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Home My WebLink About91-1377(,\-�f'ct) DEVELOPMENT PERMIT PERMIT NO. 0111R CASE NUMBER: FOR OR FLOOD HAZARD CHAPTER 13 OF THE COLLEGESTTIONCI�CO SITE LEGAL DESCRIPTION: Target Store Kapchinski Hill Subdivision, Lot 2 SITE ADDRESS: Texas Avenue near Holleman Drive OWNER: Target Stores 33 South Sixth Street Minneappolis, MN 55402 DRAINAGE BASIN: Bee Creek TYPE OF DEVELOPMENT: This permit valid for construction of improvements as shown on the approved construction plans. Contractor shall use appro.�?rlate erosion control measures in accordance with the City of College Station Drainage Policy and streets Criteria. Contractor shall prevent silt and debris from entering public and infrastructure in accordance with the City of College Station Drainage Policy and Design Criteria. Owner and/or contractor shall be responsible for any damage to existing city streets or infrastructure due to heavy machinery and � or equipment, and for damage to existing infrastructure due to erosion from site. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development of an area inside/outside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. Date Administrator/Represt enati "Ff:r,,*6__1F_ -04l ,� 1�`EN� 1pJ �btRk7 f�`►,. P ' d1Ax5wrc ►: 12 5' CONC. SME3+IMA W/RW \ I S 45'22'34" W to � W 8 0.3 2, 11 DETENTION FA LITY WALLS BY OTHERS - ALL CONCRETE I CURBING, THIS CONTRACT -� I Ld S 4-8'44'33" W -� Z 234.45 0 N PROPOSED 6' WOOD FENCE ON PROPERTY LINE 3 b 0 V) w z J w Q m z 0 z w 0 EXISTING 10' U.E. EMERGENCY VE1iICI Z ACCESS SHOWN THIS SHEET CONSISTS OF DRIVEWAY TO PROPERPY LINE AND A DOUBLE SWING, 24' WIDE WOOD GATE (TO MATCH FENCE) SECURE] BY A SIIJGIZ CHAIN AND LOCK. EDFSIPJAN PASSAGE STORM WATER DETENTION FACILITY (SEE SHEET DP-1 & DP-2,HEB DEVELOPEMENT PLANS) P 0 LA R- B E K S U B D I V I S I O N 30' EMERGENCY VEHICLE ACCESS ( M U L T I F A M I L Y H O U S I N G) (PER PLATTING REQUIREMENTS) PEDESTRIAN PASSAGE 4' ►tilly� Z O N E D R- 6 8p'O (PER "KAPCHINSKI HILL' PLATTING REQUIREMENTS) DIMENSION BASE LINE N49'48'34"W PROPOSED 6' WOOD FENCE ON PROPERTY LINE YL i /�/ 2 39'28,57„ BUILDING TO PL DISTANCE, SEE NOTE 3 i i 35.0• 10' UTILITY EASEMENT508.98 n 1309@ : 14 8� j / 20' UTILITY EASEMENTYL OCONC. WHEEL STOPS. (i5) 28,p g p 140g�126 L-• END FENCE ON PL ' 60' M® 1509-135 CONC. WALK CONC. TRANSFORMER PAD 2 C'8�� OVIDE I R=3. FH 15 q .67 O3021 =63 PB 29.0 MIN. 2*22-44__ OUT) 0 3 jj 0 0 0 0 --1 �_ • PB • P e TAPERED CURB GAS METER FW (OUT) I 4' N 49'48'34" W - 293.00 BUILDING EXIT TRUCK DELIVERY PIT Y m PB �8' BUILDING EXIT UP-_MMPP ® 2.56% �� I 16 0 �J i (10' WIDE STEPS) PI-1 I - 5 TRASH COMPACTOR 6.08 YL i, MAX. SLOPE 1:12 � J J Q `V = 10 .5 _ 375.31 3 82.69 FW (OUT) _ 0 I PB • � N co M Co 0 TAPERED CURB Q J PB 8' BUILDING EXIT t1 d p N I (10' WIDE STEPS) w 8 0 -- 7.67 F_ 13' BUILDING EXIT (10' WIDE STEPS) ® O 13 cD 12 o - M I o l'l �i � SIDEWALK RAMP I I m WALKWAY TO BE CONSTRUCTED I I 2O o ACCORDING TO SHEET Al I � I PB • i�l I a I PI-8 PI-C a FC FH R`=15 0 rr`j PAINT STRIPING 2 N PI-E YL lL r� 0 vi PI -A- •_ PI-D w N ENTRANCE /\ r) PI -A M l` to If 29.51 AIM uu�lUUUUUUU PARKWAY PLAZA o N N %i\YL o O o 0 1 9.0 9.0 1 Y PHASE 8 _ I w° o o - a it f'AEND NI I II u ® 1 1 u AA u 4 GJ 9. ONPL ® ® o ® ®PHASE6o N N EXISTING WOOD FENCE N - S 48'26'44" W 446.45 B R A Z 0 S S Q U A R E Z 0 N E D C O M M E R C I A L C 58.50 68.5 - 63.0 63.0 63.0 63.0 63.0 - 15...5- 18.0 II� 20.0 12 12 12 11 11 1 1 11 9 9 9 } 00 fcc CL--,l15' U.E. (PRIV.) o 11 -/ i u SEE SHEET C-4 _ 0 0 0 PI -A - I4.0 -•- YL PI -A 9.0 PI -A 18.0 28.0 BASKETS i S 85' 1 1 '26" W 14.14 HD- 0 0 N49'48'34" W 1 34.00 24.5 SEE SHEET-_1 317.01 o -- - 9 26.5 DEVELOPMENT- 9.0 PI -A 7®9s63 FUTURE _ LINE- 0, 3 1RETAIL 30.0 I . 6500 S.F. r� _ �! R=2.5 R=(15 N 0 ao �12 9 \/ YL - o - II A II 18. �- Q o te- 13 13 ® ® 13 13 0 ®(1J I I r- ®r--- - 17.0 CD58 .0 j- - --- PAD LOT 11 _o 0 � .o 22.14 R - �O IQ C-2.0 FW PI-H PI -A R-15 -PAINT STRIPINGDETAIL 7. 2 PI-G HC PARKING SIG TYPICAL (6 A I I, 7-T- 1 PI-F O -_- Q' p` 1 -- Oo 1 o- 1QD 63.0 63.0 g 9 Q - p rn 0 0 0 0 0)m 0 R=8' 7R-15- YL c 135.0 - 61.0 PI -A 9.0 BASKETS BASKETS - --- PI -A 26.0 9.0 R=1 R=1 r rn rn ® ® 13 rn rn //YL 13 ® ® 13 -- - m I 13 0 0 g -- - 81.0 O o- ao �- 9 0 ®� C - 8 -N. -- O F PI -A PI -A 9.0 PI-P, PI -A r rn 13. YL I 0.4954 AC. I_ _ PI-B N 40' 1 1 '26" E PI -A o 0 21,582 S.F 409=36 1 51 .00 41.5 2oi99=180 r PI-B 1809®162 o®0 8 C- 8. 1 I i R-35 i T l 1 /-IT01 REMAIN STING OWER I POLEI + 7 r"1 � 18 FT 9.0 R=35 I ` 9 2. 0 109.0 S 1 2'31 '49" W 35.00 CHD PARKING/LANUSCAPING COMGf.MMON OF THIS AREA TO BE APPF07M SEPARATELY (NOT APPRWED AT DATE OF 10/21/ql) _ S 49'48'34" E - 656.50 EXIST. FIRE HYDRANT TO REMAIN S 49'48'32" I E \ ISLAND TO ACCOMODATE 127.75 ° POWER POLE GUY W/ISLAND m TO BE DESIGNATED AS EASEMENT SIDEWALK EXISTING DRIVEWAY TO RAMP BE CLOSED BY CONSTRUCTION DETAIL C-1.01 OF CONTINUOUS STREET CURB AND SIDEWALK 0 m I 9.0 1 PI -A J 41.5 �I'��171 20.4 I 23.0 18.0 Z \ o o 1� 22.5 N 0) 5.0 16 rnrn F'I _•_ YL (�J 0 G)Po 0 J O a O ago 0 22.5 1 19.3 "�'- 25' MIN. BUILDING LINEPP. - 10' EXISTING UTILITY EASEMENT PROPOSED 6' CONCRETE SIDEWALK AT STREET CURB, SEE DETAIL C-2.o2 E X A S A V E N U 35 O O Lo NIS KAPCHINSKI HILL SUBDIVISION, LOT 1 COMMON DRIVEWAY CONSTRUCTED BY HEB (Typical) LEGEND: BC BACK OF CURB FC FACE OF CURB R8 RADIUS IN FEET AT B/C PC POINT OF CURVATURE O7 PARKING SPACES IN ROW FW FACE OF WALL PL PROPERTY LINE TO TRAFFIC DIRECTION INDICATOR (PAVING MARKERS) PB 8" PIPE BOLLARD \I/ YL YARD LIGHT FOOTING (17 REQD.) - U.E. UTILITY EASEMENT 0 PP POWER POLE OHE- OHE OVERHEAD ELECTRICAL LINE j FH FIRE HYDRANT NOTES: 1. SEE SHEET C-7 FOR SITE PAVING AND SIGNAGE. 2. FIRE LANE MARKING TO COMPLY WITH CITY FIRE DEPARTMENT REQUIREMENTS. 3. "NO -BUILD" AGREEMENT BETWEEN ADJACENT PROPERTY OWNERS A DISTANCE OF 30' EACH SIDE OF THE PROPERTY LINE, VOL 1309, PAGE 164, BRAZOS COUNTY RECORDS THUS PROVIDING THE CITY'S MANDATORY 60' CLEARENCE BETWEEN BUILDINGS 4. SEE SHEET EO FOR YARD LIGHTING AND POLE BASE DETAILS. 5. SEE SHEET A14 DETAIL 9 FOR PIPE BALLARD CONSTRUCTION. PARKING: TOTAL GLA 121,65 `SF. (01/200 SF) REQUIRED PARKING = 609 PROPOSED PARKING = 609 (LOT 1) PARKING => 1 /200 SF TOTAL KAPCHINSKI HILL PARKING => 1 /200 SF. SITE ZONING: COMMERCIAL C NOTE: ALL SITE LAYOUT TO BE ACCORDING TO THIS DRAWING APPR PROVED FOR PERMITTING N0 AS NOTED ON c�V CLANS ION WITH ❑ WITH ATTACHMENTS ��- ❑ WITHOUT ATTACHMENTS By �11e Date l�'�-� 0� �o J • • PP. PP. FXISTINGIIZ SLIbMiTS[D FjP,ArPFQVdi.1Ni� }i-4t4. AS DETAILED BY HEB SITE DEVELOPMENT PLAN NOTE: WHERE OBSTACLES ARE ENOOUNITIRED ALONG SIDEWALK (POWER POLES, FIRE HYDRANT'S, ETC.) THE SIDEWAIR IS TO BE CCXJSTRUCI'ED WIDER THAN 6' TO PROVIDE A MINI14LE OF 4' CLEAR WAUOiAY ON ONE SIDE OF THE :yL�J a Mir, MUR LiJ O oo Z W 0 w ~ (n CL (� x W V / q- F < r -� Lj 0 CO _ (�} >- Y W 0 CEO 'ZO_ja, Q oa0 W r U Z Q W I- rn it U r' W ~ I= w o `n z V J W v a m cn 0 0 cn [I*- WC) TI L !VC_ ()A�4, 3 LAVC, C f�>A. K- to YAuP�� PARKWAY PLAZA PHASE 8 PARKWAY PLAZA PHASE 6 1 L., lV t� I � r�r`�- I F.,j `xl-� ' I I "`� �:..� 11 i•-la`s i.� .1 "�'� I-M? STOP SIGN y IJ I-,",,r'1 t_ . .I 30' EMERGENCY VEHICLE ACCESS (PER PLATTING REQUIREMENTS) L:.vFeL": a .zrv',to2►1. �9( N GPv C2 i [/ I I I ram --I F� t CONCRETE SIDEWALK CANOPY TREES QUAN. BOTANICAL NAME COMMON NAME CALIPER POINTS TOTAL 9 Quercus texana TEXAS OAK 1-121 75 675 6 Quercus virginiana LIVE OAK p 75 450 5 Quercus shumardii SHUMARD OAK 75 375 38 Ulmus crassifolia CEDAR ELM 75 2850 7 Quercus stellata BURR OAK 3-1/21 200 1400 NON -CANOPY TREES QUAN. BOTANICAL NAME COMMON NAME POINTS TOTAL 8 Ilex vomitoria YAUPON HOLLY 40 320 34 Lagerstroemia indica CREPE MYRTLE 40 1360 QUAN. BOTANICAL NAME COMMON NAME POINTS TOTAL 175 Raphiolepis indica SPRINGTIME HAWTHOR 10 1750 "Springtime" 62 Raphiolepis indica DWARF HAWTHORN 10 620 "Janice" • , • • QUAN. BOTANICAL NAME COMMON NAME POINTS TOTAL 18 000 SF Trachelospermum ASIAN JASMINE (10/100 SF) 1 8 DO asiaticum F N ONE` St,iL Lac 11 600 Z9,rl�ICfyTIDN +- 1244 TOTAL PTS. - 12844 REQUIRED" 12440 "Based on 30 points per 1000 s.f. If drawing count and summary are not the same - summary controls. 000 T E X A S A V E N___ U E / CAUTION SIGN _l " �i'�=�.�' j. � _� �:,,..:3 �.•-�e-- LA L.�.: rJ �,, i '_ � � �I �E' Cz-T 1%Ic + JC,ai1 " J I r- EXISTING PAVING STOP SIGN NOTES: 1. SITE DIMENSIONS, SEE SHEET C-1. 2. SITE PAVING AND SIGNAGE DETAILS, SEE SHEET C-8 E1,s�C STY 4,-c az PIZIt A `=-} lie.tv�.��G1ru ©tl►Z,rsfaCOt,s�i �4"•1t�-t..%., '�`x-. RE��ImU c) `-T FuTu;,�e u G O ILI" iES N,&IN 1 ERJ/ANc-G kv-E_hF0111'•ACLl ?',{ 1 4rc GiT%( UPOt,� ; ; '.,;T►L ITIe` , WITHIN 9U FASEM�N �'S Ar(A`� ��•��Y )-.ltiry��;L['�'l6.,;> rt.a�iw'`y. NO; t3C 91 A4_,,k;-V F r t'Y, ! N K��iac:r:M+4 �,va�Vi: .%� y I. ,ti f.I �►TY (9VUIt4ANGE Wo'ITIS cf ►Iz�jlt�3 ,sic ou 11.5—H. L FGr� 11TILl�l1 �.t'<.%I�•tV N OTE: ALL SITE LAYOUT TO` BE ACCORDING TO DRAWING C-1 . CAI i] N It � k RECEIVED ry 0 W o 0o W d- z N I� W -- LLI v) ��~X z �F_ LLI W w w Z Oz�0�- d- V) Q Q LLJ U) � =U)YC�� -j Ld z 0J^ .0000 �U,(.)