NOTED BELOW. FASTEN TOP CHORD OF PANEL IN ACCORDANCE NA SHOEARWALLBELOW!LING FASTE TEN TOP CHORD OF OF PANEL IN ACCORDANCE W/ BOTTOM PLATE NAILING ' OF SHEARWALL BELOW M /1/1n C11 Ir'ATI IIAI^ SEE PLAN SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE W/— BOTTOM PLATE NAILING EDGE NAILING --� FASTEN LSL TO TRUSS BLOCK W/3-16d NAILS SOLID 2X BLOCKING , AT EACH EDGE OF WOOD STRUCTURAL PANEL. THA418—� VERTICAL BLOCKING MAY FASTEN BOTTOM CHORD HANGER BE OMITTED WHERE WALLS OF PANEL IN ACCORDANCE FASTEN BOTTOM CHORD FASTEN BOTTOM CHORD ABOVE BLOCK ARE NOT BEARING AND PANEL W/ BOTTOM PLATE NAILING OF PREFAB TRUSS PANEL - OF PANEL IN ACCORDANCE HEIGHT IS 16" OR LESS. OF SHEARWALL BELOW.' TO TOP PLATE IN ,' ACCORDANCE W/ W/ BOTTOM PLATE NAILING CORRIDOR TRUSS ROOF DETAILS. OF SHEARWALL BELOW, SEE PLAN 15/32" SOLID WOOD STRUCTURAL PANEL W/ 10d NAILS AT 2" O.C. AT NOTE: TRUSS MFGR. TO DESIGN OTE: NTRUSS MFGR. TO DESIGN PROVIDE LTP4 CLIPS AT 24" O.C.- "B" ALL EDGES. PREFAB TRUSS PANEL FOR 1.0 KIP PREFAB TRUSS PANEL FOR AT SHEAR WALL LOCATIONS. LATERAL LOAD. (U.N.O.) 2.2 KIP LATERAL LOAD. (U.N.O.) LTP4 CLIPS AT 12" O.C. AT "A" SHEAR WALL LOCATIONS WOOD STRUCTURAL PANEL TRUSS BLOCK PREFAB ROOF TRUSS BLOCK PREFAB FLOOR TRUSS BLOCK EDGE NAILI 2X STUD WALL SEE STUD AND SHEAR WALL SCHED. 16d NAILS IN ACCORDANCE W/ BOTTOM PLATE NAILING AT -A, FASTEN TRUSSES TOGETHER FOR STRAP AND NAILS SEE PLAN BEAM SEE PLAN EDGE NAILING (TYP.) r 2X CONT, NAILER RIPPED TO MATCH FLANGE WIDTH W/(2) 0.1770 P.A.F. @ 12" O.C. STAGGERED FLOOR SHEATHING (TYP.) W1418 HANGER W/ 2-1 OdX 1 1 /2" NAILS @ EA. TRUSS CORRIDOR TRUSS FLOOR SHEATING SEE PLAN t1'-8" DEPTH OF CORRIDOR TRUSS MINUS 3" OPEN CHASE TRUSS MECH. CHASE jud E SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE W/- BOTTOM PLATE NAILING EDGE NAILING FLOOR SHEATING -� ■n; BEAM SEE PLAN (BOTTOM OF BEAM TO BE FLUSH W/ BOTTOM OF TRUSS) SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE W/ BOTTOM PLATE NAILING EDGE NAILING EDGE NAILING FLOOR SHEATHING PROVIDE 2X BLOCK W/ 16d NAILS @ 3" O.C. WHEN TYPE "A" OR "B" SHEAR WALLS 15/32" WOOD STRUCTURAL ARE LOCATED ABOVE PANEL NAILED W/10d NAILS 2X CONT. BAND ® 2" O.C. ®ALL PANEL SPLICED W/CS16 STRAP EDGES OR TRUSS BLOCK W/13-10d NAILS IN EACH END SEE TYPICAL TRUSS BLOCK DETAIL FLOOR TRUSS FLOOR TRUSS - SEE PLAN SEE PLAN 2X BLOCKING W/16d NAILS TRUSS BLOCK @ SHEAR WALL LOCATIONS IN ACCORDANCE WITH BOTTOM SEE TYPICAL TRUSS BLOCK DETAIL PLATE NAILING OF WALL BELOW. 4X2 DIAGONAL BLOCK AT EVERY OTHER BAY AT NON SHEAR WALL LOCATIONS EDGE NAILING 7 FASTEN TO TOP PLATE AND TRUSS W/ SEE STUD SCHEDULE AND 2-16d NAILS IN EA. END EDGE NAILING SHEAR WALL SCHEDULE AS NOTED ON PLAN 8 TRUSS BEARING at PARTY WALL 4 SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE WITH EDGE NAILING BOTTOM PLATE NAILING, TRUSS BLOCK @ SHEAR WALL LOCATION SEE TYPICAL TRUSS BLOCK DETAIL 4X2 DIAGONAL BLOCK @ EVERY OTHER BAY Y,—EDGE NAILING @ NON -SHEAR WALL LOCATIONS. FASTEN TO TOP PLATE AND TRUSS W/2-16d NAILS EACH END FLOOR TRUSS SEE PLAN 16d NAILS IN ACCORDANCE -' WITH BOTTOM PLATE NAILING OF WALL BELOW NOTE: EDGE NAILING - BOTTOM OF FLUSH BEAM SEE STUD SCHEDULE AND - MUST BEAR DIRECTLY ON DOUBLE SHEAR WALL SCHEDULE AS TOP PLATE. NOTED ON PLAN R SHEATHING it u n u n n FLOOR TRUSS SEE PLAN WIN 5 0 ►G ►t 111911. �. •� TF, EDGE NAILING 1 1 /8" LSL RIM BOARD W/ STRAP AT SPLICES SEE TYP. DETAIL _ PROVIDE 2X BLOCK W/ 16d NAILS @ 3" O.C. WHEN TYPE "A" OR "B" SHEAR WALLS ARE LOCATED ABOVE EDGE NAILING DRAG TRUSS TO MATCH SHEAR WALL 16d NAILS FLOOR SHEATHING CAPACITY BELOW OR @ 4" O.C. KNEE WALL TRUSS W/VERT. @ 16" O.C. W/ 15/32" WOOD STRUCTURAL PANEL NAILED W/10d NAILS @ 2" O.C. @ ALL PANEL EDGES 2X BLOCK FLOOR TRUSS SEE PLAN 16d NAILS IN ACCORDANCE WITH BOTTOM PLATE NAILING TRUSS BLOCK @ 48" O.C. OF WALL BELOW. --EDGE NAILING SEE TYP. TRUSS BLOCK DETAIL AT B & A SHEAR WALL EDGE NAILING LOCATIONSA35 CLIP IN ACCORDANCE W/CLIP SPACING CHART SEE STUD SCHEDULE AND SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS SHEAR WALL SCHEDULE AS - NOTED ON PLAN NOTED ON PLAN CORRIDOR TRUSS --J "' SEE PLAN HANGER PROVIDE LTP4 CLIPS AT 24"O.C. AT "B" SHEAR WALL LOCATIONS. LTP4 CLIPS AT 12"O.C. AT "A" SHEAR WALL LOCATIONS EDGE NAILING TRUSS at CORR EDGE NAILING 1 1 /8" LSL RIM BOARD W/ /STRAP AT SPLICES SEE TYP. DETAIL PROVIDE 2X BLOCK W/ 16d NAILS @ 3" O.C. WHEN TYPE "A" OR "B" SHEAR WALLS ARE LOCATED ABOVE SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN EDGE NAILING - SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 16d NAILS IN ACCORDANCE WITH BOTTOM PLATE NAILING EDGE NAILING FLOOR SHEATHING :DGE NAILING EDGE NAILING NAILING FLOOR TRUSS SEE PLAN 16d NAILS IN ACCORDANCE WITH BOTTOM PLATE NAILING EDGE NAILING PROVIDE 2X BLOCK W/ 16d NAILS @ 3" O.C. WHEN TYPE "A" OR "B" SHEAR WALLS ARE LOCATED ABOVE FLOOR SHEATHING �11 IV AY I FLOOR TRUSS /A\SEE PLAN "---2X BLOCKING W/16d NAILS IN ACCORDANCE WITH BOTTOM PLATE NAILING OF WALL BELOW EDGE NAILING SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN IDOR WALL 5 TRUSS at EXTERIOR BEARING WALL FLOOR SHEATHING 2X BAND CONT. W/2-10d NAILS AT EACH TRUSS. SPLICE W/ CS 16 STRAP W/13-10d NAILS IN EACH END 15/32" WOOD STRUCTURAL PANEL — NAILED W/1Od NAILS @ 2" O.C. @ - 2X BLOCK W/ VALL PANEL EDGES OR TRUSS BLOCK FLOOR TRUSS 16d NAILS @ 4 O.C. SEE TYPICAL TRUSS BLOCK DETAIL . PLAN EDGE NAILING EDGE NAILING -SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN NOTE: 1. SEE SHEET 59.02, S9.03 S9.04 FOR ADDITIONAL SHEATHING, BLOCKING, AND NAILING REQUIREMENTS AND SHEARWALL LOCATIONS. SHEAR WALL CLIP SPACING CHART U.N.O. SHEARWALL TYPE A35/LTP4 CLIP SPACING U.N.O. A 5" O.C. B 6" O.C. C 8" O.C. D 12" O.C. E,F,G,H,J 24" O.C. L,M,P,R,FG 18" O.C. N,HG 14" O.C. SHEAR WALL CLIP SPACING CHART FOR BLOCKS U.N.O. SHEARWALL TYPE .NUMBER OF LTP4 OR A35 CLIPS EVENLY SPACED EACH BLOCKING BAY A 4-LTP4 ONLY B 4 C 3 D 2 E,F,G,H,J 1 L,M,P,R,FG 2 N,HG 2 SHEAR WALL ALTERNATE NAILING CHART U.N.O. SHEARWALL TYPE 2X & 16d NAILING PATTERN U.N.O. A 2 ROWS 0 3" O.C. B 2 ROWS 0 4" O.C. C 2" O.C. D 4" O.C. E,F,G,H,J 12" O.C. L,M,P,R,FG 9" O.C. N,HG 8" O.C. Project THE FACT011Y APARTMENTS COLLEGE 3TA'iIOM, TEXAS I HILL AND FRANC, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: soa@seahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES _�00-�I�!�kN't 2 Review Issue i �P�E •�••:�-rq�� XXXXX r �� �•.S BidIssue i::.:..................:.*�� xxxxx BRAD L CRANE /........................./ Permit Issue �I#-�; 44891 1 1-29-2006 o,�•.�/ •� 0� • ssue ruction xxxxx BRAD L RANE Revisions FRAMING DETAILS Drawn KLN Project 26277 Check Sheet 1-A-Date S8,01 'dbi'J1S 80d 'NMOHS 383HM >10018 9X3 b QQb �RH13OOi sissn�i1 dvks Nbld 33S Wb38 ONIdNbI i`11b1S SNOI1bOO-1 &b J1S lb Wb38 O1N1 S1108 Obl „9XO„9/9 (Z) aN0),38 31b-Id d01 318nOQ x 3Wd W01108 9XZ (Z) 0NIHib3HS 8001d 1NOO 31b1d 1331S 1 ssmji iiNn /M N011b 'Nbld 33S 710018 Z OWN Z O3'N'd'W'1 l_- Z Q � O � 8 AINO t dil_* b Ab8 ONI>10018 HOb3 030bdS AIN3A3 SdIIO 5Fd NO t dil d0 838WnN 3dAi llbM8V3HS O'N'n Sm0018 NoA 12lbHO ONIOddS dl10 1lbM NV3HS '0'0 ,* L OWN 'O'0 "s l Od'8'd'W`1 '0'0 ,t z r'H`0'4`3 0.0 uZ L 4 '0'0 "s O '0'0 «9 8 .0'0 .9 b '0'N'n ONIObdS dilO tdll/m 3dAl.11bMdb3HS 'O'N'n iWHO ONIObdS dllO "I"MA �1b3HS a�°Q il`dl�® JNldd�d�11.S VW98 Ile NOU098 auS �1oa�10 NIAUMDJQ 3�J3H NMOHS L L Z 9 Z }oafoad lON N0liVIM03N1 �JOd S11b13Q `JNIWb�l3 W01d Ol ?J3A3cJ 310N ('d),L) SSna 'b3 Nbld 33s Wb38 ® S11bN „Z/ L L XPO L -Z/M 2E!DNbH 9 L t Wv\ SI`dAa JNIWVN4>< Nbld 33S Nbld 33S SSn211 �IOOId SSn211 2JOOld 0NIH1b3HS �JOOld >10018 XZ suolslnad 3NVN -I OV88 xxxxx •�� 0 ��% uol}owlsuoCi 'Nbld 33S AOOIG 'dVNIS 'S 44i� 83d S�IIbN QNb dVNIS NOd '1NO3 /M 900Z-6Z- L L 2GH13O01 SSnNI N31Sbd L68trb .� / anssl j!wjad 3NYN0 l dVJB xxxxx S.00000000.............•...� anssl P18 �����® �N'�� ^ SHIMS iV NOULVBS * •.....••ayl XXXXX anssl Malna�l S31bQ 3nSSl '1�13H NMOHS 0029'869'40t ePtaoiJ 'oPuai-TO 6949'99tT09 S:qonluag 'aillAsinol lON N0liVMJ03N1 �JOd S11b13Q ONIMJd 2JOOld 01 83d3�J -310N moo-uojsnogeos®eos :iceui-a E4TT'644'>;T4 :XVJ 'S11bN QO L - L L/M Nb Id 33S 'SSn�ll 99z4'� Y0091 =4*644TT4 Ssna Ol WN 30b3 2i3d S11bN QNb ssndi 2JOd 94f,44 sexay 'Puel JuRng IOd 'NMOHS 32J3HM i o0 sin 9 mu A001db�I1S OUVO 9XZ b QQb SN011bO01 db2J1S lb �13H13O01 S3SSnZl1 dV8iS 'O'0 „Z L o S1108 nNHi 0„9/9 'O'0 .9 L a SQniS 9XZ Hoia,�o Hs�oaHoa 31b1d d01 9XZ (Z) 31b1d W0.1108 9XZ (Z) '1NOO RV-ld 1331S „ • ,/2 'O'0 .9,L ®San1S 9XZ SsnU iINn /M NO11b 'Nbld 33S >1OO18 33S 3S 'ONI '*INvw aNd -nlH N3d S-IIbN QNb dVNIS1S NOJ 'db21iS '1N00 /M 83H13O01 SSnNI N31Sbd 0 SSn�11 210Q1�121Nbld SVX3L 'NOLLd1S -3J31100 S1N�W1,�Ib'd ` lV-L9® 9 OJL BJLVNIJ:q1id AHOiOV:� 9Hi 3213H NMOHS lON NOI1bW�10dN1 �10d Slib13Q }oafoad ONINV�JJ �1001A Ol r2-fo-N S11bN QO L - L L/M SSna Ol 11VN 30bd NVId 33S SSna 213d Sll`dN QNb db211S u0d 'NIW SQn1S 9XZ (2) '0'0 „s OWN -0.0 .6 O,3'b'd`W'l 'O'0 .,Z L f `H'O`d'3 '0'0 „-v Q 'O'0 „Z 0 0'0 „ t 0 SM08 Z e 10'0 1'1! ® SMON Z b 'o'N'n N8311bd ONIIIbN P9 L v XZ 3d ki "1lbM8b3HS '0'N'n INVH0 ONI11bN TIbM 03HS 31bN2i311b N3d S11bN GNb dVNiS ?103 'dVNiS Nbld 33S '1NOO /M N3H13901 SSnNi N31Sbd f 7el SSna waid?d0O IlViB® JNIcJJVH.W '3?J3H NMOHS lON NOUVVI2JOdNl �JOd S11b13Q ONIIWJJ 21001J Ol J3d18 -3 OON �0'9S/ L 33S >i0018 SSn8i •dam Noole lbld XZ Nbld 33S ONIADO-18 (INV SSn8i N3d S11bN (]NV dV81S NO-4 'SNOUV301 libMNV3HS ONIX0018 lblJ XZ Oi SSn8l db211S® GNb SA3W3216038 0NI11bN ONV 'ONIA3018 `0NIH1b3HS 1bN0111tlab 803 *O*6S C0'6S `ZO'6S 133HS 33S *L :MOR i F 2 X 6 NAILING 2X8 STUD @ EA. TRUSS THE IN ACCORDANCE >HEARWALL BELOW. 7-16d NAILS @ 3" O.C. STAGGERED E NAILING SS BLOCK TYP. DETAIL ION SHEARWALLS CLIP @ EA. BLOCK. ;HEARWALLS SEE CLIP ;ING CHART. F CLIPS SEE PLAN ROOF SHEATHING AT NON SHEAR WALLS 16D NAILS @ 12" O.C. AT SHEAR .WALLS SEE ALTERNATE CLIP SPACING CHART. CONTINUOUS 2X EXTERIOR ROOF TRUSS EDGE NAILING ROOF TRUSS OR DRAG TRUSS AT SHEAR WALLS PROVIDE DOUBLE TRUSSES WHERE TWO DRAG FORCES ARE INDICATED ON BRACING PLAN. `L SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN ROOF TYP. EXT. WALL W/ PARAPET 9 ROOF TRUSS at PARTY WALL 6 1Od NAILS @ 4" o.c. J-` 4-16d NAILS (TYP.) 177 "i 2-16d NAILS 117 BLOCK NP• 2-16d NAILS TYP. 2 X 4 TOP PLATE TO ROOF TRUSS CLIP 1 STUD TO TOP PLATE CLIP SEE ROOF PLAN NOTES 1 SEE ROOF PLAN NOTES DOUBLE , TOP PLATE A i r TYP. FULL LENGTH OF BUILDING r 2 X 4 A 2X6 BLOCKING RIPPED TO 2" WIDE BLOCK TOP PLATE FT W PLAN FOR STEEL SECTION 2X4 ANGLED @ 45° ROOF BEYOND TRUSS 4-16d NAILS IN EACH BLOCK G CONTINI •Z ROOF SHEATHING FYPICAL NAILING JAIL @ 4" O.C. 3HEARWALL NAILS @ 12" 0. SHEARWALLS ALTERNATE SPACING CHART OR TYPE E, F, G SHEARWALLS ONL ALTERNATE SHEAI NAILING CHART. EXTERIOR NOTE: ROOF TRUSSES ABOVE SHEAR WALLS SHALL BE DESIGNED FOR DRAG FORCE (D.F.) LOADS INDICATED ON ROOF PLANS. WHERE DRAG LOADS ARE NOT SHOWN, TRUSS SHALL BE DESIGNED FOR 360pif LATERAL LOAD. ROOF TRUSS PARALLEL W/ WALL 5 EDGE NAILING ROOF SHEATHING AT NON: A35 CLI AT SHE/ SEE CLI' TRUSS BLOCK SEE TYP. DETAIL ROOF TRUSS SEE PLAN RA Vq 7ROOF >HEARWALLS SEE ' @ 24" O.C. RWALLS SPACING CHART. ROOF CLIPS SEE ROOF FRAM SEE STUD SCHED SHEARWALL SCHED TRUSS PLAN ING PLANS ULE AND ULE AS NOTED ON PLANS. ROOF TRUSSES at PARTY WALL ROOF S EXTERIOR ROOF TRUSS THE IN ACCORDANCE SHEARWALL BELOW. ?X6 KNEE WALL W/ STUDS @ 16" O.C. NOTE: 1. SEE SHEET S9.02, S9.03 S9.04 FOR ADDITIONAL SHEATHING, BLOCKING, AND NAILING REQUIREMENTS AND SHEARWALL LOCATIONS. SHEAR WALL CLIP SPACING CHART U.N.O. SHEARWALL TYPE A35/LTP4 CLIP SPACING U.N.O. A 5" O.C. B 6" O.C. C 8„ O.C. D 12" O.C. E,F,G,H,J 24" O.C. L,M,P,R,FG 18" O.C. N,HG 14" O.C. SHEAR WALL CLIP SPACING CHART FOR BLOCKS U.N.O. SHEARWALL TYPE NUMBER OF LTP4 OR A35 CLIPS EVENLY SPACED EACH BLOCKING BAY A 4—LTP4 ONLY B 4 C 3 D 2 E,F,G,H,J 1 L,M,P,R,FG 2 N,HG 2 SHEAR WALL ALTERNATE NAILING CHART U.N.O. SHEARWALL TYPE 2X & 16d NAILING PATTERN U.N.O. A 2 ROWS @ 3" O.C. B 2 ROWS @ 4" O.C. C 2" O.C. D 4" O.C. E,F,G,H,J 12" O.C. L,M,P,R,FG 9" O.C. N,HG 8" O.C. Project 'STEN PLATES TOGETHER W/ THE FACTORY 'P4 CLIPS IN ACCORDANCE / CLIP SPACING CHART. 2X4 KNEE WALL W/ APARTMENTS STUDS @ 16" O.C. kSTEN PLATES TOGETHER W/ 'P4 CLIPS IN ACCORDANCE / CLIP SPACING CHART. E STUD SCHEDULE ID SHEARWALL SCHEDULE NOTED ON PLAN NAILING THE IN ACCORDANCE 3HEARWALL BELOW. E NAILING SS BLOCK_ TYP. DETAIL ION SHEARWALLS CLIP @ EA. BLOCK. ;HEARWALLS SEE CLIP ;ING CHART. F CLIPS SEE PLAN COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407,893.6200 ISSUE DATES OF TF t Review Issue • s xxxxx �P.•••••••••.;Iq�� ':.: Bid Issue ........... ......:: *,+�/� % xxxxx BRAD L CRAN PermitIssue lose /�1�0�,•.<�� 1 0 Fssue rucfiion 1 cam'••...... '� .gyp xxxxx BRAD L C NE Revisions FRAMING DETAILS Drawn KLN Check 1 Date Project 26277 Sheet . 00410 u NOTE: 1. SEE SHEET S9.02, S9.03 S9.04 FOR ADDITIONAL SHEATHING, BLOCKING, AND NAILING REQUIREMENTS AND SHEARWALL LOCATIONS. = FASTEN 2X FLAT BLOCKING TO TRUSS W/ ----- STRAP CONT. W/ _=10d NAILS IN TURSS AND __-10d EA. BLOCK. SEE DETAIL. STRAP TRUSS TO 2X FLAT BLOCKING. FOR STRAP AND NAILS PER TRUSS AND BLOCK SEE PLAN. 2X FLAT BLOCK ROOF TRUSS SEE PLAN WHERE TRUSS WIDTH REQUIRES ADD 2X8X10'-0" LONG BLOCK EDGE FOR STRAP FACE NAIL TO TRUSS NAILING WITH 32-16d NAILS i— ROOF SHEATHING SHEAR WALL CLIP SPACING CHART U.N.O. SHEARWALL TYPE A35/LTP4 CLIP SPACING U.N.O. A 5" O.C. B 6" O.C. C 8" O.C. D 12" O.C. E,F,G,H,J 24" O.C. L,M,P,R,FG .18" O.C. N,HG 14" O.C. SHEAR WALL CLIP SPACING CHART FOR BLOCKS U.N.O. NUMBER OF SHEARWALL TYPE LTP4 OR A35 CLIPS It EVENLY SPACED EACH BLOCKING BAY A 4—LTP4 ONLY ROOF DRAG TRUSS B 4 TRUSS BLOCK SEE PLAN C 3 ROOF TRUSS CLIP D 2 SEE PLAN E,F,G,H,J 1 L,M,P,R,FG 2 N,HG 2 STRAPPING DETAIL FASTEN TRUSS BLOCKS (MIN. OF 3 BAYS) TO 2X FLAT BLOCKING W/_____ STRAP CONT. W/A MIN. OF __-10d NAILS PER BLOCK. SEE TYP. DETAIL. SHEAR WALL ALTERNATE NAILING CHART U.N.O. SHEARWALL TYPE 2X & 16d NAILING PATTERN U.N.O. A 2 ROWS CAD 3" O.C. B 2 ROWS CAD 4" O.C. C 2" O.C. D 4" O.C. E,F,G,H,J 12" O.C. L,M,P,R,FG 9" O.C. N,HG 8" O.C. 2X FLAT BLOCKING EDGE NAILING F roject ROOF TRUSS STRAP TRUSS BLOCKS THE FACTORY TRUSS BLOCK SEE PLAN TO 2X FLAT BLOCKS. ROOF SHEATHING ROOF TRUSS CLIP FOR STRAP AND NAILS SEE PLAN PER BLOCK SEE PLAN. APAAn:""riMENTS Do `— ROOF TRUSS A35 CLIP SEE PLAN SEE CLIP SPACING CHART SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN. STRAPPING DETAIL Q FASTEN ROOF TRUSSES TOGETHER W/____ STRAP W/ —10d NAILS EA. END OF STRAP. SEE TYP. DETAIL NOTE: ROOF PROFILE MAY VARY SEE PLAN OPTIONAL STRAP LOCATION ROOF DRAG TRUSS --/ STRAP TRUSSES STRAP TOGETHER. FOR AND NAILS PER TRUSS SEE PLAN. ADD 2X8 BLOCK WHERE REQ'D. DUE TO TRUSS WIDTH FACE NAIL BLOCK TO TRUSS W/ —16d NAILS NOTE: REFER TO FLOOR FRAMING DETAILS FOR INFORMATION NOT SHOWN HERE. GIRDER OR DRAG TRUSS ATTACH TO TOP PLATE IN ACCORDANCE WITH CLIP SPACING CHART �-- ROOF SHEATHING `— ROOF DRAG TRUSS HANGER BY TRUSS MANUF. SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN. STRAPPING DETAIL COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.72.52 FAX: 713.779.1173 e—mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES Review 4•.►������ ..—,v OF TFAI Issue ,��P..•••••••..4- 4 `'�: •.s xxxxx BidIssue %«.:..................:.!:/ xxxxx BRAD L CRANE Permit Issue �/ 44891 �1 1 1-29-2006 •.1/C �O �, ID Construction•• �1 S • 4jp. issue xxxxx BRAD L ANE Revisions FRAMING DETAILS Drawn KLN Check 1 Date to=T-0" Project 26277 Sheet S8811 GENERAL NOTES: 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL '`CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL '';COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEMARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. CONCRETE NOTES AND SPECIFICATIONS: 1. ALL CONCRETE WORK SHALL CONFORM TO THE "A.C.I. BUILDING CODE", ACI 318 AND ACI 301, LATEST EDITION. 2. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315-90, "ACI DETAILING MANUAL - 1990". 3. UNLESS OTHERWISE NOTED, ALL REINFORCING BARS #4 AND LARGER SHALL CONFORM TO ASTM A-615 GRADE 60 (60,000 PSI YIELD) AND ALL #2 AND #3 BARS SHALL CONFORM TO GRADE 40 (40,000 PSI YIELD). REINFORCING SHALL BE FREE FROM OIL, DIRT AND OTHER MATERIALS THAT WOULD REDUCE THE BOND WITH THE CONCRETE. 4. UNLESS OTHERWISE NOTED, CONCRETE PROTECTION FOR REINFORCING SHALL BE AS SPECIFIED IN THE "A.C.I. BUILDING CODE", (ACI 318 ,LATEST EDITION). 5. CONCRETE STRENGTH AND PROTECTION FOR REINFORCEMENT OF POURED -IN -PLACE MEMBERS; SEE SECTION 7.7 ACI 318 LATEST EDITION. A. STRUCTURAL ELEMENT 'MINIMUM COVER (INCHES) CONCRETE STRENGTH (PSI) W C RATIO AT 28 DAYS PIERS 3" ALL SURFACES 4000 ,45 GRADE BEAMS 3" BOTTOM, 2" SIDES, 1 1/2" TOP- 4000 ,45 SLAB ON GRADE 1 1 /2" TOP & BOTTOM 4000 .45 RETAINING WALLS 1 " TOP & 4000 ,45 & ELEVATOR PITS 2" EXTERIOR, 3/4" INTERIOR PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1, MINIMUM OF 6 SACKS OF CEMENT PER CUBIC YARD. 6, FLYASH MAY BE USED TO REPLACE A PORTION OF THE PORTLAND CEMENT, THE RATIO OF FLYASH TO THE TOTAL OF THE FLYASH AND CEMENT IN A MIX SHALL NOT EXCEED 20%. FLYASH SHALL CONFORM TO ASTM C618, TYPE C OR F. 7. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOBSITE. IT SHALL BE THE RESPONSI- BILITY OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO ENSURE A PUMPABLE AND WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOBSITE. THE USE OF PLASTICIZERS, RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER, FOLLOW THE RECOMMENDATIONS OF THE MANU- FACTURER FOR THE PROPER USE OF ADDITIVES, THE USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. 8. CONCRETE SLUMP TESTS SHALL BE MADE BEFORE AND AFTER THE ADDITION OF ADMIXTURES AND MAY BE TAKEN AT THE BACK OF THE TRUCK. CONCRETE FOR THE PREPARATION OF TEST CYLINDERS SHALL BE TAKEN FROM THE HOSE END FOR CONCRETE PLACED BY PUMP, 9. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER THE "REINFORCING SPLICE SCHEDULE" AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. REINFORCING SPLICE SCHEDULE REINF. SIZE CONCRETE STRENGTH (PSI) 3000 4000 5000 6000 7000 #3 22" 19" 17" 16" 14" #4 29" 25" 23" 21" 19" #5 36" 31" 28" 26" 24" #6 43" 37" 34" 31" 28" #7 63" 54" 49" 45" 41" #8 72" 62" 56" 51" 47" #9 81" 70" 63" 57" 53" #10 91" 79„ 71" 1 64" 1 60" #11 101" 87" 78" 1 71" 1 66" 10. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ANY OTHER ADDITIONAL SLEEVES, ANCHORS, VENT OPENINGS, ETC., NOT SHOWN ON STRUCTURAL PLANS THAT MIGHT BE REQUIRED. 11. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX, DELAY FLOATING AND TROWELING OPERATIONS UNTIL CONCRETE HAS LOST SURFACE WATER' SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE, FINISHING OF SLAB SURFACES SHALL COMPLY WITH THE RECOMMENDATIONS OF AC1 302.1 AND 304. 12, UNLESS NOTED OTHERWISE ON PLAN, CONTROL JOINTS TO BE LOCATED AT APPROXIMATELY 400 SO. FT. GRIDS. ACTUAL LOCATION TO BE DETERMINED BY OWNER OR CONTRACTOR. CONTROL JOINT TO BE ZIP STRIP OR EQUAL. 1 /8' - 1 /4" d- m W (LONGITUDINAL OR TRANSVERSE) (n v APPROXIMATELY 400 SQ. FT. GRIDS. ACTUAL LOCATION TO BE SUBMITTED BY CONTRACTOR TYP. CONTROL JOINT DETAIL (SLAB ON GRADE) 13. PROVIDE 7 DAY CURING OF SLAB IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS: A. CONTINUOUSLY WATERED BURLAP B. WATERPROOF MEMBRANES C. SPRAYED -ON LIQUID MEMBRANE 14. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT, DRY DAYS OR ANY OTHER TIME THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP, PLASTIC MEMBRANE OR FOGGING. PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN, HAIL OR OTHER INJURIOUS EFFECTS. 15. UNLESS SPECIFIED, CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28-DAY COMPRESSIVE STRENGTH (F'c), BEFORE FORMS MAY BE REMOVED. WALLS, COLUMNS, & BEAM SIDES 40% JOIST PANS & BEAM BOTTOMS IF RESHORED) 70% SHORING FOR FLOOR SYSTEMS IF NOT RESHORED) 85% 16. RESHO RING WHEN REQUIRED, TO EXTEND AT LEAST TWO FLOORS BELOW FLOOR SUPPORTING FALSEWORK (OR GROUND FLOOR), LAYOUT AND PROCEDURE TO BE SUBMITTED TO STRUC- TURAL ENGINEER FOR APPROVAL. 17. AN INDEPENDENT CERTIFIED TESTING LABORATORY SHALL VERIFY AND PROVIDE REPORTS CERTIFYINGI, THE FOLLOWING: A. CONCRETE PLANT BATCH TICKETS FOR EACH TRUCK VERIFY THAT THE CONCRETE MATCHES THE APPROVED DESIGN MIX, B. CONCRETE SLUMP IS IN ACCORDANCE WITH APPROVED DESIGN MIX. C. CONCRETE PLACEMENT OPERATIONS ARE IN ACCORDANCE WITH ACI SPECIFICATIONS. D. CONTROL JOINTS ARE INSTALLED WITHIN THE ACI TIME ALLOWANCE. E. PROPER CURING METHODS ARE BEING UTILIZED, 18. NO CONCRETE SHALL BE PLACED OUTSIDE OF THESE SPECIFICATIONS WITHOUT THE OWNER'S PRIOR APPROVAL, ANY ITEMS NOT IN COMPLIANCE WITH THE OUTLINED SPECIFICATION SHALL BE REPORTED TO THE OWNER AND STRUCTURAL ENGINEER WITHIN 24 HOURS. 19. CONSTRUCTION VEHICLE LOADS SHALL NOT BE PERMITTED ON ELEVATED SLABS AT ANY TIME. 20. ALL RETAINING WALLS TO BE SHORED UNTIL UPPER SLAB IS IN PLACE AND HAS REACHED 70% OF ITS DESIGN STRENGTH OR THE RETAINING WALL HAS REACHED 100% OF ITS DESIGN STRENGTH. PROVIDE GRANULAR BACKFILL AND PERFORATED DRAIN PIPE CONNECTED TO SITE DRAINAGE, RE: CIVIL PLAN. FOUNDATION NOTES: 1. PIERS SHALL BEAR ON SOIL SUITABLE FOR SUPPORTING 4000 P.S.F. DEAD LOAD OR 6000 PSF TOTAL LOAD BEARING. IF QUESTIONABLE SOIL IS ENCOUNTERED, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. RE: SPENCER J. BUCHANAN ASSOCIATES, INC. REPORT # 060641 ALL RECOMMENDATIONS THEREIN THAT RELATE TO THE WORK SHOWN ON THESE DRAWINGS MUST BE FOLLOWED. 2. EXCAVATION FOR FOOTINGS SHALL BE NEAT. 3. FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION. 4. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER THE "REINFORCING SPLICE SCHEDULE" AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. 5. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS, 6, THERE SHALL BE NO PLUMBING LINES RUNNING PARALLEL TO, WITHIN OR UNDER ANY FOUNDATION BEAM. 7. PLACE A 10 MIL VAPOR RETARDER OF POLYETHYLENE UNDER ALL CONCRETE SLABS. n � O ¢z oar° ~c.�oQnv� = n o F_w Q�W=� ��c� viV o oz I- ~n zQ o~ 4z oo�n oQ FINISH SURFACE OF LANDSCAPING 1'-0" CLAY CAP BELOW LANDSCAPING WHERE GEOTECHNICAL REPORT IDENTIFIES MOISTURE SENSITIVE SOIL. ALL AROUNDMBUILDING LINE BUILDIN PERIMETER IN ACCORDANCE W/ SLAB CONSTRUCTION GEOTECHNICAL REPORI SEE PLAN RECOMMENDATIONS. SELECT FILL AS REQUIRED IN ACCORDANCE W/ GEOTECHNICAL REPORT RECOMENDATIONS * INITIAL ROUGH GRADING SHALL BE COMPLETED W/ NATURAL CLAY MATERIALS (NO SAND ALLOWED) PRIOR TO FORM SETTING. IT SHALL SLOPE 1 "/FT. FOR THE FIRST 5' & 6" MIN. IN 10' TO INSURE POSITIVE DRAINAGE AWAY FROM THE SLAB. NOTE TO OWNER: DRAINAGE OF THE SITE MUST BE MAINTAINED THROUGHOUT THE LIFE OF THE STRUCTURE. THE SOIL AT THIS SITE (SEE GEOTECHNICAL REPORT) MAY BE HIGHLY SENSITIVE TO CHANGE IN THE SOIL MOISTURE CONTENT AND WILL DAMAGE THE STRUCTURE IF THE MOISTURE CONTENT DECREASES OR INCREASES. FINISH FLOOR RE: ARCH LINE OF EXCAVATION. THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE W/ GEOTECHN-ICAL REPORT RECOMMENDATIONS. THE TESTING LABORATORY SHALL TEST AND APPROVE THE MOISTURE CONTENT AND DENSITY OF THE SUBGRADE PRIOR TO PLACEMENT OF ANY FILL MATERIAL. NOTE TO CONTRACTOR., PROVIDE PUMPS ON SITE AND REMOVE ANY WATER FROM THE SITE 100% OF THE TIME. STANDING WATER IN THE EXCAVATION AT ANYTIME DAY OR NIGHT IS UNACCEPTABLE. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES OF Review Issue xxxxx �P.•••"'•••.;I'q�ri �i: •s �� Bid Issue �::.:..................:. xxxxx L�CRANE.•*+ Permit Issue 1 1-29-2006 ���••••BRAD 44891 #41" c,4•' s°suetruction .�� 1 CENS ��,/O AL \ �1 04-03-2007 BRAD L C ANE revisions CONCRETE SPECIFICATIONS DRAWING NAME 26277S901.dwg 4-3-07 11:40AM adamsa SITE PREPARATION SCHEMATIC Drawn KLN Check MLS Date 04-03-2007 Project 26277 Sheet S9.01 GENERAL NOTES: 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. DESIGN CRITERIA CODE................................................. IBC '2003 WIND SPEED.......................................90 MPH EXP. B SEISMIC ............................................... SEE TABLE BELOW DESIGN LOADS LIVE LOAD DEAD LOAD UNIT FLOOR 40 40 PRIVATE BALCONY 60 35 PUBLIC AREAS & CORRIDORS 100 25 ROOF 1 20 20 EARTHQUAKE DESIGN DATA TABLE THE SHORT PERIOD (0.2 SEC) SPECTRAL RESPONSE ACCELERATION (Ss):.......................... 0.106 THE ONE SECOND SPECTRAL RESPONSE ACCELERATION (SO. •.............................................. 0.046 SEISMICUSE GROUP: ........................................................................................................................ I SITECLASSIFICATION: ........................................................................................................................ D SITE COEFFICIENT AS FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss: .•..•............................................ Fa 1.6 SITE COEFFICIENT AS FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATIONS S1:.••.•...•.•...................................... Fv 2.4 ADJUSTED MAXIMUM EARTHQUAKE SPECTRAL RESPONSE ACCELERATION PARAMETERS:......................................................................................... SMs 0.170 SM1 0.110 DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: ........................................ S Ds 0.113 S D1 0.074 SEISMIC DESIGN CATEGORY (SHORT PERIOD RESPONSE ACCELERATIONS): • ......................... A SEISMIC DESIGN CATEGORY (ONE SECOND PERIOD RESPONSE ACCELERATIONS): •••.••••.••••••. B BASIC SEISMIC -FORCE RESISTING SYSTEM: .................................. LIGHT FRAMED WALLS WITH STRUCTURAL SHEAR PANELS DESIGN COEFFICIENT FOR BASIC SEISMIC -FORCE RESISTING SYSTEM (R):.......................... 2 SYSTEM OVER -STRENGTH FACTOR(C-1o):........................................................................................ 2 1,12 DEFLECTION AMPLIFICATION FACTOR (Cd):•••••.•..•.•....................................................................... 4 ANALYSIS PROCEDURE (ELFP OR MAP): ........................................................................................ ELFP WOOD FRAMING SPECIFICATIONS: 1. WOOD FRAMING SIZES, VERTICAL FRAMING, HORIZONTAL FRAMING, FIRESTOPS, ANCHORAGE, FURRING AND CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER LOCAL BUILDING CODE MINIMUM REQUIREMENTS. 2. A) WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL BE 19/32" THICK STANDARD C.D. EXPOSURE 1, PANEL INDEX 40/20 CONFORMING TO U.S. PS-1 AND STAMPED WITH APA GRADE -TRADEMARK. B) WOOD STRUCTURAL PANELS SHALL BE NAILED TO SUPPORTS WITH 8d COMMON NAILS, FOR THICKNESS OF 15/32 INCH AND WITH 10d COMMON NAILS FOR 19/32 INCH, 23/32 INCH, AND 7/8 INCH THICKNESS. C) NAILING SHALL BE AS SHOWN ON WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE PLAN (SHOWN ON THIS SHEET). 