� N O z _I I) Q z� --� O w C� o z m 0 Q- V) Q U J V) M 0 Y'J Z Q ZO --� = U U CL Y- 0 II U - Ld = U O Z Q < LU G t F W U cn cr_ a Q o S W m • NQT' E-� ; Fes• Ap, 4, CC, a �l5 ° An9�t �Yj NO ` �O Fromm Srt $.Amer I`: Fr PniNTED WN1� L11�CS 12t F�EFL�c� oulZEv MARKr IZ,S 7 PAVINZ. GRAaj�. B��1QoifcAUSAG�N l Cu23 'W- N15 QAv1�V` �C(P.VE g F,vOvC AVjA �,,,�'�'O•Yir.G ---�� ( Lf OROH IN LI. , - --- - - •1-�r-""� — aw �ONG ut:w� F�AMJ �v�� GF 1=Yt I�c�YiNLs V at uN1�Eu�u� �� c:�,.,c A�•;aN f� t- 1 n I f j 1-tip! I=2" 64F-AYY0UTY CZ, tgc- Z'k 12" i r45e CONIC-ReTF- APr�oN, �SF_C_�lor.1 A-A� NT5 el N P� 7.3 I jON1,._`S -IO t3F ex) N'c-PAT CEN-(Ck. I \'\ NSW Cot.0 APt2,0t, �Hea�( VUTI-�) 9,15 Qn,,N1eD ��til-fE l.,Ni� X12"1�JIt7� Wtl)CT • .�° O AIv, '�P.aFF1ci <MA��t+ �xr.1tN" XA "� r�+'✓1~ r� i_1 SUTTc+N: L g-'srHciNd W��v�.u_`' 3 r'd 3uj�UN'ro fie a REF�ec�utzti~v rn��..e�tL.. • f3u-('�-o�+o �o Ae /.�L.iJ�il.li twSnr;e►rr To YvtNrE•u LINE • � 'c C_i4 1_- G� 1t. J �1 0 W�T11 C1T`( APPRC)-IC),L AFFIXED ) SNG1GT IS ��EP��AT� APPROVA12 I�EV—VW KEV To 8Y NOT5 G'BI-OCKOU j ON SNEE C-1 CON7RAC709, TO NO -To=-( CIT`( O►= C.J. 3 WEeV,S pRiGa,To STA«T 0 f I (CoNT,c\C\ M9,,F-Q 1- A,PZ,Q , 7(�4 -3570 N CD TV--- 1. TC)+AFF1G r�r�wclN&,5viI' E r. �jtitOW�I -C"15 SNEVj , 5UPEP,CEpE Au- oTHEh SHEEiSTNI� 2. 1'fa,AFFIC $U �0.�5 �D 8E 4r RoilNO WNlice. MARKEKS TO BE k%6-7 1We '1 C A`� flF; i�NAj�O fj`f l�><,>� HAY`(, 1�E4� l• A1-t_ ��CMS r�+1g sµ�E� �0 43� CONS�k.1JG�C�tI Y3 q 7 ;. e r,1) ,Z T I� u e �L vi Or W Q rr" o e LLJ o 000 W N� • Z W • `J 0 P- Q r Z :D IX w F-- 1 V � Z (D w f --- w zo .� �ZO�d¢- e � /, V / < �^ Q J D LLJ J V) (C) _ V) }- Y W CD z o W� --1 -� p o 0 0 N ; o V) Q w z o X rr LLJ w Qw z 0 V I) Q J J � Q -� W LL� l..1 Lt 1J J V Jo `mow— 7 L V U Q t p ctil �- \ O IZ H W W N < N ql- D 5 2 I I 0 . ..... 46 -0• 46 O° 46'_0. 46'-0• 46'-0' I 46'-0' I 46'-0' ' 26'-0" _ I I FOODUPSERVICE I I 145 MDSE 1 � I WATER I JEWELRY 2 I MANAGEROW I I �wc HOSE BIBB I SERV ` LOCKUP Al HOSE BIBB d RWC 148 15'_9. Pi ; P 16'-4' 9'- 7'-4' 10'_6. - - - - - -- - -- �� I I "CL t _ 3�/2 4�/4 _uL i - ti a0 � 2 ° PI P2 5 �� a' 3' � —17 -- — -- — M — - — — Z- O _ _ l 14 14 I - - --- 12 4 " I 12' - 4 ' i - = o o - - - - - - - - - - - - - - - - - - - - -- -- - -- -- - 3/2' _ wwaJo_j= Ix 6 HOR BLKG 0 12'-0' AFF TO CLG I I I v�o="'-a-`� I Ix 6 HOR BLr,G 0 BASE SURFACE I REWRAP a 136 Aa 3 E Z MOUNT BOTH DO NOT APPLY i -,HARDWARE CLOTH ATTACHED TO BLKG 0 BASE IF Ix WD 136 r I BUILD P7 ENDS OF PALLET I o BASE IS CALLED OUT IN RM 5 PARTITION I RACKING MARKING ^� FINISH SCHEDIIJLE SEE DETAIL A17 AFTER FIXTURES BY FIXTURE _ - 1 ARE SET CONTRACTOR- TYP 13 HARDWARE TO 10'-0 AFF - j-- - -- -- - - ----- --- - ---- - / 5 -0' 1 CLOTH TO CHARGEBACK 10'-O" AFF 135 tO TYP RMS j ' -HOSE BIBB—. , � � �, � I _ J 135,136 LADDER & SECUR11fY ENCLOSURE FOR OPPOSITE HAND CONFIGURATION (LR OR RL) GRID BUBBLES ARE REVERSED AND THE FRONT WALL DOOR LOCATIONS MAY VARY. K']"VARTIAL FLOOR PLAN s J ..J En U C O C O +� c � a .•...�- _ z � `� ml,- t c0 y Q o `�._ CL @ _c W c M 1� N N f �fnQ ��ti<p t i 4'-0' f " ! EQ EO 4 I DO NOT _TYP HEAD STUDS:' 1 A3 OFF OATAFF ' I a I JOIST 12 T PLYWD *+., 35/a' x 18 GA I EL=110'-0' - - - T`�eli--- - CONT TRACK "i t r � �•% � (OMIT 0 EXHAUST OPENING) ,� �/4° PLYWD ATTACHED c 6" OC a PERIMETER � �� 6'� � ;�' OF PLYWD SHEET -� CONT AND 12' OC 0 INTERIOR 11/2 ° x 18 CA \1\ q T I `1 \STRAP BRACING i AI STORAGE SUPPORT f1 � a 8' BLOCKING Z' 8" x 16 GA 3/e" 0 HILTI ' HIT C-20' I JOIST (SJ) 16" OC STANDARD ANCHORS i i AT EXHAUST FAN i` 2'-0' OC _ 8' x 16 GA x 2'-8' 0 SEE PLAN FOR TRACK HEADER 8• x 16 GA I PARTITION DOUBLE ADJACENT CONT TRACK I \ 1 II TYPE _ _ JOIST EITHER EACH END —---- -- 1 SIDE OF OPENING { 4 R 1 � I EXHAUST FAN OPENING } 1 30" x 32' s , i 3/a• x IS GA STIFFENER T - CONT TRACK---------" I �� i TYP �' - a s� EXP -_ \�cs - 1/s E A 1-� I -'i/ I 1 \� w /8: BOLT 3' i JOIST EMBEDMENT 35/a" x 18 GA 'i s / BOLTS io 2'-0 dC CONT TRACK -/ - 35/a• x 20 GA L 5 x 3 x- -- ---- JOIST (SJ) CONT -- r --- -- - 0 16, OC N N COORDINATE W/ _ r` STORAGE SUPPORT N 0*4 � _ 2 C14 I � ma- c,Z o o W J W .Q 3 Y V) i 2 SECTION 3 DETAIL 4 DETAIL a f v w o W N 1 W ' W At r 0 U. NO. PAGE*Adwft,3ff&_- w J r F- r .• LcJ W S IP !0 9) 8 7 � 6 I 5 4 3 2 0 O o O a Co I � ' I I I 1 I I I ' WORK IN THIS AREA I I I ! j DOES NOT CHANGE i I I I ! _ - 137 145, 148 I j , - -- — -- - !� ------ ------ 1--------- - --- -- ------ - -- -- ---, I I -- -- - - - -- - -�-- - - -- - - - : � r j -, -= 13B 14 3 �g - t _-_-_ — -_ _::. _ _ - - -s -i- - D9 D9 D9 D9 D9 D9 D9 D9 Q9 D9 D9 D9 D_9 Dg 142 6'-6, OB D8 08 I I I I I I ! I 3 3 3 3 3 3 3 �I D$ Q8 D8 D8 4 2 2 2 �� D4 2 2 I ; — _ D7 --, D8 D8 D8 D8 - - -- -- _ 5 5 5 — -- — — -- 5 143 ,; 4 4 2 ( I I I41 ' ' D8 LE-! q ,q D8 D8 DS D8 D8 08 D8 D6 K _ _ _ _ _ WORK IN THIS AREA D9 D9 D9 D9 D9 D9 D9 D_9 D9 D9 — D9 D9 2 2.4 - = I 4 4 4 D5 4 D5 4 4 D5 4 D5 4 I _ D9 D9 D9 D9 Q9 C2 07 = - I 131 DOES NOT CHANGE 3 3 3 3 3 3 3 i3 i3 13 13 $�,, 139 a i 136 I35 I33 2� — 4 ah I i RACKS IN THIS AREA 1 � I I 4 J 4 } , 4 ; , I � �- SHIFT SLIGHTLY FROM 05 D8 d8 D8 DS D8 Q8 PREVIOUSLY ISSUED, ADJUST I ' 140 I i C2 2 5 6 6 6 6 6 6 D5 Dg D8 D8 D8 D8 D8 D8 I y LOCATION OF LIGHTS I _ — 6 8 8 8 8 8 8 8 1 ACCORDINGLY I C I I D8 = D5 I ! — — - - d8 ----- D7 07 i D7 ' D7filID7 144 .2 -I 6 D5 I ,I' 1 1 — — TYP ROOM 147 � — — 147 I 8 DB D_8 D8 i 13 1l3 13 i �� 13 12'-6 12'-6° I 6 6 6 6 6 D7 D7 i HL-2 Q7 El Q D7 07 D7 2 2 1 1,3,5,13 03 `D7 113 q 2 q 2 I 08 — Z _ _I 6 I EI'•, - - -- - - -- i - _ - _--- _-_: - - - -- - - -- - / q I H ;o --------- — — — — — — ------r--------- L-2 - (-------- ;; ' -- $ 6 I 2468 *-------- I i +--------1/ ---� .,I II a I - BACKROOM LIGHTING PLAN E 2A V16' =1'-0" 0 a'i. 0 0 0 I o I 1 1 I I WORK IN THIS AREA NEMA L5-15R 90' ! DOES NOT CHANGE I I NEMA L5-20R 90" I 13a 7- --- 148 9.21,23——------—------------145 --_--- - ISTLIB 1/ 2C TO L -- -- - - - BOTTOM -r'8F ODFSUPPORT ---_- -- MEMBER 142 I I I 1 I I I I I 1 � I1 1 1 i 1 4: , 1 ( r K 136 LP-2 x_:1 TF-5�:�_C 1 a , , i I V Y_ I -, $ 14 LP r � _ - - , f _ _ L � � � I . , 33.35 w i LP 2 48' WORK IN THIS AREA i � � PC -� -St.' � Y 14 - P= �, �:: ARM R - II M RA r Y I Y n Y D a 131 DOES NOT CHANGE p,.-, l AF .t 1 T f a "7a- e l l WORK IN THIS AREA i L DOES NOT CHANGE - =; ; -=- 35 C T SOTTO - 1 , , u 1 a'. , ,n .' STUB I/2' 0 ABOVE M 0 ' /2" C ABOVE B"bTTOM - I OF ROOF SUPPORT 4 r ` - OF RDOF SUPPORT ( MEMBER _ff MEMBER ---------- _ _ _ � ,I n 14 0 � BIKE ASSEMBLY - - _-.- --- +}I -- - - - --._.. _ _. '_'.. r - -- - _. _. -I � -. OUTLET I i I I ( FASTEN RECEPTACLES i I.r TO STORAGE PACK AS DRED BY�OWNER _f-_---_---- 42 L®.r_------------ -_.._ --------- ---- . -- •°" I1 „ u y I " ys -_ -----------------t------ i I ---------- - - ------ - ,I 1 J 2 BACKROOM POWER AND SYSTEMS PLAN E2A VI6' = V-0" 10 -s /I A 01 z-s GENERAL NOTES A. FOR CONTACTOR CONTROLLED. CIRCUITS, SEE CONTACTOR SCHEDULE ON SHEET El KEY NOTES [E]LIGHTING FIXTURE TO BE ATTACHED TO STORERACK AT 8'-0' AFF. PROVIDE REFLECTOR AND WIRE GUARD FOR THESE FIXTURES ONLY, 21VERIFY RACK LOCATIONS WITH OWNER SITE REPRESENTATIVE PRIOR TO INSTALLATION OF LIGHT FIXTURES. MOUNT FIXTURES ABOVE BOTTOM OF ROOF SUPPORT MEMBERS. k L} o J � U � .n E m Lo - C H • 5 2 t yyO J m Z C p °'�M A.• >.N �J �+ ` �NOI N c Vi V O N C.0 LL m r I N O w - Lu J o ' Iz rj i a 1 f I•. o, o 01 p; CN _ C ✓'" LAJ 0` m o N r 0- a z x w a � Z � ( pOf C C� a 8 Ufl w ul g.. W I O w n (n cj_ 0 0!:� _3� L1I 0 z 0 Q_ 0 Z� r Lu u V V) >. w W J J V) F f- n g7p2 1 -Ar-L-4 ! - CN O T, F)c 3 3 PES AACIdej U- 10 0 8 7 6 5 OG� 2 1 O � I OO O..O 1 I I I i i i i i i i I I I ► I I I NO REVISIONS TO SPRINKLERS I I I I I I I IN THESE ROOMS i I I I —— ———— --— — — — — — — — (-- —I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � +------�- _---------- ------- ----- -- -y-- --y- _--------------- ------------------------- -r -- - ------ - _� _ -- - _ -- -- - - -- - --- - - _ - _ I 1� _�� ._ m' •a \ - - - - - — - - - - - - - - - - - - - - - - - - — _ ► 1 I 1 I I i ! I i I 1 I j I 1 t I , , 1 I ,_ _ _ _ _- _ _ _ _ _ _ _ _ ---_ - _ _ — _ — _ — _ — _ _- _ — _ — _ _ .— _ _ — _ — _ — _ _ _ _ — - — _ — II {� I 1 1 1 ' I , 1 I I I _ �_-. T _ — _ _ _ J 1 I r 1I 1 -I-, ,--I-,-i-,--t- •; -i-'I '-;--f ;�i-`� '-�-'-� '--I-V '- -- -- -v�l l� I: I, - 1 1 I ; -II ` r -----------'�----- 4 f _ •' , I 1 _� PI I o 1 - J� �� biD � I II I 1177 r-�_s �.-�s-d __ _ I45L _ __ �_ _ _ _-___ _--__ _ _- 1 1 I I I In � x Ip cif I� f ; l , 136 _� ( u---- �__-------'�� __•. _ �_�- �,_;i0 ��1 _ I , ,'a Ir � I I I I I , 1 ' I I I I i 1 1 •.� I I I 4 I I I i f ' , , ' ' ' 1 I " � : 1 (� Ox `[s. �r II, r _ __-__ _•_____ -. _.___ __.. -___ -_ - II -=y I I �' ' ; I r ? � � I i 1 , , � ,- � ' , � � ' '. - �i n; " �n 11 � - I � _ g}•- - -q4,1- - i i' — - - - - - - - - - - ' r_ _. r ,! :r ilr m + I'I� r •• D „ I r r I I , I ' f , , 1 _ ( I I,I ' x w x :11 : �� ; _ I , ram' __ _ _ __ l XI I _ I I I , s I wr �r - - �, -_ �1--- }- -- -- - - - - - —T- —� - 4 fir- ®r- �. ;�� -_-_ --.. g,, -- ♦ - ___- vv___.__-. m7.