3. A) WOOD STRUCTURAL PANEL FLOOR SHEATHING SHALL BE 23/32" THICK T & G EXPOSURE 1, PANEL INDEX 48/24 CONFORMING TO U.S. PS-1 AND STAMPED WITH APA GRADE -TRADEMARK. B) WOOD STRUCTURAL PANELS SHALL BE NAILED TO SUPPORTS WITH 8d COMMON NAILS, FOR THICKNESS OF 15/32 INCH AND WITH 10d COMMON NAILS FOR 19/32 INCH, 23/32 INCH, AND 1 1/8 INCH THICKNESS. C) NAIL SPACING SHALL BE SIX INCHES ON CENTER AT PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 4. ALL STRUCTURAL LUMBER SHALL BE SPRUCE PINE FIR OF THE FOLLOWING MINIMUM GRADES AND ALLOWABLE STRESSES OR EQUIVALENT AS PER NATIONAL FOREST PRODUCTS ASSOCIATION. MOISTURE CONTENT TO BE 19% MAXIMUM. STUDS SEE STUD SCHEDULE JOISTS STRUCT. GRADE NO. 2 SEAM 2"-4" THICK STRUCT. GRADE NO. 2 POSTS STRUCT. GRADE NO. 2 - ALL PLATE STOCK SHALL BE DFL OR SYP NO. 3 OR BETTER. - ALL FLOOR JOIST BRIDGING TO BE PER LOCAL CODES OR AS SHOWN. - ALL GLUE LAMINATED MEMBERS SHALL BE DOUGLAS FIR, COMBINATION 24F-V4 FOR SIMPLY SUPPORTED BEAMS AND COMBINATION 24F-V8 FOR CANTILEVERED AND CONTINUOUS BEAMS; OR SOUTHERN PINE, COMBINATION 24F-V3 FOR SIMPLY SUPPORTED BEAMS AND 24F-V5 FOR CANTILEVERED AND CONTINUOUS BEAMS. UNLESS NOTED OTHERWISE ALL GLULAM BEAMS SHALL BE PROVIDED WITH STANDARD CAMBER. - PSL MEMBERS SHALL BE MIN. Fb = 2900 PSI. & MIN. Fv = 285 PSI. & MIN. E= 2,000,000 PSI. - LVL BEAMS THAT HAVE EQUAL OR GREATER SIZE THAN PSL BEAMS SPECIFIED, AND MEET PSL REQUIREMENTS MAY BE SUBSTITUTED FOR PSL BEAMS 5. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED TESTING AGENCY. 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE -TREATED WOOD. ALL FASTENERS INCLUDING ANCHOR BOLTS, POWDER ACTUATED FASTENERS, NAILS, CLIPS, AND HANGERS ATTACHED TO PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND THE APPLICABLE BUILDING CODE. 1.1 SCOPE: A. TRUSS DOCUMENTS TO INCLUDE 1) SEALED LAYOUTS, SEALED PROFILES & CALCULATIONS & TRUSS BLOCKING REQUIREMENTS. B. PROCEDURES FOR 1) INSTALLING, SECURING, BRACING, ETC., OF ALL TRUSSES. 1.2 SHOP DRAWINGS: A. INCLUDE THE FOLLOWING ON SUBMITTED SHOP DRAWINGS 1) 2) ALLOWABLE LOADS IN LBS/EFFECTIVE NAIL OR LBS/SQ. IN FOR LUMBER AND PLATES USED AS ALLOWED BY ICBO AND CURRENT ICBO REPORT NUMBER AND BY SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL. 3 STRESS REDUCTION FACTORS USED FOR PLATES. 4 TOP AND BOTTOM CHORD DESIGN LOADS IN PLF. 5 SIZE', GAUGE, AND EXACT LOCATION BY DIMENSION OF PLATES. 6 LUMBER SPECIES AND GRADES USED. 7 NAME AND TRADEMARK OF PLATE MANUFACTURER AND TRUSS FABRICATOR AND PROJECT NAME AND LOCATION. 8) CONCENTRATED LOAD REQUIREMENTS HAVE BEEN DESIGNED FOR AND SHOWN ON DOCUMENTS. 9) TRUSS TO TRUSS CONNECTION HARDWARE REQUIREMENTS. B. ALL TRUSS SHOP DRAWINGS MUST BE REVIEWED AND WRITTEN APPROVAL PROVIDED, BY GENERAL CONTRACTOR, PRIOR TO SUBMITTAL OF SHOP DRAWINGS TO STRUCTURAL ENGINEER. C. SHOP DRAWINGS & LAYOUTS CAN NOT BE REVIEWED BY SCA WITHOUT SEAL AN SIGNATURE OF TRUSS COMPANY ENGINEER ON ALL TRUSS ENGINEERING SHEETS. D. ALL TRUSSES MUST BE DESIGNED FOR UPLIFT LOADS. UPLIFT VALUES ® EACH TRUSS BEARING POINT MUST BE SHOWN ON TRUSS ENGINEERING SHEET. 2.1 METAL GUSSET PLATES: A. PLATE DESIGN AND MANUFACTURE SHALL BE AS APPROVED BY "THE RESEARCH COMMITTEE FOR THE ICBO". PLATES SHALL BE GALVANIZED OR OTHERWISE PROTECTED FROM CORROSION. B. MANUFACTURER'S NAME OR TRADEMARK SHALL BE VISIBLE ON PLATES. 3.1 GENERAL: A. FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICSO EXCEPT THAT THIS SPECIFICATION SHALL GOVERN WHEN IT EXCEEDS ICBO REQUIREMENTS. B. FABRICATE TRUSSES FROM APPROVED SHOP DRAWINGS. C. FABRICATED TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE FULL CONTACT AT JOINTS. D. EACH CHORD SECTION SHALL EXTEND THROUGH TWO PANEL POINTS BEFORE BEING SPLICED. E. TRUSS FABRICATOR SHALL HAVE HIS PLANT INSPECTED FOUR TIMES PER YEAR BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI REGULATIONS AND COPIES OF INSPECTIONS MADE AVAILABLE TO OWNER UPON REQUEST. F. TRUSS FABRICATOR SHALL SPECIFY HARDWARE REQUIRED AT TRUSS TO TRUSS CONNECTIONS. G. ALL COMPONENT WEB MEMBERS REQUIRING LATERAL BRACING SHALL HAVE 2X T-BRACES UNLESS THE COMPONENT ENGINEER PROVIDES OTHER BRACING DESIGN & DETAILS. H. MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 19%. I. ALL CHORD MATERIAL LUMBER SHALL HAVE A MINIMUM SPECIFIC GRAVITY "G„ = .50. J. BEARING AREA OF COMPONENT CANNOT BE LARGER THAN THE FRAMING MEMBER USED FOR BEARING. K. TOP CHORD SHALL BE CONTINUOUSLY BRACED WITH PROPERLY ATTACHED SHEATHING OR BRACING AT 2'-0" O.C. (MAX.). BOTTOM CHORD SHALL BE CONTINUOUSLY BRACED WITH PROPERLY ATTACHED CEILING GYPSUM SHEATHING OR BRACING AT 10'-0" O.C. (MAX.), UNLESS NOTED OTHERWISE BY TRUSS MANUFACTURER. BRACING SHALL BE 2X MEMBER AND SHALL BE ATTACHED TO EACH TRUSS WITH 2-10d NAILS. L. TRUSSES OVER SHEAR WALLS OR DRAG TRUSSES SHALL BE DESIGNED FOR DRAG FORCES INDICATED ON STRUCTURAL PLANS AND DETAILS. ROOF FASTENING ZONES(C) WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE 0 O FASTENING SCHEDULE (inches on center) THICKNESS NAILS PANEL LOCATION 1 /2" OR LESS 8d COMMON PANEL EDGE (a) 6 6 6(b) PANEL FIELD 12 12 6(b) 19/32" OR GREATER 10d COMMON PANEL EDGE (a) 6 6 6(b) PANEL FIELD 12 12 6(b) (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE END WALLS. (b) USE RING -SHANK NAILS IN THIS ZONE IF MEAN ROOF HEIGHT IS GREATER THAN 25. (c) THE ROOF FASTENING ZONES ARE SHOWN BELOW. ROOF FASTENING ZONES FLAT ROOF - 3' FASTENING SCHEDULE f CORROSION -RESISTANT SIDING OR CASING NAILS. CONNECTION FASTENING' m LOCATION 9FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. hCORROSION-RESISTAKIT ROOFING NAILS WITH 7/16 INCH DIAMETER HEAD AND 1 1/2 INCH 1 JOIST TO SILL OR GIRDER 3- 8d COMMON TOENAIL LENGTH FOR 1/2 INCH SHEATHING AND 1 3/4 INCH LENGTH FOR 25/32 INCH SHEATHING. 3- 3" X 0.131" NAIL 2 BRIDGING TO JOIST 2- 8d COMMON TOENAIL EACH END I CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16 INCH CROWN AND 1 1 /8 INCH 2- 3" X 0,131" NAIL LENGTH FOR 1/2 INCH SHEATHING AND 1 1/2 INCH LENGTH FOR 25/32 INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION 3 1 "X 6" SUBFLOOR OR LESS TO EACH JOIST 2- 8d COMMON FACE NAIL OF THE PANEL, UNLESS OTHERWISE MARKED). 4 WIDER THAN 1 "X 6" SUBFLOOR TO EACH JOIST 3- 8d COMMON FACE NAIL CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. 5 2" SUBFLOOR TO JOIST OR GIRDER 2- 16d COMMON BLIND AND FACE NAIL k PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL 6 SOLE PLATE TO JOIST OR BLOCKING 16d AT 16" O.C. TYPICAL FACE NAIL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. 3" X 0.131" NAIL 0 8" O.C. 1 SOLE PLATE TO JOIST OR BLOCKING AT 3- 16d PER 16" BRACED WALL PANELS FOR ROOF SHEATHING APPLICATIONS, 8d NAILS ARE THE MINIMUM REQUIRED FOR WOOD BRACED WALL PANELS 3" X 0.131" NAIL PER 16" STRUCTURAL PANELS. 7 TOP PLATE TO STUD 2- 16d COMMON END NAIL m STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH, 3- 3" X 0,131" NAIL 8 STUD TO SOLE PLATE 4-8d COMMON TOENAIL n FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 4- 3" X 0.131" NAIL 8 INCHES AT INTERMEDIATE SUPPORTS. 2- 3- 16d COMMON 3" X 0.131" NAIL END NAIL °FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORT FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES 9 DOUBLE STUDS 16d AT 24" Q.C. FACE NAIL AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. 3" X 0.131" NAIL 0 8" O.C. PFASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE. 10 DOUBLE TOP PLATES 16d AT 16" O.C. TYPICAL FACE NAIL 3" X 0.131 " NAIL 0 12" O.C. DOUBLE TOP PLATES 8- 16d COMMON LAP SPLICE 12- 3" X 0,131 ' NAIL 11 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3- 8d COMMON TOENAIL 3- 3" X 0.131" NAIL 12 RIM JOIST TO TOP PLATE 8d AT 6" O.C. TOENAIL 3" X 0.131" NAIL ® 6" O.C. 13 TOP PLATE, LAPS AND INTERSECTIONS 2- 16d COMMgp FACE NAIL 3- 3" X 0.131 NAIL 14 CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EDGE 15 CEILING JOISTS TO PLATE 3- 8d COMMON TOENAIL 5- 3" X 0.131 " NAIL 16 CONTINUOUS HEADER TO STUD 4- 8d COMMON TOENAIL 17 CEILING JOISTS, LAPS OVER PARTITIONS 3- 16d COMMON FACE NAIL 4- 3" X 0,131" NAIL 18 CEILING JOISTS TO PARALLEL RAFTERS 3- 16d COMMON FACE NAIL 4- 3" X 0.131" NAIL 19 RAFTER TO PLATE 3- 8d COMMON TOENAIL 3- 3" X 0.131" NAIL 20 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2- 8d COMMON FACE NAIL 2- 3" X 0.131" NAIL 21 1 "X 8" SHEATHING TO EACH BEARING 2- 8d COMMON FACE NAIL 22 WIDER THAN 1 "X 8" SHEATHING TO EACH BEARING 3- 8d COMMON FACE NAIL 23 BUILT-UP CORNER STUDS 16d AT 24" O.C. 3" X 0.131" NAIL 0 16" O.C. 24 BUILT-UP GIRDER AND BEAMS 20d AT 32" O.C. FACE NAIL @ TOP AND 3" X 0.131" NAIL 0 24" O.C. BOTTOM STAGGERED ON OPPOSITE SIDES 2- 20d COMMON FACE NAIL 0 ENDS 3- 3" X 0.131" NAIL AND AT EACH SPLICE 25 2" PLANKS 16d AT EACH BEARING 26 COLLAR TIE TO RAFTER 3- 10d COMMON FACE NAIL 4- 3" X 0,131" NAIL 27 JACK RAFTER TO HIP 3- 10d COMMON TOENAIL 4- 3" X 0.131" NAIL 2- 16d COMMON FACE NAIL 3- 3" X 0.131" NAIL 28 ROOF RAFTER TO 2- BY RIDGE BEAM 2- 16d COMMON TOENAIL 3- 3" X 0.131" NAIL 2- 16d COMMON FACE NAIL 3- 3" X 0.131" NAIL 29 JOIST TO BAND JOIST 3- 16d COMMON FACE NAIL 5- 3" X 0.131" NAIL 30 LEDGER STRIP 3- 16d COMMON FACE NAIL 4- 3" X 0.131" NAIL 31 WOOD STRUCTURAL PANELS AND PARTICLEBOARD-b SUBFLOOR, ROOF, & WALL SHEATHING (TO FRAMING): �'I 1/2" AND LESS. d 23/8" X 0.113" NAIL 19/32" TO 3/4" 8d dd OR 6d e 2 3/8" X 0.113" NAIL 7/8" TO 1" 1 1 /8" TO 1 1 /4" 8d c 10d d OR 8d e SINGLE FLOOR (COMBINATION SUBFLOOR- UNDERLAYMENT (TO FRAMING): 3/4" AND LESS 6d e e 7/8" TO 1" 1 1 /8" TO 1 1 /4" 8d 10d d OR 8d e 32 PANEL SIDING (TO FRAMING): 1/2" OR LESS 5/8" 6df 8d f 33 FIBERBOARD SHEATHING: g 1/2" No. 11 ga. ROOFING NAIL h 6d COMMON NAIL No. 16 ga. STAPLE i h 25/32" No. 11 ga. ROOFING NAIL 8d COMMON NAIL . No. 16 ga. STAPLE 34 INTERIOR PANELING 1/4" 3/8" 4dJ 6d k 35 TRUSS, ROOF, AND FLOOR 3- 16d SLANT NAIL a COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. (SIZE OF NAIL PER LATEST EDITION OF NATIONAL DESIGN SPECIFICATION) bNAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, EXCEPT 6 INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE, FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX, OR CASING. cCOMMON OR DEFORMED SHANK. dCOMMON. eDEFORMED SHANK. GENERAL WOOD FRAMING NOTES 1. FRAMED OPENINGS: FOR OPENINGS LESS THAN 4'-0" WIDE, USE 1- TRIMMER AND 1- KING POST EACH END. FOR OPENINGS 4'-0" OR WIDER, USE 2- TRIMMER AND. 1- KING POST EACH END. U.N.O. 2. PROVIDE A CONTINUOUS TIE ACROSS BUILDING WITH STRONGBACKS ON ALL JOIST SPANS OVER 7'-6" AND TWO STRONGBACKS ON ALL JOIST SPANS OVER 15'-0" PERPENDICULAR TO JOISTS AND NAILED TO EACH JOIST. 3. BRIDGING: MAXIMUM AT 8'-0" FOR SPANS OVER 10'-0", METAL CROSS, WOOD CROSS OR 2" SOLID WOOD. 4. PROVIDE COLLAR TIES OF 1 X6 BOARDS AT UPPER 1 /3 DOWN FROM RIDGE BEAMS SPACED 48" O.C. MAXIMUM. (FOR CONVENTIONAL FRAMING) 5. PROVIDE PURLINS OF THE SAME NOMINAL DIMENSIONS AS RAFTERS UNDER ALL RAFTER (HORIZONTAL) SPANS OVER (7'-6" FOR 2X6, 10'-0" FOR 2X8, 12'-8" FOR 2X10, 15'-6" FOR 2X12) AND BRACE TO. PARTITIONS AT 4B" O.C. MAXIMUM. (FOR CONVENTIONAL FRAMING). 6. PROVIDE DOUBLED JOISTS UNDER PARTITIONS (ABOVE) WHICH ARE PARALLEL WITH JOIST SPAN: SPACE AND BLOCK IF PARTITION ABOVE IS A PLUMBING WALL. 7. PROVIDE SOLID BLOCKING AT 12" O.C. BETWEEN JOISTS UNDER PARTITIONS (ABOVE) WHICH ARE PARALLEL TO THE JOISTS BUT NOT DIRECTLY OVER THE JOISTS. BLOCKING SHALL BE NOT LESS THAN 2" IN THICKNESS AND SHALL MATCH THE DEPTH OF THE JOISTS. TRUSSES MAY USE TRUSS BLOCKS. 8. THE NUMBER OF WALL STUDS AT BEARING POINTS OF 2X MEMBER BEAMS SHALL EXCEED THE NUMBER OF MEMBERS IN THE BEAM BY ONE. ALL MANUFACTURED WOOD BEAMS SHALL HAVE 3 STUDS MINIMUM AT EACH BEARING POINT (UNLESS NOTED OTHERWISE ON PLAN). GIRDER TRUSSES SHALL HAVE 3 STUDS MINIMUM; OR 1 STUD MORE THAN THE NUMBER OF PLYS AT EACH BEARING POINT (UNLESS NOTED OTHERWISE ON PLAN). THE CENTERLINE OF THE BEAM AND GIRDER TRUSS SHALL BE THE CENTERLINE OF THE SUPPORTING WALL STUDS OR POST. THE SUPPORTING WALL STUDS OR POST SHALL CONTINUE TO THE FOUNDATION WITH INTERMEDIATE SUPPORTS THROUGH FLOOR (BETWEEN UPPER WALL BOTTOM PLATE AND LOWER WALL TOP PLATE). 9. ALL FLUSH BEAMS AND JOISTS TO BE SUPPORTED BY APPROVED HANGER. 10. ALL 2X4 (MIN.) CHIMNEY CONSTRUCTION TO BE SHEATHED WITH 1/2'. EXTERIOR WOOD STRUCTURAL PANEL, 11. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR CONSTRUCTION. 12. EXTERIOR WALLS AT VAULTED CEILINGS SHALL BE BALLOON FRAMED. 13. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND TRUE. THIS BRACING SHALL REMAIN UNTIL THE SPECIFIED SHEARWALLS ARE TOTALLY INSTALLED. 14. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. NOTCHING AND BORING OF STUDS AND TOP PLATES SHALL CONFORM TO THE PROVISIONS OF SECTION 2308.9.10 AND 2308.9.11 OF THE IBC. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE WITH MINIMUM 0.058 INCHES THICK AND 1 1/2 INCHES WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (6) 16d NAILS, IN ACCORDANCE SECTION 2308.9.8 OF THE IBC. STEEL LINTEL SCHEDULE FOR MASONRY OPENINGS MAXIMUM SPAN SIZE 3' -0" 4 3 1/2 X 3 1/2 X 1 /4 4'-O" < 5 X 3 1/2 X 1 /4 (LLV) 5'-0" 4 5 X 3 1/2 X 5/16 (LLV) 8'-0" < 5 X 3 1/2 X 3/8 (LLV) 9'-O" < 6 X 4 X 3/8 (LLV) PROVIDE ROLLED STEEL ANGLE LINTELS CAD ALL ARCHES. ALL LINTELS TO EXTEND 8" (MIN.) ONTO MASONRY. STAIR & HANDRAIL NOTES: ALL STAIRS AND HANDRAILS SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER BASED ON THE FOLLOWING DESIGN CRITERIA: 1. STAIR STRINGERS, TREADS AND RISERS SHALL BE DESIGNED TO SUPPORT 100 PSF LIVE LOAD. 2. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED TO SUPPORT A 300 POUND CONCENTRATED LOAD PLACED IN A POSITION THAT WOULD CAUSE MAXIMUM STRESS. 3. THE TOP RAIL OF HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PLF APPLIED HORIZONTALLY AT RIGHT ANGLES, OR A 200 POUND CONCENTRATED LOAD APPLIED IN ANY DIRECTION. INTERMEDIATE RAILS, PANEL FILLERS AND THEIR CONNECTIONS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PSF APPLIED HORIZONTALLY AT RIGHT ANGLES OVER THE ENTIRE TRIBUTARY AREA, INCLUDING OPENINGS AND SPACES BETWEEN RAILS. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sea®scahouston.eom Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES ? �E OF TER\ Review Issue ..... �,��.�P.•• ••,.-Iq �l • s XXXXX BidIssue ::..................: *�l XXXXX BRAD L CRANE Permit Issue 11-29-2006 ���'., 44891 •� i�o.��,•� /C S . ' �' / tt ��•�\ Construction �,/O�j �0. Issue XXXXX BRAD L RANE Revisions GENERAL SPECIFICATIONS Drawn KLN Project 26277 Check Sliee `- 89002 Date STRUCTURAL STEEL FRAMING NOTES: 1. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. DRAWINGS TO HAVE CONTRACTORS STAMP AFFIXED PRIOR TO REVIEW. 2. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE. 3. STRUCTURAL SHAPES AND ASTM SPECIFICATIONS: A. WIDE FLANGE SHAPES ASTM A992 (50 KSI) B. ANCHOR BOLTS ASTM A36 36 KSI C. CHANNELS ASTM A36 36 KSI D. PLATES ASTM A36 36 KSI 136 E. BARS ASTM A36 36 KSI F. ANGLES ASTM A36 KSI G. SQUARE AND RECTANGULAR TUBES (HSS) ASTM A500, GRADE B (46 KSI) H. STEEL PIPE ASTM A53, GRADE B 35 KSI) I. ROUND TUBES (HSS) ASTM 500, GRADE B (42 KSI) 4. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH 'THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC NINTH EDITION. 5. ALL FIELD CONNECTIONS TO BE BOLTED WITH A325 BOLTS .(WELDED WHERE SHOWN). DESIGN SHEAR CONNECTIONS FOR ONE HALF OF THE TOTAL ALLOWABLE UNIFORM LOAD OF BEAMS UNLESS NOTED OTHERWISE ON DRAWINGS, RE: AISC PART 4. ALL CONNECTIONS MUST BE DESIGNED BY. A REGISTERED ENGINEER AND, IF REQUESTED, CALCULATIONS MUST BE AVAILABLE FOR REVIEW. BOLTS TO BE LE JEUNE TYPE OR EQUAL. 6. BRACING CONNECTIONS SHALL DEVELOP FULL FORCES SHOWN ON DRAWINGS AT EACH END OF MEMBER. 7. EXPANSION JOINT CONNECTIONS, WHERE USED, SHALL PROVIDE FREE MOVEMENT. BOLTS SHALL HAVE NUTS FINGER TIGHTENED AND THREADS CRIMPED. 8. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. 9. MC = MOMENT CONNECTION. 10. ALL NON —SHRINK GROUTS FOR LEVELING OF BASE PLATES SHALL HAVE A MIN. 5,000 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS. GROUT SHALL COMPLY WITH CORPS OF ENGINEERS SPECIFICATION CRD—C 621. 11. ALL STRUCTURAL STEEL AND JOISTS SHALL BE FABRICATED IN ACCORDANCE WITH OSHA SAFETY STANDARDS FOR STEEL ERECTION. STRUCTURAL DOCUMENTS INDICATE TYPICAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL OSHA REQUIREMENTS ARE MET. 12. ALL STRUCTURAL STEEL DESIGNED USING AISC—ASD SPECIFICATION SHALL NOT INCLUDE THE 1 /3 STRESS INCREASE ALLOWANCE FOR WIND AND SEISMIC LOADING. Project THE FACTORY APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sea®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES `,�.� OF Review Issue AW,P .•••••••.F-I,y�� ' xxxxx �i,� �•' s*�1 Bid Issue j :.:..................:.::�� xxxxx BRAD L CRANE Permit Issue %...................... ..� #1,�.� 44891 1 1-29-2006 �• 1��T••�/ 5� ••• �� Issue ruction �� �,�iry ''• `rya• xxxxx BRAD L RJt• Revisions GENERAL SPECIFICATIONS 1112 .-W Drawn KLN Project 26277 Check Shee D 9.03 Date zi) AT: © AT: 0 STUDS: STUDS: PROVIDE 3-2X4 STUDS (MIN.) PROVIDE 2-2X4 STUDS (MIN.) STRAP WITH (2) CCS16HSTRAP, R PFL00R —�j ( I WITHP(2) CS16STRAP, FLOOR STRAP AT: O& 3f III II II I I ( AT: Q> & STUDS: STUDS: PROVIDE 3-2X4 STUDS (MIN.) PROVIDE 3-2X STUDS (MIN.) STRAP THROUGH 3rd FLOOR STRAP THROUGH 3rd FLOOR WITH (1) MST60 WITH (1) MST60 AT: Q&Q&Q AT:O&�&Q STUDS: STUDS: PROVIDE a-2X4 STUDS (MIN.) PROVIDE 4-2X4 STUDS (MIN.) STRAP THROUGH 2nd FLOOR STRAP THROUGH 2nd FLOOR - WITH (2) MST60 WITH (2) MST60 STRAPS AT:©& 3F &Q& iF AT:@& aH &*& tE STUDS: STUDS: PROVIDE 08 POST (MIN.) PROVIDE 08 POST (MIN.) @ 4X WALLS @ 4X WALLS PROVIDE 6X6 POST (MIN.) PROVIDE 6X6 POST (MIN.) @ 6X WALLS @ 6X WALLS ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION WITH HHDQ14-SDS2.5 WITH HD15 ANCHOR. FASTEN TO FOUNDATION W/1 1/4"0 X 16" FASTEN TO FOUNDATION W/1"A X 14" EMBEDMENT EMBEDMENT HEADED ANCHOR BOLT. HEADED ANCHOR BOLT. SEE 3/THIS SHEET SEE 3/THIS SHEET FOR EDGE CONDITIONS FOR EDGE CONDITIONS UNDATiON ANCHORAGE TYPE _F ANCHORAGE TYPE SEE SIMPSON ELEVATION 2/THIS SHEET 3/4" 0 x 21 " (16" EMBEDMENT) BOLT @ QUICK TIE \ \ 2 1/2" \ i n�ll7 w V) UP TO 2" VENEER — LEDGE IF APPLICABLE SEE SIMPSON ELEVATION 2/THIS SHEET 51/2` O BLT@ QUICK 16" EMBEDMENT) TIE a w w Ij J= II Wiz 11 `� 11 OMIN 0 0 WITH BRICK LE 1/2 PLATE 3" MIN. E70XX TYP. EDGE CONDITION FOR TYPE BAND AND e -CAST IN PLACE BOLT AT: 0 STUDS: PROVIDE 2-2X STUDS (MIN.) STRAP THROUGH 4th FLOOR WITH (2) CS16 STRAP, AT: <8>&Q STUDS: PROVIDE 2-2X STUDS (MIN.) STRAP THROUGH 3rd FLOOR WITH (2) CS16 AT:O & O& Q STUDS: PROVIDE 3-2X STUDS (MIN.) STRAP THROUGH 2nd FLOOR WITH (1) MST60 STRAPS 2-1 AT:Q&©&Q&0 STUDS: PROVIDE 4-2X STUDS (MIN.) ANCHORAGE TO FOUNDATION WITH HDQ8-SDS3 FASTEN TO FOUNDATION W/7/8"0 X 11 1/2" EMBEDMENT HEADED ANCHOR BOLT. ALTERNATE ANCHORAGE @ INT. COND. ONLY 7/8"o X 9" EMBEDMENT SIMPSON SET EPDXY ANCHOR. AT: 4e STUDS: PROVIDE 2-2X STUDS (MIN.) STRAP THROUGH Ah FLOOR WITH (1) CS16 STRAP, AT: 4& 0 STUDS: PROVIDE 2-2X STUDS (MIN.) STRAP THROUGH 3rd FLOOR WITH (1) CS16 STRAPS, AT: *& STUDS: PROVIDE 2-2X STUDS (MIN.) STRAP THROUGH 2nd FLOOR WITH (2) CS16 STRAP. AT-., &Qa &©e & qs STUDS: PROVIDE 3-2X STUDS (MIN.) ANCHORAGE TO FOUNDATION WITH HTT22 FASTEN TO FOUNDATION W/5/8"0 X 10" EMBEDMENT HEADED ANCHOR BOLT. ALTERNATE ANCHORAGE 5/8" 0 X 9" EMBEDMENT SIMPSON SET EPDXY ANCHOR. `1 I ANCHORAGE TYPEv I - ANCHORAGE TYP EVC ��`� ANCHORAGE TYPE/ B TYPICAL SHEAR WALL END ANCHORAGE ELEVATIONS (SIMPSON) 3 STUDS REQUIRED @ (1) MST60 STRAP. SEE TYP, SHEAR WALL (SIMPSON) END ANCHORAGE ELEVATIONS. (DETAIL ENLARGED FOR CLARITY) ALIGN CENTER OF MST60 STRAP W/ EDGE OF STUD. CS16 STRAP MAY BE CENTERED ON STUD. 5 STUDS REQUIRED @ (2) MST60 STRAPS. SEE TYP. SHEAR WALL (SIMPSON) END ANCHORAGE ELEVATIONS. (DETAIL ENLARGED FOR CLARITY) ALIGN CENTER OF MST60 STRAP W/ EDGE OF STUD NOTES: 1.) CS16 STRAPS - CUT STRAP TO ALLOW FOR 14" MINIMUM END LENGTHS WITH 13-10d NAILS IN EACH END (26 NAILS TOTAL). 2.) MST60 STRAPS - NAIL W/ 28-16d NAILS IN EACH END (56 NAILS TOTAL). AT. STUDS: PROVIDE 2-2X STUDS (MIN.) STRAP THROUGH 41h FLOOR WITH (1) CS16 STRAP. AT:® & 0 STUDS: PROVIDE 2-2X STUDS (MIN.) STRAP THROUGH 3rd FLOOR WITH (1) CS16 STRAP. STUDS: PROVIDE 2-2X STUDS (MIN.) STRAP THROUGH 2nd FLOOR WITH (1) CS16 STRAP. AT:U&W&W& VA STUDS: PROVIDE 2-2X STUDS (MIN.) ANCHORAGE TO FOUNDATIO ANCHOR. WITH HTT16 ANCHOR. FASTEN TO FOUNDATION W/5/8"O X 10" EMBEDMENT HEADED ANCHOR BOLT. ALTERNATE ANCHORAGE 5/8"0 X 7" EMBEDMENT EXPANSION ANCHOR @ INTERIOR CONDITION OR 5/8"4 X 6" EMBEDMENT SIMPSON ET EPDXY ANCHORS @ EDGE CONDITION. ANCHORAGE TYPE Project THE FACTORY F-11 APARTMENTS 2 COLLECT STATION, TEXAS HILL AND FRANKS INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES ..��►`���� OF TF�1 Review Issue ...... 1 „p..o`�EP•...-rq 0 �•• •.s xxxxx BidIssue j::.:..................:.::1� xxxxx BRAD L CRANE Permit Issue '0 ••� •44891••••• •• 1-29 2006 ,�••. / .� �� `,t,����.. .0� ' •'yG� �0 Issue ruction 1` xxxxx BRAD L RANE Revisions HEARWALL SPECIFICATION Drawn KLN Check 1 Date Project 26277 Shee 9.03 SHEAR WALL HOLDOWN SEE PLAN STRAP — SEE PLAN STRAP — SEE PLAN SHEAR WALL EDGE NAILING ANCHOR —SEE PLAN (MAY BE STAGGERED) SHEAR WALL SHEAR WALL SHEAR WALL EDGE NAILING ANCHOR — SEE PLAN SEE BRACING 7 MAY BE STAGGERED) 3/4"0 ALL THREAD ' ' PLAN 3/4"0 ALL THREAD • • WELD SIZE TO ':. CONT. SHEAR SHEAR WALLS • EQUAL RADIUS WALL *BOTTOM PLATE OF WALL OF COUPLER E70XX *BOTTOM PLATE OF WALL ': • *FLOOR SHEATHING *FLOOR SHEATHING :. PLUMBING 'CHASE SHEAR WALL EDGE NAILIN (MAY BE STAGGERED) *FLUSH BEAM SHEAR WALL (SIMPSON) AT INTERSECTING WALLS SHEAR WALL (SIMPSON) AT CORNER TYP. PLUMBING CHASE C4] STEEL BEAM SEE PLAN SEE PLAN 2X NAILER RIP TO FIT TOP FLANGE WIDTH 3 5/8"OX1" COUNTERSINKA 3 1/2"OX1/4" WASHER WHERE REQUIRED CRIMP THREADS SIMPSO SHEAR WALL SHEATHING SHALL EXTEND FROM BOTTOM PLATE TO TOP PLATE SHEAR WALLS NAIL STUDS TOGETHER 16d NAILS @ 6" O.C. W/16d NAILS @ 6" O.C. GYP. SHEAR WALLS STAGGERED (TYP.) STAGGERED CONT. W.S.P. SHEAR WALL TUB NOTES: SHEAR WALL EDGE NAILING 1. SEE BRACING PLAN FOR TYPE & LOCATION OF SHEAR WALL; SEE TYP SHEAR WALL (Q.T.) SMEAR WALL EDGE NAILING NAIL STUDS TOGETHER W/16d NAILS @ 6" O.C. BEAM CONNECTION 7 FLOOR SYSTEMS VARY, SEE DETAILS WITH SHEAR WALLS, SEE FRAMING PLAN FOR ELEVATIONS FOR QUICK TIE TYPE; STAGGERED SIDE TO SIDE SECTIONS CUTS SEE SHEAR WALL SCHEDULE FOR NAILING REQUIREMENTS. GYP SHEAR WALL INTERSECTING WALLS GYP. SHEAR ZW.S.P. SHEAR WALL INTERSECTING WALL5 12d or 16d COMMON NAILS STUD SIZE VARIES _WAL @ 6" O.C. STAGGERED 12d or 16d COMMON NAILS 0 6" O.C. STAGGERED SHEAR WALL PANEL CEILING 2X WALL ''�'�/ TYP. P. SHEAR WALL at TUB C31 TYP. STUD ARRANGEMENTS at CORNERS/INTERSECTIONS 2 FURR DOWN N 2X BLOCK SHEAR WALL SCHEDULE46)(7)(8)(9)(10)(11)(14)(15) Project SHEAR WALL EDGE NAILING SHEAR WALL PANEL W.S.P. SHEAR WALL TYPES "A", "B", "C", AND "D" CAPACITIES HAVE BEEN INCREASED BY 40% FOR WIND LOAD PER IBC 2306.4.1 THE FACTORY GYP. SHEATHING JOINT SHEAR WALL PANEL JOIN SHEAR WALL SHEAR WALL EDGE NAILING NOS: SHEAR WALL SHEATHING MAY BE CONT. FROM BOTTOM PLATE TO TOP PLATE. TYP. PURR DOWN at SHEAR WALL S TYP. STUD CHANGE IN SHEAR WALL C61 N N f1DTYP. J M\X M G � 'X N E I E(Ey I E N N D L L N D G H G A L SEE TYPICAL C L L APARTMENTS COLLEGE STATION, TEXAS HILL AND FRANK, INC. D Q► CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e-mail: sca®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 SHEARWALL ISSUE DATES ►w = 'fit OF F4 ELEVATIONS XX (1) E OR L TYPE SHEAR WALLS CAN USE EITHER 5/8 OR 1/2 GYP WALLBOARD OR GYP SHEATHING. Review Issue �P•.•••••••••.kq �� . » „ XXXXX •. (2) SHEATH ONE FACE OF WALL WITH 1 /2 GYP WALLBOARD OR GYP SHEATHING AND THE OTHER WITH 5/8 GYP WALLBOARD OR GYP SHEATHING. • N (3) WB = WALLBOARD NAILS: 5d WB = COOLER (0.086"0, 1-5/8" LONG, 15/64" HEAD) OR WALLBOARD (0.086"0, 1-5/8" LONG, 9/32" HEAD) NAILS; 6d WB = COOLER (0.092"0, 1-7/8" LONG, 1 /4" HEAD) OR Bid Issue • •••••••••••••••••�•��j ' XXXXX BRAD L CRANE WALLBOARD (0.0915 0 1-7/8 LONG 19/64 HEAD) NAILS. ............... •••••••• (4) ON THE EXTERIOR FACE OF ALL EXTERIOR GYPSUM SHEAR WALLS USE No.11 GAGE, 1-3/4" LONG, 7/16" HEAD DIAMOND POINT, GALVANIZED NAILS. THIS REQUIREMENT REPLACES 5d WB AND 6d WB NAILS SPECIFIED IN Permit Issue/�44891 THE SHEAR WALL SCHEDULE BUT THE SPACING REQUIREMENT IS AS SPECIFIED. 11-29-2006 Construction (5) PRIOR APPROVAL REQUIRED FOR POWDER ACTUATED FASTENER OTHER THAN HILTI. PRIOR APPROVAL REQUIRED FOR EPDXY OR EXPANSION ANCHORS OTHER THAN THOSE LISTED IN FOOTNOTE (12). issue B N K K (6) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND USE PACHOMETERS AND OTHER EQUIPMENT NECESSARY TO LOCATE ALL POST TENSIONING TENDONS SUCH THAT NO DAMAGE OCCURS FROM PLACEMENT OF XXXXX BRAD L RANE B POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES: O TYP. P (7) IT SHALL BE THE CONTRACTOR'S RESPOSIBILITY TO INSURE THAT THE PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES IS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN Revisions COMPLIANCE WITH ALL APPLICABLE BUILDING CODES (SPECIAL INSPECTORS SHALL BE PROVIDED IF SPECIFIED BY THE APPLICABLE BUILDING CODE). (8) REFERENCE SHEAR WALL ANCHORAGE SCHEDULE FOR REQUIRED SHEAR WALL END POST/STUDS, IF NO ANCHOR IS USED, PROVIDE 2-2X FULL HEIGHT STUDS (MIN.) AT EACH END OF SHEAR WALL. H WINDOW SILL PLATE 2X MIN. MATCH STUD SIZE). (9) SHEAR WALL FRAMING SHALL BE 2X STUDS @ 16" O.C. MAXIMUM SPACING, SEE BRACING PLANS FOR TYPES AND LOCATIONS. SHEAR WALL PANEL END STUDS (KING STUD ®OPENINGS). NAIL THESE STUDS TOGETHER WITH SHEAR WALL BOTTOM PLATE NAILING {2 STUDS 0 ( ) (10) W.S.P. =WOOD STRUCTURAL PANEL, PLYWOOD OR ORIENTED STRAND BOARD (OSB). z BOTTOM PLATE MIN.). EDGE NAIL (MAY BE STAGGERED) WOOD STRUCTURAL PANEL SHEAR l'J HEADER (2-2 X 6 MIN.) WITH SHEAR WALL EDGE NAILING. (11) NEM =NOT APPLICABLE. ¢ z WALL TO THESE STUDS. (12) EMBED =EMBEDMENT LENGTH INTO CONCRETE SLAB. IF WALL IS SET ON A CURB, THE CONCRETE EMBEDMENT DEPTH STARTS AT THE BOTTOM OF THE CURB (U.N.O.). ? BOTTOM PLATE � DOUBLE TOP PLATE WITH SHEAR WALL EDGE NAILING MAY BE STAGGERED). ANCHOR TYPES AND CODE INFORMATION: ca ® SHEAR WALL ANCHORAGE MAY BE QUICK —TIE OR SIMPSON. SEE PLANS. —SIMPSON "SET" EPDXY: ICBO ER5279.; SBCCI 9706; CITY OF L.A. RR25279.BOTTU �C TYPICAL STUDS ®16" O.C. MAX. SPACING, FIELD NAIL WOOD O SO STRUCTURE URE WITH SHEAR D DECOUNTY95 NHEAR WALL EDGE NAILING AND BOLTED OR NAILED SOA10 EXPANSION ALL" ANCHORS: ICBO ER3631; SBCCI 9706; CITY OF L.A. RR246L32; BELOW. V) SHEARWALL SP • ECIFICATION STRUCTURAL PANEL SHEAR WALLS TO STUDS. EDGE NAIL AT PANEL—SIMPSON ET EPDXY: ICBO ER4995; SBCCI 94145; CITY OF L.A. RR25185, RR25120. EDGES. WOOD STRUCTURAL PANEL EDGE. —ITW RAMSET/RED HEAD "EPCON" EPDXY SYSTEM: ICBO ER4285. NAILING NAILING ® TRIMMER STUDS, CONTINUE EDGE NAILING FROM KING STUDS AND NAIL CRIPPLE STUDS @ 16" O.C. MAX (MATCH STUD SIZE). —HILTI "HVA" EPDXY ANCHORS: ICBO 5369; SBBCI 9930; CITY OF L.A. RR25363. • STUDS TOGETHER WITH SHEAR WALL BOTTOM PLATE NAILING. —HILTI "HIT HY 150" EPDXY ANCHORS: ICBO ER5193; CITY OF L.A. RR25257. 