=-ter--ram--. PROVIDE SPRINKLER HEADS BENEATH PLYWOOD BARRIERS OVER SOFTLINES NOTE: PROVIDE HORIZONTAL SIDEWALL SPRINKLER HANGING STORAGE. HEADS BENEATH q' %.r,p e`n" 1650 HEADS WITH�T ORIFICE. PASS-THRU PALLET STORAGE RACKS. HEADS TO OPERATE AT 15 PSI NO REVISIONS TO OVERHEAD (165°F HEADS, UL LISTED FOR ORDINARY -MIN WITH 12 HEADS FLOWING. SPRINKLERS HAZARD). PROVIDE HEAD GUARDS - DESIGN TO DELIVER 0.18 GPM PER SF OVER 3,000 SF, BUT NOT LESS THAN 0.18 GPM PER SF OVER THE AREA SERVED. AREA PER SPRINKLER SHALL NOT EXCEED 80 SF VERIFY EXACT LOCATION AND EXTENT OF PALLET STORAGE RACKS WITH OWNER'S APPROVED FIXTURE PLANS. VERIFY EXACT l PARTIAL SPRINKLER PLAN LOCATIONS OF SIDEWALL SPRINKLERS WITH LOCAL AUTHORITIES Mi F 146" = V--0" 4 S 1 3 i N �fr �13p - O 3 O I i EXIST HOSE BIBB I i EXIST RWC \ I \ � -DROP � 12X12 DUCT UP. TERMINATE I' WITH 1800 GOOSENECK APPROX \ I 5'-0" ABOVE CEILING `N � - RUN DUCTWORK ON I \ TOP OF JOISTS \y. 1 I „ I r 1� I I co F-12xI2 / I D-8 2-30 rillr II I 111 , F-24x6 I 24x6 TRANSFER DUCT 10' 0 3'-0' LONG BELOW I STORAGE SUPPORT } —--------- — -- — —, — — — -- - K TRANSFER FAN TF-5 - EXTEND 14X18 DUCT TO CEILING. BOTTOM OF FAN DISCHARGE TO BE ABOVE STORAGE SUPPORT, I in , r„ I1 I ' I i FOR CONT SEE SHEET M3 y II, ' I r I 1 : rl r1 I NOTE: — I _ __--- NO REVISIONS TO OVERHEAD i PLUMBING AND HVAC „ II 1 1J� � , IIII I i I I I I I ' i I I 1 , I 1 it 01 - - — I 1 ` PARTIAL PLUMBING & HVAC PLAN Vl 6" = l'-0" A L C 3 c : mwmi O ) C �E� :, . 0 �:r- ID c�h IV E. tApit �C�(p • ® L � s Q t.+ • 1 rn (0 a+� aC4 U J y �••]n Q LTm �j m N � o� N scnQ��cp E I � o � O Or Y U I W + ! lP 1 I LA W +f I 1 M C, 0` • CV c- p = a r 1 CV- ac En c1q --' m `u U in m q O v ,d Z W cr Lt. d w a a T N o a u ¢ z IAicr w 0 0; LU F O 1..( ce O • F— O Lu W I� z OV) F- O U u- LIJ� 0 0 U 0 cl/.Q CL.> u W = Q 00.0f m LL_ 06 X w 19 5C70 !.v j "i•' So � 5 P� M�or �,��, u_ . W w N F .-- I C:�-� F F- F A A I 1 -:1 ;�,QSEWEk ED 9 UCTION 0 px paG3C=D BY cl U . L . RO Y U LJ L/1111V IJ 11 (o Vag C' o 1pl OOMBULIMa �[1��01��5�M M00 XV[LE B(ou7H9 cuff rE, DRAWINGS: COVER SHEET \�nb�.� C— 1 SITE PLAN s�ti o C-2 SITE GRADING & DRAINAGE & DRAINAGE DETAILS C 3 GRADING rmmrzammlo Gaon SITE UTILITIES PLAN C 4 S 1 �. �� ^�P o 0 C — 5 UTILITIES DETAILS �tE �� - i� l�G3amr s�'ams C — 6 CITY WATER DETAILS v QP �� WOM j H NKYH 37M C — 7 SITE PAVING & SI GNAGE G�l�[�[�[=Q(�0��9 AH. gg4�0=%92 C — 8 PAVING & SIGN DETAILS C-9 SITE EROSION CONTROL O AND CONSTRUCTION STAGING L— 1 LANDSCAPING L-2 LANDSCAPING IRRIGATION DE ELOPER OUTFALL 1.0 PL BOTTOM 296.0+/- FL OUT 296.1 (SEE DETAIL SHT. C-3) 2'-10- 'p CL 54' RCP T b MH� 'o STORM WATER DETENTION FACILITY (SEE SHEET DP-1 & DP-2,HEB DEVELOPEMENT PLANS) P O L A R- B E K S U B D I V I S I O N WATER �' 6" 30' EMERGENCY VEHICLE ACCESS ( M U L T I F A M I L Y H O U S I N G) FL WATER /- ID I WATER LINE o I I (PER PLATTING REQUIREMENTS) Z O N E D R- 6 CL 30' RCP N PEDESTRIAN PASSAGE so-1.0 (PER "KAPCHINSKI HILL' PLATTING REQUIREMENTS) PI -2.0 y1 I I 0'-8" EASEMENT LINE SEE DETAIL ' -L I (SHEET C-3) INSTALL ELEC. CONDUITS O 1'-4" 'r 3�' 3'-� OUTFALL 1.0 301.8 LINE AND WATER BELOW LINSTORM DRAIN / CL 24' RCP TOP-301.5 TOP OF 54" RCP 301.15 (SD-2.1) IN-296.1 FINISH GRADE 304.0 (SEE SHEET C-4 FOR LOCATION '� AND TYi>E _ OUT-296.1 FL 296.30 ) `iT0 G,Iiq - SD-1 .0 1 3'-0' YL �_ !- 301 DI-2.1 �- O TOP-303.0 6•_4" CL 1Y PVC 30"RCP01.67z rj _ IN-(BOTH)298.7 `di�\ IOUT-298.7 10' UTILITY EASEMENT IDI 2. _�-� INSET i i ;N So °2.0 296.30 30' 02 p _ _ - �+ - - I I IN SD-2.1m297.30f 24"3 Ro ••� �- ; YL` 20' UTILITY EASEMENT N.T.S. IN RD-=298.00 30 `► - ` _ �- I CL 30- RCP OUT 296.30 1 �S` _3�I /� �- 8p O so-2.0 303 fir@ DSAM � �-�c,�_-, o � / _ EXISTING DI � 304 I I 1 �� o TOP 304.0 FL 298.1 ft m 1 Z4 RCp ` n _� ~YL FL OUT 297.81 'let ` 296.70 EC CON IT O. 7X F'pa ■r 1- ITOP PVC S /i- 1 ♦ ` 304 [04 I04.3z � Ir Ioo04.00 1 °0 6 1 304J _ 1305 305 � I 1 12" ROOF DRAIN I 12" ROOF DRAIN 1 3pq• FL ELEV. 300.0 FL ELEV. 300.0 FL ELEV. 299.0 ) 20 / ! BUILDING CONTRACTOR 302 IY 1 98.0 30.0 TO STUB OUTSIDE W/1 2- PVC 1 YL I I 1 ----- - 258.0 - - ----- �' 3 .8 III 1A n � 306.00 z 304 0 305. ELEC. CONDUITS I I O ° O ELEV 300.0 W/GALV 305.50 3 25 N 1 a- 3,04.3 VERTICAL TO TRANSFORMER PAD Z b I I n Z ( 3 ��/306 W b 1 /' 0 i EXISTING 42" RCP 4 DI-3.0 0 0 Z i 1 TOP-303.4 CO 30 90 1 FL OUT 298.2 _ I 5�� 0 303. TARGET�.5/306.70 a I U�:F 1 1 5,1 55 S.F. I i 77 0 �� FF ELEV. 307.0 NOTE: FINISH GRADE 305.8 8' SS FL 297.71 30' SD FL 299.25 6" SANITARY SEWER T WATER J B- 4.0 TOP 305.65 FL IN 24" 299.5 FL IN 18' 299.8 FL OUT 299.4 EXISTING 10' U.E. T PARKWAY PLAZA PHASE 8 PARKWAY PLAZA PHASE 6 B R A Z O S S Q U A R E Z 0 N E D C O M M E R C I A L C FL 297.78 EXISTING 18" Cl-. 301\ 302 - -3 - 300 300�/ FL 298.55 �� GRADE TO DRAIN Y r TOP OF SELECT FILL 306.33 L�O� f305 1 TOP OF NATURAL SOIL (TREATED) 301.00 0 BOTTOM OFSCARIFICATIONAND LIMESTONE STABILIZATION 300.33 305.70 I EXISTING DI YL ______ TOP 305.0 1-11 I / / FL OUT 298.90 l i y/ 1 FL 301 O CUT T2 EXISTING BOX �\ I M 1 3 55 j NOTE: - NOTE: /' FINISH GRADE 306.0 o'' 101 FINISH GRADE 305.6+/- NOTE: 12' RD FL301 .84 �,�• ' EXISTING 30' RCP I .L' 3O"SD-FL 299.09 FINISH GRADE 308.0 +/-- 3- GTE BOTTOM 303.6+/- R 8" WATER FL 296.90 12"SD-FL 301.95 01 \ fV,l 1 I 1 143.0 6- SS -FL 298.92 pow QJ \ 1 / 12' ROOF DRAIN �� \ -EXIST. FIRE HYDRANT I I 1 77.0 T \ / 3'06 I W _ ROOF DRAIN FINISH GRADE 306.0 +/- / FL 302.0 o-. 306 \ ` \ HL 302.0 15" SD -FL 301.5 5 -GTE-GTE-GTE-GTE-GTE i 6" SS -FL 299.50+306. 33.0 15' ROOF DRAIN SS - ' + 306.2 FL 302.0 i YL ,I 3 306 ss a x 3"�•2 - f - -- o o _ I SS �_ 25 _� 06.4a \ I SD-4. 1 I:a aiy�lc t_ i SSiWo AM \ �, 1 p8 • 306 30e•60 \ EXISTING DI 0 0 3f.CP �/ O� +345.95✓ - �.90f \ TOP 304.80 I 3 77.0 0 /'\ � YL } 305.& +305.90 305.55 YL _e_ JI 11 L` 298.5 FROM PL 305.70 305.85 .2S o -4--190.0 / I7 �3o6.so _ � -- 307 M 10) 345 TOP 30b, ZS FL IN 12" 301.5 16 FL IN 15' 301.3 FL OUT 301.3 3 I O 1 L , 379.0 d 1, 304.80 306 1 ctv 316.0 0ekx O W306.55 1 i ', 304.37 - I 170.0 253.0 O� - \ 77.0 1 304.45 304.35 00, 0 8 4 04.8 + r04 SO-6.0 1 I 306.80 I 304.s0 1 -!- YL � C 305 I \ �Oa 24 RCP00.43z 4 a o ssz 30 304 0 In YL I q4" RCPoo. o i ` o J � 0 N a L- I F 304.50 _- L= - - - -� DEVELOPMENT 304 FUTURE LINE RETAIL i 307 I ' 6500 S.F. ♦ 30 �, / YL \ / YL I 305 _ ��ii 305.15 303 sS�V o J I , 308 o I� a) 308 � I YL 0.4954 AC. 1 I I 90' I 21,582 S.F. L- `304.50 I 307.45 306.35 ` / - \. 3 SD-10.0 303 304 304. 307. e 5" RCP01 .05z 30? , 30�` poi - DI=, , DI-5.0 30 305/ 306 TOP DI-10 303.8 TOP 303.9 TOP 301.75 FL IN 300.07 FL OUT 301.20 FL OUT 298.90 FL OUT 300.07 FL IN 299.20 DI-8.0 DI-6.0 TOP 304.08 TOP 303.65 TOP 303.72 3 FL IN 301.58 FL IN 300.70 TOP FL OUT 301.58 FL OUT 300.70 FL IN 301.16 SF�1��Et9CONt0�2 0�1. Foa, FL OUT 301.04 17(LA, IC5x%5p, H 6 C V Lv(�-Az T 307.85 3�'� / 308.65 `307 -_ - � i 25' MIN. BUILDING LINE el .-dos 10' EXISTING UTILITY EASEMENT 309 DI-9.0 TOP 304.5 FL OUT 302.0 SITE FAR'I4iFX3RK AND PAVING TO MEET RBXIPRffNI`S SPECIFIED BY SaMMESTEM LABORATORIES, GEO'I`ECEUCAL STUDY ,#24-91150 OF APRIL 25, 1991. 4 6+ � \,,x �GP APPROVED FOR PERMITTING: ❑ AS NOTED ON FLANS ❑ WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS B Y Date v 1 Area - as shown this sheet Elevations - as required to aoco,plish finish grades shown this sheet 1. Strip all vegetation and top soil (to 6" depth) and stockpile -To pSolt- ON SITE . 2. Rough Cut/Fill entire site to grades that are: A. 11" (.921) below finish grade at parking lot paving B. 12-1/2" (1.041) below finish grade at roadway (heavy duty) paving (elevations vary for Concrete alternate, see cone. paving sheet C-8) C. Fill to be on -site cut and shall be placed and compacted in 8" loose lifts compact to 95% Std Proctor D. Grade to within +/- 0.10 feet 3. Proof Roll with at least three passes using a 15 ton (min.) roller for soft spot detection according to page 20 of the Site Geotecdulical report. 4. Remove soft spots and replace with appropriate soil to meet the Site Geotechnical report requirements. 5. Maintain site for drainage at all times during construction. Building Pad Construction: Area - 6' outside building wall lines Elevations - as shown this sheet 1. Excavate to elevation 301.0' 2. Scarify and line stabilize to elevation 300.33' (8" depth). A. 6% lime by volume B. Ccupact to 95% Std. Proctor (ASS D-698) 3. Fill with select, non -expansive soil to elevation 306.33' A. Fill to be approved by Soils Lab B. Fill to be 10 to 20 PI C. CaTpact to 95% Std. Proctor in 8" loose lifts with moisture content of -2% to +3% of optimum 12• 18• CURB AND SIDEWALK By G.C. CONCRETE By Site Dev. Sub. u Q ASPHALT PAVING 4 1 % SLOPE -► By Site Dev. Sub. I I TU 77 30• SIDEWALK CURB/PAVING INTERFACE DETAIL EXPANSION JOINT (INDEPENDENT OF CURB) CURB & GUTTER -\ N.T 5• CITY Row -6•-0" SLOPE 1 /4" /FT. 12' WOOD FLOAT FINISH 4- THK. (MIN.) REINFORCED CONCRETE SIDEWALK -- PROPERTY LINE PRIVATE PROPERTY 2- SAND CUSHION #3018- O.C.B.W. COMPACTED SUBGRADE C - a, 02. SIDEWALK DETAIL N.T.S. LEGEND: © JB - STORM DRAIN JUNCTION BOX DI - STORM DRAIN DROP INLET RD ROOF DRAIN PIPE � � � � STORM DRAIN PIPE -GTE- GTE - UNDERGROUND PHONE CONDUIT _SS _ _ SANITARY SEWER W - WATER LINE MH - SANITARY SEWER MANHOLE , YL YARD LIGHT FOOTING X EXISTING SPOT GRADE + FINISH SPOT GRADE - - - - EXISTING GRADE CONTOUR 300 FINISH GRADE CONTOUR NOTES: 1. SEE SHEET C-3 FOR UNDER GROUND STORM DRAIN DETAILS 2. SEE SHEET C-5 FOR UTILITIES DETAILS 3. CONTRACTOR TO KEEP CITY STREETS CLEAN AND CLEAR OF MUD, DIRT AND DEBRIS AT ALL TIMES 4. CONTRACTOR SHALL USE APPROPRIATE EROSION CONTROL MEASURES DURING CONSTRUCTION 5. SEE SHEET EO FOR YARD LIGHTING AND POLE BASE DETAILS 1. Demolition 2. Clearing 3. Construction staging site 4. Site grading 5. Building Pad construction 6. Paving construction 7. Sidewalks (except at building) 8. Curbs and islands 9. Precast concrete curbs 10. Curb cuts and Entrance driveways 11. Parking Lot paint striping 12. Parking Lot signage 13. Site Lighting pole bases 14. Underground Storm Drainage System 15. Water service from Main to 5' from building 16. Sanitary Sewer from Main to 5' from building 17. Electrical Conduits and Transformer Pad 18. Telephone Conduits to 5' from building 19. Natural gas by Lone Star Gas (not included) 20. Site Layout (Initial Layout by General, stake maintenance and resetting by Site Sub) 21. 'Nesting and quality control by General Contractor and/or Owner 22. Site Fencing NOTE: ALL SITE LAYOUT TO BE ACCORDING TO DRAWING C-1. �0 J LL_ 0 o 00 lW W LijQ (� w z V O `I SO Z O Q J D Ljj � � C.Q _ i- Y W W Z O -J 0) --� O O o C) U v I Z Q r N.T.S. 0 0 Z Q -1� 0 7- 0 �oc�a�oo� yap Coy O w OX ^ W w mO V / Q J ~ 1 _d V Y W Z O = U U a- Q Y f PROPOSED R.C.P. PI JUNCTION BOX DETAIL. SCALE: 1 /2" =1 '-O" VARIES ^ m 4 -j PROPOSED R.C.P. PIPE �- 6" TYP. ;ED R.C.P. PIPE PE #4012"O.C.B.W. ' ® CENTER OF SLAB PROPOSED R.C.P. PIPE ---El ------- I Ell TE❑❑ I - - ---- VARIES I ❑❑❑❑ I - - I ElElEDEIE ❑❑0 ❑❑ DOEI L —7J I I I I I ^ I I t— in I I NOTE: SEE SHEET C-2 INSET I I I FOR DI-2.0 DIMENSIONS I I I I I I PROPOSED R.C.P. PIPE I GRATE INLET DETAIL SCALE: 1 /2" =1 ' -O" #506"O.C.B.W. o ° b 1 1/2 ° ° J SECTION 'A —A' 8" #4012" O.C.B.W. VARIES 3" CLEAR 6" TYP. J 8" TYP. FOUR SIDES 6" TYP. NOTE: 1. BOTTOM OF BOX MAY BE LOWER THAN DISCHARGE FOR ECONOMY OF CONTRUCTION OF INLETS AND JUNCTION BOXES. 2. DISCHARGE AT OUTFALL 1.0 IS TO BE A 30" RCP STUBBED THROUGH THE DETENTION POND WALL. #4012"0.C.B.W. -J ® CENTER OF SLAB #506"O.C.B.W. ° ° rlI I I1 1 /2" ° ° MIN. 6" (TYP.) 12"+I.D. (TYP.) SECTION 'B—B' 8" #4012" O.C.B.W. VARIES 3" CLEAR 6" TYP. J 8" TYP. FOUR SIDES 6" TYR. 305 295 NOTE: 1. ALL PIPE TO BOX JOINTS TO BE FULLY GROUTED TO PREVENT LEAKAGE. 2. ALL PIPE TO BE SET ACCORDING TO TRENCHING DETAIL SHOWN ON SHEET C-5.3. OWER POLE POWER POLE ---,,GTE PHONE CONDUITS FINISHED GRADE AT 6" ABOVE PIPE TW ELEV. 302.0 TOP 304.0 FINISH GRADE 301.5 TOP PIPE 300.2 m 54" RCP STORM DRAIN PIPE EXISTING INLET 0 -I WATER LINE PROFILE - STA. 9+26.7 TOP ELEV. 294.0 - o 2-4' ELECTRICAL CONDUITS TOP ELEV. 294.0+/- INV. OUT 297.81 FL 295.4 C 3 54" RCP STORM DRAIN PROFILE (CONSTRUCTED BY OTHERS) SCALE: H:1" =40' V:1" =4' 4 APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS By -�/� Date �►�-9 I af o Lj o 00 LLJ N z W W H (n z 5 (nW X w F- /�^ � V � w w Z 0 0� O V W V) �J m Z >- Y W z O W ---� O) �00 o �Ur-U� V) J_ N Q H � O W 0 J V) w Q W zO W 0 Q F- Z � w Q 0 m 0 F— D Q 0 V) F- J U) 0 W z =0 Q J — V)O Z ? U 0 = 0 Q r Q (� Y i F) o O1 _ U h Q = W Z U w a Q k W 0 0 p N 4 LEGEND: NOTE: CENTER SEWER LINE JOINT AT CROSSING POINT 3" WATER SERVICE LINE W/ 8" X3" TAP TEE, M.J. 3" BALL VALVE 3" X3" TEE 3X2" REDUCER 2" METER TO MEET CITY SPECIFICATIONS 2" BALL VALVE 2"X3" REDUCER 3"X90' BEND EXIST. SEWER LINE VAULT TO BE CONSTRUCTED / ACCORDING TO SHEET C-6 EXISTING 8"r TEE, EXISTING 8" PVC WATER LINE " " 8 VALVE AND 8 X 12 REDUCER 8"X6" TEE, M.J. 3" TYPE "K" COPPER PRIVATE SERVICE LINE FTO BE PLACED OUTSIDE EASEMENT P L -� PL BLDG. EXISTING 8" SANITARY SEWER AS ANALYSED FOR SITE PLATTING STORM WATER DETENTION FACILITY AS DETAILED BY HEB DRAWINGS IDP-1 & DP-2 I ' EASEMENT LINE I II I I 8" PVC 1 � FIRELINE 900 (CL200) L I I 5.75' 7' - 6» Nk I SIAMESE CONNECTION 14.0' I 4. OR, 4. OR. CURB LINE 3.0' MIN. 1 1/2" IRRIGATION WATER SERVICE W/ 3"X1 1/2" REDUCER 1 112" METER TO MEET CITY SPEC. 1 1/2" BALL VALVE 1 1 /2" PLUG EXISTING 12" WATER C - 4 , 0 1 FIRELINE AND DOMESTIC WATER SEE PROFILE C-5. NTS PROPOSED 20' WIDE PUBLIC UTILITY EASEMENT EXISTING 8" TEE, M.J. - EXISTING SEWER MANHOLE FL OUT 297.97 FL IN NORTH 298.00 FL IN EAST 298.00 EXISTING 12"X6" TEE, M.J. EXISTING 12" PVC WATER LINE I I I� I� EXISTING 12"X2" TAPPING TEE I W/PLUG AND SURFACE I MARKER I I 0 PL (2) 10' PUBLIC U.E. II . I I 5.0 20.0 I I I I EXISTING 18" WATER INSTALL ELECT. SERVICE CONDUIT W/PULL CHORD. PROVIDE 30' OF 4" GALV. W/10' UP POLE INSTALLED. INSTALL 2-4" SCHED 40 PVC - CONNECT 1 TO GALV. AND CAP BOTH ENDS OF THE SPARE. PULL CHORDS IN ALL CONDUIT. P 0 L A R- B E K C 0 M P A N Y ( M U L T I F A M I L Y H 0 U S I N G) PROPOSED OVERHEAD ' I ELEV. 295.1 STD. FIRE HYDRANT EXISTING ELECTRICAL ALL E BY i (TO BE INSTALLED BY 11.0' CITY ELECTRICAL N _ 420' PROP. GAS LINE DEPARTMENT) -- 39 - - _ Etc '2 8 ',5 7„ F__Now�� -- - _ PP SO 1 O' UTILITY EASEMENT PLu.Ec�c _ - _ 8. 9 8 PL rn 20' UTILITY EASEMENT ftft EIEC I --_ 21O I I EXISTING � t_ GAS SAN. MH #1003 C.O. s - r EL.0 TOP EL. 300.8 2 WAY � s._s.. � -cA,s � PL F/L OUT 294.69 PROP. UTILITY EASEMENT GAS - - ELEc F/L IN 295.0 (BOTH) _- GAS - - ELEc ?? 0 t2s.o 9'-2"X8'-9" TRANSFORMER PAD cu� SEE DETAIL C-5 I, 6" PROPOSED PVC SAN. SWR. EXISTING STD. FIRE HYDRANT (PRIVATE) (LOT 1 DEVELOPMENT) 174.5 GAS SERVICE ENTRY EXISTING STORM SEWER 4" SANITARY SEWER SERVICE LINE z 54" PRIVATE (LOT 1 DEVELOPMENT) INV. ELEV. 300.00 EXISTING 8" WATER r 4 (LOT 1 DEVELOPMENT) EXISTING 8" SAN. SWR I O I EXISTING 2-3" SCHED 40 W/PULL CHORDS 18.0 SAN. M H # 1004 N TOP EL. 303.3 0) F/L OUT TARGET F/L IN 297.01 7.01 F.F. ELEV. 307.0 F9 6" SANITARY SEWER (EXISTING) I �O FIRELINE VAULT 8"X6" TEE, M.J. SIAMESE CONNECTION O GP �� X 3" TYPE "K" COPPER SERVICE LINE -' 4" WASTE SERVICE LINE I PL INV. ELEV. 303.0 AT 5' FROM BUILDING PROPOSED 6" PVC (SCH40) SANITARY SEWER (PRIVATE) 2" WASTE WATER SERVICE LINE N 49'48 34 W INV. ELEV. 303.0 AT 5' FROM BUILDING 90.00 GTE -GTE -GTE GTE 1200 C.O. C. 0. 28.5 2-45'BENDS 2 WAY FL 2 9 9 A 0 C. 0. \_ r) C.O. __ '� EXISTING STD. FIRE HYDRANT 15.0 145.0 FL 301.15-21�_ FL 302.7 (LOT 1 DEVELOPMENT) 2 _WA Y 2 WAY O. (2 -WAY) (- C.O.-) C.O. 15.0 6" WASTE SERVICE LINE PROPOSED 8" PVC (C900) FIRELINE � INV. ELEV 303.00 AT 5' FROM BLDG. STD. FIRE HYDRANT (EXISTING) 20' WIDE PUBLIC UTILITY EASEMENT 6" SANITARY SEWER (CITY) UTILITY EASEMENT PROPOSED 6" PVC (SCH40 F SANITARY SEWER SERVICE (PRIVATE) 15' PROPOSED PRIVATE UTILITY EASEMENT �3.0 END SAN. SERVICE AT FL ELEV 301.0 PLUG I AND MARK LOCATION AT SURFA( 2 0 INSTALL 6" IPVC, SCHED 140 ENCASEMENT FOR FUTURE PRIVATE WATER SERVICE (PLUG BOTH ENDS AND PLACE SURFACE h STA. 00+00 EXISTING STD. CITY SEWER MANHOLE F/L OUT 300.0 F/L IN 300.1 6500 S.F. MAX. F UI TURE RETAIL 136.0 S 49'48'34" E - 656.50 18"X 12" TAPPING SLEEVE W/ GATE VALVE AND BOX T E ?AP 10 & M-12 & PL 25' BUILDING LINE PP. 10' EXISTING UTILITY EASEMENT A S A C FTJ O O O PP. V E N U E WATER LINE GAS - - GAS LINE -GTE PHONE CONDUIT SANITARY SEWER R] C.O. CLEAN OUT 0 SANITARY SEWER MANHOLE t� WATER LINE VALVE NOTES: 1. ELECTRICAL SERVICE TO BE UNDERGROUND FROM POWER POLE TO TRANSFORMER. SITE CONTRACTOR TO INSTALL CONDUIT AND CONCRETE TRANSFORMER PAD AS SHOWN THIS SHEET. 2. SITE CONTRACTOR TO INSTALL SEWER LINES AS SHOWN THIS SHEET ACCORDING TO CITY STANDARDS. INCLUDES CITY MAIN FROM MH#1004 TO STA. 0+00. 3. SITE CONTRACTOR TO INSTALL WATER SERVICE LINES AND CONDUITS AS SHOWN THIS SHEET ACCORDING TO CITY STANDARDS. DOES NOT INCLUDE 12" AND 8" PERIMETER LOOP. 4. GAS SERVICE TO BE BY LONE STAR GAS COMPANY. 5. SITE CONTRACTOR TO INSTALL PHONE CONDUIT LINES AS SHOWN THIS SHEET. 6. ALL UNDERGROUND LINE TRENCHING TO BE CLASS "D" AS SHOWN BY DETAIL C-5.3. APPROVED FOR PERMITTING, ❑ AS (VOTED ON PLANS ❑ WITH ATTACH 'ENTS ❑ WITHOUT ATTACHE ENTS By /G�'I/or' Date OF I. It � W O 00 W d- cv r-- r Z W - 5 w V) n Z V) X Ld W 00 'q- 0Z0-11- .q- F- < Q � V) CO _(nY0 Z O Lij J _1 _0C:) O, '�� U r- c ) Z Q J n V) W 1= IW I- nrifill"I m O J V) Z � O W Co F- > Z m0 V)Q F- J V) � w _ CD Y J z0 = 0 U n Q Y Lo 11 W _ 0 o l 0 Z 0ui < W W V) 0 o 0 19 4 5 STEEL BARS 6" O.C. (SEE DETAIL 6 - F 8 GEN. NOTE : 6 ) 6It MIN. CONCRETE SUPPORTS (TYP.) -/ (PROVIDE AMPLE CLEARANCE FOR FLANGED BOLTS a NUTS) MINIMUM DEPTH = 2 FEET ABOVE HIGHEST POINT ON A CLOSED VALVE ASSEMBLY CONSTRUCTION JOINT (TYP.) # 5 STEEL BARS 12It O.C. DETAIL: 6 - B ELEVATION OF DOUBLE CHECK VALVE ASSEMBLY a VAULT 36"+ LENGTH OF DBL.CK. VALVE ASSEMBLY ( MIN.) i I • � J 12�� MIN' EDGE OF DOOR FRAME I I 2 ww 1 0co P o ;o � 1- Q� Q� _� o w { I a E J D r < . ,61 +"z� co an I- • , � I v o i ( SEE GEN NOTE 8) I EXTRUDED ALUMINUM STEP # 5 STEEL BARS 12" 0. C. 12" O.C. ( SEE DETAIL: 6 - G ) CONSTRUCT 24"x 24"x 4" STOP -70F VALVE BOX TO BE FLUSH WITH CONCRETE SLAB AROUND / FINISHED GRADE OR SLIGHTLY RAISED VALVE BOX EXCEPT WHEN ABOVE NATURAL GROUND (EXCEPT IN VALVE IS IN PAVEMENT PAVEMENT) �-12 it (TYP. ) -�" `-`-# 4 STEEL BAR (ALL SIDES) MUEL LER VALVE BOX OR EQUAL ( PROVIDE BOX AND SHAFT -� EXTENSIONS AS REQUIRED. .J Z SHAFT EXTENSION TO BE WITHIN 2 FT OF TOP OF VALVE BOX.) ( SEE SPEC. �I m W. 203 5 D e E) _) g 3la r X I w J JIM t� � Y M.J. GATE VALVE SEE NOTE 10 O J ' O O UNDISTURBED EARTH CONCRETE BLOCKING DETAIL: 2 -A GATE VALVE DETAIL DETAIL: 6- E PLAN OF DOUBLE CHECK VALVE ASSEMBLY 36"+ LENGTH OF DBL.CK.VALVE ASSEMBLY (MI I�~— 3,-0" ( MIN) DETAIL: 6- F VAULT DOOR DETAIL 3- 6" \ 3VAULT WALL I�1117 ALCOA #12653A DETAIL:6-G MANHOLE STEP MATERIAL LIST A.M.J. 90° BEND B- GATE VALVE a VALVE BOX (UNDERGROUND) C - WATER METER D • CAST IRON FLANGED COUPLING ARAPTOR (SMITH BLAI R TYPE 912 - OR EQUAL) E GATE VALVE (NON- RISING STEM) WITH HANDWHEEL F'BACKFLOW PREVENTER (REDUCED PRESSURE TYPE) G- FLANGED 900 REDUCING BEND H • M. J. RETAINER GLAND I - FLANGED 900 BEND J. DOUBLE CHECK VALVE ASSEMBLY GENERAL NOTES: I- PROVIDE NON - CORROSIVE SCREEN AT ALL 216 PVC DRAIN HOLES. 