0 SHEAR WALL, EDGE NAILING (MAY BE STAGGERED). -QUICK TIETM Q-1000 EPDXY ICBO ER4398 LSTA24 STRAP WITH 9-10d NAILS IN BLOCKING AND HEADER OR WINDOW 1 ROW STAGGERED 2 ROWS STAGGERED PLATE. IJO SHEAR WALL PANEL. (13) NOT USED SHEAR WALL EDGE NAILING (MAY BE STAGGERED). SOLE OR SILL PLATE ANCHORAGE TO FOUNDATION. (14) EPANELS PMB BOTH FACES OF A WALL AND NAlL SPACING IS LESS THAN 6" ON CENTER ON EITHER SIRE, PANEL JOINTS SHALL BE OFFSET TO FALL ONDIFFERENT FRAMING MER (16) TYPICAL NAILING PATTERN DETAIL t� 2X BLOCKING (MATCH STUD SIZE). (15) NO SUBSTITUTIONS OF SHEAR WALLS INDICATED ON BRACING PLANS MAY BE MADE UNLESS VERIFIED BY THE ENGINEER AND FOLLOWED BY AN R.F.I. Drawn KLN Project 26277 Check Shee PERFORATED SHEAR S9,041 WALL SHEAR WALL SCHEDULE � Date SHEARWALL SHEATHING LOCATION EDGE NAILING(3)(4) FIELD NAILING(3)(4) BLOCKED SOLE OR SILL PLATE ANCHORAGE TO FOUNDATION (5)t'2) NAILING OF BOTTOM SHEARWALL TYPE TYPE EDGES PLATE TO FLOOR FRAMING TYPE x 0 = z o z 3/8' MINIMUM EDGE NAIL ® ALL OTHER -VERTICAL ANCHOR BOLT USE EXPANSION ANCHOR @ INT. CONDITION POWDER ACTUATED 0.16200 X 3 1/2" z v DISTANCE, MAY BE SUPPORTS AND (RECOMMENDED FOUNDATION ANCHORAGE) USE EPDXY ANCHOR @ EDGE CONDITION FASTENERS (ALTERNATE LONG NAILS a: c aw p i- Q u- �¢ STAGGERED WHERE MULTIPLE STUDS HORIZONTAL JOINTS (BOLT PLACED BEFORE FOUNDATION IS POURED AND EMBEDDED INTO CONCRETE FOUNDATION. (ALTERNATE FOUNDATION ANCHORAGE) FOUNDATION ANCHORAGE) USE STAGGERED 0i 3 En r jE o OCCUR. (DEPTH OF BLOCK TO NAILING PATTERN (U•N.O.) » -3 MINIMUM EMBEDMENT INTO CONCRETE MINIMUM INT. CONCRETE FOUNDATION EDGE DISTANCE -MINIMUM CONCRETE W m w MATCH -A307 FOR 1 2. 0 = 7"; 5/8" 0 = 9"• ALL BOLTS CLOSER TO A FOUNDATION EDGE ARE CONSIDERED EDGE CONDITIONS. FOUNDATION EDGE DISTANCE = 3 " SEE NOTE (16) FOR iv 00 c� N H Z DEPTH OF WALL) NO BOLTS SHALL BE PLACED CLOSER THAN 2" FROM EDGE OF FOUNDATION. HILTI DS62P10 PINS OR X-AL-H62- NAILING PATTERNS O co N i� HILTI O �- �f i �n \.- t!f O czn O EXP. ANCHORS = 3" MINIMUM EMBEDMENT INTO CONCRETE P8 (OR EQUAL) EPDXY ANCHORS = 3 MINIMUM EMBEDMENT INTO CONCRETE SEE FOOTNOTE 12 A • ® 0.148"0 X 3" LONG 0.148"0 X 3" LONG 4X OR 5 8'0 @ 15" O.C. 5 8"0 @ 15' O.C. N A TWO ROWS 0 3" O.C. A N/A N A N A N/A @ 2" O.C. @ 12" O.C. 3X B • ® 0.148 0 X 3 LONG 0.148 0 X 3 LONG 4X OR 5 8 0@ 20 O.C. 5 8 0® 20 O.C. N A TWO ROWS ®4 O.C. B NA NA NA NA @3"O.C. @ 12" O.C. 3X C • ® 0.148,'0 X 3" LONG 0.148"0 X 3" LONG 1 2"0 @ 18" O.C. 1 2"0 @ 18" O.C. N A ONE ROW 0 2 1 2 O.C. C 1 2"0 @ 9" O.C. @ DOUBLE SIDED WALL 1 2"0 @ 9" O.C. @ DOUBLE SIDED WALL N A TWO ROWS 0 2 1 2" O.0 @ 4" O.C. @ 12" O.C. 2X D • ® » n 0.148 0 X 3 LONG n » 0.148 X 3 LONG » » 1 2 0 ®26 O.C. » u 1 2 0 ®26 O.C. A n ONE ROW ®4 O.C. 1 2"0 @ 12" O.C. @ DOUBLE SIDED WALL 1 2"O @ 12" O.C. @ DOUBLE SIDED WALL N/A TWO ROWS 0 4" O.C. @ 6" O.C. ® 12" O.C. 2X D E (1) • ® 6d WB @ 7" O.C. 6d WB @ 7" O.C. 15d NO 1 /2"X @ 48" O.C. 1 /2"0 @ 48" O.C. 16" O.C. 16" O.C. E(1) • 5d WB @ 7" O.C. WB @ 7" O.C. F • • 16d WB @ 4" O.C. 6d WB _04" O.C. NO 1 2"X @ 48' O.C. 1 2"0 @ 48" O.C. 10" O.C. 12" O.C. F G • • 5d WB @ 4' O.C. 5d WB @ 4" O.C. 2X 1 2"X @ 48" O.C. 1 2"0 @ 48" O.C. 10" O.C. 12" O.C. G H • • 6d WB ®4" O.C. 6d WB ®4" O.C. 2X 1 2"X ®48" O.C. 1 2"0 @ 48" O.C. 8" O.C. 10" O.C. H J • • 6d WB @ 4" O.C. 6d WB @ 4" O.C. NO 1 2"X @ 48" O.C. 1 2"0 @ 48" O.C. 12" O.C. 16" O.C. J 0) • • 6d WB @ 7" O.C. 6d WB @ 7" O.C. NO 1 /2"X @ 48" O.C. 1 /2"0 @ 48" O.C. 6" O.C. 8" O.C. L(0) • • 5d WB @ 7 O.C. 5d WB @ 7 O.C. 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PROVIDE DCI—S CONCRETE ADMIXTURES BY GRACE CONSTRUCTION PRODUCTS MEETING SPECIFIED REQUIREMENTS OR IS SHALL BE 5 4 2 PARKING GARAGE DIAGRAM FINISH FLOOR ELEVATION (UNLESS NOTED OTHERWISE) LEVEL 1 = —5'-3" LEVEL 2 = 0'-0" 1 LEVEL 3 = +5'-3" LEVEL 4 = +10'-6" LEVEL 5 = +15'-9" ):)(F.D. INDICATES LOCATION OF FLOOR DRAIN. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. +XX'—XX" INDICATES FINISH FLOOR ELEVATION. VERIFY WITH ARCHITECT. INDICATES ELEVATION RELATIVE TO FINISH FLOOR ELEVATION. NOTES: 1.) EUCO-GUARD VOX CONCRETE DECK SEALER (OR EQUAL) SHALL BE APPLIED TO ALL CONCRETE DECK SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. 2.) AFTER COMPLETION OF THE PROJECT, THE CONCRETE SHALL BE INSPECTED AND ALL CRACKS FROM SHRINKAGE AND CONSTRUCTION STRESSES SHALL BE REPAIRED. THE OWNER SHALL ALSO IMPLEMENT AN ANNUAL MAINTENANCE PROGRAM FOR THE STRUCTURE. Project THE FACTORY PARKING GARAGE COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINIEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 e—mail: sea@scahouston.com Louisville, Kentucky 602.426.6789 Orlando, Florida 407.893,6200 ISSUE DATES .—♦� 01' `��r Review Issue Ar • s* xxxxx ��*�; f I BidIssue j........................... xxxxx j BRAD L CRANE j Permit Issue 11-29-06 !'�;"""""""""""� (�'��.••� 44891 sueXXXXruction \\� { BRAD L ANl�� Revisions 1A02707-07 CITY COMMENTS. JT. LS3&4 PARKING GARAGE Drawn JT Check Date 02-07-07 1/81=1'-0" Project 26277 Sheet GS211 r ELEVATED SLAB NOTES: 3" SLAB ON 3VL120 METAL DECK (6" TOTAL DEPTH) REINFORCED W/#3 Ci 15" O.C. EACH WAY. CONCRETE SHALL BE f'c = 5000 PSI. PROVIDE DCI—S CONCRETE ADMIXTURES BY GRACE CONSTRUCTION PRODUCTS MEETING SPECIFIED REQUIREMENTS OR S SHALL BE 5 4 2 PARKING GARAGE DIAGRAM FINISH FLOOR ELEVATION (UNLESS NOTED OTHERWISE) L==+ 3" L0" 1L3"L-6"L'-9" INDICATES LOCATION OF XF.D. FLOOR DRAIN. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR.. +XX'—XX" INDICATES FINISH FLOOR ELEVATION. VERIFY WITH ARCHITECT. INDICATES ELEVATION RELATIVE TO FINISH FLOOR ELEVATION. NOTES: 1.) EUCO—GUARD VOX CONCRETE DECK SEALER (OR EQUAL) SHALL BE APPLIED TO ALL CONCRETE DECK SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. 2.) AFTER COMPLETION OF THE PROJECT, THE CONCRETE SHALL BE INSPECTED AND ALL CRACKS FROM SHRINKAGE AND CONSTRUCTION STRESSES SHALL BE REPAIRED. THE OWNER SHALL ALSO IMPLEMENT AN ANNUAL MAINTENANCE PROGRAM FOR THE STRUCTURE. Project THE FACTORY PARKING GARAGE COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1,800,422.7252 FAX: 713.779.1173 e—mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES �������"►�� �E OF Review Issue a �..•• •. q xxxxx ,fir* `',•' ' :;r *f/ BidIssue r........................� xxxxx BRAD L CRANE •............... 6...... 11 1 Permit 29 i06 Issue ,�j °� 44891 e� Issuetruction �oCE�SSE xxxxx , �� ��:� 1 V i BRAD L C AN Revisions A 02-07-07 CITY COMMENTS. JT. LEVEL 5 FRAMING PLAN PARKING GARAGE Drawn JT Check Date 02-07-07 118'=T-0' Project 26277 Sheet GS2,2. DRAWING NAME 26277GS22.dwg 2-7-07' 2;08PM - thorne.i_ ,It ELEVATED SLAB NOTES: 3" SLAB ON 3VL120 METAL DECK (6" TOTAL DEPTH) REINFORCED W/#3 @ 15" O.C. EACH WAY. CONCRETE SHALL BE f'c = 5000 PSI. PROVIDE DCI—S CONCRETE ADMIXTURES BY GRACE CONSTRUCTION PRODUCTS MEETING SPECIFIED REQUIREMENTS OR ,S SHALL BE 5 4 2 PARKING GARAGE DIAGRAM FINISH FLOOR ELEVATION (UNLESS NOTED OTHERWISE) LEVEL 1 = —5'—f) Q LEVEL 2 = 0'-0" 1 LEVEL 3 = +5'-3" LEVEL 4 = +10'-6" LEVEL 5 = +15'-9" ):(F.D. INDICATES LOCATION OF FLOOR DRAIN. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. +XX'—XX" INDICATES FINISH FLOOR ELEVATION. VERIFY WITH ARCHITECT. INDICATES ELEVATION RELATIVE TO FINISH FLOOR ELEVATION. NOTES: 1.) EUCO—GUARD VOX CONCRETE DECK SEALER (OR EQUAL) SHALL BE APPLIED TO ALL CONCRETE DECK SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. 2.) AFTER COMPLETION OF THE PROJECT, THE CONCRETE SHALL BE INSPECTED AND ALL CRACKS FROM SHRINKAGE AND CONSTRUCTION STRESSES SHALL BE REPAIRED. THE OWNER SHALL ALSO IMPLEMENT AN ANNUAL MAINTENANCE PROGRAM FOR THE-- STRUCTURE. Project THE FACTORY PARKING GARAGE COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422,7252 FAX: 713.779.1173 e—mail: sea®scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893,6200 ISSUE DATES ►•••`���� OF Review Issue : �'•;r xxxxx `i,�`°' 1) BidIssue ..........4............::`A xxxxx % BRAD L CRANE Permit Issue 1 1-29-016 I.•......• ................ i �j"0�%44891 1 0,� .� f ��,`s./ Issue ruction C.... ONAL lj xxxxx \, ���.... .�y BRAD L C ANE Revisions 1A 02-07-07 CITY COMMENTS. JT. STAIR ROOF FRAMING PLAN PARKING GARAGE Drawn JT Check Date 02-07-07 Project 26277 Sheet GS23. VRHVVINIJ IVHfVIC Gu-4 vJGJ.u" 2-7-07 2:08PM. thornei ;_ Ob 0'-0" _ A T.O. WALL FINISH GRADE 3/4" CHAMFER OR PAVING TYPICAL. RE: CIVIL. 1/2" EXPANSION MATERIAL AND C9 I_ SEALANT. RE: ARCH. 1-1 FINISH FLOOR I— REINF. ry SEE PLAN. W #5 CONT. EVENLY SPACED @ 12" O.C. (2) #8 CONT. TOP AND BOTTOM I 1 W/ #3 STIRRUPS @ 18" O.C. • ( 6" VOID CARTON FORM. SECTION RAMP GRID COLUMN - SEE PLAN FOR SIZE AND ORIENTATION. 1 BASE PLATE AND ANCHOR BOLTS. SEE PLAN FOR TYPE. T.O. DRILL SHAFT SEE PLAN PAVING BY OTHERS PAVING BY OTHERS RE: CIVIL. RE: CIVIL. I- -�1I- 1=1 (3) #3 TIES @ 3" O:.C. — — AROUND ANCHOR BOLTS. DRILLED FOOTING SEE PLAN FOR SIZE AND SCHEDULE FOR REINFORCING. GRID I BLOCKOUT - SEE 6/GS3.1 COLUMN - SEE PLAN FOR SIZE AND ORIENTATION. BASE PLATE AND ANCHOR BOLTS. SEE PLAN FOR TYPE. (3) #3 TIES @ 3" O.C. AROUND ANCHOR BOLTS. DRILLED FOOTING SEE PLAN FOR SIZE AND SCHEDULE FOR REINFORCING. INTERIOR COLUMN DETAIL NISH FLOOR. REINF. SEE PLAN. LL, SEE I SIZE. #4 X 2'-6" DOWELS @ 24" O.C. REINF. CONT. FORMED SEE PLAN. KEYWAY. FINISH FLOOR o w 00 1I—III—III— — LE _— BLOCKOUT (61 SECTION a RAMP (41 PER SCHEDULE COLUMN a DRILLED FOOTING 5 #4 X 2'-6" DOWELS REINF. @ 24" O.C. SEE PLAN, CONT, FORMED FINISH KEYWAY. a FLOOR V) 1. 9L 00 8„ 8„ SECTION � RAMP PAVING OR FINISH GRADE PAVING BY OTHERS. BY OTHERS. RE: CIVIL RE: CIVIL — I�i i t-1 I I-1 I I i i III-1 �I I ICI —ICI—I i I _lil III I I ( ENGINEERS CORPORATE OFFICE I ( I 12511 Emily Court Sugar Land, Texas 77478 713.779.7262 1,800,422.7252 FAX: 713.779.1173 6" VOID e-mail: sca@scahouston.com CARTON FORM. (2) #8 CONT. TOP AND BOTTOM W/ #3 STIRRUPS @ 16" O.C. Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES Review Issue 7TF9,�� i �: .S EXTERIOR GRADE BEAM(2�jxxxxx ,e .. .. *m BidIssue j::.:..................:.::f Project THE FACTORY PARKING GARAGE 31 COLLEGE STATION, TEXAS HILL AND FRANK, INC. PAVING OR FINISH GRADE BY OTHERS. RE: CIVIL 6" VOID CARTON FORM. 1'-0" CONSULTING xxxxx j BRAD L CRANE Permit Issue ........................... 1 1-29-06 %� 44891 1/2" EXPANSION MATERIAL. AND Issuetruction SEALANT. RE: ARCH. xxxxx FINISH FLOOR z BRAD L ANE� REINF. Revisions SEE PLAN. N l 02-07-07 CITY COMMENTS. JT. 00 (2) #8 CONT. TOP AND BOTTOM W/ #3 STIRRUPS @ 16" O.C. EXTERIOR GRADE r EAM N FOUNDATION DETAILS r=T_0" Drawn JT Project 262.77 Check Sheet 1 — I�.�. ■ Date . 02-07 07 URMYYIIVV IVMIYIG LVG/ / VJJI.VY/tj 2-7-07 1:47PM thornei (8) #8 VERT. WITH (2) #3 TIES @ 12" D.C. q RETAINING WALL WALL (8) #8 VERT. WITH (2) #3 TIES @ 12" D.C. N. SEE PLAN. DRILLED FOOTING 1/2" EXPANSION MATERIAL SEE PLAN AND V-0 i L /2 COLUMN STRIP FOOTING RE: ARCH.-- SCHEDULE FOR SIZE AND REINF. SEE PLAN. ASE PLATE AN D SEE PLAN. ANCHOR FINISH ANCHOR BOLTS. SEE PLAN FOR TYPE. FLOOR. WATERPROOFING RE: ARCH. BRICK FINISH RE: ARCH. REINF. SEE PLAN. 2 3' MIN. T.O. PI STER COLUMN SEE PLAN. 1/2" EXPANSION MATERIAL 2'-0" L S AN RE: ARCH. ii RETAINING WALL SEE PLAN. SLp__ 3" 6 T.O. PILASTER 8' 1 1 _Co SEE PLAN 1 1 2" BRICK LEDGE NOTE: FINISH GRADE i 11 11 --1 STRIP FOOTING AND WALL TO BE POURED AROUND DRILLED RE, CIVIL. A) FOOTING WITH 1/2" EXPANSION MATERIAL TO SEPERATE _07 - DRILLED FOOTING FROM STRIP FOOTING AND WALL. SEAL : 77 77;-1 .77 '7-,7777.III UJ 1, 1 JOINT WITH WATERPROOF MATERIAL, RE: ARCH. A I I—i Qo — ____ 'A A fSTRIP FOOTING DRILLED FO TING _+7 III-0 (3) SETS #3 TIES @ 3" D.C. Qo 2 -,-0-1:5 U_AR E REMAINDER @ 12" D.C. L4X4X1/4 X 0'-8" WELD TO EMBED PLATE _\ (8) #8 VERT. WITH FOR ERECTION ONLY) I r SETS #3 TIES @ 3" O.C. (2) #3 TIES @ 12" D.C. - EXTEND PILASTER REINF. _(3) INTO DRILLED FOOTING. it REMAINDER @ 12" O.C. PL 1/2X12X BEAM T OL -2'-7 1 'rT.O. DEPTH + 0'-6" W/ DRIL SHA (8) 3/4"0 X 0'-4" H.S.A. i I / \ I REINF. CONT. THROUGH PILASTER. cNiv I. (2) #5 X PL LENGTH + 2'-0 (60 GRADE) WELD TO PLATE. GRID Al PAVING BY OTHERS 2'-2" RE: CIVIL. COLUMN SEE PLAN FOR ORIENTATION OF. COLUMN. DRILLED FOOTING SEE PLAN FOR SIZE AND SCHEDULE FOR REINFORCING, EXTEND PILASTER REINF. FINISH FLOOR BEYOND. INTO DRILLED FOOTING. Project k T.O. DRILLED FOOTING 'r SEE PLAN FINISH GRADE RE: CIVIL. BASE PLATE AND ANCHOR BOLTS. THE FACTORY SEE PLAN FOR TYPE._ - - - - PARKING GARAGE _ AOb T.O. PILASTER COLUMN PILASTER el""rER RAMP _ SEE PLAN COLLEGE STATION, TEXAS DRILLED FOOTING SEE PLAN FOR SIZE AND 7 0 1_0p FINISH FLOOR HILL AND FRANK, INC. SCHEDULE FOR REINFORCING. X T.O. WALL BEYOND, SEE PLAN. FINISH GRADE . 3/4" CHAMFER 3 TIES (3) SETS #3. AROUND ANCHOR BOLTS RE: CIVIL. TYPICAL. SECTION 04 PILASTER RAMP 6] REMAINDER @ 12" O.C. 7 z: T.O.C. - VARIES 12"12 REINF. GRID SEE PLAN. 18 UJ Lu SEE SPECS. #4 DOWELS METAL DECKING 4" @ 24" O.C.I—III CONSULTING SEE SPEC'S ENGINEERS SLP FINISH REINF. FLOOR SEE PLAN. > #4 CONT. @ 12" D.C. CORPORATE OFFICE 12611 Emil Court — 7 — — — Sugar Land, Texas 77478 r LINE OF WALL BEYOND. — z 5 VERT @ 12 D.C. A FAX. 713.779.1173 L5X5X3/8 CONT. WITH LU e-mail., sca@scahouston.com 1/2"0 X 6" H.S.A. @ UJ UJ Louisville, Kentue 02.426.6789 NOTE: 24" D.C. (2) #8 CONT. Orlando, Florida 4-07.893,6200 SHORE WALL UNTIL BOTH SLABS 31-21f) 00 #5 VERT @ 8 O.C. ISSUE DATES OF HAVE BEEN PLACED AND HAVE REACHED 75% OF DESIGN @ 12- D.C. W t' I ) (Y #5 . ,STRENGTH. TOP AND BOTTOM. OM. 3 1/2" EXPANSION MATERIAL AND Review Issue XXXXX ....... (4) #5 CONT. SEALANT. RE: ARCH, Bid Issue .................. :.V$ EVENLY SPACED. Cf) XXXXX BRAD L CRANE 01 T.O.FOOTING SEE PLAN. r4 REINF. z: Permit Issue —29-06 ............. 01 4-489 �GS3.�/ GRANULAR FILL L SEE PLAN. FINISH uJ A nstruction Fsoue t4Z;) ICE ...... #4 CONT. EVENLY SPACED FLOOR @ 12" D.C. MAX. V) XXXXX I BRAD L RANE CONT. KEYWAY Revisions #5 VERT. @ 8" D.C. M LINE OF FOOTING FRENCH DRAIN 00 A02-07-07 CITY COMMENTS. JT. BEYOND. RE: CIVIL. 0 __#5 VERT. 12" D.C. #5 @ 12" D.C. TOP AND BOTTOM. III—) i (-1 I i PAVING BY OTHERS RE: CIVIL. SEE PLAN. 1 (4) #5 CONT. EVENLY SPACED. FOUNDATION DETAILS EXTEND FOOTING REINF. INTO PILASTER Co (4) #5 CONT. (2) #8 CONT. EVENLY SPACED TOP AND BOTTOM. DRILLED FOOTING SEE PLAN FOR SIZE AND 6" VOID SCHEDULE FOR REINFORCING. CARTON FORM. 3'—ft i op� i I-01 Drawn JT Project 26277 5t-01$ She--'-- Check SECTION RAMP 0**"rER RETAINING PILASDate WALL (31 SECTION a RETAINING WALL 02-07-07 GS382 UKAVVINU INAMt z0L11Uz)')L.GWg 2-7-07 1:47PM thornei Y / 77_J JI11\I\VI J Iv V.V. FINISH FLOOR REINF. SEE PLAN. —III-- I III— I 4 #4 DOWELS `1 Q 24" Q.C. N CONT. KEYWAY I (2) #8 CONT. TOP AND BOTTOM W/ #3 STIRRUPS © 16" O.C. 6" VOID CARTON FORM. 1 '-0,1 GRANULAR FILL CONT. KEYWAY FRENCH DRAIN RE: CIVIL. #5 @ 12" O.C. TOP AND BOTTOM, T.O.F. VARIES SEE PLAN. ,_')" MW.M '-01, FINISH FLOOR INISH FLOOR // BEYOND, SEE PLAN. 1 #4 CONT. Q 12" O.C. #5 VERT @ 12" O.C. — #5 VERT © 8" O.C. 1/2" EXPANSION MATERIAL AND SEALANT. RE: ARCH. REINF. z 8 1/2SEE PLAN. d FINISH FLOOR w 00 It I 1 ,—o11 M" (4) #5 CONT. EVENLY SPACED TOP AND BOTTOM. INTERIOR GRADE BEAM W/ SECTION* a STAIR LANDING 2 3/4" 2 3/4" 1'-3 1/2" I � I W12 COLUMN PL 2 X 21 X 1'-9" W/ (4) AB-1 ANCHOR BOLTS @D---�' TYPE D 1'-7„ 1 1/4" 2 3/4" 4 1/21 10 1/2' J EDGE OF SLAB. 5" J. TOP OF - \ CONCRETE r v co N 1 1 /4" 0 BOLT EDGE OF SLAB. NALO I TYP> 5 T M t- PL 1 X4X4 8 1/2", 10 1/2" AB-1 W10 COLUMNS PL 1 1/2 X 19 X 1'-7" W/ (4) AB-1 ANCHOR BOLTS TYPE E `4 1/2" 2 3/4" 1 1 1 11 3/4" 1 1 1 00 N d Q � M 1 00 M LO N O 1 EDGE OF__/ 8 1/2" 10 1/2" SLAB. W10 COLUMNS PL 1 1/2 X 19 X 1'-9 1 /4" W/ (4) AB-1. ANCHOR BOLTS cD-L- TYPE C 1'-7" _T `4 1/2" 2 3/4" 11 1 . 11 3/4" 1 00 N ^ O It , 00 f M Ln N �O EDGE OF g 1 2" 10 1 2 ' SLAB. / / W10 COLUMNS PL 1 1/2 X 19 X 1'-9 1 /4" W/ (4) AB-1 ANCHOR BOLTS n TYPE B)--L 2 3/4" 2 3/4" 1'-3 1/2" J 1 10 1/2 10 1/2" W10 COLUMNS PL 1 1/2 X 21 X 1'-9" W/ (4) AB-1 ANCHOR BOLTS A TYPE A COLUMN PILASTER* RAMP 2 GRID a" n w w V) Project THE FACTORY PARKING GARAGE COLLEGE STATION, TEXAS HILL AND FRANK, INC. CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 FAX: 713.779.1173 - e-mail: sca@scahouston.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 ISSUE DATES Review Issue %�P•'°°•..°•9,rgt! xxxxx Bid Issue ! xxxxx BRAD L CRANE 1 f...................... i Permit Issue I"°• i ConstgucOtion !l�/C N1 err E �( Issue xxxxx �, BRAD L ANE Revisions 1A 02-07-07 CITY COMMENTS. JT. FOUNDATION DETAILS Drawn JT Check iDate 02-07---07 1"=1'e0" Project 26277 Sheep w- o 7-07 7:47PM thornei 3 SECTION m RETAINING WALL a GRID GRID FASTEN METAL PANEL 6^ FASTEN METAL PANEL s" TO CHANNEL WITH TO CHANNEL WITH #12 TEK SCREWS #12 TEK SCREWS @ 6" O.C. C6X10.5 CONT. @ 6" O.C. C6X10.5 CONT. BETWEEN COLUMNS BETWEEN COLUMNS +29'-9" +29'-9" T.O. PARAPET W6X15 STUB COLUMN T.O. PARAPET W6X15 STUB COLUMN @ 13'-0" O.C. MAX. @ 13'-0" Q.C. MAX. FINISH HSS12X4X3/8 CONT. FINISH HSS12X4X3/8 CONT. GRID GRID RE: ARCH. RE: ARCH. FASTEN METAL PANEL FASTEN METAL PANEL FASTEN METAL PANEL —O 1/2 FASTEN METAL PANEL —0 1/2 TO BENT PLATE WITH - TO BENT PLATE WITH - TO CHANNEL WITH TO CHANNEL WITH #12 TEK SCREWS � I #12 TEK SCREWS `j' #12 TEK SCREWS 6" C6X10.5 CONT. #12 TEK SCREWS 6" C6X1O.5 CONT. @ 6" O.C. 16" @ 6" O.C. 16^ @ 6" O.C. BETWEEN COLUMNS @ 6" O.C. BETWEEN COLUMNS 7X5X1/4 CONT. —�1 �, +15'-9" 7X5X1/4 CONT. k +15'-9" +26 —2 „ +26 —2 BENT PLATE, (LLV) — — — — — — — — — — — — — — — — = co LEVEL 5 BENT PLATE, (LLV) _ — — _ — — co LEVEL 5 T.O. PARAPET T.Q. PARAPET WELD TO BEAM. _ _ _ WELD TO BEAM. _ _ _ _ _ _ _ — — — u W6X15 STUB COLUMN W6X15 STUB COLUMN BRICK BEAM BRICK @ EACH BEAM LOCATION.r,,�@ EACH BEAM LOCATION. RE: ARCH. SEE PLAN. RE: ARCH. FINISH FINISH Project 1.5B22 METAL PANEL L6X4X3/8 CONT. (LLH) RE: ARCH. RE: ARCH. SEE SPEC'S. WELD TO W6X15 COLUMNS. THE FACTORY COPE AND WELD LO BEAM /4 COPE AND WELDI 1.5B22' METAL PANEL 1.5B22 METAL PANEL HSS12X4X3/8 CONT. N BRICK LINTEL BEAMS TO BEAMS @STUB COLUMNS. SEE PLAN. TO BEAMS @STUB COLUMNS. TO BE SEE SPECS. SEE SPEC'S.—" in PARKING GARAGE L6X4X3/8 CONT. LLH / (LLH) STIFFENER PLATE L2X2X1/4 CONT. STIFFENER PLATE WELD TO ANGLES. @ EACH STUB COLUMN. WELD TO W6X15 COLUMNS @ EACH STUB COLUMN. FASTEN METAL PANEL FASTEN METAL PANEL TO BENT PLATE WITH TO BENT PLATE WITH /8 X 6" LONG #12 TEK SCREWS #12 TEK SCREWS @ 48" O.C. @ 48" @ 6" O.C. @ 6" O.C. i COLLEGE STATION TEXAS WELDED TO BEAM. 7X5X1/4 CONT. 16 n1" �=6-- 7X5X1/4 CONT. �1" +10'-6" FASTEN METAL PANEL C6X10.5 CONT. BENT PLATE, (LLV) LEVEL 4 BENT PLATE, (LLV) _-- LEVEL 7t 4 HILL AND FRANK, INC. TO CHANNEL WITH BETWEEN COLUMNS WELD TO BEAM. WELD TO BEAM. _.. #12 TEK SCREWS o 10 io 10 id FASTEN METAL PANEL C6X10.5 CONT. @ 6" O.C. L6X4X3/8 CONT. LLH TO CHANNEL WITH BETWEEN COLUMNS FINISH WELD TO W6X15 COLUMNS. BEAM #12 TEK SCREWS HSS12X4X3/8 CONT. RE: ARCH. HSS12X4X3/8 CONT. BEAM BEAM SEE PLAN D @ 6" O.C. 1.5B22 METAL PANEL SEE PLAN SEE PLAN. . SEE SPEC'S. - `Q BRICK LINTEL BEAM L2X2X1 /4 CONT. L6X4X3/8 CONT. (LLH) SEE PLAN. FASTEN METAL PANEL FASTEN METAL PANEL WELD TO ANGLES. WELD TO W6X15 COLUMNS W6X15 COLUMN TO BENT PLATE WITH W6X15 STUB COLUMN o TO BENT PLATE WITH M @ EACH BEAM LOCATION. #12 TEK SCREWS ©6AACH BEAM LOCATION. 10 j N #12 TEK SCREWS Qo L5X3X3/8 X 6 LONG CONSULTING @ 6' O.C. —�t1 @ 6" O.C. �6„ I @ 48" o.c. ENGIlv1EERS 7X5X1/4 CONT. +5'-3" 7X5X1/4 CONT. —�1" +5'-3"_ LEVEL WELDED TO BEAM. BENT PLATE, (LLV) — — — — — — — — LEVEL 3 BENT PLATE, (LLV) _ _ _ — — — — �o 3 v BRICK FINISH CORPORATE OFFICE WELD TO BEAM. _ _ WELD TO BEAM. RE: ARCH. 12511 Emily Court FINISH RE: ARCH. BEAM SEE PLAN. �� L3X3X1/4 COPE AND WELD VTO Sugar Land, Texas 77478 1.5B22 METAL PANEL BEAMS @ 48" O.C. 713.779.7252 1,600,422.7252 SEE SPEC'S. L6X4X3/8 HANGER BEAM ALIGNED W/ HANGER. � FAX: 713.779.1173 V.@ BEAM i� 48' O.C. SEE PLAN. BEAM i } > e-mail: sca@scahouston.com STIFFENER PLATE @ EACH STUB COLUMN. L3X3X1/4 COPE AND WELD SEE PLAN. WELDED TO BEAM, SEE PLAN. L3X3X 1 /4 DIAGONAL I Ln 5 1/2" Louisville, Kentucky 502.426.67$9 L6X4X3/8 HANGER TO BEAMS @ 48' O.C. BRACE @ 48" O.C. Orlando, Florida 407.893,6200 ROLLED .BRICK LINTEL L6X4X3/8 CONT. (LLH) @ 48" O.C. L6X4X3/8 CONT. (LLH) ALIGNED W/ HANGER. FINISH FLOOR �—_ BRICK LEDGE FINISH FLOOR WELD TO HANGERS. WELDED TO BEAM. FINISH FLOOR WELD TO HANGERS » 0 —0 FINISH FLOOR FINISH GRADE REINF. FINISH GRADE REINF. ISSUE DATES Review Issue ..�•����'►� --# ........ TE�t : P•f:r %W FINISH GRADE 0'-0" BEYOND, SEE PLAN. FINISH GRADE T.O. WALL N BEYOND, SEE PLAN. OR 'PAVING SEE PLAN. OR PAVING SEE PLAN. xxxxx �°:� •sf� RE: CIVIL, T.O. WALL RE: CIVIL. RE: CIVIL. 0'-0F RE: CIVIL. » 0 —0 Bid Issue i* : l �••••••.•.••.••.••••••.. *.0 I I �I 11=1 I I 1 I-111-1 119 I I LEVEL 2 _ __ - 111=1 I1=11 I — '1`.� — LEVEL —� —_ --- z 2 xxxxx Permit Issue j BRAD L CRANE e............... I......... f -� I—i I I=1 I I=1 I I x ¢ I El l=_ 1=III—III—III __ III —III —I 14 III— �, III=1 I I=1 i t � III= —I 11=1 III —I 11=1 l 1=1 11=1 _ 11= = I— �o 11-29-06 Construction t 44891 �j�o•• < BENS �� —III—I 11=1 I I # 4 CONT. @ 12" O.C. X _ I 1=1 I I� I I #4 CONT. @ 12 O.C. x _{11 I I w N I _—III I I _ 1=1 l ,,, I I Issue ��F'•� �o�...�. III —III 11 , _ i11l11l11ll II N d � I ', III- I-- N XXXXX III III —III N 1= BRAD L CRANE (—III #5 VERT @ 12 O.C. z _I III III—I11 #5. VERT @ 12 O.C. z _I r - - Revisions (I1=III ° I-11i o- (2) #8 CONT. TOP AND BOTTOM i" (2) #8 CONT. TOP AND BOTTOM A02-07-07 —III I II{=III I 6" VOID BOX. W/ #3 STIRRUPS @ 16' O.C. 6' VOID BOX. W/ #3 STIRRUPS @ 16" O.C. CITY COMMENTS. JT. I=III III #5 VERT @ 8" O.C.z � —� {^I #5 VERT @ 8" O.C. W i i g GRANULAR FILL 1 /2" EXPANSION MATERIAL AND z v, a GRANULAR FILL 1 " /2EXPANSION MATERIAL AND z cn o- SEALANT. RE: ARCH. 3 LU LLJ SEALANT. RE: ARCH. ¢ w CONT. KEYWAY REINF. FINISH w v w to CONT. KEYWAY REINF. FINISH w W R FRENCH DRAIN SEE PLAN . FLOOR 1 —5 —3 FRENCH DRAIN SEE PLAN. FLOOR N I —5 —3 RE: CIVIL. � w LEVEL 1 RE: CIVIL. OL w LEVEL 1 #5 @ 12" O.C. _ — __ _ �_ —_ �_ _ � _ __ _ _ — — = - Q #5 @ 12" O.C. __ __=_ — �, > TOP AND BOTTOM. I E 1 I1^I I Q 11= I -III -III -I I TOP AND BOTTOM. I � I I I-1 L=I i 1= _ _ _III -III -I = FRAMING DETAILS T.O.F. VARIES T.O.F. VARIES I N SEE PLAN. SEE PLAN. (4) #5 CONT. CONT. EVENLY SPACED cp I EV L EVENLY SPACED TOP AND BOTTOM. TOP AND BOTTOM. I 3'-2" 10" 1'-0" 3'-2" 10" 1'-0" 1/2 >, 5'-0 5 —0' Drawn JT Project 26277 SCALE: 1 /2" = 1 '—O" SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = 1 '—O" SCALE: 1 /2" = 1 '-0" Check 1 Shee SECTION WINDOW OPENINGS (41 SECTION FULL BRICK WALL 3 SECTION � WINDOW OPENINGS(21SECTION � FULL BRICK WALL 1 SC t10A11.lIAIftAEIC 7G 7'1�lCA 1 A .J...." Date 02-07-07 2-7-07 1:47PM thornei GRID GRID FASTEN METAL PANEL —0 1/2 FASTEN METAL PANEL '-0 1/2 TO CHANNEL WITH TO CHANNEL WITH #12 TEK SCREWS 6" C6X10.5 CONT. #12 TEK SCREWS 6" C6X10.5 CONT. @ 6" O.C. BETWEEN COLUMNS @ 6" O.C. BETWEEN COLUMNS a. +26'-2" a +26'-2" T.O. PARAPET T.O. PARAPET W6X15 STUB COLUMN W6X15 STUB COLUMN @ 'EACH BEAM LOCATION. @ EACH BEAM LOCATION. BRICK BRICK RE: ARCH. RE: ARCH. 1.51322 METAL PANEL 1.5822 METAL PANEL HSS12X4X3/8 CONT. SEE SPEC'S. SEE SPECS. FASTEN METAL PANEL FASTEN METAL PANEL TO BENT PLATE WITH TO BENT PLATE WITH #12 TEK SCREWS #12 TEK SCREWS @ 6` O.C. @ 6" O.C. 16„ r 7X5X 1 /4 CONT. 16„ 1 5 —9 7X5X 1 /4 CONT. 1 - LEVEL 5 BENT PLATE, (LLV) LEVEL 5 BENT PLATE, (LLV) WELD TO BEAM. WELD TO BEAM. ° Project i° ° L6X4X3/8 CONT. (LLH) IT WELD TO W6X15 COLUMNS. BEAM THE FACTORY BEAM SEE PLAN ' 1 BRICK LINTEL BEAM BSEE PLAN EAM S; E PLAN. PARKING GARAGE L2X2X1 /4 CONT, L6X4X3/8 CONT. (LLH) SEE PLAN. WELD TO W6X15 COLUMNS W6X15 COLUMN WELD TO ANGLES. @ EACH BEAM LOCATION, L5X3X3/8 X 6" LONG @ 48" O.C. COLLEGE STATION, TEXAS WELDED TO BEAM. FASTEN METAL PANEL C 6 X 10.5 CONT. HILL AND FRANK, INC. � TO CHANNEL WITH BETWEEN COLUMNS #12 TEK SCREWS @ 6" O.C. FASTEN METAL PANEL C6X10.5 CONT. w BRICK TO CHANNEL WITH BETWEEN COLUMNS I RE: ARCH. HSS12X4X3/8 CONT. #12 TEK SCREWS @ 6" O.C. HSS12X4X3/8 CONT. 1 1,5B22 METAL PANEL i:o SEE SPEC'S. I FASTEN METAL PANEL FASTEN METAL PANEL � TO BENT PLATE WITH W6X15 STUB COLUMN o TO BENT PLATE WITH CONSULTING #12 TEK SCREWS @EACH BEAM LOCATION. 1 N #12 TEK SCREWS @ 6" O.C. 16.. @ 6 o.c. ,6" r ENGINEERS 7X5X1/4 CONT. ��, —3 LEVEL 3 7X5X1/4 CONT. ��, - _ L +5LEV'— 3 BENT PLATE, (LLV) BENT PLATE, (LLV) CORPORATE OFFICE WELD TO BEAM. WELD TO BEAM. '° 12511 Emily Court BRICK i° 10 io Sugar Land, Texas 77478 RE: ARCH. F0 713.779.7252 1.800,422,7252 L6X4X3/8 CONT. (LLH) 1.5B22 METAL PANEL WELD TO W6X15 COLUMNS. BEAM FAX: 713.779.1173 SEE SPEC'S. SEE PLAN e—mail: sca@scahouston.com BEAM BEAM w BEAM SEE PLAN. SEE PLAN Q SEE PLAN, Louisville, Kentucky 502.426.6789 > L2X2X1 /4 CONT. Orlando, Florida 407.893.6200 WELD TO W6X15 COLUMNS ISSUE DATES � �r �F TF,j ��0 - L6X4X3/8 HANGER ROLLED BRICK LINTEL L6X4X3/8 CONT. (LLH) @ 48" O.C. WELDED TO BEAM. Review Issue xxxxx . ! .:?•''�•�••'' `:' • �s 1e WELD TO HANGERS. Bid Issue i� �� :•'•••• .........•....: *}�o /••• xxxxx j BRAD L CRANE BRICKFINISH e Permit1 Issue z H +.�.••.•.,...•......... �:• 44891 : �'� Q Issue ruction xxxxx �•��� BRAD L C NE Revisions > 5 1/2" A02-07-07 CITY COMMENTS. JT. FINISH FLOOR BRICK LEDGE FINISH FLOOR FINISH GRADE REINF. FINISH GRADE REINF. OR PAVING SEE PLAN. OR PAVING SEE PLAN. RE: CIVIL. _5'-3 RE: CIVIL. j, —5'-3" LEVEL 1 -Tr_ LEVEL 1 III=III=III= _ I I M1 I 1=I I I= � -I I - - - - - z I � I-i i I--1 i I I�Ilil) I 1-1' I � I�IE -I 1111 � 1-1 � 1-1 � 1=1 � I� � - I = FRAMING DETAILS W iI il lll= - w l N ( I J (2) #8 CONT. TOP AND BOTTOM (2) #8 CONT. 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XdW '0'0 ,0-,� L CICL loafoad <,0-,9 NNnlOO 8flis 51X9M 119 1N00 Z'8X90 Mo „g MCI z SWd88 801�181N1 NO1.1085 Wb'88 �JO1�1�1N1 N011�85 'NVld 33S Wld 33S NH -Id 33S Ndld 33S INV39 'NV/ ld 33S 'Nb­ld 33S Wd38 Wd38 Wd38 Wd38 Wd38 ®III HOOld 'Mf1d 33S t 'N�/ld 33S NVld 33S S,03dS 33S HSINid S 0 1 dN138 dNi323 'SWb38 i JIAO l`d01dJ.1 ONIA03a K0O 14 H001d HSINIA `JVEI 1`dOddns '1N00 -b# (I) '1N00 t# (1. ) 11\100 ti ( f. ) 0f38 30 W1f39 30 AUG 30 Sl3MO0 ,,0-,9 X t# CD 4�- 00 ROOF SYSTEM RE: ARCH. METAL DECKING SEE SPEC'S. (2) 60OS1 62-54 BACK TO BACK p TYP. EACH HIP. CONT. BOND BEAM W/ (2) #5 CONT. BEAM \\F SEE PLAN. PL 3/8X4XO'-8" WITH (2) 3/4"OXO'-10" H.S.A. REINF. (2) CELLS W/(2) #7 VERT. (1 EACH FACE) AND < PROVIDE #2 TIES @ 8" O.C. FILL CELLS W/ 2500 PSI GROUT. NOT USED s STEEL BEAM CMU WALL HIP (3 ROOF SYSTEM ROOF SYSTEM RE: ARCH. RE: ARCH. 8" CMU W/ TRUSS TYPE REINF. @ 16" O.C. VERT. AND METAL DECKING METAL DECKING #5 VERT. @ 32" O.C. SEE SPEC'S. SEE SPEC'S. FILL REINF. CELLS WITH 2500 PSI GROUT. 600S162-54 60OS162-54 Project @ 16" O.C. @ 16" O.C. FILL FIRST 3 COURSES OF THE �ACTC.�RY 14 GA. CLIP ANGLE CMU WITH 2500 PSI GROUT, EACH RAFTER. T.O.S. -STAIRWAY -/ PARKING GARAGE METAL DECKING POUR STOP 14 GA. CLIP ANGLE SEE SPEC'S. @ EACH RAFTER. REINF. SEE SPEC'S 16 COLLEGE STATION, TEXAS < (0 #360 GRIPSTAY CHANNELS @ > < O.C. W/ #365 ANCHOR HILL AND FRANK, INC. BRICK ,,--32" INTO BOND BEAM RE: ARCH. CONT. BOND BEAM > < W/ (2) #5 CONT. 1.51322 METAL PANEL CONT. BOND BEAM SEE SPEC'S. BEAM ----W/ (2) #5 CONT. IT SEE PLAN. FILL W/ 2500 PSI GROUT. X REINF. (2) CELLS W/(2) #7 AT WINDOWS- AT WINDOWS: VERT. (1 EACH FACE) AND BEAMt SEE PLAN. ROLLED BRICK LINTEL L6X4X3/8 HANGER PROVIDE #2 TIES @ 8" O.C. L6X4X3/8 CONT. .