2 • PROVIDE 12It MINIMUM CLEARANCE FROM BOTTOM OF BACKFLOW PREVENTER TO FLOOR SLAB OR PROVIDE GREATER CLEARANCE SO AS TO OBTAIN 6" MINIMUM CLEARANCE FOR FLANGES FROM VAULT FLOOR SLAB- 3 • AT ALL LOCATIONS WHERE PIPING EXTENDS THROUGH CONCRETE VAULT WALLS AND UNDER VALVES, METER a BACKFLOW PREVENTER, PROVIDE - BOND BREAKER OF POLYETHYLENE OR BUILDING PAPER. 4. ANCHOR LUGS ON FRAME OF BILCO DOORS TO BE REMOVED, SINCE LUGS WILL NOT BE ENCASED IN CONCRETE WALLS OR TOP SLAB. SECURE FRAMES TO WALLS AND TOP SLAB BY INSTALLING BOLTS THROUGH HOLES IN FRAMES WHERE LUGS ARE REMOVED. BOLT HOLES IN CONCRETE WALLS AND TOP SLAB MAY BE DRILLED AFTER CONCRETE HAS CURED. 5 • GATE VALVES SHALL HAVE NON -RISING STEMS. APPROVED FOR PERMITTIN 6 - ALUMINUM FRAME a LID TO BE BILCO FLOOR ❑ AS !"COTE® ON PLANS 4'- KD DOUBLE LEAF ALUMINUM TYPE KD-3 4'- 0 x 6'-0" WEIGHT 225 64. (OR EQUAL) ❑ WITH ATTACHMENTS 7. "REDUCED PRESSURE .TYPE BACKFLOW PREVENTER ❑ WITHOUT ATTACHMENT MUST COMPLY WITH THE LATEST AWWA C506 SPECIFICATIONS AND CITY SPECIFICATION W.209. BY Date 1-7- i 8 WALL AND SLAB THICKNESS, AS WELL AS RESAp �'"• SPACING AND SIZE, MUST BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THAT SHOWN IS MINIMUM! 9 ALL MANHOLE STEPS TO BE CAST IN PLACE. 10 COATED CAST.. RON OR STEEL STEPS WILL NOT BE ACCEPT . \Aii • 1�.• - .._woo ALUMINUM FRAME of a LID NO ©f - BATE BILCO KD-3 4'-0 x 6'-0`� 1 COMS1Nc �l, 3/� a 1^1.3 2. (OR EQUAL) ro CITY OF COLLEGE STATION WATER DEPARTMENT APPURTENANCE SHEETS SCALE NTS APPROVED BY DRAWN BY JLR DATE NOVEMBER, 85 SHEET NO VAULT DETAILS IW3/6 cr O W 000 W N t� Ld 5Lj LJ F— ^ V / w w F— Z 0Z0-mot' L 0 Q _J wU) _�>_wc(D (%) Y 0 ;ZoJ� U r- .� C 0 N F— V) O w �--- OW ~ LI J (f) 0 > Z E3 O Of Ld m F= ::) Q 0 1.— ui J J Lv LtJ V U O ?v U a- Y O N U o, ~ a w = w U < (noocn w j°/z0g11 PARKWAY PLAZA PHASE 8 PARKWAY PLAZA PHASE 6 LIGHT DUTY ASPHA I I L -f-% V I L 1 lJ I I u LJ 1 V 1 N L_ I L T E X A S A V E N U E A LT XISTING PAVING VY D U TY SPHALT IP SIGN STOP SIGN INSTALLED - IN LANDSCAPE AREA II II � II � I I 7.2 7.3 ZI II 0 60 E GRASS HANDICAP, NO PARKING SIGN INSTALLED IN PARKING LOT. HANDICAP LOCATIONS 2-SIDED WHERE STALLS FACING II II 2- STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE. N W 0 U _ 6- PAINT STEEL PIPE FILLED w/ CONC YELLOW WQ I I cr W II =� J u W 30 Occ I I s J Z d o I I "' < °zI U S I I z co0 z ! PAVING � e z o Cr LL � • to ' Q . c � t Z u O = a 4 cc o O � CONC. FTG. a_ 18' TRAFFIC SIGNAGE ALIGN STRIPING ON RAMP/STORE ENTRY L _ I RAMP �\ I 6' � I 2'-0' 3 0'-O' 0 I a N I II 16-4' W AT 2'-0" 6• IDE YELLOW STRIPES ON CENTER PARKING BAY TYPICAL CROSSWALK STRIPING 8-0 1-41 1 I I TRAFFIC ARROW DETAILS _ 4' DIA YELLOW NON-REFLECTOALZED 1 t'iAFFIC BUTTONS (PREMARK P-7 OR EOUAQ --4• YELLOW PAINTEQ STRIPES , TRAFFIC ARROWS 17- 0 7.4 TRAFFIC ARROWS PAVING ALTERNATES SYMBOL BASE BID BID ALTERNATE NO. 1 ------------------ ----------------- ------------------ ---------------- - ----------------- _ _ _ _ _ _ _ — _ __ _ _ — _ ------------------ ------------------- 6" ONCRETE PAVING (HEAVY DUTY CONCRETE) 6" CONCRETE PAVING (HEAVY DUTY CONCRETE) 2 1 /2" ASPHALT PAVING (HEAVY DUTY ASPHALT) 6" CONCRETE PAVING (HEAVY DUTY CONCRETE) 2" ASPHALT PAVING (LIGHT DUTY ASPHALT) 5" CONCRETE PAVING (LIGHT DUTY CONCRETE) LEGEND: — - - — - - — - - — CONSTRUCTION JOINT (DETAIL SD-7.13) -----------------I HEAVY DUTY CONCRETE PAVING HEAVY DUTY ASPHALT PAVING LIGHT DUTY ASPHALT PAVING CONC. EXPANSION JOINT (DETAIL SD-7.14) NOTES: 1. SITE DIMENSIONS, SEE SHEET C-1. 2. SITE PAVING AND SIGNAGE DETAILS, SEE SHEET C-8 3. SPECIAL PAVEMENT MARKINGS AS INDICATED THIS SHEET; PAINT STRIPES FOR PARKING AS SHOWN BY SHEET C-1. 4. ALL TRAFFIC CONTROL SIGNS AND HANDICAPPED SIGNS TO BE DESIGNED ACCORDING TO THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 5. FIRE LANE MARKINGS TO COMPLY WITH CITY FIRE DEPARTMENT STANDARDS FOR COLOR AND PLACEMENT. (FIRE MARSHALL WILL IDENTIFY PLACEMENT). NOTE: ALL SITE LAYOUT TO BE ACCORDING TO DRAWING C-1 . APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACHMENTS ❑ WIT OUT ATTACHMENTS 4 By Date Z< . ,rE 1I 1 L +.., Paving Construction: RUCTION Area - Defined this sheet. �- Elevations - as shown, sheet C-2 1. Fine grade to required elevations 2. Scarify and lime stabilize to 8" depth. A. 6% lime by volume B. Compact to 95% Std. Proctor (ASZM D-698) 3. Furnish and install limestone. A. 'Thickness according to detail C-8.14 B. Compact to 95% Std. Proctor at -2% to +3% optimum moisture content. 4. Furnish and install asphalt paving A. Thickness and material according to Detail 8.14. 5. Construct all curbs and parking islands. 6. Construct all on -site signs 7. Provide all parking lot paint striping and marking. W o oo W ..I" N r-, Il- Z LJ — W F-- (n Z�W X W ~ z C) w �- _o ` I- (n �-- Q _j Uj V) _V)Y0 �Z0Irn O . :E U r.,0,q- ,— U "� r0� W N o Q Z V) OX 0 �-- Q 5�-�� IJ w Z Z MO Q =) F- Q J (n � J W 0 Q Y LLJ d. Z O W = U a_ V Q Y o a' L II w r; = w U) z U < w V) o 0 V) SILT FENCE OR HAY BALES (ENTIRE PROPERTY LINE) LEGEND: JB - STORM DRAIN JUNCTION BOX DI - STORM DRAIN DROP INLET RD ROOF DRAIN PIPE D STORM DRAIN PIPE EXISTING STORM WATER DETENTION FACILITY P 0 L A R— B E K S UBDIVIS ION ------GTE GTE — UNDERGROUND PHONE CONDUIT 30' EMERGENCY VEHICLE ACCESS ( M U L T I F A M I L Y H O U S I N G) SS — SANITARY SEWER (PER PLATTING REQUIREMENTS) Z 0 N E D R— 6 D � W — WATER LINE N 0�� MH — SANITARY SEWER MANHOLE L ' u �. \ YL YARD LIGHT FOOTING ` FND SILT P FENCe �G YL ! 175.0, J 10' UTILITY EASEMENT •� \\ �� Y20' UTILITY EASEMENT \ ��= L EXISTING DI TOP 304.0 YL I � YL i I I I IYL I I I 6" SANITARY SEWER I 8' WATER I I W _ SS EXISTING 10' U.E. II J_ I I i PARKWAY PLAZA PHASE 8 PARKWAY PLAZA PHASE 6 I r LJ 0 B R A Z O S S Q U A R E J Z O N E D C O M M E R C I A L C I I C I I � I I� II I I n 1 EXISTING 18" CULVERT — GRA,E_ Tn ^RAIN TARGET 115,155 S.F. FF ELEV. 307.0 15 0' n jSTAGING AREA FUTURE �� 20.0' R ETA I L / 6500 S.F. YL -LIMESTONE 0.4954 AC. 21,582 S.F. - EXISTING DRIVEWAY EXISTING FIRE HYDRANT Ss 0— GTE GTE GTE GTE POSTS (OR STAKES) AS REQI TO MAINTAIN EXISTING FIRE HYDRANT 0 �L\ 1 \ HAY BALES OR SILT FENCE (TYPICAL 8 INLETS) I PL f SILT FENCE C-9. 1 I LIMESTONE COMPACTED TO 95% STD. PROCTOR I• -- YL YL YL r�l 1 ENCING FABRIC I OTE 1. 7" CUT/FILL TO ROUGH GRADE \� ANDPROOF ROLE/COMPACT. REMOVE SOFT SPOTS AND FILL W/SOIL STAGING AREA/DRIVEWAY C-9.2 NOTE: 1. HAY BALES MAY BE USED INSTEAD OF SILT FENCE. EACH BALE TO BE STAKED WITH 2 STAKES THROUGH CENTER OF BALE. 2. SILT FENCING OR BALES TO BE MAINTAINED UNTIL SITE DEVELOPMENT HAS BEEN COMPLETED OR UNTIL PAVING PREVENTS SILTING OF INLETS. 3. STAGING AREA AND SURROUNDING SITE TO BE GRADED FOR DRAINAGE AT ALL TIMES. 4. AFTER STAGING AREA USAGE, LIMESTONE TO BE STOCKPILED AND RE -USED AS PAVING BASE. NOTE: ALL SITE LAYOUT TO BE ACCORDING TO DRAWING C-1.13 ATTACH APPROVED FOR PERMITTING S NOTED ON PLANS ❑ WITH ATTACHMENTS ❑ WITHOUT N;EN��S By Date LV-0-91 � o L.LJ O o0 w N� W�F— Q CLz�X � W w w w w Z OUP®d" � Z p F-- � Q —J J W tD �ZoJrn �o� CD LLJ 0 N Z � o OQ �cf) Z� R=3.0' 40.0' R=3.0' C-8.1 7 � rb CL R=6.0' ao (D PI -A 9.0' �; o° PI-D R=3.0' R=6.0' (2 CORNERS ® DRIVEWAY) U 40.0' 0 rn fY N li C-8.01 SCALE 1" = 1 0' 1 8.0' >C-8.17 P I - B 9.0' R=0.5' R=3.0' (T YP) (2 CORNERS) C-8.02 SCALE 1" =1 0' C-8.03 SCALE 1" =1 0' 23.0' N - IO 20 In 0 cj N � R=3.0' C-8.04 SCALE 1" = 1 0' = 3.0' C-8.05 SCALE 1 " = 10' C-8.1 7 19.01 J n 0 00 fj� N LL. R=2.0' R=2.5' ,1 I i i I i I 6.0' � I C-8.1 7 R=4.0' R=6.0' 9.2 8' ^-� rn LL C Ln �o R=6.0' PI-r I� 0 rn R-3.0' R=3.0' OD fY N IL 9.0' J 40.0' 00 0O N LL C-8.06 SCALE 1"=10' PARKING ISLANDS (A R=5.0' C\ LC; R=3.0' _) 1 9.6' L19.6' i In �:2 O 0 0 ofro IL C-8.1 7 C-8.07 SCALE 1" =1 0' 1 9.6' 1 9.6' 6 4'1 2u 1 1/2' RADIUS CCRE ONTE CURB s3 BAR CONITINUCKJS ROUGHENED SURFACE .0 /1 G - W/ 1 /2' DEEP GROVES `� •d D. D r b' a BEE CURB DOWEL E4 BAR CONTINUOUS DETAIL AT RIGHT 03 BAR .