(LLH) @ 48" O.C. FILL CELLS W/ 2500 PSI GROUT. WELD TO HANGERS. WELDED TO BEAM. X X CONSULTING ENGINEERS CORPORATE OFFICE 12511 Emily Court Sugar Land, Texas 77478 ROOF CONNECTION BEAM ROOF CONNECTION BEAM CMU WALL STAIRWAY 2 713.779,7252 1,800,422.7252 FAX: 713.779.1173 3 6 2 T 1 2_5 -55 4- _362T1 25-54 e-mail: sca@scahouston.com (1) #12 SCREW @ 6" O.C. (1) #12 SCREW @ 6" O.C. TYPICAL EACH SIDE. TYPICAL EACH SIDE. Louisville, Kentucky 502.426.6789 62-54 ROOF SYSTEM -600S162-54 ROOF SYSTEM Orlando, Florida 407.893,6200 RE: ARCH. RE: ARCH. P352T1 L4362T125-54 8" CMU W/ TRUSS TYPE REINF. ISSUE DATES 0 F @ 16" O.C. VERT, AND Review Issue �e�i7 ....... W A'�' . 25-54 METAL DECKING METAL DECKING #5 VERT. @ 32" O.C. XXXXX '010 . * - OT G)ON NOTE: SEE SPEC'S. NOTE: EL &ETA (D SEE SPEC'S. FILL REINF. CELLS WITH 2500 PSI GROUT. Bid Issue XXXXX .................. BRAD L CRANE ETA ENLARGED CLARITY. ENLARGED FFOR CLARITY. Permit Issue 60OS162-54 60OS1 62-54 11-29-06 448 1 0 16" O.C. @ 16" O.C. J Construction s u e FILL FIRST 3 COURSES OF XXXXX I (2) 60OS162-54 (2) (300S1 62-54 CMU WITH 2500 PSI GROUT. BRAD L C NEB' Revisions BOXED POST. BOXED POST. T.O.S STAIRWAY METAL DECKING POUR STOP-\ SEE SPEC'S. REINF. SEE SPEC'S-\ 16 lez- 4_ 11 #360 GRIPSTAY CHANNELS @ SUPPORT BEAM BEAM 32" O.C. W1 #365 ANCHOR BRICK SEE PLAN. SEE PLAN. INTO BOND BEAM RE: ARCH. CONT. BOND BEAM* PL 3/8X4XO'-8" WITH W/ (2) #5 CONT. (2) 3/4"OXO'-6" H.S.A. FRAMING DETAILS 1.51322 METAL PANEL (6� CONT. BOND BEAM SEE SPEC'S. BEAM K W/ (2) #5 CONT, SEE PLAN. X X FILL W/ 2500 PSI GROUT. REINF. (2) CELLS W/(2) #7 X VERT. (I EACH FACE) AND BEAM ROLLED BRICK LINTEL L6X4X3/8 HANGER X XVA PROVIDE #2 TIES @ 8" O.C. SEE PLAN. L6X4X3/8 CONT. (LLH) @ 48" O.C. 7 7 FILL CELLS W/ 2500 PSI GROUT. WELD TO HANGERS. WELDED TO BEAM. X X X X Drawn JT Project 26277 Check She---- ROOF CONNECTION BEAM ( I ROOF CMU WALL CMU WALL STAIRWAY G 4 e3 Date 02-07-07 UKAWIN(3 NAME ztjz/ /U51"J.Clwg 2-7-07 1-,47PM thornei BOLTED CONNECTIONS — DESIGN CONNECTIONS FOR FORCE SHOWN ON . BRACING ELEVATIONS. SEE PLAN FOR BEAM SIZE COLUMN SEE PLAN. SEE BRACING ELEV. FOR BRACE SIZE 8c REACTIONS (TYP.) E C 1 2 PL 3/8" MIN. (TYP.) 11 8 OPP. GS5.1 GS5.1 HAND _ W10X33 r WlOX33 r� LEVEL 5 i W18X35 r` LEVEL 5 BRACING DETAIL(e_)l 9 'yS 9 OHAND � g N r x o BOLTED CONNECTIONS — BOLTED CONNECTIONS —` DESIGN CONNECTIONS FOR DESIGN CONNECTIONS FOR �`�` GS5.1 GS5.1 x GS5.1 '� � FORCE SHOWN ON BRACING FORCE SHOWN ON BRACING ��. O� T�S�.�-6 o ELEVATIONS. ELEVATIONS. �' Go 10 /r GRID GS5.1 BEAM SEE PLAN. BEAM SEE PLAN. � \ � W10X26 r � WlOX26 r \ LEVEL 3 � r� ~ ` W18X35 LEVEL 3 - - SEE PLAN FOR BEAM SIZE (TYP.) 6 tx y `SS6 6 OPP. HAND X 0 6 l D� ►� X a GS5.1 6-{-`� GS5.1 GS5.1 r� 1 7/ .r5 G�i SEE PLAN FOR COLUMN SIZE r� ~ \` LEVEL 1 r ' \ ` A LEVEL 1 3 I PL 3/8" MIN. (TYP.) SEE BRACING ELEV. �� SEE BRACING ELEV. FOR BRACE .SIZE~—\—~— & REACTIONS (TYP.) r 5 5 OPP. r 5 Project SEE PLAN FOR FOR BRACE SIZE & REACTIONS (TYP.) GS5.1 GS5.1 HAND � GS5.1 THE FACTOwif COLUMN SIZE PL 3/8" MIN. (TYP.) PARKING GARAGE COLLEGE STATION, TEXAS BRACING DETAIL 11 BRACING DETAIL % BRACE 4 — ELEVATION 4 BRACE 2 — ELEVATION 2 BOLTED CONNECTIONS — BOLTED CONNECTIONS — DESIGN CONNECTIONS FOR DESIGN CONNECTIONS FOR HILL AND FRANK, INC. FORCE SHOWN ON BRACING FORCE SHOWN ON BRACING ELEVATIONS. ELEVATIONS. PL 3/8" MIN. (TYP.) SEE PLAN FOR COLUMN SIZE SEE PLAN FOR BEAM SIZE (TYP.) J__ FF� SEE FOR BR CIE SIZEEV CONSULTING & REACTIONS (TYP.) ENGINEERS CORPORATE OFFICE - - 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 1.800.422.7252 SEE PLAN FOR FAX: 713.779.1173 COLUMN SIZE SEE PLAN FOR BEAM SIZE (TYP.) e—mail: sca®scahouston.com SEE BRACING ELEV. Louisville, Kentucky 602.426.6789 FOR BRACE SIZE PL & REACTIONS (TYP.) 3/8" MIN. (TYP.) Orlando, Florida 407.893.6200 ISSUE DATES rFgs'i+ Review Issue xxxxx %PCE,oF, : •",. BRACING DETAIL 1O I BRACING DETAIL 6 Bid Issue o,,* *`� E D C 7 8 xxxxx ,.........................., % BRAD L CRANE i "i BOLTED CONNECTIONS — DESIGN CONNECTIONS FOR FORCE SHOWN ON BRACING BOLTED CONNECTIONS — DESIGN CONNECTIONS FOR FORCE SHOWN ON BRACING Permit Issue 1 1-29.-06 Construction sue �'a;""•'°""""".; �+ 44891 ri 1�'0,�;.<� ,. 11�Fs••CE�c:• �' ELEVATIONS. ELEVATIONS. 11 8 xxxxx GS5.1 GS5.1 BRAD L C NE Revisions 1A02-07-07 CITY COMMENTS. JT. BEAM r� W10X26 r� W1.0X26 r� LEVEL 4 r� ` W18X35 i `� LEVEL 4 SEE PLAN. I\ r r \ I \ r \ r 9 tk GS5.1 ySSs g OPP. GS5.1 HAND xo ySS6 r_ 9 © GS5.1 OPP. HAN D " COLUMN PL 3/8" MIN. (TYP.) 6�}.`�, SEE PLAN. COLUMN \ ~ BRACE FRAME SEE PLAN. , � � � ` ` ; 6 LEVEL 2 ; G LEVEL 2 AND DETAILS SEE BRACE ELEVATION FOR BRACE SIZE AND REACTIONS. r 5 5 OPP. 5 OPP. GS5.1 GS5.1 HAND GS5.1 HAND Al ZFINISH FLOOR 3/4"=T-0p ENLARGE BASE PLATE Drawn JT Project 26277 AS REQUIRED. Sheet Sheet 1 i Check BRACING DETAIL 9 BRACING; DETAIL 5 BRACE 3 — ELEVATION 3 BRACE 1 —ELEVATION 1 Date 02-07-07 DKAWING NAMt zoz//U9iD7.awg 2-7-07 1:46PM thornei UNAWINU NAML LUZ I /UzJo I. Clwg 2-7=07 1:46PM- th'ornei GENERAL NOTES: 10. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER THE "REINFORCING MASONRY NOTES: SPLICE SCHEDULE" AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD ALL REINFORCED MASONRY WALLS WITH OPENINGS UP TO 4'-0" WIDE, SHALL HAVE ONE 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS 90 DEGREE BEND ON CORNER BARS. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM 1. ALL MASONRY MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS 5. BAR (MINIMUM) AT EACH SIDE WALLS OPENINGS. FOR OPENINGS LARGER THAN 4 -O WIDE ' AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, BARS AT SUPPORTS. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. OF BRICK INSTITUTE OF AMERICA (BIA)' AND NATIONAL CONCRETE MASONRY. ASSOCIATION PROVIDE BARS AT EACH SIDE OF OPENINGS FILL ALL REINFORCED CELLS WITH 250E WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS 7HE CONTRACTORS RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT . DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. DESIGN CRITERIA 2003 IBC PARKING LIVE LOAD 40 PSF GUARD RAIL HORIZONTAL LOAD 6000 LBS CONCENTRATED WHEEL LOAD 3000 LBS (NCMA) AND MINIMUM REQUIREMENTS ESTABLISHED BY LOCAL BUILDING CODE. P.S.I. GROUT. REINFORCING AT EDGES OF OPENINGS TO MATCH TYPICAL MASONRY REIN- 2. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE ASTM 0-90 WITH A MINIMUM COMPRESSIVE FORCING SIZE (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP OF WALL. STRENGTH OF 1,900 PSI UNLESS OTHERWISE SPECIFIED BY THE APPLICABLE BUILDING CODE. 6. NO SPECIAL INSPECTION IS REQUIRED FOR CMU WALLS. 3. CONTROL JOINTS SHALL BE SPACED PER PLANS AND SPECIFICATIONS OR AT A MAXIMUM 7. PROVIDE TRUSS TYPE REINFORCING AT 16" O.C. FOR ALL CMU WALLS UNLESS NOTED SPACING OF 40'-0" CENTERS, UNLESS SPECIFICALLY APPROVED OTHERWISE BY ENGINEER. OTHERWISE. 4. MORTAR: EXCEPT AS OTHERWISE SET FORTH HEREIN ALL MORTARS AND THE MATERIALS 8. GROUT SOLID ALL REINFORCED CELLS AND BOND BEAMS WITH 2500 PSI GROUT. THEREIN SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS, ASTM C270. 9. ALL REINFORCED MASONRY WALL CORNERS AND INTERSECTIONS SHALL HAVE ONE VERTICAL A) MORTAR USED TO BOND UNIT MASONRY SHALL BE OF TYPE M, S, OR N, AND SHALL BAR (MINIMUM). FILL REINFORCED CELL (S) WITH 2500 PSI GROUT. REINFORCING SHALL COMPLY WITH THE PROPERTY SPECIFICATIONS SET FORTH BELOW: MATCH TYPICAL MASONRY REINFORCING SIZE (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP OF WALL. MORTAR STRENGTH PROPERTY SPECIFICATIONS 10. PROVIDE ONE VERTICAL BAR (MIN.) FIRST CELL EACH SIDE OF CONTROL JOINTS. FILL CELL TYPE MINIMUM AVERAGE STRENGTH (PSI) WITH 250E PSI GROUT. PUBLIC ACCESS 100 PSF 11. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ANY OTHER LAP SPLICE LENGTHS FOR MASONRY REINFORCEMENT ADDITIONAL SLEEVES, ANCHORS, VENT OPENINGS, ETC., NOT SHOWN ON STRUCTURAL PLANS THAT M 250E REINFORCING SPLICE SCHEDULE REINF. SIZE CONCRETE STRENGTH (PSI) 3000 4000 5000 6000 7000 #3 22" 191, 17" 16" 14" #4 29" 25" 23" 21" 19" #5 36" 31" 28" 26" 24" #6 43" 37" 34" 31" 28" #7 63" 1 54" 49" 45" 41" #8 72" 62" 56" 51" 47" #9 81" 70" 63" 57" 53" #10 91" 79" 71" 64" 60" #11 1 101" 87" 1 78" 71" 66" STORAGE AREA 125 PSF MIGHT BE REQUIRED. S 1800 WIND LOAD (3 SEC. GUST) 90 MPH, EXP. "B" 12. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING N 750 AND TROWELING OPERATIONS UNTIL CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. FINISHING OF SLAB SURFACES B) THE TYPE OF MORTAR BASED ON CONSIDERATION OF THE LOCATION OF THE UNIT SHALL COMPLY WITH THE RECOMMENDATIONS OF AC1 302.1 AND 304. MASONRY CONSTRUCTION SHALL BE AS FOLLOWS: CONCRETE NOTES AND SPECIFICATIONS: 13. UNLESS NOTED OTHERWISE ON PLAN, CONTROL JOINTS TO BE LOCATED AT APPROXIMATELY 400 SO. FT. GRIDS. ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR. CONTROL JOINT TO BE ZIP STRIP OR EQUAL. SUBMIT CONTROL JOINT PLAN TO STRUCTURAL ENGINEER FOR APPROVAL. USE OF LOCATION TYPE OF MORTAR BELOW GRADE FOUNDATION AND WALLS M 1/8" - 1/4" RETAINING WALLS M 1. ALL CONCRETE WORK SHALL LATEST EDITION.--- CONFORM TO THE "A.C.I. BUILDING CODE", ACI 318 AND ACI 301, FIRE RESISTIVE WALLS RATED 2 HOURS OR MORE EXTERIOR WALLS AND LOAD BEARING WALLS M OR M OR S S PARTITIONS M, S OR N 2. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH AC{ U SOLID MASONRY UNITS ONE CLASSIFICATION LESS REINFORCING BAR SIZE MIN LAP SPLICE LENGTH #5 31" #6 57" #7 79" #8 113" #9 146" #10 MECHANICAL CONNECTOR #11 315-90, "ACI DETAILING MANUAL - 199E". -o THAN TH.E ABOVE MORTAR OR. GROUT UNDER CONCENTRATED LOADS M WHEN ADJACENT SPLICES IN GROUTED MASONRY ARE SEPARATED BY 3 INCHES OR LESS, 3. UNLESS OTHERWISE NOTED, ALL REINFORCING BARS #4 AND LARGER SHALL CONFORM TO ASTM FENCES M OR S THE .REQUIRED LAP LENGTH MUST BE INCREASED 30%. A-615 GRADE 60 (60,000 PSI YIELD) AND ALL #2 AND #3 BARS SHALL CONFORM TO GRADE 40 W WHEN EPDXY -COATED . BARS ARE USED, THE REQUIRED LAP SPLICE LENGTH SHALL BE (40,000 PSI YIELD). REINFORCING SHALL BE FREE FROM OIL, DIRT AND OTHER MATERIALS THAT m z (LONGITUDINAL OR TRANSVERSE) INCREASED 507c. WOULD REDUCE THE BOND WITH THE CONCRETE. V � v 4. WELDED WIRE REINFORCING WWR SHALL CONFORM TO ASTM A-185. WELDED WIRE REINFORCING rz- APPROXIMATELY 400 SQ. FT. GRIDS. ACTUAL ( ) LOCATION TO BE SUBMITTED BY CONTRACTOR SHALL BE CHAIRED TO MAINTAIN THE REINFORCING AT ONE-THIRD THE DEPTH BELOW THE TOP SURFACE DURING CONCRETE PLACEMENT. SUPPORTS SHALL BE AT 2'-0" O.C. TYP . CONTROL JOINT DETAIL (SLAB ON GRAD E 5. UNLESS OTHERWISE. NOTED, CONCRETE PROTECTION FOR REINFORCING SHALL BE AS SPECIFIED IN 14. PROVIDE 7 DAY CURING OF SLAB IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS: THE "A.C.I. BUILDING CODE", (ACI 318 LATEST EDITION). A. CONTINUOUSLY WATERED BURLAP 6. CONCRETE STRENGTH AND PROTECTION FOR REINFORCEMENT OF POURED -IN -PLACE MEMBERS; SEE B. WATERPROOF MEMBRANES SECTION 7.7 ACI 318 LATEST EDITION. A. STRUCTURAL ELEMENT MINIMUM COVER (INCHES) CONCRETE STRENGTH (PSI) W/C RATIO C. SPRAYED -ON LIQUID MEMBRANE AT 28 DAYS 15. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT, DRY DAYS OR FOOTINGS 3" ALL SURFACES 4000 0.48 ANY OTHER TIME THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP, GRADE BEAMS 3" BOTTOM, 2" SIDES, 1 1 /2" TOP- 4000 0.48 PLASTIC MEMBRANE OR FOGGING. PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN, HAIL SLAB ON GRADE 1 1/2" TOP & BOTTOM 4000 0.48 OR OTHER INJURIOUS EFFECTS. RETAINING WALLS 1" TOP & 4000 0.48 16. UNLESS SPECIFIED, CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS Project & ELEVATOR PITS 2" EXTERIOR, 3/4" INTERIOR 28-DAY COMPRESSIVE STRENGTH (F'c), BEFORE FORMS MAY BE REMOVED. BUILDING PAPER PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD. WALLS, COLUMNS, & BEAM SIDES 40% THE FACIRORY 7. FLYASH MAY BE USED TO REPLACE A PORTION OF THE PORTLAND CEMENT. THE RATIO OF 17. AN INDEPENDENT CERTIFIED TESTING LABORATORY SHALL VERIFY AND PROVIDE REPORTS CERTIFYING GROUT FILL. NOTE: PARKING GARAGE FLYASH TO THE TOTAL OF THE FLYASH AND CEMENT IN A MIX SHALL NOT EXCEED 20%. FLYASH THE FOLLOWING: FILL ALL BOND SHALL CONFORM TO ASTM C618, TYPE C OR F. A. CONCRETE PLANT BATCH TICKETS FOR EACH TRUCK VERIFY THAT THE CONCRETE MATCHES THE BEAMS WITH 2500 8. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE J0851TE. IT SHALL BE THE RESPONSI- APPROVED DESIGN MIX. PSI GROUT. BILITY OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO ENSURE A PUMPABLE B. CONCRETE SLUMP IS IN ACCORDANCE WITH APPROVED DESIGN MIX. AND WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOBSITE. THE USE OF PLASTICIZERS, COLLEGE STATION, TEXAS RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO C. CONCRETE PLACEMENT OPERATIONS. ARE IN ACCORDANCE WITH ACI SPECIFICATIONS. RAKE JOINTS #2 U-BARS "} " THE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE RECOMMENDATIONS OF THE MANU- I. HILL AND FRANK FACTURER FOR THE PROPER USE OF ADDITIVES. THE USE OF CALCIUM CHLORIDE OR OTHER D. CONTROL JOINTS ARE INSTALLED WITHIN THE ACI TIME ALLOWANCE. AND CAULK. 0 12" O.C. ,:.. , INC. CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. E. PROPER CURING METHODS ARE BEING UTILIZED. �I?. 9. CONCRETE SLUMP TESTS SHALL BE MADE BEFORE AND AFTER THE ADDITION OF ADMIXTURES AND PREFORMED GASKET "U" BLOCK 'a� "U" BLOCK MAY BE TAKEN AT THE BACK OF THE TRUCK. CONCRETE FOR THE PREPARATION OF TEST CYLINDERS 18. NO CONCRETE SHALL BE PLACED OUTSIDE OF THESE SPECIFICATIONS WITHOUT THE OWNER'S SHALL BE TAKEN FROM THE HOSE END FOR CONCRETE PLACED BY PUMP, PRIOR APPROVAL. ANY ITEMS NOT IN COMPLIANCE WITH THE OUTLINED SPECIFICATION SHALL � ` � N BE REPORTED TO THE OWNER AND STRUCTURAL ENGINEER WITHIN 24 HOURS. �/' Q CONSTRUCTIONV ICE LOA S SHALL NOT BE PERMITTED ON EL ELEVATED SLABS AT AN TIME SASH UNITS. 2 5 CONT. 19. VEHICLE D EV Y 8 (2) #5 CONT. 8 O# 20. ALL RETAINING WALLS TO BE SHORED UNTIL UPPER SLAB IS IN PLACE AND HAS REACHED STR ENGTH. OF ITS DESIGN STRENGTH OR THE RETAINING WALL HAS REACHED 100% OF ITS DESIGN STRSINGLE BOND BEAM FOR DOUBLE BOND BEAM FOR OPENINGS LESS THAN 5'-0" WIDE OPENINGS 5'-0" TO 8'-0" WIDE CONSULTING TYPICAL CMU LINTEL DETAIL - PROVIDE BLOCK LINTELS FOR ALL OPENINGS IN EXTERIOR BLOCK ENGINEERS RAKE JOINTS . WALLS, INTERIOR BLOCK PARTITIONS AND BLOCK BACK-UP WALLS FOR WHICH STEEL LINTELS FOUNDATION NOTES: AND CAULK. � CORPORATE OFFICE RAKE JOINTS, ARE NOT SCHEDULED. PROVIDE 8" MINIMUM BEARING AT EACH END. RE: ARCHITECTURAL 1. FOOTINGS SHALL BEAR ON SOIL SUITABLE FOR SUPPORTING 400E P.S.F. FOR DEAD LOAD � AND CAULK. DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. 12511 Emily Court AND 600E P.S.F. FOR TOTAL LOAD. IF QUESTIONABLE; SOIL IS ENCOUNTERED, THE Sugar Land, Texas 77478 STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. RE: REPORT #060641 BY SPENCER 713.779.7252 1.800.422.7252 J. BUCHANAN ASSOCIATES, INC. FAX: 713.779.1173 ALL RECOMMENDATIONS THEREIN THAT RELATE TO THE WORK SHOWN ON THESE DRAWINGS MUST BE FOLLOWED. e-mail: sea®scahouston.eom 2. EXCAVATION FOR FOOTINGS SHALL BE NEAT. CMU CONTROL JOINT OPTIONS TYPICAL CMU LINTEL DETAILS Louisville, Xentucky 502.426.6789 Orlando, Florida 407.893,6200 3. FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION. ISSUE DATES =..�� OF 4. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER THE "REINFORCING z c� Review Issue �5��?•''' SPLICE SCHEDULE" AT SPLICES AND AROUND CORNERS OR „INTERSECTIONS W H A STANDARD �� Q z � xxxxx ���:.• �(�. �0�+ o �Q 29 TREE BEND ON CORNER BARS, LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND n _ ¢ Bid Issue j............. .•......•. .>• o- i- xxxxx CL 5 BRAD L CRANE END LAPS. p o' o -O" MIN. ALL F o W yr Permit Issue /�...�..................�. . -, o v AROUND .BUILDING S -0 MIN. 11-29=06 �j"O�i ; 44891 5. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS. w z z o PERIMETER IN ALL AROUND o,�•.</ r z N > O z �,, ACCORDANCE WITH BUILDING Construction �OOFs•. CErIS " 6. THERE SHALL BE NO PLUMBING LINES RUNNING PARALLEL TO, WITHIN OR UNDER ANY z v D o -r Fy GEOTECHNICAL REPORT BUILDING LINE. PERIMETER. xxxxx ,` ���::. FOUNDATION BEAM. o i- W I- o RECOMMENDATIONS. COMPACTED SELECT FILL IN BRAD L ANE �o = ¢ _J ¢ o FINISH SURFACE �- `� _ SLAB CONSTRUCTION FINISH FLOOR ACCORDANCE W GEOTECHNICAL 0 a Q / OF LANDSCAPING. Revisions SEE PLAN. RE: ARCH. REPORT RECOMMENDATIONS. 12*. 12* 1 M I . I---- "� 1 MIN. - ` - - - - - NATURAL GRADE. MIN. 1 /27. MIN. 1 /2% GENERAL SPECIFICATIONS NOTE TO OWNER: NOTE TO CONTRACTOR: SELECT FILL IN ACCORDANCE DRAINAGE OF THE SITE MUST BE PROVIDE PUMPS ON SITE W/ GEOTECHNICAL REPORT MAINTAINED THROUGHOUT THE LIFE OF AND REMOVE ANY WATER RECOMMENDATIONS. THE STRUCTURE. THE SOIL AT THIS SITE FROM THE SITE 100% OF LINE OF EXCAVATION. (SEE GEOTECHNICAL REPORT) MAY BE THE TIME. STANDING WATER THE SUBGRADE SHALL BE PREPARED IN HIGHLY SENSITIVE TO CHANGE IN THE IN THE EXCAVATION AT ACCORDANCE W/ GEOTECHNICAL REPORT * INITIAL , ROUGH GRADING SHALL BE SOIL MOISTURE CONTENT AND WILL ANYTIME, DAY OR NIGHT, IS RECOMMENDATIONS. THE TESTING LABORATORY COMPLETED W/ NATIVE MATERIALS PRIOR DAMAGE THE STRUCTURE IF THE UNACCEPTABLE. SHALL TEST AND APPROVE THE MOISTURE AND TO FORM SETTING. IT SHALL SLOPE MOISTURE CONTENT INCREASES OR DENSITY OF THE SUBGRADE PRIOR TO PLACEMENT 1 "/FOOT FOR THE FIRST 5', AND 6" MIN. Drawn JT Project DECREASES. OF ANY FILL MATERIAL. IN 10' TO INSURE POSITIVE DRAINAGE 26277 AWAY FROM THE SLAB. Check Sheet P FOUNDATION NOT TO SCALE _ GST1.J SITE PREPARATION. SCHEMATIC FOR BUILDING FOU DATI N Date 02 07-07 TDA\A/IAA/! AIAA/C '�C7�'l!_C�� .J..... 2-7-07 •1:46PM .thornei... , :.....; i STRUCTURAL STEEL FRAMING NOTES: ROOF NOTES: 1. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. DRAWINGS 1. ROOF TO BE * RIGID BOARD INSULATION OVER GALVANIZED ROOF DECK. (SEE NOTE #2 TO HAVE CONTRACTORS STAMP AFFIXED PRIOR TO REVIEW. FOR DECK SPECIFICATION.) *RE: ARCH. FOR THICKNESS 2. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING. SOCIETY CODE. 2. ROOF DECK SPECIFICATION METAL DECK SHALL BE TEMPERED COLD ROLLED STEEL, SHEET SHALL BE FORMED TO A 3. STRUCTURAL SHAPES AND ASTM SPECIFICATIONS: CORRUGATED RIB PATTERN OF VULCRAFT TYPE 1.5B22 OR EQUAL. THE STEEL SHALL A. WIDE FLANGE SHAPES ASTM A992 50 KSI CONFORM TO ASTM A553, GRADE E ZINC COATING CONFORMING TO ASTM A924, G60 ( B. ANCHOR BOLTS ASTM A36 36 KSI COATING CLASS FOR GALVANIZED MATERIAL. END LAPS AND SIDE LAPS ARE TO BE PER C. CHANNELS ASTM A36 36 KSI THE' MANUFACTURER'S RECOMMENDATIONS. D. PLATES ASTM A36 36 KSI 3. PROVIDE METAL DECK SUPPORT AT ALL BUILDING CORNERS, SKEWED BUILDING LINES WHERE E. BARS ASTM A36 36 KSI . SUPPORTING STRUCTURE BEARS PERPENDICULAR AND AROUND ALL FRAMED OPENINGS WITH F. ANGLES ASTM A36 36 KSI L 4X4X1 /4 UNLESS NOTED OTHERWISE. INSTALL 6" WIDE X 12 GA. SHEET METAL COVER G. SQUARE AND RECTANGULAR TUBES (HSS) ASTM A500, GRADE B (46 KSI) PLATES IN VALLEYS, RIDGES OR WHERE DECK CHANGES DIRECTION. SPOT WELD IN PLACE H. STEEL PIPE ASTM A53, GRADE B (35 KSI AT 12" O.C. MAXIMUM. CONTRACTOR TO COORDINATE WITH STEEL DECK SUPPLIER TO PROVIDE I. ROUND TUBES (HSS) ASTM 500, GRADE H (42 KSI ALL NECESSARY DECK SUPPORTS REQUIRED TO ADEQUATELY SUPPORT THE METAL DECK. 4. ALL STRUCTURAL STEEL SHALL BE 'DETAILED, FABRICATED AND ERECTED IN ACCORDANCE SIZE 8c LOCATION OF OPENING NOTE - WITH THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL VARIES - COORD. W/ MECH. PECK IS TO BE CUT OUT AT THEOPENING &ANY CURB ANGLES STEEL FOR BUILDINGS", AISC NINTH EDITION. CONTRACTOR ANGLES INSTALLED, IMMEDIATELY PRIOR TO THE PLACING OF THE 5. ALL FIELD CONNECTIONS TO BE BOLTED WITH A325 BOLTS (WELDED WHERE SHOWN). TYP. THE EQUIPMENT. DESIGN SHEAR CONNECTIONS FOR ONE iHALF OF THE TOTAL ALLOWABLE UNIFORM LOAD 3/16 2�12 OF BEAMS UNLESS NOTED OTHERWISE ON DRAWINGS, RE: AISC PART 4. ALL CONNECTIONS - - - MUST BE DESIGNED BY A REGISTERED ENGINEER AND, IF REQUESTED, CALCULATIONS MUST BE L 4X4X1/4 AVAILABLE FOR REVIEW. BOLTS TO BE LE JEUNE TYPE OR EQUAL. 6. BRACING CONNECTIONS SHALL DEVELOP FULL FORCES SHOWN ON DRAWINGS AT EACH // END OF MEMBER. TYP. 3/1 B TO2BOTTOM CHORD PANELD POINT AT LOCATIONS WHERE 7. EXPANSION JOINT CONNECTIONS, WHERE USED, SHALL PROVIDE FREE MOVEMENT. BOLTS MECH. LOADS DO NOT ALIGN SHALL HAVE NUTS FINGER TIGHTENED AND THREADS CRIMPED. C=L W/ JOIST TOP CHORD PANEL JOIST OR BEAM POINT (TYP.) (SEE PLAN) 8. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. TYPICAL ROOF OPENING DETAIL 9. MC = MOMENT CONNECTION. 10. ALL NON -SHRINK GROUTS FOR LEVELING OF BASE PLATES SHALL HAVE A MIN. 5,000 4. REFERENCE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR P.S.I. COMPRESSIVE STRENGTH AT '28 DAYS. GROUT SHALL COMPLY WITH CORPS OF ADDITIONAL INFORMATION ON OPENINGS, MECHANICAL AND PLUMBING EQUIPMENT AND ROOF SLOPES. ENGINEERS SPECIFICATION CRD-C 621. 5• +XX' _YY"�- INDICATES TOP OF STEEL ELEVATION GIVEN ABOVE FINISHED 11. ALL STRUCTURAL STEEL AND JOISTS SHALL BE FABRICATED IN ACCORDANCE WITH OSHA FIRST FLOOR. SAFETY STANDARDS FOR STEEL ERECTION. STRUCTURAL DOCUMENTS INDICATE TYPICAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL 6. WELD DECK TO STEEL SUPPORTS USING MANUFACTURER'S RECOMMENDED PATTERN OSHA REQUIREMENTS ARE MET. AND SPACING OR FMRC CLASS 1-90 SPECIFICATIONS. (1-90 CONTROLS) 12, ALL STRUCTURAL STEEL DESIGNED USING AISC-ASD SPECIFICATION SHALL NOT INCLUDE THE 1 /3 STRESS INCREASE ALLOWANCE FOR WIND AND SEISMIC LOADING. COMPOSITE . FLOOR NOTES: 1.) FLOOR TO BE 3" THICK NORMAL WEIGHT CONCRETE 150 (PCF) REINFORCED WITH #3 ® 15" COLUMN O.C. EACH WAY OVER 3" COMPOSITE FLOOR DECK (6" TOTAL THICKNESS). CONCRETE STRENGTH SEE PLAN BARRIER CABLES. SHALL BE 5000 PSI AT 28 DAYS. 2.) COMPOSITE FLOOR DECK SPECIFICATIONS: METAL DECK SHALL BE TEMPERED COLD ROLLED STEEL. SHEET SHALL BE FORMED TO A __.________.._..____._.._ ......... _ 0 CORRUGATED RIB PATTERN OF VULCRAFT TYPE 3VL120, OR EQUAL. ; Project THE STEEL SHALL CONFORM TO ASTM A 446; GRADE E ZINC COATING CONFORMING TO ASTM 525; C60 COATING CLASS FOR GALVANIZED MATERIAL. ENDS AND SIDE LAPS ARE TO BE PER -_...__. THE THE MANUFACTURER'S RECOMMENDATIONS. Q FACTORY 3. FRAME OPENINGS WITH 1/2" BENT PLATE UNLESS NOTED OTHERWISE. __..__. __._.._.___.__.__..._.__ __ _.._.-._ _.__-.-_ PARKING GARAGE n 4.) SHEAR CONNECTORS SHALL BE 3/4" b ' X 3 7/8 AND SHALL BE WELDED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. MATERIAL TO BE PER ASTM A-108._._.____...._._._.._____.._..__._______......_............ ._._..__.......____...__._.__. _.__..._.____.__ N _.____...._..__ __._......___. �, 5.) WELD METAL DECKING TO STEEL SUPPORT WITH 5/8" DIAMETER PLUGS OR EQUAL AT 12" ..__._- COLLEGE STATION, TEXASFINISH MAXIMUM SPACING AND AT SUPPORTS AND 36" O.C. AT SIDE LAPS. BUTTON PUNCHING MAY BE FLOOR. - USED IN LIEU OF WELDING AT SIDE LAPS. - : - :.- - - - - - :: HILL AND FRANK, INC. 6.) STEEL LOCATIONS (EXCEPT PRIMARY SUPPORT BEAMS) ARE SHOWN FOR DESIGN PURPOSES. ACTUAL LOCATIONS MAY NEED TO BE ALTERED SLIGHTLY TO ACCOMMODATE M.E.P. REQUIREMENTS. CONTRACTOR TO COORDINATE STEEL PLACEMENT PRIOR TO SUBMITTING SHOP DRAWINGS. I® I 7.) SHEAR CONNECTIONS SHALL BE DESIGNED AS FOLLOWS: BEAMS WITH UNIFORM LOADS . - DESIGN FOR THE TOTAL ALLOWABLE UNIFORM LOAD OF THE BEAM. BEAMS WITH CONCENTRATED LOADS - DESIGN FOR TWO-THIRDS OF THE TOTAL ALLOWABLE UNIFORM LOAD OF THE BEAM. BEAM V BEAM SEE PLAN. SEE PLAN. CONSULTING STAIR & HANDRAIL NOTES: ENGINEERS ALL STAIRS AND HANDRAILS SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER CABLE SUPPORT . @ CENTER OF GARAGE 2 CORPORATE OFFICE BASED ON THE FOLLOWING DESIGN CRITERIA: 12511 Emily Court 1. STAIR STRINGERS, TREADS AND RISERS -SHALL BE DESIGNED TO- SUPPORT 100 PSF' BARRIER CABLE NOTES: Sugar Land, Texas 77478 LIVE LOAD. 713.779.7252 1.800.422.7252 2. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED TO SUPPORT A 300 POUND 1. BARRIER CABLE SHALL BE 1/2" DIAMETER, 7 STRAND, GALVANIZED PRESTRESSING STRAND FAX: 713.779.1173 CONCENTRATED LOAD PLACED IN A'POSITION THAT WOULD CAUSE MAXIMUM STRESS. WITH AMINIMUM BREAKING STRENGTH OF 38,200 LBS. ZINC COATING WEIGHT SHALL BE e-mail: sea®scahouston.com �� CLASS A AS DESIGNATED IN ASTM A475. 3. THE TOP RAIL OF HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PLF 2. WEDGE TYPE ANCHORAGES, SURFACE MOUNTED AND EMBEDDED, FOR THE BARRIER CABLE Louisville, Kentucky 502.426.6789 APPLIED HORIZONTALLY AT RIGHT ANGLES, OR A 200 POUND CONCENTRATED LOAD SYSTEM ARE TO BE INDUSTRY STANDARD AND SHALL BE DESIGNED TO DEVELOP THE FULL Orlando, Florida 407.893,6200 APPLIED IN ANY DIRECTION. INTERMEDIATE RAILS, PANEL FILLERS AND THEIR BREAKING STRENGTH OF THE BARRIER CABLE MATERIAL. CONNECTIONS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PSF APPLIED 3. INITIALLY TENSION EACH CABLE TO 2 KIPS OF FORCE AND BACK-SEAT TO 28 KIPS. HORIZONTALLY AT RIGHT ANGLES OVER THE ENTIRE TRIBUTARY AREA, INCLUDING NOTE: BACK SEATING OF ALL WEDGE TYPE ANCHORAGES IS REQUIRED. ISSUE DATES of l!'k% OPENINGS AND SPACES BETWEEN RAILS. 4. ALL BUILDING COLUMNS & W6X15 STUB COLUMNS AT THE END OF BARRIER CABLE RUNS Review Issue % `Q CE....• ���9s�t SHALL BE BRACED AS SHOWN. COLUMNS AT CORNERS SHALL BE BRACED IN BOTH xxxxx i`� '•., ,col ' DIRECTIONS. Bid Issue j •:..................• xxxxx BRAD L CRANE ...................... 44 L4X3X3/8 (LLV) Permit Issue /b; 44891 WELD TO BEAM AND BARRIER CABLES. 11-29-06 tP+�/C%pNEN• COLUMN WEB OR FLANGE. Issuetruction xxxxx W6X15.._._______-__._._._..____....__.__.__......__........_......_..._.........____._._.__...__.._-._. _.._.._._............._. _._ ...._.__.............. '� STUB COLUMN '- BRAD L C ANE ____......._...----.._____.... _..__._..___.__..._......_.........._..__.._.._.__.____._.___.___. o Revisions _... .. ............... ....... _...... __..._.._._ ___...._._.._____.,......__....____..__..........__..__.._..---..._...__.._._._.._..._ ' u 2 �r Q) .......... .__._..__.........__.__.__. _............ .._._ ....._......__.._..... w U rn FINISH GENERAL FLOOR. ..............._... ._.......__......_......... ...... SPECIFICATIONS 3/8" STIFFENER PLATE 3/8" STIFFENER PLATE (N.S. & F.S.) (N.S. & F.S.) UGBEAM I c� SEE PLAN ` Drawn JT Project 26277 Check She N CABLE SUPPORT EN® OF RUN _ _ S7.2 Date 020707 e DRAWING NAME 26277GS72.dwg 2=.7-07 1:45PM thorhei i THE FACTORY APARTMENTS 1010 Drawing Contents scale Ml.l Mecha-nx'� . cal.Site'-Plan M-1.2 M60hani-cal Specifications & 'Details NTS i4-2 Plans.--w.Unit Al, A2 1/4"Mechanical- M-!-5' -.MeAanicial- Plans - Uni"t A3, B1, B2 1/41, M-4. Mechanical -Plans - Unit B3,. C 1/411 -5 Mechanical. Plans,- Office,'Atrium 1/411 M= 6 Mechanical- Plans - Building 18t Floor 3/3211 M -7 Mech Mechanical Plans -Building 1st Floor 3/3211 M=8, Mechanical Plans - Building,2nd, 3rd, 4th Floors 3/3211 M-9 -Mechanical Plans - Building-2nd, 3rd, 4th Floors 3/3211 M_'10 Mechanical Plans - Building.Roof 3/3211 E-1.1 Electrical Site Plan 1"=50 E-I'. 2 Eloct3cical Specifications & Details NTS E-2 Electrical Plans - Unit Al, A2 1/4!1 E-3 Electrical Plans - Unit A3, B1,B2 1/41" Electrical Plans— UnitB3 r. C 1/41T ' E 5 Electrical Plans Offici 1 e. Atrium �.'l / 4 E-6 Electrical Plans Building -1st * Floor .3/3211- E-7 Electrical Plans Building Ist Floor 3/32" E-8.' Electrical Plans Building 2nd, '3rd, 4th -Floors 3/3211 Electrical Plans E --Building 2nd, 3rd,.4th th F oors. 3/32"E-9 3/32 9-10 Electrical Plans ­'Building Roof 3/3211. E-11'• -Electrical Plans - Load Calculations &-On*e Line Diagrams NTS- t-12 Electrical Plans - Load Calculations & One Line Diagrams NTS GE-1 Electrical Plans - Garage* Level. 1, 2 GE-2 Electrical Plans - Garage Level, 3, 4 1/ 8 GE-3 Electrical Plans - Garage Level 5,6. E. GE-4 Electrical Plans - Garage Level' 6r7. GE-5 El ectrical Calcs a rage -Garage: NTS eI P-1.1 Plumbing Site Plan I"=50 P-1. 2. Plumbing, Specif ications & Details NTS P-2 - 'Plumbing Plans -Unit Al, A2 1/411 P-3 Plumbing Plans'.- Unit A3-, BI., B2 1/471 P-4 Plumbing. Plans - Unit.B3, C' 1/411. P-5. Plumbing Plans - Office, Atrium 1/411 P -6.1 Plumbing Plans Building 1st Floor Sanitary Sewer 3/3211 P-6.2 Plumbing Plans Building 1st Floor Domestic Water 3/32"P-7.1 Plumbing.Plans:- Building Ist Floor Sanitary Sewer 3/3211 P-7.2 Plumbing Plans Building 1st Floor Domestic water 3/3211 P-8 -Plumbing Plans -Building 2nd, 3rd, 4th Floors —Sanitary Sewer 3/32" Plumbing Plans - Building 2nd, 3rd, 4th Floors =Sanitary Sewer 3/32" --P-lo Plumbing Plans - Building Roof 3/3211 P-11- Plumbing Plans - Riser diagrams NTS i:1­12- Plumbing Plans - Riser diagrams. NT$' P-13 Plumbinq Plans - Riser diagrams. NTS. GP-1 Plumbing Plans Garage Level -1, 2 GP=2 Plumbing Plans --Garage Level 3, 4 GP-3 Plumbing Plans Garage Level 5;6 1/811 GP-4 Plumbing Plans Garage Level 6,7 1/81, GP•-5 Plumbing Plans Garage Risers NTS' Updated 10/11/06 iF 2 I 24" MINIMUM MIN' 30" 4-1 LE-1 LO 12- MINIMUM MIN 36'? DEEpt CLEARANCE MIN CLEARANCE i P 36" DEEP. ELECT CLEARANCE ACCESS MIN 30"—t WIDTH PANEL CLEARANCE A.LQ IMMATION DETAIL (ALL UNITS ROOF TOP MOUNTED -SCALE- N.T.S. INSTALL A/C .UNITS M PROVIDE WORKING CLEARANCE CLEARAN PER NECCE. 11-0.26, 30- WIDE. X- 36. DEEP UNRESIRICTED, Cqflegoftn Colleg'e Main COLLEGE STATION, TEXAS 1. ENFORCED CODES: 2003 IBC; 2003 IRC; 2003 IMC; 2003 IPC; 2003 IFC; 20.03 I-FGC; 2002 NEC; 2003.-IFCC; 2003 NFPA 101 LIFE SAFETY CODE; ALL WITH CITY AMENDMENTS. FOR REFERENCE ONLY REVISIONS IN 02.06..07 PER CITY COMM BILLY PATTERSON- z 42890. !,qrj' S4 OIVAV� 2-7-0' C-4 0). z. 0(0 4 (0 E 0.0 C4 0 z U_ 0 Uj V C 0 E O Lj 0 z 0 o 0!: t- . M _j CO 0 Uj U) z W F- .W F- CL z W L.0L. W C) .0 < LL Uj DATE 10­11 -06 1FP CONTROL SEQUENCE JG JIG GK BP/GK - SHEET NUMBER 0! M— 1 8 1070 THE FACTORY APTS RADAKOR/HILL &,FRANK OR HNVW V-nlH/80>[V IWM Sl.cN AH010VA 31-11 OLOI 8 F WnN .133HS — X0 >10 3ON3f103S i081NOO 7d�l8 — 90-11—Z 1 ddi — 90—I L-01 31Va T� �.r m m 1 K o w to � �. 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MICIMOVS HAM dVa JMA memod Hld30 XVW 31-11 Ol a31Td1SNl 1NV'IUS OOl S3183S lV3S03dS iDna 1N3A 1331S H3J3VMa .* 30VO 9z iVNMON A18W3SSV WOO MOON DOOM 031VH 'MH 1 Q 5 S n 0 ALL GRILLES VMA KEYED mmmmmm�NOTES (TYPICAL ALL UNITS) O EXHAUST FANS SIZED TO PROVIDE 50 CFM INTERMITTENT OF 20 CFM CONTINUOUS PER 2003 IMC TABLE 403.3 IMC-503.3.2. O MAINTAIN 3' CLEARANCE FROM POINT OF DISCHARGE TO ANY OPENING INTO THE BUILDING PER 2003 IMC 502.7.3.6 (3). �3 MAXIMUM DRYER VENTING 25' W/ 2-1/2' REDUCTION FOR 45 DEGREE BEND AND 5' FOR 90 DEGREE BEND PER 2003 IMC-504.6.1. 5" ALT. DRYER VENT CALCS PROVIDED ®UGHTING/VENTILATION CALCS PER 2003 IBC 1203.4 & 1205.2 AND 50X OPEN WALL CALLS FOR KITCHEN ARE PER ARCH DRAWINGS O ALL DUCTWORK IS IN FURR DOWN CONDITIONED SPACE. THERE ARE NO PENETRATIONS OF RATED ASSEMBLIES. © NOT USED U ELECTRICAL PANELBOARD (REFERENCE ONLY) ®DRYER VENT MOISTURE EXHAUST DUCTS AND BATH EXHAUST DUCTS MAY NOT EXTEND THRU PLENUMS PER 2003 IMC 504.4 & 601.3. Og MOUNT PROGRAMMABLE THERMOSTAT AT 3'6" AFF TO ENSURE ADA ACCESSIBUTY. 10 VERIFY WITH OWNER IF PWR CO ENERGY REBATE PRO- GRAM IS BEING USED PRIOR TO PURCHASING EQUIP. on HORIZONTAL AHU (PANCAKE UNIT) MOUNTED IN FURR DOWN ® CEILING MTD AIR GRILLE V AIR DISTRIBUTION SPUTTER ® CEILING MTD EXHAUST FAN 70 CFM BROAN MODEL 671 m DRYER VENT UP INTO WALL 0 CEILING RADIATION DAMPER ® CEILING MTD RETURN AIR GRILLE �. RETURN AIR INTAKE -• AIR FLOW 4 PROGRAMMABLE THERMOSTAT HONEYWELL MODEL T8034C ® RECIRCULATING CHARCOAL EF ® WALL MTD AIR GRILLE A618MS/A6180B REGISTER, ALUMINUM CONSTRUCTION, SEE CHART BELOW CEILING DIFFUSER AND REGISTER SHALL BE STAMPED STEEL MULTI -SHUTTER DAMPER, SURFACE MOUNT, WHITE FINISH OR V.M.L. ADJUSTABLE BLADE ALUMINUM WHERE NOTED. A618 AVAILABLE SIZES (IN.) i ABBREVIATIONS ABBREVIATIONS AFCI ARC FAULT CIRCUIT INTERUPT HW HOT WATER AFF ABOVE FINISHED FLOOR KS KITCHEN SINK AFG ABOVE FINISHED GRADE LAW LAVATORY AC AIR CONDITIONING MC METER CENTER AHU AIR HANDLING UNIT MW MICROWAVE BT BATHTUB PC PULL CHAIN CA COMBUSTION AIR PEC PHOTO ELECTRIC CELL CD CONDENSATE DRAIN PRV PRESSURE REDUCING CDL CONDENSATE DRAIN LINE VAVLE CO CLEAN OUT R/O RANGE OVEN CRD CEILING RADIATION DAMPER S SINK CU COPPER SE SERVICE ENTRANCE CW COLD WATER SGO SINGLE GANG OUTLET D DRYER SH SHOWER DP DISPOSAL TC TIME CLOCK DW DISHWASHER TEF TOILET EXAUST FAN DV DRYER VENT T&P COMB. TEMP.. & EDH ELECTRIC DUCT HEATER PRESSURE RELIEF VAVLE EDF ELECTRIC DRINKING FNTN UNO UNLESS NOTED OTHERWISE EDO ELECTRIC DOOR OPERATOR UR URINAL EF EXHAUST FAN VRV VACUUM RELIEF VAVLE FACP FIRE ALARM CONTROL PANEL VTR VENT TO ROOF FBO FURNISHED BY OTHERS W WASHING MACHINE FCU FAN COIL UNIT WC WATER CLOSET FD FLOOR DRAIN WH WATER HEATER FU FIXTURE UNITS WM WATER METER GFI GROUND FAULT INTERRUPTER Wp WEATHERPROOF GPM GALLONS PER MINUTE HVAC HEATING, VENTILATION, AIR CONDITIONING AC SCHEDULE BRYANT; 13 SEER* OR APPROVED EQUAL ELECTRIC HEAT PUMP UNIT SF TONS STU MOCP MCA CONDENSER MODEL HSPF FIRST CO AHU MCA MOCP KW LIS Al 472 1.5 4465 20 2 11.3 213ANA018-A 7.70 18 HX-5 26 30/2 5 5.53 1.5 7042 20/2 11.3 213ANA018-A 7.70 18 HX-5 26 30/2 5 8.17 539 1.5 4874 20 2 11.3 213ANA018-A 7.70 18 HX-5 26 30/2 5 6.37 623 1.5 7793 20/2 11.3 213ANA018-A 7.70 18 HX-6 26 30/2 6 7.81666 KA2515 2.0 13726 25 2 18.2 213ANA024-A 8.20 25 HX-8 29 35 2 8 12.74932 2.0 12056 25 2 18.2 213ANA024-A 8.20 25 HX-8 29 35 2 8 12.65934 2.0 12058 25 2 18.2 213ANAO24-A 8.20 25 HX-8 29 35 2 8 12.65 w ww� 31' MAX. 4" TO 5" TRANSITION 5"o HORIZONTAL 4"0 RUN OUT 0 r DRYER 4*0 4" VERT RISER/ 5" HORZ ALTERNATE DRYER VENTING (TO BE USED WHEN MECH CODE LIMITS CAN NOT BE MET) SUBJECT TO BLDG OFFICIAL APPROVAL BASIS FOR ALTERNATE DESIGN: (1)14 N. FT. OWABLE DPRESSUREUCT LOSS: + (2) ELBOWS 22 FT EQUIVALENT COEFFICIENT OF FRICTION (f) AT 125 CFM - 1.0" PER 100' PRESSURE LOSS: 22 x 1.0/100 - 0.22"+.07(OUTLET)-.29 (2)ALTERNATE DESIGN FOR 0.29" PRESSURE LOSS: ALLOWABLE CTSTR I)GHT LLE3NGTH PER (0.29%.045) x (100) 100 FT (3) DEDUCTIONS, 6PER ELBOW LESS 3' PER TRANSITIONS LESS 22' PER OUTLET LESS 22' PER 4" VERT. RISER (4) LENGTH UMfTATIONS 4" VERT. 5" HORZ. (2) ELBOWS, 1 TRANSITION MAX LENGTH - 41 FT. W/ (3) ELBOWS MAX - 25 FT. DRYER VENT SCHEDULE NMc UNIT LENGTH #ELBS MAX ALTERNATE DESIGN (4') (VERT/HORIZONTAL.) Al 22' 2 41'0"* 4"/5" A2 4' 2 15'0"* 4" DV A3 18, 2 41'0"* 4"/5" B1 24' 2 41'0"* 4"/5" 62 33' 2 41'0"* elV B3 15' 2 15'0"* 4" DV C 26' 2 41'0"* 4"/5" * SMOOTH METAL DUCT; USE FOIL BACK TAPE 3" TEF 4" H l � R/O 1© MW RA I 30x10xl o DP q d 12X6 _ --,DO CFM \ \I� / / I \ I (( REF I 1/4" = 1'-0" UNIT A2 1/4" = 1'-0" W .'a r r PLENUM 16X6 " 350, SHEETROCK ENCLOSE EF IN PLENUMS, (IYP. ALL UNITS) UP TO TRUSS SPACE (TYP) TRANSITION FROM FLEX -DUCT TO EXPOSED SPIRAL DUCT (TYP) TEF REVISIONS 1Q12/01/06 REV PER ARCH C3F TF'i�1 BILLY.R: PATTERSON o=. �42890 flit � . lfi 'r N c" rn z aco '* l cr^� �t• tO n E W °° U " ap v c°J G W •� z �•� c 0 w •v z c ° W o r Q C z N MI N o m Z •• J pp J O < 1 N W VJ F_ z cui G F_ U) QW H (L Q O H Lu oLU F J J O Q w r F- DAT E E10-11-06 - IFP 12-11 -06 - REV IFP FGK TROL SEQUENCE JG BB JG JG BB CONTROL - a SHEET NUMBER a M-2 REVISIONS m UNIT A3 1/4" = 1'-0" UNIT 131 1 /4" = V-0" PLENUM 1 /4" = V-0" REF 0 7M/ W :..:::::::.................... .......... 1 oxs DW DP 100 CFM t i .:.... 10X6- ,....::.,..100 CFM WH 10X6 125 CFM E........... RA \ UNIT 132 - FIRST FLOOR 1/4" = 1'-0" 10/10 DN 0/10 UP —9 0/10 —RE—CIRCULATING CHARCOAL EXHAUST FAN DV UP TO 2ND FLOOR CLG r .: t I BILI;Y. RPATTERSON 42890 /ST E%��v`��s IZ 10„% N ^ O� z I j oC ' E W N " � U W Lu C z o � W z° W �- 0 L_ z M 0 v m c G Z � .. J <C J o � N Q , W M 2 VJ F_ z W uj ^Q F— CL Q 0 O rr W O w FJ J U ° <C U. TW i F- DATE 10-11-06 - IFP 12-11-06 - RED/ IFP FCONTROLEQUENCE BB ZEBB — W a SHEET NUMBER a M-3 1070 THE FACTORY APTS i u 3" TEF� SX41 * ; 50 CFM O o I� H 11 W/D ° 1 \- X ,1 0 C ., t' ''� �V Jxi 12*0 _ 2X6 j ` 12X6 �.. 175 CFM : :.. ........ . 14X6 175 CFM I SDV __......_....._.....M....__........._... :: UN IT C2 1 /4" = V-0" UNIT B3 1/4" = V-0" UNIT Cl 1 /4" = V-0" �R N v ^ � Z rr ^ E W 00 v 0() v U C W z 0 LA. � W z ° W T T C 0 z ��� o � v O m J J � /Q N Q M � VJ F- z W cn LL1 O W O w F— J J U ° Q LL w r F- DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE — JG RR JG/JA JG BB GK GK - W a SHEET NUMBER a M-4 1RADAK R/HTHE FACTORY LL &FRANK :a i I THE FACTORY APARTMENTS"=- 1070 Drawing Contents Scale M-1.1 Mechanical -Site ' Plan 1'1=50' -M-1.2 Mechanical Specifications & Details NTS - M-2 Mechanical Plans -Unit Al, A2 1/4" M-3 Mechanical Plans - Unit A3, B1, B2 1/4" . M-A Mechanical Plans - Unit B3, C 1/4" - M-5 Mechanical Plans - Office,.Atrium 1/411" M-6 Mechanical Plans -Building 1st Floor.3/32" M=7 Mechanical Plans - Building 1st Floor 3/32" ` M-8 Mechanical Plans - Building 2nd, 3rd; 4th Floors 3/32" M-9 Mechanical Plans -"Building 2nd, 3rd, 4th Floors 3/32" M-10 Mechanical Plans -Building Roof 8/32" E-1.1 Electrical Site Plan 1"=50' E-1:2 Electrical Specifications &Details NTS E=2" Electrical Plans - Unit Al, A2 1/4" E-3 Electrical Plans =Unit A3, B1, B2 " E-4 Elect'rical Plans -'Unit B3, C 1/410. E-5 Electrical Plans.- Office; Atrium 1/4" E="6 Electrical Plans - Building 1st.Floor 3/32" " - _ E-7 Electrical Plans - Building 1st Floor 3/32" E-8 Electrical'Plans - Building 2nd, 3rd, 4th Floors 3/32" E-9 '.Electrical Plans - Building 2nd, 3rd, 4th Foors 3/32" _ E-10 Electrical Plans - Building Roof 3/32" E-11 Electrical Plans - Load Calculations & One Line Diagrams- NTS . E-12 Electrical Plans - Load Calculations & One Line -Diagrams NTS GE-1 Electrical Plans - Garage Level.1, 2 1/8" GE-2 Electrical Plans - Garage Level 3, 4 1/8" GE-3. Electrical Plans - Garage Level 5,6 1/8" GE-4 ': Electrical Plans - Garage -Level 6;7 1/8" GE-5 Electrical Calcs - Garage' NTS P-1.1 Plumbing Site Plan 1"=50' __. P-1.2 Plumbing Specifications & Details NTS P-2 Plumbing Plans'- Unit A1, A2 1/4" P-3 Plumbing 'Plans - Unit A3, Bl, 132 1"/4" Plumbing Plans - Unit B3, C 1%4" P-5 Plumbing Plans - Office, Atrium ' 1/4" P-6.1' Plumbing Plans - Building: 1st Floor -'Sanitary Sewer 3/32" P=6.2 ""Plumbing Plans - Building 1st Floor - Domestic Water 3/32" P-7.1 Plumbing Plans's-_Building lst Floor - Sanitary Sewer_ 3/32" P-7.2 Plumbing Plans - Building 1st Floor - Domestic Water 3/32" P-8 Plumbing Plans - Building 2nd, 3rd, 4th Floors - Sanitary Sewer 3/32" ° P-9 Plumbing Plans - Building 2nd, 3rd, Ath Floors - Sanitary Sewer 3/32" P-10." Plumbing Plans - Building Roof 3/32" P-11 Plumbing Plans - Riser diagrams NTS "? P'-12 Plumbing Plans - Riser diagrams NTS P-13 Plumbing Plans - Riser diagrams NTS .-GP'-1 Plumbing Plans - Garage Level 1, 2 1/8" GP-2 Plumbing Plans - Garage Level 3, 4' 1/8" GP-3 Plumbing Plans"- Garage Level 5,6 1/8" GP-4" 'Plumbing Plans - Garage. Level 6,7 1/8" GP-5 Plumbing Plans - Garage Risers NITS - Updated 10/11/06. i LIGHT POLES SHALL . COMPLY WITH NEC 4.10-15(8) ' 1. AN ACCESSIBLE' HANDHOLE NOT LESS `THAN " 2 INCH • X 4 INCHES 'HAVING' A RAINTIGHT * COVER SHALL. HALL.PROVI.' ACCESS TO THE SUPPLY RACEWAY OR CABLE TERMINATION ' WITHIN THE POLE OR POLE BASE. WHERE RACEWAY RISERS OR. CABLE. ARE' NOT INSTALLED" WITHIN THE POLE, A THREADED FITTING' OR .NIPPLE • SHALL BE'_ BRAZED OR: WELDED TO THE POLE • OPPOSITE. THE HANDHOLE, FOR THE SUPPLY "CONNECTION. •. OTHER. PO SHALL BE PERMITTED TO BE FIELD WELDED.. BRAZED, • 0 TAPPED. SUCH POLES SHALL BE CAPPED 'OR ' COVE RED. 2. A TERMINAL FOR GROUNDING 'THE :POLE SHALL..BE PROVIDED; -it SHALL BE ACCESSIBLE FROM THE HANDHOLE. 3.. METAL RACEWAYS OR OTHER EQUIPMENT GROUNDING. CONDUCTORS SHALL. BE BONDED.. TC THE POLE WITH AN EQUIPMENT -GROUNDING CONDUCTOR RECOGNIZED - BY . SECTION 250-91(B) AND SIZED IN ACCORDANCE WITH SECTION 250-95. 4.. CONDUCTORS IN VERTICAL :METAL .POLES. 'USED AS . RACEWAYS SHALL BE' SUPPORTED AS PROVIDED IN SECTION 304-19. 24" MINIMUM • MIN � uto Lo 12" MINIMUM MIN 36" DEEP CLEARANCE ELECT MIN'"36" DEEP CLEARANCE MIN 30"� ' ACCESS • WIDTH CLEARANCE A& INSTALLATiON •DETAIL SCALE: N.T.S. (UNITS .ROOF .TOP MOUNTS) INSTALL • A/C . DISCONNECT TO PROVIDE MINIMUM CLEARANCE PER - .WORKING NEC 110.26: MIN 3 ... WIDE 'X" 36" DEEP m REVISIONS /1 \ 02.06.07 PER CITY COMM �40. " % " .�ti � d !BILLY LY PATTERSM ..... ........ / 9 4r 2-7.-0• r R T N Of ^ � ~� h E U,J -- 00 v LU W •� z �- r� W V Z c E LU O. Lj 0 z ' W N 124- to03 .✓ J J 4 Q 00 O �1 rr W M "* R LOCATION METER .0 TI0 ' ry,.,...r ' LL i Col"aM IA College Main 60 R.O.W. . z • _ • • • � � SITE PLAN. � � W • 1'" _ 401.0" ° LEGEND AND NOTES OR NEW S TE LAY UT REVISED I o. PER ARCH. (GARAGE SHIFT). Cr W Q F- . POWER COMPANY" SECONDARIES, "HOLD FOR LAYOUT". ' LL z 0 ' METER CENTERS, SEE 9 8" DRAWINGS / VERIFY EXACT LOCATION "OF :BUILDING ADD.RIRSS SIGNAGE AND MOUNT LIGHT FIXTURE . TO PROVIDE NIGHT LIGHTING FOR EMERGENCY VEHICLES F- Q ® PWR CO PAD MTD XFMR. VERIFY EXACT LIGATION . PROVIDE PROTECTION FROM CAR "DAMAGE WITH W STEEL/CONCRETE BOLLARDS AROUND TRANSFORMERS • O LU PER POWER COTS SPECIFICATIONS:' , 40 WP FLUOR GROUND- MOUNTED ENTRY SIGN VIA PEC' 0 ' . DECORATI�IE ';URFACE MOUNT, TWIN 'PL11 (UNO) . VIA PEC MOUNT . 6 -L3 A.F.G. :. Uj 10OW MH. 'WALL PACK, SHARP CUTOFF, TOP & Z SIDE SHIELDS 13' AFG. PNL H VIA PEC RUUD CATALOG #SE4410 F— ° DATE 10-11-06 -- IFP IN a COLLEGE STATION, TEXAS CONTROL SEQUENCE 1. ENFORCED' CODES: 2003 IBC; 2003 IRC; 2003 IMC; 2003 !PC,! 2003 IFC; 2003 IFGC; 2002 NEC; 2003 IECC; 2003 NFPA 101 LIFE - JG - �.. � I AFETY C E; AL CITY S OD L WITH CIAMENDMENTS. � - JG - EII GK BP/GK - BLDG SIGNAGE'-�- :SCALE SHEET NUMBER _ C �r T` '. .. .. 1070 'THE FACTORY APTS ✓Z��IT21 REVISIONS SAMPLE KITCHEN NEC SPACING RULES �2'� s nm I FI or 0 20 O0 2' III- 4 Fl MIN 1' go CGFI GFl O 1 JFI 2' 2 GFI _GFl GFl 2 4'--- SAMPLE LIVING ROOM NEC SPACING RULES M61X IsMAX -T MAX 69 MAX ............................ ..2............... _... 60 .., .........................:......,....:: ORR MAX MAX 6' MAX 12' MAX 6' A 14-1 /2"W X 18"H X 3-3/4" D 181, L�� TV/TEL INTERFACE BOX TV/TEL BOX MOUNTING TYPICAL CLOSET LIGHT SPACING Q SURFACE MOUNTED INCANDESCENT FIXTURE, TOTALLY ENCLOSED, PER NEC 410-8. MAINTAIN MINIMUM 12" CLEARANCE FROM DEFINED "STORAGE SPACE", WHICH IS SHELF WIDTH OR 12". WHICHEVER IS GREATER. SAMPLE BEDROOM NEC SPACING RULES F MAX 60 ................................... ;s4,10 MAX MAX 6'� 21N- �MA6X NOTE: ALL BEDROOM CIRCUITS SHALL HAVE AFC FAULT CIRCUIT INTERRUPTERS (AFCI) SPECIAL NOTES FOR NMS (ROMEX CABLE) PER NEC THE CABLE SHALL CLOSELY FOLLOW THE SURFACE OF THE BUILDING FINISH OR OF RUNNING BOARDS. BENDS IN TYPES NM, NMC, AND NMS CABLE SHALL BE MADE SO THAT THE CABLE WILL NOT BE DAMAGED. THE RADIUS OF THE CURVE OF THE INNER EDGE OF ANY BEND DURING OR AFTER INSTALLATION SHALL NOT BE LESS THAN FIVE TIMES THE DIAMETER OF THE CABLE, NONMETALUC SHEATHED CABLE SHALL BE SECURED BY STAPLES, CABLE TIES, STRAPS, HANGERS, OR SIMILAR FITTINGS DESIGNED AND INSTALLED SO AS NOT TO DAMAGE THE CABLE AT INTERVALS NOT EXCEEDING 1.4M (4-1.2 FT) AND WITHIN 300MM (121N) OF EVERY CABINET, BOX, OR FITTING. FLAT CABLES SHALL NOT BE STAPLED ON EDGE. IN BOTH EXPOSED AND CONCEALED LOCATIONS, WHERE A CABLE OR RACEWAY TYPE WIRING METHOD IS INSTALLED THROUGH BORED HOLES IN JOISTS, RAFTERS, OR WOOD MEMBERS. HOLES SHALL BE BORED SO THAT THE EDGE OF THE HOLE IS NOT LESS THAN 32MM (1-1/41N) FROM THE NEAREST EDGE OF THE WOOD MEMBER. WHERE THIS DISTANCE CANNOT BE MAINTAINED, THE CABLE OF RACEWAY SHALL BE PROTECTED FROM PENETRATION BY SCREWS OR NAILS BY A STEEL PLATE OR BUSHING AT LEST 1.6MM (1/161N) THICK, AND OF APPROPRIATE LENGTH AND WIDTH INSTALLED TO COVER THE AREA OF THE WIRING. NOTE: MAX 6" OF COUNTERTOP OVERHANG. NOTE: D 1 IF COUNTER TOP IS SPLIT GFI RECEPTACLES ARE REQUIRED ON BOTH SIDES OF ISLAND COUNTER. 6" GFl RECEPTACLE ISLAND GFI LOCATION CEILING 3'-0" MIN CEILING MOUNTED COMBINATION R/O EXHAUST HOOD/ MICROWAVE RECESSED OUTLET * VERIFY MANUFACTURERS SPECIFICATIONS R/O OUTLET POSITION FAN COIL UNIT SUSPENDEI IN AIR -TIGHT PLENUM. SE ARCHITECTURAL DRAWINGS, 3/4" SECONDARY DRAIN OVER TUB WITH ESCUTCHEC 3/4" PRIMARY DRAIIt TAILPIECE ON LAV 01 BATH w/ 1/2" INSU TO APT SHUT-OFF VALVE (CW) WTR SUB METER, MASTER 3/4" MODEL: MJO6-ICH-AAA-2* 5/8" MODEL: MJO5-ICH-AAA-2* TO APT SHUT-OFF VALVE WH (HW) VERIFY MANUFACTURER'S ROUGH -IN DIMENSIONS PRIOR TO INSTALLATION SUBMETER RISER NO SCALE (TYPICAL ALL UNITS) * PROVIDE TRANSMITTER MODEL 912-100-KAL LOOP DISHWASHER I DISCHARGE PIPE TO BOTTOM OF COUNTERTOP TEE WASTE IN r APPROVED FOOD 1 WASTE DISPOSER FINISH FLOOR SEE PLUMB CODE FOR LIMITATIONS ON GRAVITY HORIZONTAL WASTE. ALL MATERIALS IN PLENUM SHALL BE RATED PER MECH CODE AND NEC 300-22,b. S.R. BY OTHERS " FIBERGLASS DUCTBOARD iUPPLY AIR DUCT OR FLEX SUPPLY AIR REGISTER SUPPLY AIR DUCT 3HEETROCK '.EIUNG BY OTHERS 2ETURN AIR GRILL ^.EIUNG OR SIDEWALL 'ROVIDE AIR TIGHT ►CCESS PANEL FOR CRDS 'CESS PANEL BY MECHANICAL DNTRACTOR TO PROVIDE FULL "CESS FOR MAINTENANCE AND EMOVAL. SECTION AT FAN COIL SMOKE DETECTOR MIN CLEARANCE 4" MIN --- 4 12"' MIN MAX A/C DUCT A/C REGISTER HERE SMOKE DETECTO MIN MIN \ 3'—O" MIN —� WALL MOUNTED S S 3'-0" MIN� •- . ..._...... ...... ... ... .. 3 • S PER NFPA 101 MAINTAIN MINIMUM 3' CLEARANCE FROM A/C SUPPLY. RETURN AIR A/C REGISTERS, AND DOORS TO BATHROOM OR KITCHEN. GENERAL CONDITIONS ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE GOVERNING LOCAL, STATE AND NATIONAL CODE AS THE MINIMUM REQUIREMENT WHETHER OR NOT SPECIFIED OR SHOWN ON DWGS. DRAWINGS SHALL GOVERN WHERE A LARGER SIZE, QUANTITY OR BETTER QUALITY IS SHOWN THAN IS REQUIRED BY CODE(S). AS USED IN THE FOLLOWING, "CONTRACTOR" SHALL MEAN THE CONTRACTOR INSTALLING WORK UNDER THIS DMSION OF THE WORK. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW EVERY REQUIRED MISCELLANEOUS DETAILS, SUPPORTS, FITTINGS, ETC., FURNISH AND INSTALL ALL MATERIALS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM WHETHER OR NOT SHOWN ON THE DRAWINGS. COORDINATE INSTALLATION WITH OTHER TRADES TO ASSURE INSTALLATION OF MATERIALS AND EQUIPMENT AS REQUIRED FOR THE PROPER SEQUENCE OF CONSTRUCTION. VERIFY AND INSTALL WITHIN INTENDED SPACE REQUIREMENTS WITH PROVISIONS FOR ACCESS FOR SERVICE AND REMOVAL CONTRACTOR SHALL INSPECT THE SITE AND BE INFORMED OF THE CONDITIONS AFFECTING THE WORK. NO ADDITIONAL ALLOWANCES WILL BE MADE BECAUSE OF FAILURE TO OBTAIN INFORMATION ON SITE CONDITIONS. COORDINATE THE WORK AS REQUIRED AND DIRECTED BY LOCAL UTILITY COMPANIES STANDARDS. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS MANNER CONSISTENT WITH INDUSTRY STANDARDS. MATERIALS OR EQUIPMENT WHICH DO NOT PRESENT A REASONABLY NEAT OR WORKMANLIKE APPEARANCE MAY BE DIRECTED BY THE ARCHITECT TO BE REMOVED AND REPLACED AT NO ADDITIONAL COST. FURNISH 6 COPIES OR BROCHURES/SHOP DRAWINGS FOR APPROVAL PRIOR TO STARTING WORK. AT PROJECT CLOSEOUT, PROVIDE THREE COPIES OPERATING MANUALS. (1) COPY OF "AS BUILT" RECORD DRAWINGS, AND INSTRUCT OWNER IN THE OPERATION OF ALL EQUIPMENT. ALL MISCELLANEOUS WORK SUCH AS EXCAVATION BACKFILL, CONCRETE, PADS, SLEEVES, ETC. REQUIRED TO PERFORM WORK UNDER THIS DMSION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR OF THIS DMSION OF WORK. OBTAIN AND PAY FOR ALL REQUIRED UCENSES, PERMITS AND CERTIFICATES REQUIRED FOR WORK UNDER THIS SECTION. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORK MANSHIP FOR A PERIOD OF (1) YEAR BEYOND FINAL ACCEPTANCE IN A FORM ACCEPTABLE TO THE ARCHITECT. GUARANTEE SHALL INCLUDE CORRECTIONS OR REPLACEMENT OF DAMAGE OR REPLACEMENT TO OTHER'S WORK OR MATERIALS CAUSED BY WORK UNDER THIS DMSION. SPECIFICATIONS ALL MATERIALS SHALL BE NEW, UL LABELED AND CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC). DESIGN IS BASED UPON PROJECTED EQUIPMENT AND APPUANCES AND IS SUBJECT TO CHANGE.VERIFY ALL NAMEPLATE INFORMATION PRIOR TO ORDERING EQUIPMENT OR INSTALLING MATERIALS. NOTIFY ARCHITECT IN CASE OF ANY CONFUCT FOR CLARIFICATION PRIOR TO BEGINNING THE WORK. COORDINATE SPECIAL SYSTEM REQUIREMENTS WITH OWNER AND INSTALL RACE WAYS AND WIRING OR PULL WIRES FOR T.V., TELEPHONE, DOORBELLS, ETC. TO COMPLY WITH OTHER COMPANYS REQUIREMENTS FOR THIS WORK. GROUND ALL EQUIPMENT, RACEWAYS. PIPING SYSTEMS, DEVICES, MOTORS, ETC. PER NEC ARTICLE 250. ALL GROUNDING/BONDING CONDUCTORS SHALL BE CU. FLEXIBLE METAL CONDUIT (GREENFIELD) SHAD_ NOT BE USED OUTDOORS. USE UQUID71GHT CONDUIT ONLY, (SEALTIGHT), MAX 6, WITH SEPARATE CU GROUND. BRANCH CIRCUITS FOR CONCEALED DRY AREAS MAY BE TYPE NMC CABLE, (ROMEX), ALL NMC AND OTHER CONDUCTORS SHALL BE COPPER WITH 600V RATING, MINIMUM SIZE #12. UNDERGROUND RACE WAYS SHALL BE MINIMUM 3/4" SCHEDULE 40 PVC, WITH CU GROUNDING CONDUCTOR SIZED PER NEC ARTICLE 250-122, WITH MINIMUM 24" COVER. COMPLY WITH UTILITY CO STANDARDS FOR EQUIPMENT TYPE, SIZE & LOCATION SAFETY SWITCHES SHAD. BE RATED 25OV, GENERAL DUTY, SUITABLE FOR THE ENVIRONMENT INSTALLED IN AND BE SECURELY ATTACHED TO STRUCTURE WITH PROPER WORKING CLEARANCE PER THE NEC. ARTICLE 110. WITH A NAMEPLATE. TYPICAL UNIT PANELS MAY BE LOAD CENTER TYPE PANELS WITH MIN 10KAIC CIRCUIT BREAKERS SIZED PER PANEL SCHEDULES FLUSH MOUNTED. VERIFY THE MOUNTING LOCATION PRIOR TO INSTALLATION. VERIFY PANEL LOCATION SHOWN ON DWGS IS NOT IN A STRUCTURAL WALL DO NOT INSTALL PANEL BOARDS IN A STRUCTURAL LOAD BEARING WALL PROVIDE TYPED DIRECTORY. DEVICES, SWITCHES AND OUTLETS SHALL BE 15 AMP, RESIDENTIAL GRADE FOR TYPICAL UNITS. EXCEPT THE SMALL APPLIANCE CKTS, LAUNDRY CIRCUITS AND BATHROOM CKTS SHALL BE 20 AMP RATED DEVICES. ALL THE OTHER DEVICES SHALL BE RATED 20 AMP STANDARD GRADE. ALL ELECT DEVICES SHALL HAVE SMOOTH PLASTIC COVERS, COLOR AS SELECTED BY ARCHITECT. PROVIDE W.P. COVERS FOR ALL OUTDOOR OUTLETS. CHECK ALL RECEPTACLES FOR CORRECT POLARITY. CHECK ALL GFI OUTLETS FOR PROPER OPERATION TO DOWNSTREAM OUTLETS ALL BRANCH CIRCUITS THAT SUPPLY 120V OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ALL PENETRATIONS, (BOXES. RACEWAYS, LIGHTS, WIRING.) THROUGH FIRE RATED WALLS AND/OR CEILINGS SHALL BE EFFECTIVELY SEALED WITH UL RATED FIRE SEALANT TO RESTORE THE LISTED FIRE RATING. ALL EQUIPMENT INSTALLED IN OR THROUGH THE FIRE RATED STRUCTURE SHALL BE UL RATED 1 OR 2 HOUR USE AS REQUIRED BY FIRE RATING. ALL CEILING OUTLETS SHALL BE SUITABLE FOR CEILING FAN INSTALLATION. SUPPORT PER NEC REQUIREMENTS. ALL OUTLET AND SWITCH BOXES IN 1 HOUR RATED WALLS OR FLOOR/ CEILING ASSEMBLIES SHALL BE UL RATED 1 HOUR, AWED MOULDED PRODUCTS SERIES 109X, 93XX. PROVIDE SHEETROCK ENCASEMENT OUTLET BOXES WHERE 24" SEPARATION CANNOT BE MET. a J 14-1/2" X 18" X 3-3/4" DEEP JUNCTION BOX TEL JB ( I I AT END 4 BR (4)PR CAT 5E OF BLDG 3"C TO CLUB TV/TEL: PREWIRE ALL UNITS TO END OF BLDG. PROVIDE CONNECTOR AND FACEPLATE AT EACH OUTLET. SEE 1/4" UNITS FOR ACTUAL COUNT TV/TEL SCHEMATIC SPUTTER AT TERMINAL BOX AT END OF BLDG 30C TO CLUB COAXIAL CABLE RG6 (TYP.) STUB CONDUITS UP 2" AFF IN TEL EQUIP RM 4 BR '•%q�'r i BILLY R PATTERSON 'R v N h h h � ZI o I � _ h E w 00 . ,, " 00 V v Lu Z � d c '°c o LL. 0 W Z c E uj o '- Q to c °L„ z �M� OIL h c m J Q cc z w M � vl F- z cW G U) ^Q F- CL 2 Q 0 �H-- r'r LU O LU F- � O Q LL" W F- DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE iz _ _ _ GK GKOAS - a SHEET NUMBER o�. M. E-1 .2 8 KEYED NOTES ABBREVIATIONS klYPICAL ALL UNITS) O1 PROVIDE WORKING CLEARANCE PER NEC 110.26. Q SUPPORT FOR CEILING FAN PER NEC 422.18 AND 314.23, 314.27. Q FAN COIL UNIT, PROVIDE DISCONNECT SWITCH PER ONE LINE DIAGRAM ® FOR PANEL SCHEDULES AND LOAD ANALYSIS, SEE DRAWING E-11,12. Q5 VERIFY ACTUAL WALL LENGTHS IN FIELD AND ADD OUTLETS TO COMPLY WITH NEC 210.52. Q PROVIDE ENCLOSED FIXTURE & MAINTAIN CLEARANCE PER NEC 410.8. Q GFI PROTECTION MAY BE PROVIDED BY GFI BREAKER OR GFI OUTLET PROTECTING DOWNSTREAM OUTLETS. ® NOT USED. ® RECEPTACLE MOUNTED HORIZONTALLY ABOVE COUNTER TOP. SEE ARCH DWGS FOR MOUNTING HEIGHT. ® RETURN AIR REGISTEERS AND DOOR A/C BATHR06M OR KITCHEN. INTERLOCK ALL SMOKE DETECTORS. ® 120V POWER MOUNTED IN FREE SPACE FOR SECURITY INTERFACE FOR TELEPHONE/TV JUNCTION BOX. IF FREE SPACE NOT AVAILABLE MOUNT ABOVE SHELF. ® WIRELESS WATER SUB METER WITH TRANSMITTER OR 2 PAIR CAT 5 CABLE TO BLDG J-BOX TYPICAL ALL UNITS FOR WATER METER. (VERIFY LOCATION) ® DUPLEX OUTLET (1 /2 ON SWITCH) MTD UNDER SINK FOR DW AND DP POWER. MOUNT R/O RECEPTACLE TO CENTER BEHIND R/O TO CLEAR PLUG PER MFG. SPECS. ® COMBINATION MICROWAVE/EF ABOVE RANGE OVEN. ® PROVIDE 30_/2 NF D/S OR LOCKABLE BREAKER FOR WATER HEATER DISCONNECT. ® ALL BEDROOMS CIRCUITS TO BE PROTECTED BY AFCI PER '02 NEC 210.12 INSTALL RECESSED SINGLE GANG OUTLET (CLOCK ® OUTLET) FOR REFRIGERATOR. ® RECEPTACLE MOUNTED WITHIN 36" OF LAVATORY RIM. GENERAL LIGHTING CIRCUIT 2 SERVES 1ST BEDROOM, CLOSET, & BATH. GENERAL LIGHTING CIRCUIT 4 SERVES LIVING ROOM, KITCHEN, LAUNDRY, PATIO, CLOSET, & ENTRY. GENERAL LIGHTING CIRCUIT 6 SERVES 2ND BEDROOM, CLOSET, & BATH. PER NEC 2002 1 AFCI ARC FAULT CIRCUIT INTERUPT HW HOT WATER AFF ABOVE FINISHED FLOOR KS KITCHEN SINK AFG . ABOVE FINISHED GRADE LAW LAVATORY AC AIR CONDITIONING MC METER CENTER AHU AIR HANDLING UNIT MW MICROWAVE BT BATHTUB PC PULL CHAIN CA COMBUSTION AIR PEC PHOTO ELECTRIC CELL CD CONDENSATE DRAIN PRV PRESSURE REDUCING CDL CONDENSATE DRAIN LINE VAVLE CO CLEAN OUT R/O RANGE OVEN CRD CEILING RADIATION DAMPER S SINK CU COPPER SE SERVICE ENTRANCE CW COLD WATER SGO SINGLE GANG .OUTLET D DRYER SH SHOWER DP DISPOSAL TC TIME CLOCK DW DISHWASHER TEF TOILET EXAUST FAN DV DRYER VENT T&P COMB. TEMP.:& EDH ELECTRIC DUCT HEATER PRESSURE RELIEF VAVLE EDF ELECTRIC DRINKING FNTN UNO UNLESS NOTED OTHERWISE EDO ELECTRIC DOOR OPERATOR UR URINAL EF EXHAUST FAN VRV VACUUM RELIEF VAVLE FACP FIRE ALARM CONTROL PANEL VTR VENT TO ROOF FBO FURNISHED BY OTHERS W WASHING MACHINE FCU FAN COIL UNIT WC WATER CLOSET FD FLOOR DRAIN WH WATER HEATER FU FIXTURE UNITS WM WATER METER GFI GROUND FAULT INTERRUPTER Wp WEATHERPROOF GPM GALLONS PER MINUTE HVAC HEATING, VENTILATION, AIR CONDITIONING LEGEND ELEVATORS 120V DUPLEX OUTLET 16" A.F.F.* 208/24OV, 1 P, SINGLE GANG OUTLET 120V DUPLEX OUTLET, ABV COUNTERTOP 120V DUPLEX, TOP 1/2 ON WALL SWITCH 15" A.F.F.*' r 120V HIDDEN DUPLEX OUTLET OJ JUNCTION BOX (OR EQUIP CONN) ® TELEPHONE OUTLET 16" A.F.F.* �- TELEVISION OUTLET 16" A.F.F.* SWITCH, 1 P, 120V 3'-6" A.F.F.