- lfiO.0 MAX 3• RADIUS / 4 aAA.S a 24' O C EA WAY 30w PSI CONCRETE D 4 1115A1 DETAIL e' SUBGRADE. LIME STA81LlZED W/ 0% LIME COMPACTED TO 95% STANDARD PROCTOR (ISTM INS) LIGHT DUTY NERVY DUTY CURB -CONCRETE PAVEMENT C-8.10 CONCRETE PAVEMENT C-8.14 CORNERS - 1' RADIUS _ L 3" TOP OF CURB 4 CURB END GUTTER n a o, oZ '10l I _ PAVEMENT: CONCRETE / ASPHALT CURB END DETAIL C-8.1 1 NOT MIX ASPWILTIC CONCRETE (TYPE In TDH - ITEM 340 III tl 11 IIII II OOAT t (Type P) TDB -ITEM 298 m e' SUBORAVE: LIME STABILM D W/ a% LAME COMPACTED To 95% STANDARD PROCTOR (ASTM ew U GHT DUTY HEAVY OUTY A 2" 1 t• ■ 9" 10" ASPHALT PAVEMENT SAWED JOINT WITH HOT 10 10 POURED RUBBER JOINT 1' X 20' TIE BARS 24' O.C. GEM" LED TO REINFORCEMENT a <' 3" 13" PAVEMENT CONSTRUCTION JOINT C-8.15 r v O.C. 1• DLA. X 2T SMOOTH DOWEL 6'- 0" 2� r MIN. CLEAR q• 9 10" 4'- 4" 10" lk 2 1 1/4* DM. HOLE 2 HOT POURED RUBBER 14' COATING BAR STOP MPLUG CAST N CONCRETE JOINT SEALER (AS TOR GREASE) DOWEL CUP 0. O D D o a b. 0 =o f F 2 F`�: O O 0 !y NO.4 BAR N0.4 BAR r '^ CO CONTINUOUS WELDED DOWEL BAR CHAIN 2-04 CONT. W/I3 TIES CONSISTING OF 2 WARE NO. 6 GAUGE 3/4• BOARD EXPANSION JOINT FILLER C- 8.0 Q 1r O.G MAX CHAIR 6 DOWEL HOLDER AT EACH DOWEL W/ 1 1/8 HOLES FOR DOWELS PERMI N G. a� X 1'a• LG. I NO 2 ECO. 4 BARS WELDED AT IIJ1Cli ROVED FOR R INTERSECTION SCALE 1 =1 0 R REBAR DRIVEN INTO pp p ®� q S 1i/8 HOLE DRILLED AS NOTED IN CONCRETE PAVING NOTE NOTE: e000 PSI CONCRETE oa'AN ,IoN JaxT sHAu eE Ar+a+oREo IN PL AM TO PREVENT MOVE ENT I�H l e�$N ry IQW. PI Ar!FUFUT nF fYYdf rM 0 WITH ATTA _ 14 UT A,TTA r� PRECAST CONCRETE [] WITHO Da WHEEL STOPS �,� PAVEMENT EXPANSION JOINT BY Iz � C-8.12 C-8.1 6 39.2' THRU li C-8.09 SCALE 1" =1 0' 3.0' D..bl. so" u n TYPICAL CART CORRAL C-8.13 ry d- W O a0 Ld �- z N� W F- Q Z�W L1J ^ V ) w 0 F_ -� J cfl rn _(nYC�� 0 Jz r-. .0000 =>U U� 36" V) N e CI ` 0 [ V) Ljj�/ S•� Q u NTS _ �N - ® 4a MAX SPACING 'GROOVE- ' PAD. Z O x W ®-6 Q 1a MAX SPAC>�1G 6ML&. WEEP NOTES TOPS01l. - 4'MIN, .V ^ PAD. z��Yr•1�NEW 4"L4O - m PAVEMENT o _ _ _ - F- a ° 0 ~ i I I I I I I I III I\ COMMON - o J 4 BACK FILL I Q� J W ..I.•d• 03 BARS ® 4 p W ' .4 BAR coNT TOP 6 OOT. Iff z z 0 SAND CUSHION -� I 8ll NOTE' CURB TO HAVE MIN. DEPTH OF 12' BELOW COMMON BACKFiIl < U nCL I..L Y O �2 ma 00 FORMED CURB co N Z < w U C-8.1 7 N o 0 N C1 P M. L. HAMMONS, P. E. 1700 KYLE SOUTH, SUITE 240 COLLEGE STATION, TEXAS 77840 (409) 696-1444 November 13, 1991 CITY OF COLLEGE STATION Planning Department 1101 South Texas Avenue College Station, Texas 77840 RE: Target Store Texas Avenue ' Dear Sirs: Landscaping plans for the referenced Target store are being reviewed to assure accommodation of the revised water line routing and the final design of the extreme East corner of the property (see sheet C-1). Final landscaping will be submitted simultaneously with the final property corner design and will meet all City Landscape Ordinance criteria. Based on this letter of commitment to meet the City Landscaping Ordinance and our knowledge that such completion must preceed the stores certificate of occupancy, we request approval of the project building permit. Sincerely, M.^L.. Hammvnsd P. E. vil�Engineering Consultan William B. Dixon Target On -Site Repr entative QTY BOTANICAL NAME 06 1 I Uvir 61 t4IJMA. LRA P41F 2 Lt-,VA4�- fj i P-A F-1f'. Ila �;I VJ A P' F I 2�a:, tc'_ q- P-A f"E, PARKWAY PL PHASE E PARKWAY PL PHASE E 6-P�All 4 6, s�,t?A $2- 20 " r7141►Ii 61;1r 2 1.1VE-, e2A 04 ellata Post Oak xrardii Shtmtard Oak Kiana Texas Oak rginiana Live Oak sifolia Cedar Elm TREES cria Yaupon Holly mia indica Crape Myrtle "Red" 3-1/2" Cal.; B&B 200 2" cal.; B&B 75 2" cal.; B&B 75 2" cal.; B&B 75 2" cal.; B&B 75 6' Ht.; B&B 6' Ht.; B&B s indica Springtime Hawthorn 5 gal.; 36" O.C. time" s indica Dwarf Hawthorn 1 gal.; 18" O.C. i ER erum Asian Jasmine gun e irrigation sys-tesn included. 'L�1 40 30 10 10 600 375 375 750 2,250 320 1,680 2,000 800 4" pot; 12" O.C. 10 2,400 Total 12,790 ** Required 12.440 ** based on 30/pts/1000 s.f. .E, APPROVED FOR. PERMITTING: [1, AS NOTED ON PLANS Ci WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS By 6* Date �t'��► NOTES: 1. SITE DIMENSIONS, SEE SHEET C-1. 2. SITE PAVING AND SIGNAGE DETAILS, SEE SHEET C-8 N OTE: ALL SITE LAYOUT TO BE ACCORDING TO DRAWING C-1. LJ O co w N � Z W w (n Z W W �— w ZO d' Oz0�--� d- I) < Q� � � CD rn = (n Y 0 (0 Z O O oo0 L li --� � � :2 C) (01 Uri /YL SEE SHEET C-8 FOR /YL CURB 1000 �tF�lt-1 Z, ISLAND CONSTRUCTION I 10 _ > IISP�IN Ir'lGll � J�t�-I�iz.ly � ��2��`� � � -1tio �o — "�� NUrt r-r�'' I�akrr-I-+� �� t� v�-~;�Q Q Z Q w STOP SIGN ( I CFO �9/ti I �J �i%rUpG'i11 r��''t-�1� CjQ (n FLLJ -- CURB k ' WAW-rI�&WrLr� 2 �►� MYfi�. --- ilINIMt✓'' APPROVEDz FOR PERMITTING m o I ��sr GA � I I I ❑ AS NOTE NG• z �- ,! D fi t~-A ❑ WITH ©N PLANS a— cn Q ATTACHMENTS Q oz uvr, C,)A, � 4 II 46p ti II (�9 " WITHOUT ATTACHMENTS U �— ~w'1-2 InyY C T U� By cn = C� STOP SIGN PST CIS 7Utx p`�IA 1%�IN CONCRETE SIDEWALK De — w Z C / T E X A S A V E N---U E Q Y o II U r w = U d Z Q wpLil W Q 1 10j2f/4f 0 6" SANITARY SEWER 8" WATER 1 1 /2" METER ACCORDING TO SHEET C-4 PARKWAY PLAZA PHASE 8 PARKWAY PLAZA PHASE 6 B R A Z O S S Q U A R E Z O N E D C O M M E R C I A L C FL 299.9 C � — — — — EXISTING 18" CULVERT GRADE TO DRAIN 30' EMERGENCY VEHICLE ACCESS (PER PLATTING REQUIREMENTS) GPv YL 1-2.03 �� w GAS _ YL rrn _ EXISTING FIRE HYDRANT T E X A S A V E N U E LD TO 12" PVC EXISTING FIRE HYDRANT FL 301.3 L-2.02 �-FL 300.6 J FL 301.1 I FL 301.3 CURB DETAIL C-8.17 PAVING -� LIMESTONE FILTER FABRIC A6, 6" CLEAN SAND 8' WASHED GRAVEL SCREEN- 4* DRAIN 8" WASHED GRAVEI FILTER FABRIC CURB DETAIL C-8.10 r- PAVING CONCRETE 4'-0' (VARIES -SEE FLOW ELEVATIONS) WATERPROOF MEMBRANE (7 MIL POLY) PERFORATED DRAIN PIPE \"- WATERPROOF MEMBRANE ACCEPTABLE PIPE CONNECTION L-2.01 LANDSCAPE ISLAND DRAINAGE 4" SAN D WATERPROOF MEMBRANE (7 MIL POLY) ALTERNATE DRAIN SYSTEM CURB DETAIL C-8.17 N � CURB DETAIL C-8.10 � PAVING /- PAVING CONCRETE 204 MIRAFI MIRADRAIN 6000 L-2.02 LANDSCAPE STRIP DRAIN rri ioe PA\ WATERPROOF (7 MIL POLY) 4.0' L-2.03 PERIMETER MOISTURE BARRIER LEGEND 4" LD LAWN WATER LINE AND SIZE LAWN DRAIN LINE AND SIZE 4' PVC SLEEVE, SCH 40 NOTES 1. NO PLANTING OR IRRIGATION AT BUILDING PERIMETER. 2. SEE ATTACHED SPECIFICATIONS. 1. Irrigation water supply line to be PVC, Schedule 40, of size and placement shown this sheet. 2. Water Lines to be placed in 4" PVC, :schedule 40, sleeves under paved areas. 3. Irrigation piping to be 12" below grade and separated by a minimum of 3" . 4. Sprinkler Head placement and sprinkler distribution line plan to be provided by sprinkler contractor. 5. Sprinkler heads and distribution system shall be appropriately subdivided into control zones with each zone served by an electric valve. (Valve to be 1" Weather-matic 11024 CR electric valve with valve box) 6. Sprinkler Heads and distribution lines shall be placed adjacent (less than 12" from) to curbs, walkways, etc. 7. Sprinkler heads are to be Rainbird 1804-SAM nozzles (or equal). (Rotor heads may be used where appropriate) 8. Valve control wires are to be 14 guage, 'Type OF wire. Hot wire to be red cover and common wire to be white cover. Splices to be in valve boxes only. 9. Contractor to place and adjust sprinkler heads and nozzles for 100% coverage oflandscape areas without overspray. 10. Static water pressure at meter expected to. be 90 Psi NOTE: ALL SITE LAYOUT TO BE ACCORDING TO DRAWING C-1 . APPROVED FOR PERMITTING: ❑ AS (VOTED ON PLANS ❑ WITH ATTACH lki? E INJ TS ❑ WITHOUT ATTAc>Il� E.NTS By of O W o 00 W N� W - W V) Z 5 W W F- V /^ w w Z 0�7�0 Z 0 Q Q —J W (D _ (n Y C� Z O W J �00_J0 U U ,- Z Q N _JCL 0 V) Z 0 Z OW X Q � w C m Z O (V) Q J V) W CL = L.LJ Q —W Y —1 U V zo — C U Z U Q Q J Y o rn 1' II - N W U c Z < w V) 0 N SHEET INDEX ARCHITECTURAL A d A AO COVER SHEET Al FLOOR AND SIDEWALK PLANS A2 FLOOR FINISH AND BLOCKING PLAN • A3 REFLECTED CEILING PLAN A4 ROOF PLAN 9 A5 FOOD SERVICE, ADMINISTRATION, & STAFF AREA PLANS A6 FOOD SERVICE, ADMIN., AND STAFF AREA REEL. CEILING PLANS A7 RECEIVING AREA AND STOCKROOM PLANS T; A8 EXTERIOR ELEVATIONS °`''�ttll��EE'�''•j•.a4 GJ A9 INTERIOR ELEVATIONS A9A NEON DETAILS A10 ROOM FINISH SCHEDULE i y w, All DOOR SCHEDULES AND DETAILS =d�' O{VED FORAl2 WALL SECTIONS L�/uhx_ Al2A WALL SECTIONS & DETAILS EERJNG A13 ROOF DETAILS GIN PUSUc SERV/ Es & ( TIES I A14 DOCK, COMPACTOR, AND SIDEWAL: DETAILS WATER 0 i - A15 EXTERIOR DETAILS SEWER A16 NOT USED SANITATION EIECIRlc 4 A17 INTERIOR FINISH DETAILS FIN A18 INTERIOR FINISH DETAILS . ■ STRUCTURAL UWPl 0 ?