* SWITCH, 3W, 120V 3'-6" A.F.F.* SMOKE ALARM, 120V W/ BATTERY BACKUP AND OS AUXILLARY CONTACT SMOKE ALARM W/VISUAL NOTIFICATION, 120V ® W/ BATTERY BACKUP AND AUX CONTACT (HC) ® WALL MTD. EXHAUST FAN MOTOR RATED DISCONNECT SWITCH L0 DISCONNECT SWITCH 4- CEILING SURFACE MOUNTED INCANDESCENT LIGHT PENDANT MOUNTED INCANDESCENT LIGHT. MINI HORN/SPEAKER. SYSTEM CONNECTED, Q WALL MTD. AT NO LESS THAN 90" A.F.F- OR NO LESS THAN 6" BELOW CEILING WHICHEVER IS LOWER ® STROBE LIGHT, SYSTEM CONNECTED (HC) HORN STROBE, SYSTEM CONNECTED, WALL MID AT NO LESS THAN 80" A.F.F OR NO GREATER THAN 96" A.F.F BRACKET MOUNTED INCANDESCENT LIGHT -- RECESSED INCAND LIGHT, 1 HR SHEETROCK ENCLOSURE 'Q' ELECTRIC PANEL BOARD*** OT TELEPHONE/TV MSDE BOX m DOORBELL mc DOORBELL CHIME 0000 BRKT. MTD MULTI -BULB INCANDESCENT LIGHT ® SURFACE MOUNTED 1X4 FLUORESCENT LIGHT SURFACE MOUNTED 2X4 FLUORESCENT LIGHT *** 4'-0" A.F.F. TO TOP BREAKER * DIMENSIONS TO BOTTOM OF OUTLET BOX CAUTION: ALLOW FOR FLOOR COVERING THICKNESS MOUNT RANGE HOOD EXH FAN SW ON COUNTER TOP SIDE WALL FOR HC UNITS • SAME HEIGHTS AS RECEPTACLES ALL DEDICATED CKTS TYP ALL UNITS FOR MW. DW. DP, R/0, W. D. AHU, & A/C. UNIT Al 1/4" = 1'-0" NOTE: IN UNITS DESIGNATED FOR VISION AND HEARING IMPAIRED, SUPPLY SMOKE DETECTORS W/INTEGRAL STROBES IN LIEU OF STANDARD SMOKE DETECTORS. PROVIDE SYSTEM CONNECTED AUXILIARY STROBE LIGHTS IN ALL BATHROOMS. PROVIDE UNIT MINI -HORNS WITH STROBE LIGHTS IN LIEU OF MINI -HORNS. PROVIDE DOORBELLS WITH VISIBLE AND AUDIBLE SIGNAL. UNIT A2 '.. 1 /4" = 1'-011 ' MAX 0 REVISIONS 1Q12/01/06 REV PER ARCH OF ... T ih BILLY R. PATTERSOP '�► : 42890 -act AN r� N v � � z 0 I co ^ r ^_ ^ E W N v 00 v W w U �` z �+- ou� c w v z c E w �- 0 Q c 0 Z �M O� � m J Q J < N Q W M � VJ F_ z ui 5 W H ^^ Q F- F�- W O w F U J J ° Q U. w F_ FDATE - IFP - REV IFP FJA/JG SEQUENCE G BB G BB K - a SHEET NUMBER a E-2 & FRANK REVISIONS UNIT A3 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" OWN TO 1 ST LOOR SWITCH 1ST IN 3HT rR N rp � v ^ z 0� rZ .d. rZ aC w 00 `✓ 00 v 00 C W Z LL W L � C •C O W z° G W 0 x w 00) z � * � Lo - w K m Z M w M m DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE - JG BB JG/LM JG BB GK GK — W a SHEET NUMBER a E-3 1 __ REVISIONS UNIT C2 1/41' = 1'-01' T O V W trt UNIT B3 1 /4" = V-0" UNIT Cl 1/4" =1'-0" OF I BILLY »_..4.«..R. PAT ERSON 44890 c/ST>G% ♦� v r N ^ 0) 0)z �co o� Nc� E W � - -- W ''' U 'r_ z 4) UL•c W z C E W o v •- 0 0 0 z NMI Q m n m c G Z � .. J Q J � oC nz N Q W M m U) z W cn <C W a. o <C 0 cr. W Q w J J U ° Q H w F- DATE 10-11-06 - IFP 12-11-06 - REV IFP W a SHEET NUMBER a E-4 m W O REVISIONS OFFICE AND ATRIUM - FIRST FLOOR 1 /4" =1'-0" OF BILLY. R :r PATTERS( N 42890 r , �, : ........... ;W� srcrST .Q '•r Ott•.. �.. /R N n rn z 0 ' co o� E W 04 04 v o U v W L z G ♦ R W v z ° W r O r Q Ld C O N z � a � ° � m c J Q W M 2 V J F- z W 2 F ui <~ CL 2 F- W aW F J J C..) o Q 1 W 17 - DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE - JG BB M JG JG BB GK - - a SHEET NUMBER a n E-5 0 FA SYSTEM OPERATION SPRINKLER FLOW SWITCH ACTIVATES SYSTEM DETECTION AND CAUSES INITIATION CIRCUIT TO SOUND ALL HORNS, STROBES AND MINI HORNS IN AFFECTED BUILDING ONLY AND SENDS ALARM SIGNAL TO MAIN FACP WHICH ANNUNCIATES AN AUDIBLE AND VISUAL SIGNAL AND ACTIVATES A DUAL LINE AUTODIALER TO AN APPROVED AGENCY. EACH BUILDING WILL HAVE AN ADDRESSABLE MODULE WITH SEPARATE DISTINCT ALARM SIGNALS. MANUAL PULL STATIONS WILL FUNCTION SAME AS FLOW SWITCH AND INITIATE AUTODIALER WITH TROUBLE ANNUNCIATION BY ZONE NUMBER, TAMPER SIGNAL SHALL BE DISTINCTLY DIFFERENT THAN FLOW SWITCH SIGNAL. TAMPER SWITCH WILL GIVE SUPERVISORY ANNUNCIATION ONLY WITHOUT SOUNDING HORNS. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND APPLICABLE SECTIONS OF NFPA 70, 72E, AND ARTICLE 760. EQUIPMENT SHALL BE POWER LIMITED AND ALL COMPONENTS LISTED FOR SYSTEM OPERATION. ALL WIRING TO BE CLASS B SUPERVISED WITH TROUBLE INDICATING AND ANNUNCIATION CIRCUIT. STROBE LIGHTS MUST BE SYNCHRONIZED TO ALL ADJACENT STROBES. FACP MUST BE MOUNTED IN ENCLOSURE TO MEET MANUFACTURER'S SPECIFICATIONS FOR MAXIMUM TEMPERATURE AND HUMIDITY. MAIN ANNUNCIATOR PANEL TO BE LOCATED IN CLUBHOUSE. FIRE ALARM CONTROL PANEL MUST HAVE A GREEN EQUIPMENT GROUND WIRE PULLED WITH POWER. H-12 750W WALL FORCED FAN HTR W/INTEGRAL T—STAT SET AT 40' MOUNT 12" AFF TYP SPRINKLER CLOSET O EMERGENCY BATTERY PACK EGRESS ILLUMINATION IS REQUIRED PER IBC 1003.2.11 OMANUAL FIRE ALARM PULL STATIONS ARE NOT REQUIRED PER IBC 907.3 SEE THIS DWG FOR FIRE ALARM LEGEND & RISER. OSEE ARCHITECTURAL DRAWINGS FOR SPRINKLER CLOSET LOCATIONS. FURNISH AND INSTALL 250OW FORCED FAN HEATER, CADET MODEL CC151 TW. 12OV. WITH FIXED T—STAT SET AT 40' F OWP GFI OUTLETS PROVIDED FOR A/C MAINTENANCE FOR COMPLIANCE WITH NEC SECT 210-63 (WITHIN 25' OF UNITS.) OMETER CENTER(S),AND PANEL "H", SEE DRAWING E-1 FOR BUILDING ENTRANCE AND SITE ORIENTA710P SEE DWG E-11 FOR BLDG. LOAD ANALYSIS & ONE —LINE DIAGRAM. OLIGHT FIXTURE MOUNTED ABOVE LANDING AT 3RD FLOOR AND ON BOTTOM OF THE LANDING FOR THE 1ST FLOOR OALL THE BREEZEWAY LIGHTING IS ROUTED TO PANEL "H" VIA PHOTO ELECTRIC CELL. EXCEPT FOR CKT 7 WHICH IS A 24 HR CIRCUIT. O8 ALL EMERGENCY LIGHTS ARE CONNECTED TO 24 HR. CKT 7. FIXTURE SCHEDULE EMERGENCY EXIT LIGHT, TWIN BEAM, 1.5 HOUR RESERVE, SELF ILLUMINATED WITH UNIVERSAL MOUNTING KIT, EMERGI—LITE IX-20 SERIES EMERGENCY EGRESS LIGHT, TWIN BEAM, 1.5 HOUR RESERVE, SEALED LEAD CALCIUM BATTERY WITH TEST AND CHARGE LIGHT, BROWN OUT PROTECTION, LTTHONIA QUANTUM ELM-2 ALL EMERGENCY EGRESS LIGHTS AND EXIT LIGHTS MUST BE RATED FOR USE OUTDOORS TO THE LOWEST DESIGN TEMPERATURE OF THE INSTALLED LOCATION. 84" TO BOTTOM OF FIXTURE. MOUNT EMERGENCY LIGHT ON OPPOSITE WALL FROM ALARM HORN. -t- SURFACE LIGHT, 2—PL9 FL LAMPS. DAMP LOCATION, LOW TEMPERATURE BALLAST RECESSED LIGHT, 2—PL9 FL LAMPS, DAMP LOCATION, LOW TEMPERATURE BALLAST -�— COACH LIGHT] 2—PL9 FL LAMPS, DAMP LOCATION, LOW TEMPERATURE BALLAST MOUNT 7'-6 AFG NOTE: FA SYSTEM SHALL BE DESIGNED TO ALLOW CHANGING THE UNIT MINI —HORNS TO HORN STROBES AND ADDING STROBE LIGHTS IN THE BATHROOM(S) PER IBC SECT. 907.9.1.3 FOR HC OCCUPANT. EQUIPMENT IN < ELEVATOR SHAFT FOR MAINT. I (TYp.) T BOTTOM 601 rSHAFrF 2 ELEV. ® ?.. � �" OP OF ; ® IRISNIFT z ELEVATOR PIT/EQUIPMENT ROOM N.T.S. ,■ 1 AREA OF VENT: 3.5X OF SHAFT AREA OR MIN. 3 SO. FT. AT TOP OF ELEVATOR SHAFTS. NORMALLY CLOSED, OPENS AUTOMATICALLY BY FIRE ALARMINITIATION OR LOSS OF POWER. CAPABLE OF MANUAL OPERATION AND RESET. ELEVATOR EQUIPMENT NOTES: Q PNL EL 60/2 SHUNT TRIP 120/240V 1 PH 1-20/1 CONVENIENCE OUTLET #12 1-20/1 LTG #12 1-20/2 SUMP PUMP #12 1-20/1 ELEV. LTG #12 1-30/2 M18YE(MINI SPLIT) 112 1-20/1 EXHAUST FAN (EF) #12 ®FUSED D/S PER ELEV. SPECS. LOCKABLE (3)WALL MOUNTED EXHAUST FAN, 150 CFM, ELECTRICALLY OPERATED SHUTTER, TO T-STAT SET AT 757. ®FRIEDRICH MU MODEL M18YE (S)LOCKABLE SWITCH FOR ELEV. 120V PWR. ®HEAT DETECTOR FOR AUTOMATIC RECALL, AT EVERY FLOOR ®FRIEDRICH CONDENSER UNIT MODEL M18YE IWG E-7 SEE DWG E-1 FOR ADDITIONAL BLDG LIGHTING SEE DWG E-7 FOR FIRE ALARM RISER DIAGRAM AND LEGEND is OF N• • .M..N.... HILLY R. PATTERS01 •N�Mf.N.•........ ••. 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WW �. S�edwpl t�— dI ��.—•--- � ._._. (03N 041 -'ed PeiipIGuJ rN) ADIo l algnoal �Ll�--- — WW }Inpuoo OAd Mti/£ appuJ olgDo 1punq Imp pe}ell eon) 0. N) Ap a I N wap iV �— — WW dool O-IS punoi6aepun 691/oZ �ZE9—xS ,I,HJINN INS= p4S Ae13 (11=13 pe}popea) OVA OZ 1 W�Em IOVa /M 13NVd ONIN0.11NOI MIM MW 3SnOH8nlO OOL9 1HOINI 1N311S and Said —�--�%I, :NO OVN — suwplV woH—JuJW n4S A913 —� I H IMO OVN - suuDW A/V -10ue}x3 S3 -- S S s io}aa}aa *mows JopuaoO i J0}0e}90 }paH v uol}p}S Ilnd — £ 3NOZ Jesu uI) 4o}IDS Mold i*jnuydS — Z 3NOZ 401IMS uedwpl — I. 3NOZ -19ma o}ny o} (Z) seun o01e1 IP910DUU00 we}sits (d0yd mop) jo}oe}ea *MowS ` SIN VIV(\A9dia I�I 11�jv Iv SNOISIA38 REVISIONS SEE DWG E-9 BUILDING - SECOND FLOOR 3/32" = 1'-0" TYP. FOR 3RD AND 4TH FLOORS EXCEPT AS NOTED r--------------L--------------r I------- --- ----------i BUILDIN 3/32" = 1'-0" I- - - - - - - - - - - - - - - - - -I SEE DWG E-1 FOR ADDITIONAL BLDG LIGHTING __ww►t1r ati r y BILLY PATTERSOP 42890 : ct MA L f N � v ^ Zd0' t0 n E w oo v 0 04 U C w z § 0 w a z c ° T w r ° O W La 0 a z M� ;n O n ° m c G Z � .. Q J Z M rn w M � U) z w I- Q w F- Q Q � w OW F- U J ° �C U. w F-- DATE 10-11-06 - IFP 12-11-06 - REV IFP FKBGP EQUENCE BB BB m - a SHEET NUMBER a n. E-8 8 ■i1T`e i � a cl CD v BUILDIN 3/32" = V-0" I/ r � � 3/32" = V-0" BUILDING - SECOND FLOOR 3/32" = V-0" Fd We" �*mw 9Alt t a m I / B2-UPPER / 1 / / / 132-UPPER / / / FLOOR (PARTIAL SEE DWG E-1 FOR ADDMONAL BLDG LIGHTING i r• ... . .huNqu t. !BILLY R. PATTERSON i f0NAL'E-M,r4 ♦� v N ^ � z 0I w N .- N %- v w w U '� � z O c •C C� W z° w �- o r 0 0 zLO � n ° O m Q00 O W M � v I z Lu Q w Q ~ O Q �- oC W oW J c) O U. w DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE JG JG BB S JG JG BB w GK BP - a SHEET NUMBER a a' E-9 1070 THE FACTORY APTS RADAKOR/HILL & FRANK O BUILDING - ROOF 3/32" = 1'-0" lV o CD o i 1 �T. REVISIONS _ _`osrrr\aa�i OF , BILL`( R. PATTERSON 42890If I �4+hs- AL ��Gr r� N n cl) z I 4 1 c0 to �� E w N v r- Op Cj v 0 u W U •� z E gg W z° w �- O o0 z NMI o° m /- as J pp O � N W M V / z w X W h QO F= cr- w oW J CU 0 <C w DATE 10-11 006 — IFP 12-11-06 — REV IFP LIGHTING CONTROL SEQUENCE JG JG - JG JG - GK - 2 - SHEET NUMBER d d E-1 0 S f�� U ONE LINE DIAGRAM - BLDG SECTION #1 (53) UNIT BUILDING SECTION #1 METER CENTER#1 TO TYP. APT, PANEL, 10 KAIC* SERVICE ENTRANCE MAIN CB 800/3 MCB, 42 KAIC* N3R XFMR �eeaea aaeaae ��e�ae� aeee'� a e e a a a a e a e a 120/208V, 3PH, 4W TYP. APT. METER W/ MCB* CENTER LINE MAX. 5'-6" MIN. 4'-6" COMMON GND #3/0 CU TO BLDG MTR CENTERS METAL WATER PIPE OR SPRINKLER #3/0 CU PER NEC 250.58 !� TO POWER CO. XFMR #4 CU CONDUITS BY EC CONDUCTORS BY POWER CO. �-- MIN.20'44 CU ENCASED WITH AT LEAST 2" 5/8"x8' COPPER OF CONCRETE LOCATED WITHIN AND NEAR GROUND ROD. THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING. PER 250.52 (A) (3) CONNECT TO REBAR. * - UL SERIES RATED FOR MAXIMUM AVAILABLE 42,000 AMPS FAULT CURRENT ALL EQUIPMENT SHALL BE APPROVED BY POWER COMPANY PRIOR TO ORDERING EQUIP. COMPLY WITH ALL POWER COMPANY SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT METERS, AND SE CONDUCTORS. PROVIDE PERMANENT PLAQUE OR DIRECTORY AT EACH SERVICE DISCONNECT PER NEC 230.2(E) FOR MULTIPLE SERVICE ENTRANCE DISCONNECTS, AT EACH DISCONNECT LOCATION DENOTING ALL OTHER DISCONNECTS SUPPLYING THE BLDG AND THE AREA SERVED BY EACH. ONE LINE DIAGRAM - BLDG SECTION #2 (54) UNIT BUILDING SECTION #2 METER CENTER#2 TO TYP. APT. PANEL, 10 KAIC* SERVICE ENTRANCE MAIN CB 1000/3 MCB, 42 KAIC* N3R XFMR 120/208V, 3PH, 4W �TYP. APT. METER W/ MCB* ���rGGG CENTER LINE MAX. 5 1 - 6 " MIN. 4'-6" COMMON GND 19 #3/0 CU TO BLDG MTR CENTERS METAL WATER PIPE OR SPRINKLER #3/0 CU PER NEC 250.58 TO POWER CO. XFMR 44 CU CONDUITS BY EC CONDUCTORS BY POWER CO. MIN.2044 CU ENCASED WITH AT LEAST 2" 5/8"x8' COPPER OF CONCRETE LOCATED WITHIN AND NEAR GROUND ROD. THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING. PER 250.52(A)(3) CONNECT TO REBAR. * - UL SERIES RATED FOR MAXIMUM AVAILABLE 42,000 AMPS FAULT CURRENT ALL EQUIPMENT SHALL BE APPROVED BY POWER COMPANY PRIOR TO ORDERING EQUIP. COMPLY WITH ALL POWER COMPANY SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT METERS, AND SE CONDUCTORS. PROVIDE PERMANENT PLAQUE OR DIRECTORY AT EACH SERVICE DISCONNECT PER NEC 230.2(E) FOR MULTIPLE SERVICE ENTRANCE DISCONNECTS, AT EACH DISCONNECT LOCATION DENOTING ALL OTHER DISCONNECTS SUPPLYING THE BLDG AND THE AREA SERVED BY EACH. aeaaao a e a e a a_:aa�� a e a e e a©a a aa NOTE: NEC SECTION 110.22 - ALL S.E. MAIN CIRCUIT BREAKERS/ TENANT BREAKERS/ PANEL BREAKERS ARE SERIES RATED. THE EQUIPMENT ENCLOSURE(S) SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING. THE MARKING SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIROMENT. MARKING SHALL BE READILY VISIBLE AND STATE THE FOLLOWING: "CAUTION - SERIES COMBINATION SYSTEM RATED --- AMPERES, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." NOTE: ALL BREAKER KAIC RATINGS SUBJECT TO CHANGE PER POWER CO. XFMR LAYOUT AND AVAILABLE FAULT CURRENT. UNIT LOADCENTERS/PANELBOARDS ********** UNIT Al LOADCENTER ************ ********** UNIT B1 LOADCENTER ************ ********** UNIT Cl LOADCENTER ************ 100 MLO, 120/208V, 1PH, 60HZ, 3W, 100 MLO, 120/208V, 1PH, 60HZ, 3W, 110 MLO, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 1 ------------------------------------------ SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 3 SMALL APPL #12 20/1 1500 3 SMALL APPL 412 20/1 1500 3 SPACE 5 SPACE 5 SPACE 5 REFRIGERATOR #12 20/1 1200 7 REFRIGERATOR #12 20/1 1200 7 REFRIGERATOR #12 20/1 1200 7 DISPOSAL #12 20/2 850 9 DISPOSAL 012 20/2 850 9 DISPOSAL 412 20/2 850 9. DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 11 DISHWASHER 412 -- 1200 11 MICROWAVE #12 20/1 1000 13 MICROWAVE 412 20/1 1000 13 MICROWAVE 412 20/1 1000 13 BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 AC 1.5 TON #12 15/2 2000 17,19 AC 1.5 TON #12 15/2 2000 17,19 AC 2.0 TON 412 20/2 3000 17,19 RANGE/OVEN-------#8- 40/2 10600 21,23 RANGE/OVEN #8 40/2 10600 21,23 RANGE/OVEN #8 40/2 10600 21,23 GENERAL LTG #12 20/1 1800 2 GENERAL LTG #12 20/1 1800 2 GENERAL LTG #12 20/1 1800 2 SPACE 4 GENERAL LTG #12 20/1 1800 4 GENERAL LTG #12 20/1 1800 4 SPACE 6 SPACE 6 SPACE 6 SPACE 8 SPACE 8 SPACE 8 LAUNDRY #12 20/1 1500 10 LAUNDRY 412 20/1 1500 10 LAUNDRY #12 20/1 1500 10 SPACE 12 SPACE 12 SPACE 12 AHU 5.0 KW #10 30/2 5000 14,16 AHU 6.0 KW 48 35/2 6000 14,16 AHU 8.0 KW #6 50/2 8000 14,16 DRYER #10 30/2 5000 18,20 DRYER #10 30/2 5000 18,20 DRYER 410 30/2 5000 18,20 WATER HEATER #10 30/2 4500 22,24 WATER HEATER #10 30/2 4500 22,24 WATER HEATER #10 30/2 4500 22,24 ****************************************** ****************************************** ****************************************** ********** UNIT A2 LOADCENTER ************ ********** UNIT B2 LOADCENTER ************ 100 MLO, 120/208V, 1PH, 60HZ, 3W, 100 MLO, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# SMALL APPL #12 20/1 1500 1 ------------------------------------------ SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 3 SMALL APPL 412 20/1 1500 3 SPACE 5 SPACE 5 REFRIGERATOR 412 20/1 1200 7 REFRIGERATOR 412 20/1 1200 7 DISPOSAL #12 20/2 850 9 DISPOSAL 412 20/2 850 9 DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 11 MICROWAVE #12 20/1 1000 13 MICROWAVE #12 20/1 1000 13 BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 AC 1.5 TON #12 15/2 2000 17,19 AC 2.0 TON 412 20/2 3000 17,19 RANGE/OVEN #8 40/2 10600 21,23 RANGE/OVEN #8 40/2 10600 21,23 GENERAL LTG 412 20/1 1800 2 GENERAL LTG #12 20/1 1800 2 SPACE 4 GENERAL LTG #12 20/1 1800 4 SPACE 6 SPACE 6 SPACE 8 SPACE 8 LAUNDRY #12 20/1 1500 10 LAUNDRY 412 20/1 1500 10 SPACE 12 SPACE 12 AHU 5.0 KW #10 30/2 5000 14,16 AHU 8.0 KW 48 45/2 8000 14,16 DRYER #10 30/2 5000 18,20 DRYER 410 30/2 5000 18,20 WATER HEATER #10 30/2 4500 22,24 WATER HEATER 410 30/2 4500 22,24 ****************************************** ****************************************** ********** UNIT A3 LOADCENTER ************ ********** UNIT B3 LOADCENTER ************ ********** UNIT C2 LOADCENTER ************ 110 MLO, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# SMALL APPL 412 20/1 1500 1 SMALL APPL 412 20/1 1500 3 SPACE 5 REFRIGERATOR 412 20/1 1200 7 DISPOSAL #12 20/2 850 9 DISHWASHER #12 -- 1200 11 MICROWAVE #12 20/1 1000 13 BATH GFI #12 20/1 1500 15 AC 2.0 TON 412 20/2 3000 17,19 RANGE/OVEN ------------------------------------------ 48 40/2 10600 21,23 GENERAL LTG #12 20/1 1800 2 GENERAL LTG #12 20/1 1800 4 SPACE 6 SPACE 8 LAUNDRY #12 20/1 1500 10 SPACE 12 AHU 8.0 KW #6 50/2 8000 14,16 DRYER 410 30/2 5000 18,20 WATER HEATER 410 30/2 4500 22,24 ****************************************** 100 MLO, 120/208V, 1PH, 60HZ, 3W, 100 MLO, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# ALL A/C BREAKERS SHALL BE HACR RATED. SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 1 INSTALL MOCP PER A/C NAMEPLATE. SMALL APPL #12 20/1 1500 3 SMALL APPL 412 20/1 1500 3 INSTALL 2-POLE BKR FOR COMMON RECEPTACLE SPACE 5 SPACE 5 USED FOR DW & DP. ALL WIRE TYPE NMC COPPER. REFRIGERATOR 412 20/1 1200 7 REFRIGERATOR 412 20/1 1200 7 ALUM PROHIBITED ON BRANCH CIRCUITS. DISPOSAL #12 20/2 850 9 DISPOSAL 412 20/2 850 9 INSTALL SER AND 220V CKTS IN SEPARATE DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 11 BUSHED OPENINGS. INSTALL 4W CKT AND MICROWAVE #12 20/1 1000 13 MICROWAVE #12 20/1 1000 13 RECEPTACLE RANGE AND DRYER. BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 INSTALL REFRIGERATOR RECEPTACLE AHEAD AC 1.5 TON #12 15/2 2000 17,19 AC 2.0 TON #12 20/2 3000 17,19 OF GFI PROTECTION. RANGE/OVEN #8 40/2 10600 21,23 RANGE/OVEN #8- 40/2 10600 21123 ------------------ --------- --- -------- - ---------- -------- ----------- --- ---- INSTALL AFCI FOR ALL BEDROOM CIRCUITS. GENERAL LTG #12 20/1 1800 2--- GENERAL LTG #12 20/1 1800 2--- SPACE 4 GENERAL LTG #12 20/1 1800 2 SPACE 6 SPACE 6 SPACE 8 SPACE 8 LAUNDRY #12 20/1 1500 10 LAUNDRY #12 20/1 1500 10 SPACE 12 SPACE 12 AHU 5.0 KW #10 30/2 5000 14,16 AHU 8.0 KW #6 50/2 8000 14,16 DRYER #10 30/2 5000 18,20 DRYER #10 30/2 5000 18,20 WATER HEATER #10 30/2 4500 22,24 WATER HEATER #10 30/2 4500 22,24 ****************************************** ****************************************** BUILDING LOAD ANALYSIS BUILDING LOAD ANALYSIS 120/208/3PH/3W BLDG QUAN TYPE VA VA DEMAND BLDG SECTION #1 - 53 UNITS BLDG 17 Al 30041 510697 3 A3 30242 90726 8 Bl 31244 249952 2 B2 33143 66286 3 4 9 1 C 3 67 38 36 1 C2 33677 134708 48 TOTAL 1088610 25% BLDG SECTION 42 - 54 UNITS BLDG 8 Al 30041 240328 4 A2 30170 120680 16 B1 31244 499904 2 B2 33143 66286 24 C1 33671 808104 TOTAL 1374294 25% KVA AMPS SE MCB 272.2 756 800/3 343.6 954 1000/3 * OPTIONAL CALCULATIONS -DEMAND FACTORS PER TABLE 220.84 NEC 2005 1 LOCAL CODES 1 MINIMUM #12 WIRE. NO ALUMINUM WIRING. REFRIGERATOR MUST HAVE SEPARATE CKT. MAXIMUM (10) OUTLETS PER CIRCUIT. ** VOLTAGE DROP LIMITATIONS UNIT TYPE Al/A2 SE LOAD(AMPS) *R(OHM/Kft) VD% MAX LENGTH 44 CU 91 0.321 3% 123 #3 CU 91 0.254 3% 156 #2 CU' 91 0.201 3% 197 #1 CU 91 0.160 3% 247 #1/0 CU 91 0.127 3% 311 #2/0 CU 91 0.101 3% 392 UNIT TYPE A3 SE : LOAD(AMPS)*R(OHM/Kft) VD% MAX LENGTH #4 CU. 92 0.321 3% 122 #3 CU 92 0.254 3% 154 #2 CU 92 0.201 3% 195 #1 CU 92 0.160 3% 245 #1/0 CU 92 0.127 3% 308 #2/0 CU 92 0.101 3% 387 UNIT TYPE B1 SE LOAD(AMPS) *R(OHM/Kft) VD% MAX LENGTH #4 CU 94 0.321 3% 119 #3 CU 94 0.254 3% 151 #2 CU 94 0.201 3% 191 #1 CU 94 0.160 3% 239 #1/0 CU 94 0.127 3% 302 #2/0 CU 94 0.101 3% 379 UNIT TYPE B2 SE LOAD(AMPS) *R(OHM/Kft) VD% MAX LENGTH #4 CU 100 0.321 3% 112 43 CU 100 0.254 3% 142 #2 CU 100 0.201 3% 179 #1 CU 100 0.160 3% 225 #1/0 CU 100 0.127 3%. 283 #2/0 CU 100 0.101 3% 356 UNIT TYPE B3 SE LOAD(AMPS) *R(OHM/Kft) VD% MAX LENGTH #4 CU 99 0.321 3% 113 #3 CU 99 0.254 3% 143 #2 CU 99 0.201 3% 181 #1 CU 99 0.160 3% 227 #1/0 CU 99 0.127 3% 286 #2/0 CU 99 0.101 3% 360 1' UNIT TYPE Cl/C2 PS) *R(OHM/Kft) VD% MAX LENGTH #3 CU 101 0.254 3% 140 #2 CU 101 0.201 3% 177 #1 CU 101 0.160 3% 223 #1/0 CU 101 0.127 3% 281 #2/0 CU 101 0.101 3% 353 * DIRECT -CURRENT RESISTANCE PER TABLE 8 NEC 2005 UNIT LOAD ANALYSIS OPTIONAL METHOD ARTICLES 215.2-5 & 220.1-80 NEC 2005 UNIT LOADS *********************************** *********************************** *********************************** UNIT Al LOAD ANALYSIS 472 SQ FT UNIT B1 LOAD ANALYSIS 623 SQ FT UNIT Cl LOAD ANALYSIS 932 SQ FT LIGHTING,3VA / SQ FT = 1416 LIGHTING,3VA / SQ FT = 1869 LIGHTING,3VA / SQ FT = 2796 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 4125 WATER HEATER @ 208V = 4125 WATER HEATER @ 208V = 4125 MICROWAVE = 1000 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 DISHWASHER = 1200 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 DRYER = 5000 DRYER = 5000 DRYER = 5000 SUBTOTAL = 26291 SUBTOTAL = 26744 SUBTOTAL = 27671 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16291 @ 40% = 6516 REMAINDER VA 16744 @ 40% = 6698 REMAINDER VA 17671 @ 40% = 7068 CENTRAL HEAT 5KW @65% @208V 2437 CENTRAL HEAT 6KW @65% @208V 2925 CENTRAL HEAT 8KW @65% @208V 3900 A/C 1.5 TON 2.OKW @ 100% = OMIT A/C 1.5 TON 2.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT TOTAL DEMAND = 18954 TOTAL DEMAND = 19623 TOTAL DEMAND = 20968 @120/208V, 1PH, 3W = 91 @120/208V, 1PH, 3W = 94 @120/208v, 1PH, 3W = 101 1"C W/ 3#4 CU SER ** = 100 1"C W/ 3#4 CU SER ** = 100 1.2511C W/ 3#3 CU SER ** = 110 TOTAL CONNECTED LOAD = 30041 TOTAL CONNECTED LOAD = 31244 TOTAL CONNECTED LOAD = 33671 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 110/2 *********************************** *********************************** *********************************** *********************************** *********************************** *********************************** UNIT A2 LOAD ANALYSIS 515 SQ FT UNIT B2 LOAD ANALYSIS 756 SQ F UNIT C2 LOAD ANALYSIS 934 SQ FT LIGHTING,3VA / SQ FT = 1545 LIGHTING,3VA / SQ FT = 2268 LIGHTING,3VA / SQ FT = 2802 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 4125 WATER HEATER @ 208V = 412 WATER HEATER @ 208V = 4125 MICROWAVE = 1000 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 DISHWASHER = 1200 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 DRYER = 5000 DRYER = 5000 DRYER = 5000 SUBTOTAL = 26420 SUBTOTAL = 27143 SUBTOTAL = 27677 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16420 @ 40% = 6568 REMAINDER VA 17143 @ 40% = 6857 REMAINDER VA 17671 @ 40% = 7068 CENTRAL HEAT 5KW @65% @208V 2437 CENTRAL HEAT 8KW @ 65% @208V 3900 CENTRAL HEAT 8KW @65% @208V 3900 A/C 1.5 TON 2.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT TOTAL DEMAND = 19006 TOTAL DEMAND = 20757 TOTAL DEMAND = 20968 @120/208V, 1PH, 3W = 91 @120/208V, 1PH, 3W = 100 @120/208V, 1PH, 3W = 101 1"C W/ 3#4 CU SER ** = 100 1"C W/ 3#4 CU SER ** = 100 1.2511C W/ 3#3 CU SER ** = 110 TOTAL CONNECTED LOAD = 30170 TOTAL CONNECTED LOAD - 3314 TOTAL CONNECTED LOAD = 33677. MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 100/ MAIN CIRCUIT BREAKER = 110/2 UNIT A3 LOAD ANALYSIS 539 SQ FT UNIT B3 LOAD ANALYSIS 666 SQ FT 1 LIGHTING,3VA / SQ FT = 1617 LIGHTING,3VA / SQ FT = 1998 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS./ CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 4125 WATER HEATER @ 208V = 4125 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 RANGE OVEN @208V = 8000 RANGE OVEN @208V = 8000 DRYER = 5000 DRYER = 5000 ** MINIMUM: SEE VOLTAGE DROP SUBTOTAL = 26492 SUBTOTAL = 26873 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD LIMITATIONS. 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16492 @ 40% = 6597 REMAINDER VA 16873 @ 40% = 6749 CENTRAL HEAT 5KW @65% @208V 2437 CENTRAL HEAT 8KW @65% @208V 3900 A/C 1.5 TON 2.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT TOTAL DEMAND = 19034 TOTAL DEMAND = 20649 @120/208V, 1PH, 3W = 92 @120/208V, 1PH, 3W = 99 111C W/ 3#4 CU SER ** = 100 1"C W/ 3#4 CU SER ** = 100 TOTAL CONNECTED LOAD = 30242 TOTAL CONNECTED LOAD = 32873 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 100/2 *********************************** *********************************** UNIT ONE'LINE DIAGRAM TYPICAL UNITS -= A/C UNIT _ _ OOF �� DECKING SEALTIGHT CONNECTION. MAX 6' LONG ROOF PENETRATION BY APPROVED SPECIALIST F SEE LOADCENTER SCHEDULE TYP. APT PANEL SEE LOADCENTER 04 FCU SCHEDULE T TO METER CENTER GROUNDING NOTE: 250.64(C) CONTINUOUS - THE GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT EXCEPT AS PERMITTED IN (1) THROUGH (4): (1) SPLICING SHALL BE PERMITTED ONLY BY IRREVERSIBLE COMPRESSION -TYPE CONNECTORS LISTED AS GROUNDING AND BONDING EQUIPMENT OR BY THE EXOTHERMIC WELDING PROCESS. (2) SECTIONS OF BUSBARS SHALL BE PERMITTED TO BE CONNECTED TOGETHER TO FORM A GROUNDING ELECTRODE CONDUCTOR. (3) BONDING JUMPER(S) FROM GROUNDING ELECTRODE(S) SHALL BE PERMITTED TO BE CONNECTED TO AN ALUMINUM OR COPPER BUSBAR NOT LESS THAN (1/4" X 2"). THE BUSBAR SHALL BE SECURELY FASTENED AND SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. CONNECTIONS SHALL BE MADE BY A LISTED CONNECTOR OR BY THE EXOTHERMIC WELDING PROCESS. (4) WHERE.ALUMINUM BUSBARS ARE USED, THE INSTALLATION SHALL COMPLY WITH 250.64 (A) . i�"s, I A - ILLY R. PATTER S01 p 42890 •`cr, 4r x, 'per •• h jZ N h Z I tD d0- co h E N vv � v W C W L d Z L0. c ♦R T c c ° w �- 0 � Q G 0 Nt T ° O tr hh a. Z J M 0 Z (7 ) W cr � M V J F- Z W T QW H O W O w F_ U J J ° Q LL W T F_ DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE SHEET NUMBER o�. Jd J E-1 1 8 m HOUSE SCHEDULES BLDG - PANEL H **************** *************BLDG- PANEL A****************** *******************PANEL C******************* 200A MCB, 120/208V, 3PH, 4W 150A MCB, 120/208V, 3PH, 4W 1 150 MCB, 120/208V, 1PH, 60HZ, 3W, 10KAIC, FLUSH N3R MOUNTED 10KAIC, FLUSH N3R MOUNTED 10KAIC, FLUSH N3R MOUNTED ISOLATED NEUTRAL, GROUND BUS, 42 CKT ISOLATED NEUTRAL, GROUND BUS, 42 CKT ISOLATED NEUTRAL, GROUND BUS, 30 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# CORRIDOR LTG CKT* 412 20/1 1200 1 A/C 1.5 TON #12 15/2 2000 CORRIDOR LTG CKT* #12 20/1 1200 3 A/C 1.5 TON #12 15/2 2000 5,7 LIGHTING #12 20/1 1800 1 CORRIDOR LTG CKT* 412 20/1 1200 5 A/C 1.5 TON #12 15/2 2000 9,11 INSTA HOT WH #10 30/1 2400 3 CORRIDOR LTG CKT* #12 20/1 1200 7 A/C 1.5 TON #12 15/2 2000 13,15 COMPUTER CKT #12 20/1 1200 5 CORRIDOR LTG CKT* #12 20/1 1200 9 A/C 2.5 TON 410 30/2 4000 17,19 A/C 1.5 TON #12 15/2 2000 7,9 CORRIDOR LTG CKT* 412 20/1 1200 11 A/C 2.5 TON #10 30/2 4000 21,23 A/C 4.0 TON #10 50/2 5700 11,13 CORRIDOR LTG CKT* 412 20/1 1200 13 A/C 2.5 TON #10 30/2 4000 25,27 SPACE 15 CORRIDOR LTG CKT* #12 20/1 1200 15 A/C 2.5 TON #10 30/2 4000 31,33 SPACE 17 OUTSIDE LTG CKT**#12 20/1 1200 17 SPACE 35 SPACE 19 OUTSIDE LTG CKT**#12 20/1 1200 19 SPACE 37 SPACE 21 OUTSIDE LTG CKT**#12 20/1 1200 21 SPACE 39 SPACE 23 OUTSIDE LTG CKT**#12 20/1 1200 23 SPACE 41 SPACE 25 9.8 HP ELEVATOR #6 60/3 11088 25,27,29 -`------------------------------------------ SPACE 27 SPACE 31 AHU 6.0 KW # 8 35/2 6000 2,4 SPACE 29 SPACE 33 AHU 6.0 KW # 8 35/2 6000 6,8 -------------------------------------------- SPACE 35 AHU 6.0 KW # 8 35/2 6000 10,12 RECEPTACLES #12 20/1 1200 2 SPACE 37 AHU 6.0 KW # 8 35/2 6000 14,16 RECEPTACLES #12 20/1 1200 4 SPACE 39 AHU 8.0 KW # 8 45/2 8000 18,20 GFI RECEPTACLES #12 20/1 1200 6 SPACE 41 AHU 8.0 KW # 8 45/2 8000 22,24 AHU 6KW @208V #8 35/2 6000 8,10 ---------------------------------------- AHU 8.0 KW # 8 45/2 8000 26,28 FAX/PRINTER #12 20/1 450 12 CORRIDOR RECEPT 410 20/1 1200 2 AHU 8.0 KW # 8 45/2 8000 30,32 COPIER #12 20/1 450 14 CORRIDOR RECEPT #10 20/1 1200 4 SPACE 34 AHU 20.0 KW #6 60/2 20000 16,18 CORRIDOR RECEPT #10 20/1 1200 6 SPACE 36 -- #6 60/2 -- 20,22 CORRIDOR RECEPT #10 20/1 1200 8 SPACE 38 SPACE 24 RECEPT GFI CKT #12 20/1 1200 10 SPACE 40 SPACE 26 RECEPT GFI CKT #12 20/1 1200 12 SPACE 42 SPACE 28 FACP*** #12 20/1 750 14 ____________________________________________ SPACE 30 TEL.CKT 412 20/1 1200 16 ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWIS TEL.CKT #12 20/1 1200 18 ********************************************* ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISE VENDING #12 20/1 1500 20 ******************************************** VENDING 412 20/1 1500 22 ***********.