�1� � V1Qp0 2 S1 FOUNDATION PLAN Z UJ N Q C*"S2 ROOF FRAMING PLAN � i 0_ S3 ENTRY ROOF AND FOUNDATION PLANS ,� 0, S4 RECEIVING AREA, GENERAL NOTES AND SCHEDULES Q " S5 FOUNDATION DETAILS oa S6 ROOF DETAILS APPROVED FOR PERM17111 N�. S7 ROOF DETAILS �► « ❑ AS NOTED ON PLANS S8 ENTRANCE SECTIONS & DETAILS ❑ WITH ATTACHMENTS S9 TILT -UP PANEL ELEVATIONS a ❑ WITHOUT ATTACDHMENTS S10 PANEL DETAILS By _ `,1:2 Date It v-:zv-1/ —�-- MECHANICAL CODES SITE—/B—UILDING INFORMATION MATERIALS SYMBOLS M1 MECHANICAL INDEX M2 UNDERFLOOR PLAN BUILDING CODE SITE ZONING M2A ENTRY/FOOD SERVICE UNDERFLOOR PLAN & DETAILS STANDARD BUILDING CODE, 1985 EDITION C-1 COMMERCIAL IIII11►tl M3 PLUMBING & HVAC PLAN LOCAL AMMENDMENTS EARTH BATT/BLANKET LAY -IN LIGHT FIXTURE M4 ROOF PLAN FIRE ZONE OR DISTRICT in INSULATION M5 ENTRY/FOOD SERVICE PLUMBING PLAN NONE © LIGHT FIXTURE M6 ENTRY/FOOD SERVICE HVAC PLAN CONCRETE BOARD INSULATION M7 BACK ROOM PLUMBING & HVAC PLANS HANDICAPPED CODE BUILDING OCCUPANCY CLASSIFICATION - EXPANSION MATERIALEXIT LIGHT M8 FIRE PROTECTION PLAN D p TEXAS ARCHITECTURAL BARRIERS MANUAL, 1989 (M) MERCANTILE O LINEAR AIR DIFFUSER M9 FIRE PROTECTION PLANS & RISER DIAGRAMS MECHANICAL CODE BUILDING CONSTRUCTION TYPE CONCRETE METAL M10 PLUMBING RISERS MASONRY UNIT Z SUPPLY AIR DIFFUSER M11 SCHEDULES STANDARD MECHANICAL CODE, 1985 EDITION SPRINKLERED, TYPE IV (CMU) M12 DETAILS LOCAL AMMENDMENTS UNPROTECTED PLUMBING CODE BUILDING ALLOWABLE HEIGHT BRICK CERAMIC TILE RETURN AIR REGISTER OR GRILLE M13 DETAILS & SECTIONS STANDARD PLUMBING CODE, 1985 EDITION ALLOWABLE - 55'-0'' CEILING TILE LOCAL AMMENDMENTS ACTUAL - 26'-4" O SPEAKER ELECTRICAL FIRE / LIFE SAFETY CODE BUILDING ALLOWABLE FLOOR AREA WOOD FINISH CARPET O SMOKE DETECTOR EO ELECTRICAL SITE PLAN NFPA 1011988 ALLOWABLE - UNLIMITED IIIIIIIIIII E1 ELECTRICAL SYMBOL LIST & ONE LINE DIAGRAM ! ACTUAL - 115,155 SF SPRINKLER HEAD -FLUSH CONCEALED z E2 LIGHTING PLAN 0 + ELECTRICAL CODE EARTHQUAKE ZONE PLYWOOD WOOD (BLOCKING) e SPRINKLER HEAD - SEMI -RECESSED E3 SPECIALTY LIGHTING PLAN ' W NATIONAL ELECTRIC CODE, 1990 EDITION (90 NEC) ZONE 0 E4 POWER PLAN LOCAL AMMENDMENTS 0 fj SPRINKLER HEAD -UPRIGHT E5 SYSTEMS PLAN I ENERGY OCCUPANT LOAD FOR EXITING_ GYPSUM BOARD WOOD (SHIM) O SPRINKLER HEAD - PENDANT E6 ROOF PLAN ASHRAE STANDARD 90 3,309 PLASTER, GROUT _ N w - � _ ® SPRINKLER HEAD - IN RACK E7 FOOD SERVICE, ADMAN., & STAFF AREA LIGHTING PLANS 0)0) GAS TOTAL EXIT WIDTH AND NUMBER OF EXITS E8 FOOD SERVICE & STAFF AREA- r GYPSUM CORE - SPRINKLER HEAD 2'' DROP NIPPLE PENDANT POWER & SYSTEMS PLANS Q STANDARD GAS CODE, 1985 EDITION 55.15' REQUIRED, 63.0' PROVIDED BOARD C: LOCAL AMMENDMENTS 4 EXITS REQUIRED, 8 EXITS PROVIDED SPRINKLER HEAD - HORIZONTAL SIDEWALL E9 RECEIVING AREA POWER AND SYSTEMS PLANS m 00 HEALTH / FOOD SERVICE E10 PANELBOARD SCHEDULES Q Z Q RULES FOR FOOD SERVICE SANITATION, 1977 EDITION (FSS) OPENINGS IN ROOF/WALL Ell SCHEDULES o a TEXAS DEPARTMENT OF HEALTH E12 ELEVATIONS, SYSTEM DETAILS & CONTROL DIAGRAMS FIRE EXTINGUISHER - TYPE 1 E13 LIGHTING AND POWER DETAILS E14 SALES FLOOR FIXTURE ELECTRICAL DETAILS w 0) FIRE EXTINGUISHER - TYPE 2 E15 SALES FLOOR FIXTURE ELECTRICAL DETAILS Cc ® f lG' C nl Cc CI nno r1JT11L]i C r( ni�111 C.aC�.x�� - O Z ABBREVIATIONS a O FIRE EXTINGUISHER - TYPE 3 A D G M Q T v 1� ~ L J A Ampere D Condensate Drain Piping G Gaa Piping MAINT Maintenance QT Quarryy Tile T Thermostat W ^ U A/C Air Conditioning Deep, Depth GA Gauge, Gage MAS Mosonr QTY OuanUty T&C d Groove 1■■� AB Anchor Bolt DO Dry Bulb GAL Gallon MATL Material T-STAT ZrThermostot ABS Acrylonitrile -Butodiene-Styrene OBIL Double GALV Galvanized MAX Maximum R T/O Top of c/) M AC Alternating9 Current. Acoustical DC Direct Current GB Grob Bar MOH 1000 BTUH per Hour TB Towel Bor ACT Acoustic Tie DEMO Demolish GEN Genera I MCC Motor Control Center R Radius, Riser TO Towel Dispenser y� AD Area Drain DEG Degrees GI Ground Fault Interrup t MCM Main Circular Mills RA Return Air TECH Technical DRAFTING SYMBOLS Lo � 0 _ P ADOI Additional pEPT Deportment GI Gavonized Ir on MDS Main Distribution Switchboard RE Resilient Base , vinylBose TEL Telephone ADJ Adjustable DIET or GIH Gravity Intake Hoo d MECH Mechanical RCP Reinforced Concrete Pipe TEMP Temperature AFF Above Finished Floor OF Drinking Fountain GL Gloss, Glozin g MEMB Membrane RCPT Receptacle. Receptacles TERR Terrazzo AGG Aggregate DIA Diameter GND Ground MET Metal RD Roof Drain TG Transfer Grille ALT Alternate OFF Diffuser GPM Gallons Per Minute MET FAB Miscellaneous Metal ROWD Redwood TF Transfer Fan REVISION SYMBOL ALUM Aluminum DIM Dimension GR Grade MEZZ Mezzanine REC Recessed TFE Top Of Footing Elevation \� ANCU Annunciator DISC Disconnect GIRL Grille MFR Manufacturer RECD Received THD Threaded Ar ANOD Anodized DISP Dispenser GYP Gypsum MH Manhole REF Reference THK Thickness) i ANT Antenna DISTR Distribution GYP BD Gypsum Board MIN Minimum, Minute REFR Refrigerator THRES Threshold NHEEIEit AP Access Pone DIV Division MI$C Miscellaneous REG Regis ter TPH Toilet Paper Holder DISCIPLINE /SHEET NUMBER Z B i D PACK RIDGE , , x L Z I V CODE APPROX Approximately) ON Down H MLDG Moulding REINF Reinforce (Ing) (ed) TPTN Toilet Partition `/ r`% �� !• x- , 77840 ., ARCH Architectural DO Ditto MO Masonry Opening READ Required TR Transfer ITEM NUMBER Z -� �' ," " ASPH Asphalt DP Dompproofing, Drilled Pier H High MOT Motorized) RES Resilient TRANSF Transformer ASPH CONC Bituminous DR Door H/C Hardware Cloth MSS Manual Motor Starter Switch RET Return TS Thermal Switch r 1 :," ATM Automatic Teller Machine DS Downspout , He Hose Bib MTD Mount (ing) (ed) REV Reversed TSP Total Static Pressure ADDENDUM O R BULLETIN N 0 . ' ,r-r ~- . "r,, E Py /z� ATS Automatic Transfer Switch DT Drain Tile HC Hollow Core MT Empty RF Vinyl Composition Tile, Tv Television 3 1 yy�py�pp j?� , FOXFIRE [ } AUTO Automatic DTL Detail HD Head, Hand Dryer MULL Mu ion Resilient Floor TYP Typical poor SRAWTM ); �,/ AWI Average DWG Drawing HDBD Hardboard RFG u - - - - COLUMN GRID S :} _ AWP Architectural Wall Panel OWL Dowel HDCP Handicapped N RFL Reflect (ad) live) — — " — ' — ' r' / W DWR Drawer HDR Header RM Room UC Undercut ro■r I B HDWD Hardwood N Neutral RMIS Root Mean Square UH Unit Heater 14 rr.crrc �a� l 0~ ) _ }x E HDWR Hardware N/A Not Applicable RO Rou Opening UNO Unless Noted Otherwise iAquak >r vol 1 wit FbibU, z 0/0 Bottom of HID HiQh Intensity Discharge NC Normally Closed ROW Righof-way UR Urinal KEY NVTE a'•' ' ? CO"� '�' «r BAT Battery EA Each HM Hollow Metal NOT Non -Destructive Testing RP Residual Pressure UTIL Utility ry. BD Board EAT Entering Air Tamp HOA Hand Off Automatic NF Near Face , Non Fused RPM Revolutions per Minute Mt i s I i «'' 0 BET Between EER Energy Efficiency Rating HOR Horizontal NIC Not in Contract RTU Rooftop Unit V "O STATION Q �VVOODCRW� , 0 BKR Breaker EF Exhaust Fan HP Horsepower NO Normally Open RV Roof Vent ■ T - esw , f`� BLDG Building EFF Effic(enc HPS HI h Pressure Sodium NOM Nominal RwC Rain Water Conductor V Vent Volt 3 s�+p Rh CODE r 2'nts J BLKG Blocking EL Elevation HR HO r NS Near Side, Non -Slip RXN Reaction VA Volt tiPiping,e DETAIL NUMBER' Q°in` (#' F- 9 pp � Beam ELEC Electric(al) HT Helght NTS Not to Scale VAC volts Nternoting Current A6 at J � �� 1 BN Boundary Nailing ELEV Elevator HTG Hooting S VAV Variable Air Volume SHEET NUMBER 0 F F I C E R 0 0 M NAME x 1 E ' eo BRG Bearing EMBED Embedment, Embedded HTR Heater 0 V6 vapor Barrier '�"b' • • Its. 'f a ; BSMT Basement EMERG Emergency HV High voltage SAN Spacing As Noted VDC Volts Direct Current w �_ 4 ; sip BTM Bottom EN Edge Nrnlin HVAC Heating/ventilating/ OA Outside Air, Overall SC Solid Core VEL Velocity 202 ROOM NUMBER BTU British Thermal Unit ENCL Enclosure nclose) Air Conditioning OC On Center, Center to Center $CHED Schedule VERT Verticol(ly)� ENT Entrance (Entering) HW Hot Water OD Outside Diameter Sp Soop Dispenser VEST vestibule r C EP Electric Porielboord HYD Hydrant OFF Office SECT Section VIB Vibration I ZIP CODE ►y' 'r EPOS Electronic Point of Sale OH Overhead $F Square Foot VM Volt Meter ]]802 �s C Conduit EQ Equal OPNG Opening $H Shelf VOL Volume 3 ELEVATION NUMBER " fi Site C/O Cased Opening EQUIP Equipment I OPP Opposite SH? Sensible Heat Ratio, Shower VTR Vent Through Roof ' Taxes CAB Cobinet ESP Ezternai Static Pressure OS Overflow Scupper SHT Sheet VVT variable Volume and Temperature GMxr x A&M s Jt, Iv CAP Capacity EST Estimate ID inside 'Diameter 0Z Ounce Sim Similar VwC Vinyl Wail Covering A6 SHEET NUMBER Unnery,y �I N# CB Circuit Breaker, Catch Basin EW Each way IN Inch SLNT Sealant j CCT Circuit EWC Electric Water Cooler IN Intermediate Nailing P SIR Sealer w N s>a. r•s' # 60 CCTV Closed Circuit Television EX Mxed 11i Including SNO Sanitary Napkin Dispenser DOOR NUMBER • * Ar )c EA Selo" J n CEM Cement EXH Exhaust INFO Information P Pole SNR Sonitory Napkin Receptor W Wide N 89 / INJ old a -� i Centerfine EXIST Existing9 INSUL Insulation PART BD Particle Board SP Static Pressure, Spore W/ With sos CEM FP Cermentitious Fireproofing EXP Ex onsion, Expanded INT Interior PB Pushbutton SPA Space (ed) (in ) W/0 Without Sa p q A 14 7M Mo CER Ceramic EXT Exterior My Invert PC Precast Concrete SPEC Spedficotion(s) w8 wet Bulb o $' � = .o HousTo^ I `', CFM Cubic Feet per Minute ISOL Isolation (Joint> PENET Penetration $PK Speaker WC Water Closet IV CODE 9E .MAN. o 1 UJ CH Concrete Hardener F PERI Perimeter SPKLR Sprinkler wD Wood 77801 Ile Q� xm.t �' # at~�' iW s CJ Control Joint J PIV Post Indicator valve so Square Wow window + E L - 1 0 0 i 0 1 i S P O T E L E V AT I D N S "- m o 21b• aA"F c CLG CeNtnqq F Fuse(d ) PL Plate SS Sanitary Sewer, Start -Stop WG Wire Guard, Water Gauge �� oft-ft" CLOS Gloeet FA Fire Alarm JAN Janitor PLAS Plaster SSK Service Sink (Stop Sink) WHM Watt Hour Meter _ uFc $ -� _� u � n.a. e N111 A' Z CLR Clew FAB Fabrication Fobricator J-BOX Junction Box PLBG Plumbingg SST Stainless Steel WI