**BLDG- PANEL Al***************** *** ** ** ** ** ** PANEL P ** ** ** ** ** ** SPACE 1 100A MCB, 120/208V, 3PH, 4W 100 MCB, 120/208V, 1PH, 3W SPACE 26 10KAIC, FLUSH N3R MOUNTED 10KAIC, SURFACE N3R MOUNTED SPACE 28 ISOLATED NEUTRAL, GROUND BUS, 30 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT 30 LOAD WIRE BKR WATTS CIR# CORRIDOR RECEPT 412 20/1 1200 ,34 36 _________________________________________ A/C 1.5 TON #12 15/2 2000 1,3 LOAD WIRE BKR WATTS CIR# EXH FANS 410 20/1 1000 38 A/C 1.5 TON #12 15/2 2000 5,7 POOL PUMP #8 50/2 5000 1,3 SPACE 40 A/C 1.5 TON 412 15/2 2000 9,11 POOL PUMP #8 50/2 5000 5,7 SPACE 42 A/C 1.5 TON #12 15/2 2000 13,15 POOL LTG,GFI,PEC**#12 20/1 950 9 ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISE SPACE SPACE 17 19 POOL RECEP GFI SPACE #12 20/1 950 11 ********************************************* SPACE 21 SPACE 13 15 **************** PANEL EL ******************* SPACE 23 SPACE 17 60 MCB, 120/208V, 1PH, 60HZ, 3W, SPACE 25 SPACE 19 22KAIC, SURFACE MOUNTED N-1 SPACE 27 SPACE 21 ISOLATED NEUTRAL, GROUND BUS, 24 CKT SPACE -------------------------------------------- 29 SPACE 23 LOAD WIRE BKR WATTS CKT# AHU 8.0 KW #8 45/2 8000 2,4 -------------------------------------------- POOL LTG GFI 412 20/1 1200 2 RECEPTACLES #12 20/1 360 1 AHU 8.0 KW #8 45/2 8000 6,8 GFI OUTLETS 412 20/1 1200 4 LIGHTING #12 20/1 32 2 AHU 8.0 KW #8 45/2 8000 10,12 SPACE 6 AHU 8.0 KW #8 45/2 8000 14,16 SPACE 8 SUMP PUMP 412 20/2 1500 3,5 SPACE 18 SPACE 10 ELEV LIGHTING #12 20/1 100 4 SPACE 20 SPACE 12 EXHAUST FAN 412 20/1 200 6 SPACE 22 SPACE 14 MINI SPLIT SYSTEM 412 20/2 1600 7,9 SPACE 24 SPACE 16 If IT #12 20/1 8-24 SPACE 26 SPACE 18-24 ___________________________________________' SPACE 28 - TOTAL CONNECTED = 21A SPACE 30 TOTAL CONNECTED = 72A ALL WIRE THWN CU ALL CKTS 1/2"C UNO. POOL EQUIPMENT/WIRING UNDER SEPARATE PERMIT ALL WIRE THWN, CU, #12 UNLESS NOTED OTHERWISE ALL WIRE THWN, CU, 412 UNLESS NOTED OTHERWISE * 24HR CKT, #10 HOMERUNS ** VIA PHOTO CELL & HOA OVERRIDE *** LOCK ON BREAKER EXTERIOR LTG CLUB- ONE LINE DIAGRAM, 120/208V, 3PH, 4W PHOTO ELECTRIC CELLS (PEC) LOCATED @ MECH.ROOM#1 LOCATED MECH.ROOM#2 1"C,4#6 & 1#10G CU 0 ** MD 600A PNL H PNL EL SHUNT TRIP PNL A PNL C PNL P PNL Al 200/3 1 60/2 60/3 9.8HP150/3 150/2 100/2 100/3 ELEV CONTROLER #3/0 CU 30.8 FLA 10KAIC METAL WATER PIPE OR SPRINKLER MIN.2044 CU ENCASED WITH AT LEAST 21— OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING. PER 250.52(A)(3) CONNECT TO REBAR. VERIFY NAMEPLATE/ MFG'S SPECS ON ALL MOTORS PRIOR TO ORDERING EQUIPMENT ** SHUNT TRIP BREAKERS REQUIRED FOR ELEVATORS IF ELEVATOR SHAFT OR ELEVATOR EQUIP. IS SPRINKLERED MDP,600A MCB, N-3R, 42 KAIC, SE RATED FEEDER SCHEDULE: 1 4#1/0 & 1#6G CU PNL A 150/3, 2"C, o METER PNL Al 100/3, 1-1/4"C, 4#2 & 1#8G CU(VDL; CAN PNCT L C 150/2, 2"C, 3#1/0 & 1#6G CU 600A � PNL P 100/2, 1-1/4"C, 3#3 & 1#8G CU • PNL ELEV 60/2, 1-1/4"C, 3#4, 1#10G(VDL) ALL WIRE THWN COPPER ALL FUSES TYPE JJN --- #4 CU •�► ;J i.10 TO PWR. CO XFMR CONDUCTORS TO CT CAN BY POWER CO. 5/8"x8' COPPER GROUND ROD. NOTE: ALL BREAKER'KAIC RATINGS SUBJECT TO CHANGE PER POWER CO. XFMR LAYOUT AND AVAILABLE FAULT CURRENT. BLDG PNL LOAD ANALYSIS BLDG - PNL H LOAD ANALYSIS CORRIDOR=*15280 SQ FT @ .5VA PER SQ FT764OW X 125% = 955OW (1) WALL PACK LGHT @175W EA 175W X 125% = 219W (19)WALL PACK LGHT @100W EA 190OW X 125% = 2375W (24)RECEPTACLES @ 180W EACH 4320W X 100% = 4320W 2 T 1 o - p (3) VENDING @ 1500 KW EA 450OW X 100% = 450OW (1) PNL EL 4263W X 100% = 4263W (1) 9.8HP ELEVATOR 11088W X 125% = 13860W EXH FANS 1000W X 100% = 1000W FACP 750W X 100% = 750W TOTAL Q120/208V 3PH,4W 42487W = 119A BLDG - PNL A LOAD ANALYSIS (4) A/C 1.5 TON = OMIT (4) A/C 2.5 TON = OMIT (4) AHU @ 6 KW @208V 18000W X 100% = 18000W (4) AHU @ 8 KW @208V 24000W X 100% = 24000W TOTAL @120/208V,3PH,4W 42000W = 117A BLDG - PNL Al LOAD ANALYSIS (4) A/C 1.5 TON. = OMIT (4) AHU @ 6 KW @208V 18000W X 100% = 18000W TOTAL @120/208V,3PH,4W 18000W = 50A PA EL C OF I S) QUAN DESCRIPTION TOTAL WATTS OFFICE AREA, 365 SQ FT LIGHTING, 3VA/SQ FT @125% 1095W X 125% = 1369W (10) RECEPTACLES @ 180VA 180OW X 100% = 180OW (1) 2.4KW INSTA HOT WATER HEATER 240OW X 100% = 240OW (1) FAX/PRINTER CKT 450W X 100% = 450W (1) COPIER 450W X 100% = 450W (1) COMPUTER CIRCUIT 120OW X 100% = 120OW (1) 1.5 TON A/C = OMIT (1) 6KW ELEC AHU'S @208V 450OW X 100% = 450OW (1) MAIL ROOM CKT 120OW X 100% = 120OW (1) A/C 4.0 TON = OMIT (1) AHU @ 20 KW @208V 15000W X 100% = 15000W TOTAL @120/208V,1PH,3W 28369W = 136A LOAD CALCULATIONS PER NEC 2005 ART 15.2- & 22 .1-8 *LTG DEMAND FACTOR PER NEC 220.12 NEC 2005 PANEL P (2) POOL PUMPS @ 5000VA = 10000 POOL LTG = 3750 TOTAL = 13750 25% LARGEST MTR = 1250 TOTAL NEC DEMAND = 15000 @120/208V, 1PH, 3W = 72A PANEL EL *150 SQFT X 1/2VA/SQFT 75 ACTUAL LTG 182 LARGER TAKEN @ 125% 228 (2) CONV. OUTLET 360 (1) SUMP PUMP 1500 EXHAUST FANS 200 (1) MINI SPLIT SYSTEM 1600 TOTAL 3888 25% LARGEST MTR 375 TOTAL NEC DEMAND 4263 @120/208V,1PH 21A *LTG DEMAND FACTOR PER NEC 220.3(A) 1 LOCAL CODES 1 MINIMUM #12 WIRE. NO ALUMINUM WIRING. REFRIGERATOR MUST HAVE SEPARATE CKT. MAXIMUM (10) OUTLETS PER CIRCUIT. GROUNDING NOTE: 250.64(C) CONTINUOUS - THE GROUNDING ELECTRODE CONDUCTORS) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT EXCEPT AS PERMITTED IN (1) THROUGH (4): (1) SPLICING SHALL BE PERMITTED ONLY BY IRREVERSIBLE COMPRESSION -TYPE CONNECTORS LISTED AS GROUNDING AND BONDING EQUIPMENT OR BY THE EXOTHERMIC WELDING PROCESS. (2) SECTIONS OF BUSBARS SHALL BE PERMITTED TO BE CONNECTED TOGETHER TO FORM A GROUNDING ELECTRODE CONDUCTOR. (3) BONDING JUMPERS) FROM GROUNDING ELECTRODES) SHALL BE PERMITTED TO BE CONNECTED TO AN ALUMINUM OR COPPER BUSBAR NOT LESS THAN (1/4" X 2"). THE BUSBAR SHALL BE SECURELY FASTENED AND SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. CONNECTIONS SHALL BE MADE BY A LISTED CONNECTOR OR BY THE EXOTHERMIC WELDING PROCESS. (4) WHERE ALUMINUM BUSBARS ARE USED, THE INSTALLATION SHALL COMPLY WITH 250.64 (A) . REVISIONS —�� A OF BILLY R. PATTER SOP 42890 o + ti p• �►; ems' C�ST�.'�� ���",i Ii N rn z �, - co r E W 00 04 v 00 v J �► W z� 0 d c 0 'R w z c E a W O � Q c O Z M O��a m 0j G Z � .. J Q J � N Q 1 W M V ) F— Z W Cn X QW F- n' o ry� LL W O w F J J U ° Tw F— DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE SHEET NUMBER a a E-1 2 8 O— y 1 2 T T 5 67 8 T GARAGE - LEVEL 3,E4 1/8" = V-0" r X W�.vv.v• V �1% wwvly .VN 1 BILLY R. _ 42890 CISis NA 2-7-0 n lot ^� h E O W co ao v 6 LW z ' R W z E W O � i 0. z NL to v � r m Q W N U) z W W C- o < 0 rr w tJ W J J U ° <C u- W F-- DATE 10-11-06 — IFP GAR. REVISED PER OWNER CONTROL SEQUENCE — — BB rr BB SHEET NUMBER a m GE-2 13 o� a�- S 1 9 T 9 � y CD J � n 1 T T 4 T 6�8 7 8 T i ARAGE - LEVEL 5 = 1'-0° F REVISEDOWNER REVISIONS 21 02.06.07 PER OWNER i Blfr�.Y R.�PA ~....•�.: ,,....LLY..,,..... A TTERSOM ':, % 42890 2-7-0' N n n I � z -- l_ W OD N v N v v e W z0 LL. ♦ � W z E ui �- a O i O Zto uj .8 a P,° n m Q o � Syr W F - 1FP CONTROL SEQUENCE - - BB - - BB a SHEET NUMBER a d GE-3 S t j T O V O - � v CD (-A D 00 n i ARAGE - LEVEL 6 7 1'-0" LEVEL REMOVED PER OWNER OF �• Nr • ri..lrrr. o�.-�r� iBELL;Y R:..PATTERSON; . t #,4# AL V 2-7-0' rR V CN4 n n Q � E W N �- 00 C-4 V UJ U �� z C •C W 'L7 V z° c uj o a r ❑ Ll C N z to a � n m c J QOD O W {u. ) z w W Q F- CL o �C F- or W oW J V O Q U. WT 1 F — IFP CONTROL SEQUENCE - - BB ca - - BB W — — a SHEET NUMBER a 0 GE-4 GARAGE- ONE LINE DIAGRAM; 120/208V, 1 PH, 3W PHOTO ELECTRIC CELL (PEC) EXTERIOR .LTG • METER MDP C�.N •e• 200A � • 200A G1 PNL 200/3 #3/0 CU METAL WATER PIPE OR SPRINKLER MIN.20'#4 CU ENCASED WITH AT LEAST 2" OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING. PER 250.52(A)(3) CONNECT TO-REBAR. PLOAD ANALYSIS G1 (LTG) CRIPTION VA AGE='83640 SQ FT *SQ FT=.83640@ 1/2VA 41820 (7) WALL PACK LTG @ 10OW EA 700 (1) WALL PACK LTG @ 175W EA 175 LTG @ 1250 53369 (10) CONV. OUTLETS @ 180VA 1800 (3) ENTRY /EXIT GATE 6000 (1) CARD READER 1200 TOTAL NEC DEMAND 62369 @ 120/208V/3PH,4W 174A LOAD CALCULATIONS PER NEC 2005 ART 215.2-5 & 220.1-80 *LTG DEMAND FACTOR PER NEC 220.12 NEC 2005 MDP,200A MCB, N-3R, 42 KAIC, SE RATED FEEDER SCHEDULE: G1 PNL 200/3, 2-1/2"C, 4#3/0 & 1#6 G ALL WIRE THWN COPPER,EMT W/ WATERTIGHT CONNECTORS _2-1%2"C_ 4#3/0 CU #4 CU TO PWR CO XFMR 5/8"x8' COPPER GROUND ROD. G1 PANELBOARD G1****************************************** 200 MLO, 120/208V, 3PH, 60HZ, 4W, 22 KAIC, SURFACE MOUNTED N3R ISOLATED NEUTRAL, GROUND BUS, 42CKT BKR WATTS CKT# LOAD WIRE BKR WATTS CKT# LOAD WIRE LIGHTING C) #12 20/1 2770 1 LIGHTING(j) #12 20/1 2770 2 LIGHTING C) #12 20/1 2770 3 _ LIGHTING (j> #12 20/1 2770 4 LIGHTING(j) #12 20/1 2770 5 LIGHTING C) #12 20/1 2770 6 LIGHTING C) #12 20/1 2770 7 LIGHTING( #12 20/1 2770 8 LIGHTING(j) 412 20/1 2770 9 LIGHTING(j) #12 20/1 2770 10 LIGHTING #12 20/1 2770 11 LIGHTING #12 20/1. 2770 12 LIGHTING (D #12 20/1 2770 13 LIGHTING 412 20/1 2770 14 LIGHTING® #12 20/1 2770 15 LIGHTING ® 412 20/1 2770 16 LIGHTING #10 20/1 2770 17 LIGHTING m 410 20/1 2770 18 LIGHTING 410 20/1 2770 19 LIGHTING(Z) #10 20/1 2770 20 OUTSIDE LTG® #10 20/1 2770 21 OUTSIDE LTG® #10 20/1 2770 22 GFI RECEPTACLE #12 20/1 1200' 23 CARD READER #12 20/1 1200 2A GFI RECEPTACLE #12 20/1 1200 25 ENTRY/EXIT GATE #10 30/2 2000 26;28 GFI RECEPTACLE #12 20/1 1200 27 ENTRY/EXIT GATE #10 30/2 2000 30,32 GFI RECEPTACLE #12 20/1 1200 29 ENTRY/EXIT GATE #10 30/2 2000 34,36 SPACE . 31-41 SPACE 38-42 ------------------------------------------ ------------------------------------------ TOTAL DEMAND = 64A ALL WIRE THWN CU ALL CKTS 1/2"C UNO. ALL CKTS 1/2"C UNO. ALL WIRE THWN CU 024 HR CKT ® VIA PEC NOTE: ALL ELECT, WORK TO BE SUBJECT TO BUILDING INSPECTIONS. NOTE: ALL SERVICES SHALL BE IDENTIFIED WITH A PERMANENT PLAQUE @EACH SERVICE PER NEC 230.2 r11ALL CONDUCTORS TO BE TYPE THWN, IN EMT RACEWAYS DRY CONCEALED AREAS. REVISIONS 2&02.06.07 REV PER CUEN' ��.,..*►wt* a%11 �= CIF `�' N• • w.wh•..t.r.• r BILLY 1••.yL• PATTERSON �'• M�K•tM.I M-w h •••t•Yw••N 2-7-0, ti � t"'J N i r, � ", z E 00 U W 0 o w v V z c E ui O r- Q w o (10z � O a M P a m J Q _! I LL N a W M 2 V J F— z W EC W o Q F- F- tr W oW J J O LL W mr DATE 10-11-06 - IFP CONTROL SEQUENCE BP SHEET NUMBER a GE-5 1070 THE FACTORY APTS aAM A w w ai .r4 THE FACTORY APARTMENTS - 1070 Drawing Contents Scale M-1.1 Mechanical Site Plan 1"=50' M-1.2 Mechanical'Specifications & Details NTS M-2 Mechanical Plans - Unit Al, A2 1/4" M-3 Mechanical Plans - Unit A3, Bl, B2 1/4" M-4 Mechanical Plans - Unit B3, C 1/4" M-5 Mechanical Plans - Office, Atrium 1/4" M-6 Mechanical Plans - Building 1st Floor 3/32" M-7 Mechanical Plans - Building 1st Floor 3/32" M-8 Mechanical Plans - Building 2nd, 3rd, 4th Floors 3/32" M-9 Mechanical Plans - Building 2nd, 3rd, 4th Floors 3/32" M-10 Mechanical Plans - Building Roof 3/32" E-1.1 Electrical Site Plan 1"=50' E-1.2 Electrical Specifications & Details NTS E-2 Electrical Plans - Unit Al, A2 1/4" E-3 Electrical Plans - Unit A3., B1, B2 1/4" E-4 Electrical Plans - Unit B3, C 1/4" E-5 Electrical Plans - Office, Atrium 1/4" E-6 Electrical Plans - Building 1st Floor 3/32" E-7 Electrical Plans - Building lst Floor 3/32" E-8 Electrical Plans - Building 2nd, 3rd, 4th Floors 3/32" E-9 Electrical Plans - Building 2nd, 3rd, 4th Foors 3/32" E-10 Electrical Plans - Building Roof 3/32" E-11 Electrical Plans = Load -Calculations & One Line Diagrams NTS E-12 Electrical Plans - Load Calculations & One Line Diagrams NTS GE-1 Electrical Plans - Garage Level 1, 2 1/8" GE-2 Electrical Plans - Garage Level 3, 4 1/8" GE-3 Electrical Plans - Garage Level 5,6 1/8" GE-4 Electrical Plans - Garage Level 6,7 1/8" GE-5 Electrical Calcs - Garage NTS P-1.1 Plumbing Site Plan 1"=50' P-1.2 Plumbing .Specifications & Details NTS P-2 Plumbing -Plans - Unit Al, A2 1/4" P-3 Plumbing Plans - Unit A3, B1, B2 1/4" P-4 Plumbing Plans - Unit B3, C 1/4" P-5 Plumbing Plans - Office, Atrium 1/4" P-6.1 Plumbing Plans - Building 1st Floor - Sanitary Sewer 3/32" P-6.2 Plumbing Plans - Building 1st Floor - Domestic Water 3/32" P-7.1 Plumbing Plans - Building 1st Floor - Sanitary Sewer 3/32" P-7.2 Plumbing Plans - Building 1st Floor - Domestic Water 3/32" P-8 Plumbing Plans - Building 2nd, 3rd, 4th Floors - Sanitary Sewer 3/32" P-9 Plumbing Plans - Building 2nd, 3rd, 4th Floors - Sanitary Sewer. 3/32" P-10 Plumbing Plans - Building Roof 3/32" P-11 Plumbing Plans - Riser diagrams NTS P-12 Plumbing Plans - Riser diagrams NTS P-13 Plumbing Plans - Riser diagrams NTS GP-1 Plumbing Plans - Garage Level 1, 2 1/8" GP-2 Plumbing Plans - Garage Level 3, 4 1/8" GP-3 Plumbing Plans - Garage Level 5,6 1/8" GP-4 Plumbing Plans = Garage Level 6,7 1/8" GP-5 Plumbing Plans - Garage Risers NTS Updated 10/11/06 • WPION. College Main SITE PLAN 1 " = 40'-0" REVISED FOR NEW SITE LAYOUT PER ARCH; (GARAGE SHIFT) i Cn N O U COLLEGE STATION, TEXAS 1. ENFORCED CODES: 2003 IBC; 2003 IRC; 2003 IMC; 2003 IPC; 2003 IFC; 2003 IFGC; 2002 NEC; 2003 IECC; 2003 NFPA 101 LIFE SAFETY CODE; ALL WITH CITY AMENDMENTS. SITE PLAN FOR REFERENCE ONLY SEE 1/8' DWGS FOR SANITARY SEWER AND DOMESTIC WATER LAYOUTS SEE CIVIL DWGS FOR SITE UTILITIES REVISIONS N 02.06.07 PER CITY COMM .' BlLLY R. PATTERSON; 2890 TE 2-7-0' N 0) h z g(0 Cr. W �00 0 " W Z li �xt d c •FT O E` W zo C W �- O W 0 0 Z Q OOG M i`� - Q J O � I W M � DATE 10-11-06 - I FP . CONTROL SEQUENCE - JG - JG GK BP/GK - . SHEET NUMBER d nx P II,.•V�I 'V ,� VVI,.V.V SldV AM013VA 3H1 OLOL A 3. 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I 0 i _ o _ W WFU: 7.87771 UNIT A3 1/4" = 1'-0" WFU: 7.8 UNIT B1 1/4" = 1'-0" 1/2-CW TO WC VALVE 1 /2-HW 1 /2-CW 8 UNIT B2 - SECOND FLOOR 1/4" = 1'-0" 1 /2"CW UP/DN 1 /2-CW 1/2-H&C UP/DN 1 /2-HW UP 1 /2-CW UNIT B2 - FIRST FLOOR 1/4" = 1'-0" 1/2-H&C DOWN WALL TO WASHER BOX. UP FROM HEATER S � � f �• N• • •M.wN.w••..ww• l! BILLY R. PATTERS(- M.ww�••ftNf. M.. •.w.w•1 wRM.MNw.MNw. /ST '. t` x N v � � z 0i W N " N �- v W � W z E W �- w z _M n ° o m c G Z � .. J Q J zI � cc W M VJ F— z W 5 W Q F a. 2 Q 0 E_ cc W oW (_ J I— J O Q LL W r F- DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE c - JG BB JG/LM JG BB GK GK - W a mmmmod SHEET NUMBER oa. P-3 mF S Q� V 1070 THE FACTORY APTS RADAKOR/HILL & FRANK REVISIONS 0- 1 /2"CW TO WC 1 /2"CW 1 /2"HW UNIT C2 1/4" = 1'-0" 1/2"CW r 1 /2"HW —1 /2"CW 'TER TUBVALVE 1/2"C% TO WC 1/2"HW 1 /2"CW 3/4" HEATER, 1 UNIT 133 1/4" = 11-0" UNIT Cl 1/4" = 1'-0" 2"CW 1 /2"HW 1 /2"CW OF its .0 1 ;w N• • .M.wN•w.• ± ,� BILLY R. PATTERSONw. t ww.•w Mf•NNY.. •.w.w.•�•MMw� / fit• 42890 &QrO Ij+'�/STIR.%�# 10;}t$/01ALw�� N h h h � z �o _ 0�'R h E Ill v " v W C z � W z E w 0 o 0. a z DMZ o h ° m c J <C 00 _.I 0 W M � VJ F_ Z w Cn Q I— C- 2 Q 0 � W oW F— J I— J U o <C W I - DATE 10-11-06 — IFP 12-11-06 — REV IFP FJG/JA SEQUENCE BB BB — a SHEET NUMBER a no m P-4 REVISIONS O RETURN AIR DUCT WITH FULL 90 ELBOW TO UNIT FOR NOISE SUPRESSION. C�2 OUTSIDE AIR DUCT, SEE A/C SCHEDULE FOR SIZE AND CFM. Q3 PLATFORM MOUNTED FCU, SEE A/C SCHEDULE FOR SIZE. ® FULLY ADJUSTABLE DAMPER FOR OAD. CLASS B DOUBLEWALL GAS FLUE, VTR. © COMBUSTION AIR DUCTS, 12" HI—LO. SEE DWG P-7.1 AND P7.2 FOR PLUMBING ��,.,•�+.tir as a a OF 411,411,,'••4iy1 p` 1 !BILLY R PATTERSON gr 42890 N r Z I j .d- ,.` rZ E Wao � c°� w w U '� z � OW z ° w r o o uj 0 0 z M Oit r m J J � rr N Q W rM 2 U) 1 z uj cr. w Q W C o Q 0 � W O W F— U ° �C U. W f-- DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE — JG BB JG JG 8B GK — — a SHEET NUMBER �a P-5 8 REVISIONS BUILDING -FIRST FLOOR EQUIPMENT IN ELEVATOR SHAFT 3/32" = 1'-0" FOR MAINT. (Ty'-) AREA OF VENT. 3.5X OF SHAFT AREA OR MIN. 3 SQ. FT. AT TOP OF ELEVATOR SHAFTS. NORMALLY CLOSED, OPENS AUTOMATICALLY BY FIRE ALARM INITIATION OR LOSS OF POWER. -AT BOTTOM t' CAPABLE OF MANUAL OPERATION AND RESET. OF SHAFT t••:� s ELEV. AT TOP OF �'`S 2 171 i i J , M '+' ._ I .�UMPJ �..,.,,..41"buMP "-- ELEV. PNL a0 • R.EV" z -- ' 30/2 0 ® TO PNL H CKT # 32.34 ELEVATOR PIT/EQUIPMENT ROOM N.T.S. ELEVATOR EQUIPMENT NOTES: ©PNL EL 60/2 SHUNT INVENIENCEOUTLET#12 1 PH 1-20/1 CO 1-20/1 LTG #12 1-20/2 SUMP PUMP #12 1-20/1 ELEV. LTG #12 1-30/2 M18YE(MINI SPUTA V12 1 _20/1 EXHAUST FAN (EF) 12 ® FUSED D/S PER ELEV. SPECS. LOCKABLE © WALL MOUNTED EXHAUST FAN, 150 CFM. ELECTRICALLY OPERATED SHUTTER. TO T—STAT SET AT 757. ®FRIEDRICH AHU MODEL M1 BYE ® LOCKABLE SWITCH FOR ELEV. 120V PWR. ® HEAT DETECTOR FOR AUTOMATIC RECALL. AT EVERY FLOOR Q FRIEDRICH CONDENSER UNIT MODEL M18YE ►WG P-7.1 LY.R. PATTERSON 42890 : a rR N v Z I j frE 0 W�- OD N CO N 0 W z ' R W v Z c E W o v w 0 z NMI O �XXm ° J t— J Q I W M v ) Z W f— a w Q Q O 0 � w O w U J Q U. W 17 DATE 10-11-06 — IFP 12-11-06 — REV IFP FCONTROLEQUENCE BB BB — a SHEET NUMBER a P-6-1 S __ :l 1 41 0 „EQUIPMENT „IN BUILDING - FIRST FLOOR ELEVATOR SHAFT 3/32" = 1'-0" FOR MAINT. � I c-) : AREA OF VENT. 3.5% OF SHAFT AREA OR MIN. 3 SQ. Ff. AT TOP OF ELEVATOR SHAFTS. -M - - NORMALLY CLOSED, OPENS AUTOMATICALLY BY FIRE ALARM INITIATION OR LOSS OF POWER. T BOTTOM CAPABLE OF MANUAL OPERATION AND RESET. OF SHAFT ' ELEV. ": AT TOP OF ® 3 ; sum I SUMP � _..._. ELEV. I PNL EQIP LEV"6 ' MM , s ' 30/2 ® TO PNL H CKT # 32.34 ELEVATOR PIT/EQUIPMENT ROOM N.T.S. ELEVATOR EQUIPMENT NOTES: ©PNL EL 60/2 SHUNT TRIP 1-20/1 CONVENIENCE OUTLET #12 1 PH 1-20/1 LTG #12 1-20/2 SUMP PUMP #12 1-20/1 ELEV. LTG #12 1-30/2 M18YE(MINI SPLIT) #12 1-20/1 EXHAUST FAN (EF) #12 (Z)FUSED D/S PER ELEV. SPECS. LOCKABLE © WALL 'MOUNTED EXHAUST FAN, 150 CFM, ELECTRICALLY OPERATED SHUTTER. TO T—STAT SET AT 757. ®FRIEDRICH AHU MODEL M18YE *LOCKABLE SWITCH FOR ELEV: 120V PWR. (J)HEAT DETECTOR FOR AUTOMATIC RECALL, AT EVERY FLOOR ®FRIEDRICH CONDENSER UNIT MODEL M18YE WG P-7.2 I;Y,R;•PATTERSON 42890 I}h4!04AG 1Ft-g N r- Z I d0- I t0 P, e!- ^ � W oo " 00 " v W w U '� � zIS t W V z c E w r O � oLAj 0 z N O M ° m J_ J Q I cr N W v) F— Z w (� X Q F- CL Q O F- cr- w O w F U U. W FDAT�E — IFP — REV IFP FGKBP EQUENCE BB M BB m a SHEET NUMBER a P-6,2 8 v '1l 8 N38NnN 133HS de 79 "' es or 9r p as 9r 9r 30N3nt)3S 1081N00 dil A3M - 90- l 6-Z t d31 - 90- I l-0 l 31VQ I m >W o OD a r n � R w CA v O z o rn o m 3 z 0 :3 °' ^ LI, m 5 � _ Z m 0 N^ N W mm 1 1 1 I 4 co V v l� tt ;�, , Q�' mod; `''c► � NOSU lt.Vd ±rt Apie -40 r � ���ti��titi4.*�•` I a a '11141 0 101011 rm 0 Ulu I rm OIM L L °9-d OMO 33S SNOISIM8 REVISIONS 0 SEE DWG P-6.2 r b CD U 1 - W 1ILDING - FIRST FLOOR ----- NO N h h z _ h E w�- w W U � z c W z ° w �- o w 0. 0. Z M ° o n m c Q00 J O � W M M CD i z w 5 !- Q W Q ~ CL O Q F- W O Qu J J U ° Q U. w 17 - DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE JG JG BB S JG JG BB m GK BP - a SHEET NUMBER a d P-7,2 REVISIONS t I BUILDING - SECOND D FLOOR U I LD a 3/32" = V-0" TYP. FOR 3RD AND 4TH FLOORS EXCEPT AS NOTED ----------------------------� I I -------------------I Os 9 ► 10 Ai ••: 3/32" = 1'-0" Will IIOf to, -1/2NW UP — I i vom ' UPr �I �I �I �I �I �I �I �I :•� . . :.� . 3 . P P III •II •II III III III III III III I----------------- -I BUILDIN 3/32" =1'-0" SEE DWG P-9 •1o1:.......- Iam 1-9W•1•� i Im', 1 ;11 F, J, 1 OF sty •'S r''fr HIE.LY R. ... TERSON OF 10, r� T N r, ~ z o� Fr d- E W v U v uj v z c o� w v z c ° W T ce w 0 Z i to o ° _J co J Q 0 N a w M � FDAT�E — IFP — REV IFP FGKBP EQUENCE BB BB W — a SHEET NUMBER a K P-8 REVISIONS 0 SEE DWG P BUILDING - SECOND FLOOR 3/32" = 1'-0" —'_—_--- 'VENI'U � ( / J I I I I cl BUILDING - THIRD 3/32" = 1'-011 u B / / B2-UPPER / 2 / p / / / 'B2-UPPER / SNW UP / / / • Ni i www.wN.wwi •..ww BILLY.R;... ERS PATTON 428E 0 :'a l;`it`S;c+�S7,ts 1+►._ . iYAL �r N h h Z�' 0 t0 e h w N v N v 0. w W '4) z U - 0 8 _ ' R W z ° w r r Q C N Z �' to O � M h a m 00 J � N Q W M 2 r/ / Z w co W Q ~ Qn- o 0 CC W Q w J J U ° <C U. W 17 f'— DATE 10-11-06 - IFP 12-11-06 - REV IFP CONTROL SEQUENCE JG JG BB S JG JG BB W GK BP — o. SHEET NUMBER a d m P-9 8 & FRANK REVISIONS T y DING - ROOF 3/32" = l'-0" .��.OF TFy M• • •M,wiry •„• ;. BILLY R. PATTERSW �M,.M.•,•..l. •.. w�M,.Mw•,NN, O' s /S,�E,��,a`��,s fljs ••.,.... •Qsr k%. NA{•.•V N n O1 z oC �'N E 0� v v w S w z LL- o W -v z c E w Q w Q C Li COO) z o �nm M z z�.. J Syr (.L N W a M � V / I- z ui w Q � CL O Q 0 F- w 0 w U ° Q U. w I - DATE 10-11-06 - IFP 12-11-06 — REV IFP CONTROL :SE(QIUEN:CE]JG JJG JGKa SHEET NUMBER a P-1 0 REVISIONS -1/2" —1/Y z- z- X). umrolm BMW " 3"X 3'x u v Y v F.D. F.D. i 1 OEM _me -1/Y sm -1/Y SMRC 3•x -1/Y sm v 1/Z'RL 1 a 3•x m PLUMBING PLAN - RISERS DIAGRAMS NOT TO SCALE - -- - 10 U N O, F 0 U v ^ � z� I � E W 0 �Ni u "' C w z LL o � z C ° w w o Ld r- N z to �- ^m J 00 J O 1 � W M VJ F— z Sw G CD ui W O w J U ° a U. w FDAT�E — IFP — REV IFP CONTROL SEQUENCE D — — BB — BB a SHEET NUMBER a d p- !E11 8 W REVISIONS P P P P P P PI P P P 11 1 13 1 15 16 17 18 19 20 M. 3'x rFD. 3'x YFD. F SINK 3'X 3'x 3'x PLUMBING PLAN - RISERS DIAGRAMS NOT TO SCALE r BILLY R. ....:�.. �» »..,, �PATTE�RSON 42800 : a tttp��`SG/STE%��r`Z�� rR N r, z E w 04 04 �- oo U �- W z ��_ W .Q Z c ° W �- O W 0 0 N Z M O m J < Qco J 0 C W Q M 2 V ) z W W H ^^ CL 2 Q 0 UI O W J J U ° <C U. Lu I - DATE 10-11-06 — IFP 12-11-06 — REV IFP FCONTROLEQUENCE BB BB a SHEET NUMBER as P-1 2 8 ILL & m REVISIONS ❑A m m in LAV 1-i4 LAV 1-1/2) 1 1 1 2"n0OR DRAIN I I I SHOWER I I I 2rnm DRAW LAV 20FUM DRAIN I I I SHOWER I I I 2rnm DRAW -1-1 /2r SINK -i-112' SINK m -1-1/2r SINK mw m WATER HEATER 3/4!*HW — TYPICAL FLEX CONNECTOR EXPANSION TANK (OMIT — IF NOT REQb) 3/4"'IPAR— TYPICAL DRAIN DRAIN PAN- 3/4'NITN!C PLANTO U 1'CW 8 3/4'HRC TYPICAL FLEX CONNECTOR EXPANSION TANNC (OMIT IF NOT REWD) 3/4'TPAR TYPICAL. DRAIN i-1/4r 0 2BATN UNITS i' 0 1 BATH UNrTS EXPANSION TANK (OMIT E NOT REQb) 3/4*TP&R TYPICAL DRAIN DRAW PAN i-114'CW SOPPY 3/4"NITH!C UPLAN REFER TO BUILDING - PLANS FOR TAP SIZE 1 "CW SUPPLY - 3/4'H&C TYPICAL FLEX CONNECTOR EXPANSION TANK (OMIT E HOT NEWO) 3/4'TP TYPICAL. DRAIN DRAIN PANS NOT --"" REQUIRED AT 1ST FLOOR UB-METERING UNIT xmmrTION VALVE 3/4rT M 1"PAN DRAIN F3r'TT�� 3/4rTP3R 1rPAN DRAIN 20FLOOR DRAIN 3/4' PAR 1"PAN DRAIN 2'FLOOR DRAIN 2'FLAOR DRAIN WATER HEATER 3HUf-OFF 3/4'N!C SUB METERING UNIT TYPICAL. FLEX CONNECTOR /— �TiON VALVE EXPANSION TANK (OMIT IT NOT REQ{D) 3/40TP&R 3/40TP 1rPAN DRAM! TYPICAL DRAIN PAN- 2'FIAOR DRAIN 3/4'HRC UNIT PLAN 1'CW SUPPLY 3/4'HU TYPICAL FLEX CONNECTOR EXPANSION TAW (OMIT W NOT REO-D) 3/4"TP&R 3/4'TP 1'PAN DRAW TYPICAL ORMN PAN- 2'FLAOR DRAIN 3/4� UNIIT 1-i/4' 0 2BATH UNITS i' 0 1 BATH UNITS EXPANSION !k ilm DRAIN PAN—, I-i/,Ccw sum�i�l� 2*FLOOR DRAIN UNITT PLAN REFER TO BUIILDINGI y 7=w 'lr. PLUMBING PLAN - RISERS DIAGRAMS NOT TO SCALE OF ;w N• • .M.wM.w•. �.• BILLY R. PATTERSON r ww.ww�M{wM.•Mw.•.•w.t. wwsw.ww.w.YWM 890 tar rc �r, N� Ii c0 sh i-. r n � E W OD v Co v C 7 Lu w U '� � z C •c � 0 W Z C E T Lj r O r Q C on z M O ° m Z'41 X� t- .. J_ <C J I Syr (.L W M � VJ Z W 2 F— cl) ui � a� o W O w (_ U J a ° LL W r F- DATE --6 IFP 11 6 - REV IFP CONTROL SEQUENCE W a SHEET NUMBER a 0P-13 0-- 5 i T O M O C N r ARAGE - LEVEL 1,2 = -a., 6 7 8 9 3 REVISIONS 2\ 02.06.07 PER OWNER BILLY R .....:..............PATTERS 0 N ; 2890 INAL 2-7-0* �` j"[ `..j T N h h an z I !cc � w�- N N V W z 0 C 0 W z° w 0 0 Q O O i z v Q Q 0 M z w M � z W w Q ~ �- Q o � cc W aw � U o Q v W DATE 10-11-06 — IFP GAR. REVISED PER OWNER �o CONTROL SEQUENCE — GK — SHEET NUMBER as m GP-1 t RADAKOR%HFACTORY LL &RFI 4NK 1 T 3 w n ' S / N f= • o • a T O b� W Yt .Q 4 5 6�8 7 8 7 ARAGE -LEVEL 3,4 i BILLY R.wPATTERS©N; �ISTE.X%..-'t' �%%that*M.r�'�'�.. 2-7-0' 1'� V rI r Z E CC N V W w U �` � Z � •c O V z c E W O 0 0 Z M° o h m J Q OIr t w m� C/) E-- Z w rr x Q w n' O Q F- 4 CC I0 w (_ J LL w 1-- 10-11-06 — IFP DATE GAR. REVISED PER OWNER CONTROL SEQUENCE — — BB ♦g — — BB W a SHEET NUMBER a m GP-2 C-d!D D N38wnN 133HS m p Be - - ig 88 - - 30N3nb3S-ib8.LN00 dd I — 90— L L —0 L 3J- ML ■ O r G) Q CO D CJ z m m z U) m I pz (()AO > r- Q ,. � c/+ LVI v N 0 rn mJ 3 o z :3 Q. (LIB♦ �• Z tp •• ?5 m N m m n 3 � � rn I o Z I V .O—L—Z N3NMO 83d LO'9070 V n1./n/n/ A -I%# d3NMO aid 03S1A32i 'dVD 8 T ,10-1 L = /)8/ L 9 -13n3-1 - 3JdHd!D �o o GARAGE ARAGE - LEVEL ^ -7 -- 1/811 = 11-011 LEVEL REMOVED PER OWNER REVISIONS N 02.06.07 PER OWNER 4v & - 21P BILLY R PATTERSON; 42890 /STE?- AL 2-7-0' (D 04 th z coo to 00 r-- co E w C-4 w z 4) r- 0 V z 0 E w o C) 0 ZU") m -j < cr- 00 n 0) 0 Z LLJ 04 z w x uj F- CL z 0 F<- rr uj 0 0 uj c) 0 H w F DATE 10-11-06 IFP CONTROL SEQUENCE BB BB SHEET NUMBER GP-4 CD lb r o n - T U 0 RISER P1 s» an an 8" FLOOR DRAIN eFLOOR DRAIN 6`FLOOR DRAIN 0 s» asp 80 s~ s~ GARAGE RISERS NTS RISER P2 8"FI.00R DRAIN 6'FLOOR DRAIN 6"FLOOR DRAIN RISER P3 8" FLOOR DRAIN 3"FLOOR DRAIN qPER REVISED OWNER REVISIONS A 02.06.07 PER OWNER !BILLY R.•PATTI~RSW ..«........ _ 42890 : s7rj �M ��AIL. � 2-7-0 0� N r` rn z o 1 �•, 1= cr W N N o UJ CC.) •a'"i z t% o � c -a z c c E w Q r 0 N M a+ Q n m G. Z a Go 0 a cr W M 2 v) F— z w w CL O Q F- w Q w (,r J I� J (w) o �C U. w 17 - DATE 10-11-06 — I FP CONTROL SEQUENCE — — BB — — BB a SHEET NUMBER a GP-5 END, 1 A I BRICK PAVER5 WITH TRUNCATED DOMES IN CONTRASTING COLOR AT ALL CURB RAMPS \ REZA5 i Tauber Street f - - +,,, i ' 0 i XFMR AND SWITCH i GEAR LOCATIONS \ PER CITY ELEfTRIG 51DEWALK BENCHES (5TEEL5IT•E5 SERIES OF PAVEMENT BRICK PAVERS " WITH TRUNCATED MAJ H I L L• F R- A N K A R C H I T E C T S • �R�JgR� ' ev,11;e- #2175- )DOWN SPOUTS TO. ` ,( PROVIDE TOTALDARGE DIRECTLY OP 20 SPACES kro STORM SEWER RE: A5 - PER GIN �\ -, STANDARDS r ' r% NOTE: ALL ROOF AND. cDVIL DRAWINGS, (typ) 1 i GROUND -MOUNTED MECHANICAL ` " 1 ! LOT 11 `• EQUIPMENT SHALL BE SCREEN 1 i � l o ' DALE E. M/ZE • % FROM VIEW OF ISOLATED 50 �r '`,... " Osl-.� :,t ,_ � i � ��, ; • ZONE NG-3 Proposed I ONE STORY ' ( A5 NOT TO BE VISIBLE FROM '••. FIRE HYDRANT ��-�`•�-` i • .� WOOD FRAME "� (� ANY PUBLIC RIGHT -OF WiAY OR A-051 �' ! Garage ; fit`=351,67 NON RATED \ • \; RESIDENTIAL DISTRLGT WITHIN ' 150' OF SUBJECT LOT ; • .,» '•H'CL.LANi7"s`rbNE° Pro• osed .. ". MEASURED FROM A POINT FIVE \ y BY PAVESTONE IN Apartment ment FEET ABOVE GRADE. SUCH RIVER RED BRICK ",••_•-•.,_ ® _ PAVERS a0° ' ` I " ® ® r ; ' J ' .. + •nia...nc t�^4.en'?'� ""csz—n, u � �/ I �..-- .. •�y�„nnn iPi SCREENING SHALL. BE \1 u { { { n �F=a4e.4o: _._._........ _... j - CU COORDINATED WITH THE PATTERNONE :! g _........._. .....`® o T _ -� .rr� 1� ,C t�S BUILDING ARCHITECTURE AND CONCRETE PER ® , ' �._ `~ -- cokww k� WN. ® � 5GALE TO MAINTAIN A UNIFIED �.GITY STANDARDS APPEARANCE. _ MAR 2 P,ARKI NG 6ARAeE DATA 1 I � ., y PERTY LINE J a pro 8 �" I C • � • �� � . d � ..• I -.:, '.. , TOTAi1 GR055 AREA - 50,505 SF T j ' LANDSCAPE ctt { t`.:.•� �s{i'7t k 51DE- ALK f ,' ` t b LL BENCHES , BETWEEN BUI1-PING D5— �y LOTS 8, 9,: & 10, I BUILDING HEIGHTS: to AND WALK (typ) r 1 8LOCK 4 & LOTS 1-4 '� 7WO $ ONE HALF TIERS SUBJECT PROPERLY DOES NOT (STEELSITES P , ? 1TO TOP OF TOP TIER = 22' f ` \ y C i. �! ') 1 BLOCK• 22 , � LIE WITHIN A DESIGNATED ' SERIES MODEL , CHERRY STREET, L.P. ! _ '.TO TOP OF PARAPET = 26' i FLOOD PLANE ACCORD I NG TO c 1� ...... ZONE NG-3 6 •� • STANLEY-p �( TO TOI� OF STAIR HIP ROOF = 35' I ( `• ......� r`DOWN SPOUT t' ` :` / .. THE-FEi�ERAL EMERGENCY � VICTOR PER �'.._. " '�� ` T-• + l MANAGEMENT AGENCY'S FLOOD CITY 1. Ds (typ) �; I ; / - ''" HEDGE <�� STANDARDS 1 INSURANCE RATE MAP FOR �� ... • BRAZOS COUNTY, TEXAS •\ •�`"...^- � � "^ � SECOND Xi=MR �9 COMMUNITY PANEL NO. )) ' , { , LOCATION PER CITY W I ELECTRIC • .., 4804IG0143 C, DATED DULY 2 �`' � c :�,I .• �....� _. .. • _ O PRO ERTY LlLli �_ 5' PUBLIC U1'I6`TIY EA5{ NT°°° LEGEND: C` _ �•: " ; :-`._N- Pi��7PER LINE ,i -- _ ® STORM DRAIN MANHOLE {p 4- FIRE HYDRANT 6' STEEL \, l ® SANITARY SEWER MANHOLE PENCE 6' ABOV!-� t - ••SC • WOOD F1::NGE , X LIGHT POLE PICKET RETAINING WALL -O- UTILITY POLE �u •.RE+IAs RE: 2As FIRE DEPARTMENT .1 ' { 4� SWIMMING POOL GATE POOL CONNECTION FDC D5 z WITH SELF LATCHING ( > _ �� The Factory l ' TREE � n , r._. S DEVICE WITH RELEASE t% O Os ` 418 College Main MECHANISM 54" ABOVE .-- • t. �F ., S� ; 9 A2 C] BENCH �� ` BOTTOM OP GATE College Station, Texas 77840 hL— Legal Description: ® PAD MOUNT I d N ,� EXTERIOR DOOR TO in . I 47 I �p ' ! Q `' `f `N� k""` 9 p TRANSFORMER ;� FIRE RISER CLOSET 4_! ! r _ �' I.. LOTS ' - T i8,9,&10,BLOCK4 S PAD MOUNT :, ` �' j , " LOTS 1-4 BLOCK 22 • � SWITCH GEAR cs ;. �• 2-� QM WATER METER ` FIRE R15ER i ti ` D5 D5 �'. LOT 7 I W. C. BOYETT ESTATE PARTITION ,1 w / VOLUME 100 PAGE 440 TEXAS A&tif � LOT 6 , ASSOC/ARON OF TEXAS A&M COLLEGE STATION `_ BAPTIST STUDENT ASSOC/ARION OF �9,� BRAZOS COUNTY, TEXAS \ ZONE NG-3 I / BAPTIST. STUDENT ` D F�. R \, MINIMUM BUILDING. SETBACKS % 3" CALIPER TREE 1... -• i 1 COMPLIANCE IN AT -GRADE Z io�o ATRIUM 7W0 STORY ZONE NG-3 ARE 10' FROM BACK OF CURB. BUILDING D,4T,�1 i WOOD FRAME 1 Total Site Area: / TREE WELLS WIT 1 �9, ' ' 8R/CK VENEER , . MAXIMUM BUILDING SETBACKS 4 , • � � i _ TREE GRATES PER ,I NON RATED NEAR 2 7 2007 1.41 Acres ARE 20' FROM BACK OF CURB. GiTY STANDARDS Fes' — — — — �" ;i i TOTAL GR055 AREA (4,-166 5 I _.• - -._'. ,. - _._.. ATIo Owner. \ _ BUILDING HEIGHTS: { \ _' _ F'S47.84 , FOUR 5TORIEs M Cherry Street, L.P. • � • he ry : r 710 Droxiord I" OFF PROPERTY LINE 1 TO TOP OF ROOF = 45' : Houston, TX 77008 FOCI+ TO TOP OF PARAPET 53' �I 'ti IA2 (713) 782 7799 Ext. 7 TO TOP OF TOWER HIP ROOF 65' I, DOWN SPOUTS TO DISCHARGE DIRECTLY UNIT 5Gi-IEDUL•.E Architect: FIRE HYDRANT INTO STORM SEWER RE: ROFERTY LINE {-till Frank Inc. A-010 LANDSo-A+ E- �`, CIVIL DRAWINGS (t ) Al OBR/IB 25 (@ 4,12 5F = i1,800 SF yp 1 A2 OBR/IB 4 o 515 5F = 2,060 5F 1800 St. James Place, Suite 205 `- �._..^._..�._.:_•._ BETWEENt3UILDIhG Houston, TX77056 OS AND WALK (typ) OWN SPOUT �BRIGK PAVERS l `y � A D5 A3 OBR/IB 3 @ 551 SF = f,61-i SF BRICK PAVERS ������ ...... D5 (typ)..."..,,- (713) 877-1274 WITH TRUNCATED - -- DOMES IN { ! ! ' !- = B51 2 IBR/IB 24q ® 622 SF = I4,�f2S 5F GONTRAST!NG / - Engineer. B B ® 756 5F 3024 5F Civil E eer. i;�Rol R LINE , I W►Dd WALK I i ri _ Sinkle & Barfield, Inc. �- - uQQLOR AT ALLPt� E TY ILL I 3 �. �f , , I ,- • { O { , ,• B3 IBR/IB 3 666 5F (,qa8 5F. i GI 2BR/2B 40 Q32 5F = 3i,280 5F 1710 Seamist Drive RE,SA3 <, i y-• 02 2BiZ/2$ 4 ® a34 Sr = 3 0 SF Houston, TX 77008 r "HOLLANi75TONE" 4!! GALL TREE (713) 869-3433 SIDEWALK BENCHES �j IOi UNITS • •••\ College Main gAS BY PAVESTONE IN IN AT -GRAD (5TEELSITE5 SERIES RIVER RED BRICK TRITE WELLS WIT ! COMMON SPACE = 25,674 51= Structural Engineer: 100% OF' GROUND COVERAGE OF _,,' \ MODEL #RB-28 (6') BY \ 50 R.O.W. PAVERS QO' TREE GRATES PER �._. - SCA .CEngine ling Engineers GROUNDCOVER, DECORATIVE PAVING, 1 ® STANLEY VICTOR PER , ,/ HERRIN NON 4 CITY STANDARDS TOTAL GRO55 AREA = Z14,7166 SF 12511 Emily Court 1 1 CITY STANDARDS A 1� !! A`v. 1! V`� IN �•�. 12 11 Land DECORATIVE ROCK, OR A PERENNIAL CONCRETE PER X b 9 9 9 , TX 77478 \ J (713) 779-7252 • GRA55 15 REQUIRED ON ADJACENT � _...,/ _- • CITY STANDARDS ' PROPERTY DISTURBED DURING ��• P,4RKIN6 FROVIDED Mechanical, Electrical & Plumbing: . CONSTRUCTION. � Y � ' j, Raymond Engineering, Inc. " 150 GARAGE SPACES 32938 Tamina Road Magnolia, TX 77354 (281) 440-7211 .,, DENS I TY - I o-7/I.4I -. -76.4 U,4 /2\ FEB. 15, 200"i CITY COMMENTS 1AFEB. 7, 200? CITY COMMENTS JAN. 26, 200-T " CITY COMMENTS Project: 06454 Date: FEB. 15, 2001 A2 © Copyright 2006 Hit, 4 Fronk, Inc. Sheet of Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of fhe Arehit ct's serv'c ,•�'., �--.•..:.,,,,, c•,...,,;F;,,s;...,., .....� i e for use solely with respect ect to this Pro ect and fh„ rchrtect shall be deemed ^^.•'? n?b+r dia n,!avamx,�a {. aac ie, fr. rxnra,a%;ate, r. s: s� ,.,_, , q A . , , .. •• _ - the author of these documents and shall retain all common law, statutor • ca3.nnac•aT:a .. uJTfk �l:s: �-• a r ::: : - zk It • .. J =rL A>x1 91 J.' H jk:: Ei r.;,;;::;;,".,;;:: ...•,,:..• ._ ..::.:;::; ix;_:.. .. ..:; ;::. ;;iL:.:c.:1,::.::c-.:.::...E:: ::L::,11 ._ , .... c. !.r,.. n,.... .. .. r ..... .... •!.... -.!... r.. .... y and other reserved rights, including the r;opynght. The Owner shall be Permitted to retain copies, jr7g'(tding rePreducib/o copies, of the • r J 1. • ,-, r-111 I H I L L F R A N K A R C H I T E C T S • NORTH © Copyright 2006 Hill 4 Fronk, Inc. The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drowinas. Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The ' p y p � Architects Drawings, Specifications or other documents shall not be used b the Owner or others _on ..other projects, for additions to this Project or for com let�on of this Project b others, except b agreement in writing and with appropriate com ensat�on to the Architect. _.. - _ __ 9 P Y P J l P J Y P Y 9 9P H I L L F R A N K A R C H IT E C T S • ��REfl ARc E. Fly% J�, s57$ 9T� 0F FHB. 7, 200'7 Cn Ca a i E a Cv CS � LL CU� �. C/) o NORTH - ® Copyright 2006 Hill $ Pronk, Inc. The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project and the Architect shall be deemed the author / h r of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing orid with appropriate compensation to the Architect. ... Al Pc� NORTH the nrnwinns_ .Snenifir_nfinnq and nfhar rinri#manfc nrannrari Av fho Ar A4o,- i- A— +F,;c 0— 4- F.-„ .,4.- .,-C the A 1 :4 H I L L F R A N K ■ 0 ■ A R C H IT E C T S • D qRC' S576 Q� qrE OF FEB. 1, 200*7 C1� 1 � � L � � �o CU LL C CU aC C CD F-0 -- o L) r <C Project: 06454 Date: FE5. *, 200'tAR © Copyright 2006 H(11 4 Frank, Ina. Sheet Of _I _.._ .— ._. _..._ . _,__. _._ ...__._..._..__ _. ..._ ..............— ..,,,..,,., ,... — --., ..,.,, ,a..1-6 Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. cv t,,,,, The Architect's ,-,uJULC8 u,lu C11W MrUMEWUC zinuii oe ueemea me uuingr or inese aocumenrs ona snail rerain Drawings, Specifications or other documents shall not be used by the Owner or others an common law, srarurory and other for to orner reserved rignts, including this Project for the copyright. this Project The Owner shall be permitted to retain copies, p p including reproducible copies, g P P of the on projects, additions or completion of by other, except by agreement in writing and with appropriate compensation to the Architect. I H I L L F R A N K A R C H I T E C T S D ARc E. C-14 X cl; S57 qTE OF T=rza -7, 200-7 ICU X ire O C13 -t LL (D CD (D 0 Ar-EB. -1, 200-1 CITY COMMENTS AJAN. 26, 200-7 CIT'Y' COMMENTS NOV. 50,2006 PERMIT ISSUE A7 0 Copyright 2006 Hill 4 l7rank, Inc.. Sheet of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain a// common law, statutory and other reserved rights, including the copyright, The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. H L L F R A N K A R C HI T E C T S 0 D ARc E. Ce 5578 OF v FEB. 7, 200-T La L9 0) o © +__ a Room CU THRU-WALL SCUPPER, CwONDU*TOR HEAD AND im X vs DOWNSPOUT (TYPJ (D RE, SAM AALKWAY CAP STRIPS 0 r• F 0 SIL CU 01_1Z U. CU CU L9 'et Cl) LQ1 (D a) eSfLASH BLOV< T 0 k\ C) �o 00 GUTTER 5LOCK 9LOGKSaM SPLASH SL 18� ",I �LASHHSLCCIX VS 4 11 CoK ORM CRICKETS USING TAPERED INSULATION g ORI 5 USING BOARD. TA 0 SULATION MIN, siofm vall Fm FOOT I Col 0 Fol I Fol F -01 STAIR ROOF MI .9 0 IAV PER FOOT F0 101 F0 F-01 FO-1 K2 F0 F 0_� Fol Fol 1-01 F0_1 FO-1 FU ROOF RIDer- ROOF RIDGEF0_1 F0 F0 Fol 10 . . .. ......... F0 ROOF R101SE I WALKWAY CAP 10L.STRIPS L Fol Fol WX SPLASH MOCK WALKWAY CAP 101 -1 STRIPSro 10 La FU - - F0_ I r0_1 F0_1 FU , _ SLITTER o U o U ❑02000Q0O ro- 1 0 0 U f -01 FU F -01 0 F0_1 0 FU FO-1 THRU-WALL SCUPPER, to roONPUOTOR HEAD AND DOWNSPOUT (1YP) RE: SAIII SPLASH BLOCK SPLAJ OL SFL BLOC, BUTTER CITY COMMENTS . . . . ..... A, JAN. 26, 2001 CITY COMMENTS NOV.50,2006 Ds as NOTE: Scale -is 3/321v = 1 -011 PERMIT 155UE Project: 06454 Date: F1=5.1, 2007 *f.os Roof Plan. Scale: 5/52" P-0 A8 NORTH The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and --hall rptn;n n1l I-nmm^n 1,rul ­4 _ii_ Copyright 200ro Hill 4 Frank, Inc. Sheet of Architect's Drowinas. Specifications and other documents for information and n-Aarpn^m m ,I*J, the ­_ - ---. 1 11 . I . . _. - W­ �ypvllv,fc. IV L.W11W, &flu" De Perm/rrea ro rerain copies, including reproducible copies, of the L.11VIVLOE. ifler fircnicecrs urawinas. :4,�Deciffcations or other documents shall not be used by the Owner or for additions others on other projects, ' - - - - " ­_ - ­ _­­ "w"­' ions to this Project or for COMD10tion of this Project by others. except by aoreement in writing and with GDDrWridte comDensation to the Architect. �� of ihli It 'III t II i7i iH I1f in lyls=£W`a.� wwwwww ■■mM■■■■//■■ :.----___-_- // !■///! —■■/w!ww■w11■ wlw��_�•w.w�-�w�._.��-w.=� �ww!//w!■/wwN= ■G /■■l0,,11 ■/Mil■ommou also son ■ /m■//■ m/■■lo� M■m■m■ -/!/!!■■ ■■!/!■!!!////■/ !/■■■//// loom!■■moos ■■ ■■■m■=■III ■■ ■/■ Ron m/o ONE ITH 1 C] 0j `�1r LCU D. V < CD a Cc�1 W c -©U `d Drinking Fountains Elevation I-1/2" Dla. Soap Grab Bars Dispenser 18"x56" Channel Framed Mirror FF/ Cer. Tile Wainscot O i N late Drain 4 Hot Water Piping Toilet Elevations 5 Scale: B 5" - 1'-0" 1�1M INSBOB � I ■ I�1 I 11� I I I MATCH ANGLE 8' BACK OF CURB _J.i \ / — — — — — --------- J dl Toilet Elevations Ramp Plan q Sc _ ! 14 - ?� ale: I/4" - I'-O" / Scale: 5/5" - P-O" (� 10 ® F F (�i C17 I / Y8 Front -Loading Mailboxes FEB. 15,200-7 L_ — — — — — — A CITY COMMENTS j k3��.yS 1 RAMP DN ,fig RAMP DN (— — — — — — — — —,� — ACITY FEB. -7, 200-7 1:12 M,Q,X `I:12 COMMENTS — — — — — — — _ MAX JAN. 26, 200'1. L— —J m, CITY COMMENTS - Oo 00 00 Oo Oo 00 p0 00 Oo 00 00 00 00 00 00 OO 00 00 00 00 Cl- 00 00 00 `� O Oo 00 0 Oo 00 O O== 00 O Oa Oo NOV. 50, 2006 PERMIT ISSUE 00 00 Oo 0-0-0- 00 Oc 00 00 00 00 -N y-„ 1t) 00 00 00 00 00 00 OO OO 00 00 O OO X o x 4'-4" 25'-0" 4:_O:1 2&-4" o; MATCH RADIUS Project: 06454 a' BACK of Date: FE-5. 15, 2001 Bottom Tier No Less v A CURB FIRE Than 25" Above Fin. Flr. `� office Atrium Area loam Plan DEPARTMENT 1 p CONN!:-CTI ON ■ Scale: I/4" - I'-O" A19 Typical Mail Box Elevations - Scale: 3 a" I'-O° 0 Copyright 2006 HI11 4 Frank, Inc. Sheet — of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and all retain l Architect's Drawings, Specifications and other documents for information � o h et n al common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the . . g , p and -reference in connection with the Owners use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner.or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. I R \I H I L L F R A N K A R C H I T E C T S • ..illlilall �W MM� ICU CD E o ■ CLC/) cu Q� D 0 0 o r cupivs, incivaing reproducible copies, of the er projects, for additions o this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. SLOPE 1/47FOOT Ixb FIBER CEMENT BOARD FASCIA 5HEATHING RE: Structural "TYVEK" VAPOR BARRIER TAPERED INSULATION 4" CANT STRIP 7SBS ROOF SYSTEM DECK RE: STRUCTURAL ROO 55 A 24" O.G. 25 ga. GALVANIZED TGAP FLASHING i-- TREATED 2x12 TREATED 2X4 2x8 TOP PLATE FIBER CEMENT BOARD PANELS SHEATHING RE: Structural "TYVEK" VAPOR BARRIER 4" CANT STRIP --i 555 ROOF SYSTEM DECK RE: STRUCTURAL TI ga. GALVANIZED P FLASHING TREATED 2x10 SPACE REQUIRED FOR MOVEMENT —50LDIER COURSE SCAB STUDS TO -SIDE OF TRU55 ® PROJECTED B IGK Ul w FACE BRICK W/ G.I. WALL TIES 16" O.C. EVER (oth COURSE ABOVE 50' PROVIDE 5PECIA WALL TIES PER STRUCTURAL RE: 1156.01 5HEAT ING RE: 5tr vctural "TYPE " VAPO BARRIER O d- Z5 SOLDIER )RS 1/2" mid' 5/6" TYPE GYP. 'BD. ON I �, r. ROOF/CEILING I RESILIENT FURRING j A551=MBLY CHANNELS & 16" O.G. �, U.L. Design P522 RE:4A25 I A Parapet Detail Scale: 5/4" = 1'-0 �'r SP GE REQUIRED FIBER CEMENT :� FOR MOVEMENT 25 ga. GALVANIZED BOARD PANELS 5OLD) R COURSE TREATED 2x8 GAP FLASHING RIPPED 2X4 SHEATHING 5HEAT INS RE: Structural RE: 5ti uctural "TYVEK" - VAPORBARRIER VAP BARRIER" SPA REQUIRED TAPERED � • - FOR MOVEMENT FIBER CEMENT _TA INSULATION d BOARD PANELS SHEA ING 4" CANT STRIP PAINT D BLACK 5HEATHING �'. RECEE B SOLDIER RE: 51 RUCTIJRAL RE: Structural 555 ROOF SYSTEM LOUR E 1/2" "T•.,VEK" DECK RE: , .--.---_ _ VAPOR BARRIER STRUCTURAL TAPERED INSULATION 'f cold j " K" VAPOR "STRIP BARRIER UNDER - _ 5HE THING WHEN YSTEM BEHIND GLASS : LTMR F TRUS 5 T " 0 L 5/5" TYPE "G" GYP. BD. ON RESILIENT FURRING CHANNELS ® 16" O.G. 5/5" TYPE "X" _ GYP. BD. 2X4 STUDS 16" O.G. R-15 BATT INSULATION I Hr. ROOF/CEILING A SEMBLY U.L. Design P522 R* 4A25 FACE BRICK IN/ G.I. WALL TIES p 16" O.G. EVERY 6th COURSE ABOVE 50' PROVIDE SPECIAL WALL TIES PER STRUCTURAL 2X4 ALUMINUM AINDOA WALL AT 2W" L 5/6" TYPEE 'It,"GYP. BD. ' ON RESILIENT FURRING CHANNELS ® 16" O.G. 3 Parapet Detail Parapet Detail Elevator Section o LoWer �O 5aale: 5/4" = I'-O" :� :: 2 _ 1 " _ ,-011 � Scale: 3/4 - I -O Scale: I/2 - I -O ► � -+ The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's sery0 Gopyrtght 2006 Hill Frank, Inc. ice for use solely with respect to this Project, and the Architect shall be dee med the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, includingreproducible copies, o p p f the W Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project.. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. O p H I L L F R A N K ■ ■ ■ A R C H IT E C T S • �v ff4 CD N 00 n H I L L F R A N K A R C H IT E C T S D ARC, E. U')j�T $57a 1 U1 OF Wall 5/b" TYPE GYP. BD. 1=E5. 7, 200-7 2003190 AND FL FACTORY AND FI FIREBLOC ACCORD AND UL 12 MANUFAG -N WE ,� ����I�I�I��������1����[1�1�A��� i%II A�4���� • i■■mn ' ��111 ��j (� ��SI►�►�I���/1 • - I'I �i r w / \ PEEP HOLES N LI 5SO FLUSH PANEL 21060FLUSH PANEL 21060FLUSH PANEL 2266 FLUSH PANEL 2*41FLUSH PANEL 240 FLUSH PANEL A6FLU3H PANEL 60611 ALUMINUM/GLASS 306P'ALUMINUM/61-A55 3�ig HOLLOW METAL HOLLOW MOOD HOLLOW WOOD HOLLOW WOOD HOLLOW Y0017 2462 FLUSH PANEL HOLLOW WOOD MULLION TEMPERED GLASS HOLLOW METAL 20 MIN. UL RATED NON RATED NON RATED NON RATED NON RATED HOLLOW WOOD NON RATED TEMPERED GLASS EXTERIOR &RAVE W/ HM FRAME LEVER ENTRY LOCK SET LEVER PA5SA6E SET LEVER PRIVACY SET LEVER PASSAGE SET LEVER PASSAGE SET STAC4c2D LEVER PRIVACY SET I EXTERIOR GRADE NON RATED NON RATED PANIC, HARDWARE LEVER STOREROOM LOCK SET CLOSER DEAD BOLT CLOSER NON RATED 2 LEVER PASSAGE SETS. PANIC HARDWARE CLOSERS ■.,;�. 2 PEEP HOLES 4 HINGES CLOSERS 1 � o 0o a o I Hr. YYALL I Hr, FLOOR/GEILIN6 I1.1.1 ^♦ ASSEMBLY ASSEMBLY U.L. Daetgn P.L. Das►gn 1.514 2003 IBC - 717.25 CEILING AND FLOOR OPENINGS...I . F 5EMBL LIN ' FACTORY -BUILT CHIMNEYS HrG AND FIREPLACES SHALL BE �. L. Daetgn CU FIREBLOCKED IN NOTE: ALL EXTERIOR CIOACCORDANCE WITH UL 103 6.DOORS TO HAVE — - _ ,■1-i AND UL 127,CL cn U. 5/6' TYPE "C WEATHERSTRIPPING ° -- -- 6 BD. ON AND HO THRE5H0LP. m — __ -- 'CC iLiENT FURRING MANUFACTURERS FIRE STOP CHANNELS • 16" O.G. W JC �C: Wall TYPE „X" 5/6" T ffe „X„ O 6YP. BD. 4 iyr. BD. r '� y 60CAFRENCH w/ TRANSOM 6068FRENCH w/ TRANSOM 060 FLUSH PANEL 3�i8 FLUSH PANEL 9��' FLUSH PANEL 3�g 4`-6"W x 31-1014 2 - 3%8 `•I/ DIVIDED LIGHT DIVIDED LIGHT HOLLOW METAL YV/ HOLLOW METAL YV HOLLOA METAL A/ HOLLOW METAL OVERHEAD COILING HOLLOW METAL r INSULATED GLASS INSULATED GLASS HOLLOW METAL FRAME HOLLOW METAL FRAME -HOLLOW METAL FRAME W! HM FRAME 170OR W/ W/ HM FRAME r \Nl LEVER ENTRY LOCK SETT LEVER ENTRY LOCK SET 20 MIN. UL RATED LEVER OFFICE LOCK SET • 20 MIN. UL RATED 410 MIN. UL RATED LOOKING RAIL LEVER STOREROOM LOCK SET t o HEAD d FOOT BOLTS HEAD d FOOT BOLTS LEVER OFFICE LOCK SET LEVER PRIVACY SET PANIC HARDWARE 20 MIN. UL RATED CLOSERS w/ HOLD OPEN Y EXTERIOR GRADE EXTERIOR GRADE CLOSER CLOSER CLOSER HEAD a FOOT HOLTS O NON RATED NON RATED 14 12 14 15 16 17 18 3'-O" 91^01 S'-O" RECE55 SOLDIER COURSE 112" Hr. FLOOR/CEILIN& a - Hr. WALL ASSi MEILY A95EM3LY L. Daetgn L514 U.L. Design USO5 PRO.UEGT HEADER COURSE 1/2" I Q 2003 IBC 717.25 CEILING 6 AND FLOOR OPENINGS.... I Hr: EMBL LING 3cb8 FLUSH PANEL 3 a I k8 5%9 3�a FACTORY -BUILT CHIMNEYS L. Vast AND FIREPLACES SHALL ME 9n HOLLOW METAL YV/ HOLLOW METAL HOLLOW METAL HOLLOW METAL HM FRAME FiRE9LOG44.ED IN HOLLOW METAL FRAME W/ HM FRAME YV/ HM FRAME YV/ HM FRAME OPENING ACCORDANCE WITH UL 103 LEVER STOREROOM LOCK SET q0 MIN. UL RATED 20 MIN. UL RATED. PANIC HARDWARE AND UL 121. CLOSER LEVER OFFICE LOOK SET LEVER PASSAGE SET NO EXTERIOR TRIM 5/$' TYPE nG" CLOSER DEAD BOLT CLOSER RM,BD. ON CLOSER ILIENT FURRING 19 20 22 23 MANUFACTURERS FIRE 5TOP G NNELS a 16" O.G. 0 O • � 21 'o SHEATHING 0 „ RE. Structural _ b -O 3 -O In MANUFACTURERS FLUE SYSTEM YP. 130. I — BASKETMAVE ( I 4 4 -PATTERN PRO.ECT HEADER 1� COURSE I/2" ADDED 5ECTION FACE BRICK W/ - e 0.1. WALL TIES • 161, O.G. EVERY a .'�p 4 Q APPLIED , 6th COURSE - MULLIONS FEB. `Y, 200'f 1 Hr. YVALL . A 4 P ° ° To MAT Q A CITY COMMENTS RECESS SOLDIER ASSEMBLY 94"x26" `AFT 94"x2b" 6 94"x2B" 34"xZ$" 94"x28" WINDOWS 6 GDUR:SE I/2 ©o o UL. eetgn U305 ` - CLEAR CLEAR CLEAR CLEAR CLEAR JAM. 26, 200i v/'�l OP):NIN6 OPENING OPENING OPENING, OPENING • 6.6 SF 6.6 SF 6.6 SF 6.6 5F 6,6 OF ApITY COMMENTS SUPERIOR MODEL BR -42 ' NOV. 50, 2006 INSTALLED PER MARPACTURERS _ n i n • N n -cw N PERMIT ISSUE INSTRUCTIONS AND COMPLYING WITH THE 2009 IBC. RECESS SOLDIER O 2-5060 5060 I 2-9060 w/ TRANSOM 5060 w/ TRANSOM 2-505a FI> OVER 6060 Project: 06454 COURSE 1/20 SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG 2-3060 FIXED OVER FIXED r5 ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAM 2-5060 SINGLE HUNG ALUMINUM FRAME Date: 1=r=5. 7, 2007 DIVIDED LIGHT DIVIDED LIGHT DIVIDED LIGHT DIVIDED Li6HT • • ALUMINUM FRAME 6A5KM= FRAME ❑ INSULATED GLASS INSULATED GLASS INSULATED GLASS' INSULATED GLASS DIVIDED L16HT PER IBC, SECTION 4045 INSULATED GLASS EXCEPTION I EXPOSED CONCRETE FLOOR TEMPERED GLASS A29 Fireplace Section Door / Window Schedules 5cole: 1/2 -1 -O 5c01e: 1/4 -•i -0 b Copyright 2006 Hili 4 Frank, Inc.. Sheet — Of The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. O D ,_:off° c. i !�. . ,®( LETTERING TO BE 2" HIGH HELVETICA CONDENSED H I L L F R A N K ARC H ITE'CTS • 16 GA. 6ALV. STEEL OR .063" ALUMINUM . - GREEN LEGEND � PARKING BORDER ON WHITE BACKGROUND I'-ro WHITE SYMBOL ON - _, BLUE BACKGROUND I' LETTERING TO BE 1 1/2" HIGH r HELVETICA CONDENSED a" AC..C.O.1.E v . � I ------------ < Reserved Parking Sign .0 1 _ _ Cl) e �r G --IN Q 5PAC1=5 @ R` $I'-O° 24'-O" r If N It L 0 I/2" CABLE VEHICLE EDGE OF RAMP 0FD a 2 BARRIE (SEI= STRUG R L) _ - •► - - - - - - - - - - _ _ - o N w CU U FD Q EDGE OF RAMPED SLAB P1� 1/2" CABLE HIGLE (� FD O � CU Co ,.Co 2 Q- BARRIER (SEE STRUCTURAL) 1 _ry �, C/) N v! 18 -o i i — � N i coNCRETE WHE� njr- wb�.z1 p5 0 L p V 2 $TOPS ® OPENINGS RESERVED PARKING i ATALLOHG UNTEV ON AA LL SPACES. RE:2GAI MA-_ it n z �u RAMP UP O ry® —,= $.48l% SLOPE - c� it z �- _ w lu N z V EDGE OF 46 SPACES M J R SLAB _ _ N 2 TO HERE - o� 1 I I Jzlu ' REVISED 51ZE STA DPI E 4 ' AND EXTERIOR m r-I HO CABINET MATERIALS 1 I I 1 1 i I a N 12:: 4" STEEL x 4" STEEL YE ICL - BARRIER EHIGLE BAR R QSTAIR I ,ram-1-•.,-_.•;_}..:- IQ =- \ I _11_1 J 06 II'-O" 3'-4" II'-O" 4" II'-O" (lilt 2 4 -8 SO O 2'7 -O 27'-O" 2i'-01:. 30'-O" 14'-?2" dillJAN. 26, 200 7 i CITY COMMENTS 12 NOV. 30, 2006 PERMIT ISSUE 46A-7 Project: 06434 1.7 2 GA6 IGAB ,g• Date: JAN.26,.2001 • GA5 . First Tier PlanGA� NORTH ® Gopyrtght 2006HIII 4 Prank, Inc. Sheet Of �e Drowings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common low, statutory and other reserved rights, ry rved ght , including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the rchi�'�ct s Drawings, Specifications and other documents for information and reference 9 P n nce in connection with the Owners use and occupancy of the project. The Architects Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. GA4 H I L L V�r F R A N K A R C H I T E C T S O D 'A �,•`� o�G� E. �x C) 557a Q� gTF0F��� JAN. 26, 200-7 U .E O .t . _ LLCU CU �C/) L V 0 Q �,/y�, �l/4V/IlVVI/V/./J V/,V VN(ti/ UVVU//!G!!(J Pfupwicv uy urG nrcrncccc rvr �n,a rrv/cGr ure nrsuurrrencs or cne Hrcrnrecrs service ror use sorery wrtn respect to rnis Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutoryand other reserved rights, including 9 9P the copyright The Owner shall be permitted to retain copies, A including reproducible copies, 9 P P, of the Architects Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. P9j!LjOJV i9q; O; Uql�DSuadwoo aouddD WIM PUD BiY!IIJM (4 ;UaUjae-jift) Xq �dao GY4 jo 'Gaidoo olqpnpoude-i 6tqpn1oiq lsaidoo� iut xe *a-JaL/;O Xq PONcl SIW 40 u0paldwoo joj Jo pqojd sly 0� suq/4 'spsfoud iatpo UO VOW Jo JGUAio iqqe Iq pasn aq you #Dqs spawn0op jc9ylo Jo SUqIJD��Ij!oqds fs5 D4GJ of paj�jwjad aq Iloys jaumo Gqj* IPPD JO) 0 u - ImaJ, ';LA'JA'dOO Qqj 6tqpnjout p j j Ul �aJ JlDqS PUD spawnoop asaq4 jo joyInD qqj peWqqp aq IlDqs joqqojV aqj PUD Slq4/J GAJOSa aWO PuD XjojnjD4s UOWWOO D "U1 '�-IUVJ=l I IIIH 900C 4LJBIJ560V 0 slP9V'IOJV aLIL -�oafiojd aye do lour J -n000puD asn s i it9umo t9w W!m u &uuo ul u j j j foJ sItIl 04 joadst9i IRM, 11alos i9sn Jo} -7!AJ,9S s 'PaPtlow Gul �lr) q 0 0 00 a raja) pun u Ptujoju # I Joj smwnoop jqq�o PUD SlUc9LUnJIGUI GVD 40 O�iWd SAR Joi 1.0m " 4 aul in H I NON t"7.iwu&jcl SPGuinoop jatl4o PuD suo'4S '8140JO EVE) 102/1 L U81d JOLL P4141 ipSt'go qog�foj& 900VOG 'AON Looz: 19c N ru 0 0 .. c CD CD CD Cj) rl 0 3 o CD r--i- R. 0 NOINRIXZ ONY ZZIS CZGIAaN H I L L fR CD _ 1.1 -16 51��r JAN. 26, 2007 i 3GA8 G 2 GA6 PRE -FINISHED STANDIN I 2GA-t J SEAM METAL ROOF '°` 2GAq 7 t2 ( J Q PRE FINISHED P -FINIS ED METAL Q G P FLA HIND METAL GUTTER ••• CO TINU US PLASTER F PROJECT r PLLAS I me ,1 Q I I M X I I . I m --- -- --- — EJ WP) — 0 ----- — ON I NUOUS PLASTER yp)------ — .. --- PLASTER =INISH - `r J J � ■� J J J A♦ O South Elevation �C : 1/ Scale. = 1'-O" a 8 7 6 .c¢ 2t t J REVISED SIZE AND EXTERIOR PRE -FINISHED STANDING J ( ( J J J f GA6 J MATERIALS I GA7 iL PLAS R C-XPAN51 ON SEAM METAL ROOF PRE-FI GU D EACH SIDE OF PILASTER 2GA8 A a PROJECT PILASTERS 2" JOINT (EJ) (t9p) DECOR TIVE STAR R PRE -FINISHED METAL PROJECT PILASTERS 2" � J DECORATIVEJ J = GAP FLASHING ' i PLASTEJf2 CONTINUOUS PLASTER J d o LINTEL GORN{GE - __ ---- __. ---- — — — — — — — — ---- -- - dr ® SILL `� O _ ----_ . \ PLAS R FINISH _ MAN "P J 11 LZ (— J _ — E.t7typl- " _ _ _ GDN INU U5 PLASTER EJ (typ) — _ — ^ — _ — — ._ _ — _ — ' J LOCATION , F 4t[K ( J d 1}- ---- — — — _ — — N — — — —� (� — — O fr o = ENGLoSURE - - - - JAN. 26, 2oo'f s - - CITY COMMENTS 00 NOV. 30, 2006 J J J - _' - - - - - - - -J- - - - ( - 0 J 0 PERMIT ISSUE -- — -- -- PAINTED STEEL — — — _ _ _ _ _ _ u� t Project: 06434 • —' TUBE RAIL '- - -- -- -- -- _. _. Date: JAN.26, 200-7 1 East Elevation GA4 Scale: I/8 - i O ® Copyright 2006 Hill 4 Frank, Inc. ` Sheet of N a/!c u/uwlnys, J(JCG!l1GVLlV//S unu vurc/ uucu,mm�ts pfupu/eu uy the Arcnlrecr For ruts rrojecr are msrruments or th& Architects service Tor use soiery wirn respecr ro rnis Project, and the Architect shall be deemed the author of these documents and shall ,retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architects Drawings, Specifications and other _documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and * with appropriate compensation to the Architect. A/C SCHEDULE A/C OFFICES, 1.5 TON 13 SEER, SPLIT SYSTEM, W/600 CFM AHU WITH DRAINPAN, OUTSIDE AIR DUCT, FILTER RACK, AUXILUIRY DRAIN LINE BRYANT MDL 213ANA018-A, TC= 17.1 MBTUH, HSPF= 7.70 W/ FIRST CO. FCU, MDL 19 HX-6, 208V, 6KW 20/14 PLENUM BOX A/C ATRIUM, 4.0 TON 13 SEER, SPLIT SYSTEM, WITH 1600 CFM AHU WITH DRAINPAN, OUTSIDE AIR DUCT, FILTER RACK, AUXILIARY DRAIN LINE BRYANT MDL 213ANA048-A, TC- 46.5 MBTUH, HSPF- 8.30 W/ FIRST CO. FCU, MDL MBX 48-20, 208V, 20KW 20/16 PLENUM BOX PROVIDE RETURN AIR AND SUPPLY AIR SMOKE DETECTORS FOR AUTO SHUT -DOWN OF ALL UNITS. EACH HEATING AND COOLING SYSTEM SHALL HAVE A SOLID STATE PROGRAMMABLE THERMOSTAT THE THERMOSTAT SHALL HAVE THE CAPABILITY TO SET BACK OR SHUT DOWN THE SYSTEM BASED ON DAY OF THE WEEK AND TIME OF DAY, AND PROVIDE A READILY ACCESSIBLE MANUAL OVERRIDE THAT WILL RETURN TO THE PRESET BACK OR SHUTDOWN SCHEDULE WITHOUT PROGRAMMING. REGISTERS SHALL HAVE ADJUSTABLE BLADES FOR AIR FLOW BALANCE AND SHALL BE STEEL WITH WHITE FINISH SIZED AS SHOWN ON DRAWINGS WITH NOTED AIR PATTERNS. IF REQUIRED, FURNISH UL RATED FUSIBLE LINK DAMPERS AT 1 HR PENETRATIONS. PROVIDE ADJUSTABLE DAMPERS WITH FILTER ON ALL OUTSIDE AIR DUCTS. NOTE: OUTSIDE AIR INLET SHALL MAINTAIN MINIMUM (10) FEET FROM AN APPLIANCE VENT OUTLET, A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM OR THE DISCHARGE OUTLET OF AN EXHAUST FAN, UNLESS THE OUTLET IS (3) FEET ABOVE THE OUTSIDE AIR INLET. PER UMC 906.6.1 PROVIDE ADJUSTABLE "AKEOFF FOR ALL FLEX CONNECTIONS TO MAIN DUCT. MECHANICAL CONTRACTUSTPROVIDE TIME DELAY RELAY, THERMAL EXPANSION VALVEAND R-41OA SREFRIGERANT CHARGE TO OBTAIN 14SEER SYSTEM RATING. PROVIDE OVERFLOW PAN W/ FLOAT SWITCH CUT-OFF. PROVIDE AUX CONTACT FOR FIRE ALARM SHUTDOWN. OUTSIDE AIR REQUIREMENTS AC# OFFICES - 301 SQ FT 3 PERSON X 20 CFM - 60 CFM OFFICE - 7 PEOPLE/1000 SQ FT RESTROOM 1 WC X 75 CFM/WC - 75 CFM TOTAL CFM - 135 CFM, 7" ACf ATRIUM - 500 SQ FT NATURAL VENTILATION PER 2003 IBC, SECT 1203.4.1 OPENABLE DOOR AREA - 48 SQ FT % OPENING TO OUTDOORS PER ADJACENT VENTILATED. FLOOR AREA: (48 SQ FT/500 SQ FT) = 9.6X NO OUTSIDE AIR DUCT REQUIRED. *THESE CALCULATIONS ARE FROM TABLE 403.3 OF THE 2003 INTERNATIONAL MECHANICAL CODE. w E. J.--� m �cl) I© ZZO ffl \ I/ / 1 � I I all, SA O OFFICE lo ® ' RA a <a:754FM 1 75,teful 44 O RETURN AIR DUCT WITH FULL 90 ELBOW TO UNIT FOR NOISE SUPRESSION.�---- RAMP DOWN R A N OUTSIDE AIR DUCT, SEE A/C SCHEDULE FOR SIZE AND CFM. I . O �3 PLATFORM MOUNTED FCU, SEE A/C SCHEDULE FOR SIZE. FULLY ADJUSTABLE DAMPER FOR OAD. �5 CLASS B DOUBLEWALL GAS FLUE, VTR. 6 COMBUSTION AIR DUCTS, 12" HI-L0, -OFFICE, AND ATRIUM _ FIRST FLOOR O 1!4 =1'-0" o U 0 O 0 V ^ °f z 1 j n .-..-. ao E V W y v vi W 0 c •� c z E u - o v c 0 ztc) � v O z m J O I w 1NM VJ Z cW CC Q ~ 0. Q z 0 P: CC LLI O w F— J 0 R IL SHEET NUMBER . a d V 1RADAKOR%HILL &�FRAANK F