wrought Iron CMT Empty Conduit FRCP Fire /Dorm Control Pones JG Joist Girder PLC Power Ltne Carrier STD Stondwd WP Waterproofing, Waterproof, P 3 PARTITION TYPE t v C T" Fold J CMU Concrete Masonry Unit, FAF Forced Air Furnoc a JST Joist PLF Pounds per Lineal Foot STIFF Stiffener Weather Proof c"• Z947 WOOOWA1f QUAIL 0 - Concrete Block FCW Filtered Cod Water JT Joint PLM Plastic Lominote STL Steel wR waste Receptacle -J m VILLAGE I RUN CO Cleonout FD Flow Drain PLYWD Plywood ST01� Stwoge WS Weatherstrip S s ESTATES o COL Column FDN Foundation K PN Panel Nailing STIRStarter WSCT Wainscot 1179 o c Comm Communication FE Fire Extinguishe r PNL Panel STRUC Structure (al) wT Weight COMP Compressed) Cion) tibie) FF Far Fac e K Kydez POS Point of Sole SUP Supply WWF Welded Wire Fabric COAAPR Compressor FFE Finished Floor Elevatio n KIT Kitchen PP Power Pole SUSP Suspended OWNER SUPPLIED . ITEMS r s `u CONC Concrete FH FuliHelght,Fire Hose KLF Kips per Lined Foo t PR Pair $W Switch Y COND Condensate FIN Finished I KO Knockout PREP Preparation SWBD Switchboard SEE S C H E D . S H T A 10 CONE Conference FIX Fixture KSI Kips per Square I rich PREFAB Prefabricated SwGR Switchgear YD Yard\s°F,rm� o ~ L CONN Connection FL Floor kV Kilovolt PROJ Project (ad) (ion) SYM Symmetrical K Y D E X * LU CONST Construction FLASH Floshing KVA Kilovolt Amp PRV Power Roof Ventilator SYS System CONT Continuous, Continuation FLEX Flexible KW Kilowatt M4 owatt PSF Pounds per Square Foot W 2ete (( CONTR Contractor FLG Flonge KWH Kilowatt Hour PSI Pods per Square Inch CORR Corridor FLUOR Fluorescent Pounds PT Point CPT CorPPat FOS Face of Stud L PTN Partition s 9*" 1 �_i� r•"'^'" CRT Cothade Roy Tube FP Flreproof(Ing), L Let h F.r Fire Protection n PVC Polyvinyl Chloride O CSMT Casement FPI Fins Per Inch CSWK Casework FIR Frome LB Pound +�- Zs- ✓ � CT Current Transformer, FS Far Side LAT Leaving Air Temperature -- \ l J/ esrenv000 l SCALE 1•= 1.0 rn i l e Ceramic Tie FSR Flexible Sheet Roofing LAV Lavatory ^1 I I Aapan CTR Center FT Foot LLH Long Leg Horizonte I LN' CU Copper FTC Footing LLV Long Leg Vertica I N 0 1/2 1 CW Cold water FUR Furring LT Light FUT future LTG Lighting I. LTWT Lightweight , 1 ZIP CODE LV Low Voltage LVR louver 77840 `- :i C) tau In s u vo GENERAL. NOTES A. FOR PARTITION TYPES & ROOM FINISH SCHEDULES, SEE SHT A10<= B. FOR FINISH OPENING SCHEDULE, SEE SHT A11. C. FOR OWNER SUPPLIED MATERIAL AND EQUIPMENT SCHEDULE, SEE SHT A10. D. DIMENSIONS ARE TO FINISH MATL & OPENING UNO. E. MASONRY OPENINGS (MO) ARE NOMINAL SIDEWALK PLAN NOTES A. FOR EXPANSION JOINTS - SEE 19 A14 B. FOR CONTROL JOINTS - SEE 20 A14 C. SIDEWALK JOINTS ARE AT 7'-8" OC UNO. D.INSTALL EXPANSION AND CONTROL JOINTS IN CONCRETE CURB AT FRONT OF STORE TO MATCH JOINTS IN SIDEWALK. E. SIDEWALK CURB BY OTHERS. SIDEWALK PLAN KEYNOTES a1 ALIGN JOINT W/ BUILDING CORNER CURB CUT W/ 1"IN 1'-0" SLOPE BROOM FINISH IN DIRECTION SHOWN 0 36'' DIA WASTE RECEPTACLE INSTALLED BY GC - SEE 21 Ai4 1 7 78'�i ----------- ----------- HOSE BIBB �'- cV O 14 0 14 3'- VERIFY 4' - 0" 9 8 7 6 5 4 375'-2Y4" PS 0 O 2 I `WATE134 ELECTROI A7 STOCK 134 E -99'-i ; E F 16'-8" 6'-8" 6'-8" 6'-8" I � i - - -- ---- - - - - ---------- - - - -� - I I I I I I I I I I i I e I BROOM SIDEWALK R-5'-0' PERPENDICULAR CULAR TO FACE OF BLDG U.N.O, I J 61-31/21.J ` 4'-8"' i 46-0" �1FLOOR PLAN Al V16" =1'-0" N 0 I I �- 26'-0'' I �-` HOSE BIBB -, I SEE MECH P5 i j W / 1/2 r PLYWD - of c0 1'-10" VERIFY I II of 'i , 1 14 A14 I 0 N r � 2 Q 8 ( i - ----------- -�-� w1 i I C?f i I I i i I j =i o i I I i I I _ I N 8 FOOD SERVICE STORAGE ( 120 CIRC I, I 107 � i WOMEN -H�SE BIBB 115 °°' -91 z" 1 �1 I 4'-8" h APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS BY Date /--' 11 Is W O z�M00 zQGo WV W w N 0� =wo-. cna`''' z 0 �OQ �. F7 �k z q N Z s m 1 i I , o N n I N j I L Y w CO o 0) r00 Lo 0 Q m o O r- 0 W a r T� T vJ o 0. _ a- x O N I � T X rW z V W0 J Q O �- Q UU) 0. VJ C) z rr O 0W 0 U. c/ W J r Q W W S E le P, LE GENERAL NOTES A. A SYMBOL INDICATES 48" HIGH WAINSCOT OF KYDEX 10 APPLIED TO WALLS SHOWN. USE PREFORMED CORNERS W/ BUTT JT TYP 0 RAIL AND WAINSCOT. B. -> SYMBOL INDICATES 48" HIGH KYDEX COLUMN WRAP W/ JOINT AT COLUMN 10 CENTERLINE ON SIDE OF ARROW. NO RESILIENT BASE AT COLUMNS. C. ALL CPT,RF,RB,CT-I,CT-3 ARE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR 7 8 5 4 D. DO NOT APPLY ANY SEALANT UNDER CT OR RF. E. ......••.. SYMBOL INDICATES RB LOCATION. SEE PLANS, ELEVATIONS AND SCHEDULES FOR ADDITIONAL LOCATIONS. F. RECESS SLAB Y16" T01/4" @ CERAMIC TILE PAVERS APPLY LATEX UNDER- LAYMENT TO ASSURE A FLUSH TRANSITION BETWEEN MATERIALS. UNDERLAYMENT WRAP TO BE SMOOTH CONTINUOUS AND 1'-0" MINIMUM WIDTH. UNO. 5 TOILET ROOMS —FLOOR TILE A2 PATTERN 1 vzn=1'—O" 1 9 8 7 6 5 4 3 2 1 26'-0" I 46'-0" ( 46'-0" I 46'-0" ! 46'-0" 46'-0" I 46'-0" 1 46'-0" I 26'-0" ! I I I I I I I I I I I I I 2,-0„ I I I 3 3'-.0'. " i �3'-0� I I I ! I I ( ! I I tt 148 I I I \1' _0„y I 3 141 -- -- -- -- -- - - - -- - - -- - -- - - -� - - - - - - - - -------- - - - --- - - - -- - -- - - I- - - - - -- - - - - -a- - --- - -I - - - -- - -- - - - - = - -I-------------- 142 0 StR — ' T- SLR 13 ,13, 135 I ! 131 ! 8 I 146 3 I I I I 136F 133 I I 22 I I 140 1 SLR I I I I - - - -- - -- - -- - - - - - - - - _ I I NOTE; PROVIDE TRANSITION PIECE @ CT/ I - ! ---130 �1-211 E��8:1 SLR CONC SLAB @ DOORS 143 AND 144. DO nSLR NOT RECESS SLAB -- - - - ------ - -- - -- - - -- 71 ----------------------------------------- ---------------- - - - -- - - I --- - - RF �--1 -............... , ��.� .,��' .—.:, •IIIIIIIIIIiII I!IIII I!IIi - - �- -�R-F --1 r1y�iIIIIIIII ,;�•; - �'-' �+lIIIIIiIihIt!III!lIIII IIII!I I Eom\ t- CPT-1 SALES FACE OF WAL RECEIVES PLYWOOD BEHIND GYP BD. A R F CPT-1 •1'%�;c.''.• I -- A1--L3-L WALLS-- 13 -- -ROOM 6'-0'5'-91+ 25,-3„ 12,_9„ ..% F_2 ----------------------.------------------ - ----------- - - - - -- ------- - - - - --- - - - - ----------- - - - - --- ------------------a<---- RF PT-1 I RF-1 2'-0„2 -0 IRF-1�rn �RF Efl RF-3tYP 4'-0" 4'-61 211_2" 3'-2 11,_3(68101, 4- - - - -- - - - - - ---- -- - ----------------------- - - - - ---- - - - - -- - -- - - - - - -- ----------------- -- - - - - - - - - -I- - - --- - - - --, -- -------1------RF-3 TYP ---------------- - - -- ------------- ---N ----- J- - - - - - - - - - - - - - - - - - - - CPT1� 3'i3„ 17'-4" o 00 1 2 k-RF_ 2,_0112 2' - 6. ,_" N ------------------------------------------------- ----�4-------------------- - - - - - - - - - --RF-1 �RF-PATTERN SEE DETAIL r--------- - - - - -- i ICPT-2 CPT-1 GLUE ARPET OVER ---------------- - - - - --- r -------- - - - ---- - - - - --- r -------I---------------- RESEILIER NT FL60RWGRF-1 ---------------- AFTSHOWgASES ------------------- - - - - ------------------- - - - - -' ------------------ - - - - -- ARE ST � � `n RF- 2'-6" `o 10'-8" 906c)6RF-1 4'-0" 1 3'-4CPT-1 24'-8" 10'-0"" RF-3 TYP o '-0 RF-3 TYP 17,_2„ 6--) — — — — — — — — - .................. - - - - - - ?-------------------- —-—-—-—-—-—-—-—- — - — - —— - - - - - ........-..-..-...-. 1 .-1 ,M�,,T- 1' -- ' ,1� • CT-PATTERN T�-- P A, T�— TE'_—R'1N ..............IGLUE CARPET OVER /4 SEE RESILIENT EE�OG 2 _- 0 ' RF-1 1242RSHOWCASES RF-1 ARE SET CT- / � ._ _ '.H RF-1 RF-3 F-1 PATTER ,,' ' - - - 6 ';< 122 ''RF-1 1-3 ',CT I 202 RF PATTERN 121SACK OD vEt --SEE '`NTO FACE '4 OF WALL RF-1 RF-j L LR 6_0 128 ,�RF-1T- i CPT-J I .215 RF-PATITERN F-1 -1 RF- C -3 I�''�I;�'••.' 11 77 1 RF-1 !I 2IIII 0 3 110157 - - - -- -3 17 p 17 CPT, PT- PT1 210! r- - - - - - - - ! 211 I . - 6 � CT-4 ACCENT STfRIPE 213 0 PERIMETER SEE, 2 ---I i I I I I I i i i I i I I I ! NOTE; I . RF-1 NOTE: START W/ PATTERN FULL TILE @ REAR WALL & @ WALL OPPOSITE VENDING MACHINES CT-2 MON NW\% ONE SIN 10110111 IS SEN MENESININEEMENE IMENESENIENSENNE RF PATTERN 2'-0,f $, $ 8„ al CT PATTERN I FULL TILE ALONG LOW WALL TRANSITION FROM CT PATTERN CD WIOCT-1 TO TH FOOD SERVICE COUNTER. FIXTURE CCUR LOCATION PER AN a END TILE 0 FOOD SERVICE SIDE OF LOW WALL i i FLOOR FINISH & BLOCKING PLAN C— - — - — - — - — --- — -- — — — — — — — — — — — — I — — A2 V 16n = T—O" 'I N ►��mmmmm ©w`mmmmmms SERENENESS m��,`�� . i I \�\m \�aMill G ---(*PROVED FOR PERM TTING.- 13 AS NOTED ON PLA S ❑ WITH ATTACHMENT,'� 13 WITHOUT ATTQ,HMNTS By Gate KEYNOTES NUMBER DESCRIPTION 1 2 X 10 HOR BLOCKING : @ 9'-O"AFF - SEE 1/A17 2 2X4 VERT BLOCKING TO 13'-0" AFF - SEE 2/A17 3 FIXTURE STORAGE BLOCKING - SEE 3/A17 4 2X4 VERT BLOCKING TO 13'-0" AFF - SEE 4/A17 5 2X6 HOR BLOCKING :0 7'-0" AFF - SEE 5/A17 6 2X6 HOR BLOCKING :0 6'-0",7'-0",8'-0" AFF - SEE 1/A17 7 2X4 VERT BLOCKING TO 8'-7" AFF - SEE 2/A17 8 2X10 HOR BLOCKING :0 12'-0" AFF SEE 1/A17 9 2X12 HOR BLOCKING : @ 8'-9" AFF - SEE 1/A17 10 NOT USED 11 2X6 HOR BLOCKING : @ 7'-0" AFF - SEE 1/A17 12 2X12 HOR BLOCKING - SEE 26/A13 13 PROVIDE % " PLYWOOD UNDER %" GYP BD 14 2X10 HOR BLOCKING : Q 12'-8" AFF - SEE 5/A17 15 2X6 HOR BLOCKING : @ 9'-0" & 12'-8" AFF -SEE 1/A17 16 2X8 HOR BLOCKING : a 30" & 45" AFF - SEE 5/A17 17 2X4 VERT BLOCKING FULL HEIGHT @ 2'-0" O.C. - SEE 4/A17 18 2X8 HOR BLOCKING :0 36" AFF - SEE 5/A17 19 2X4 VERT BLOCKING FULL HEIGHT - SEE 4/A17 20 2X6 HOR BLOCKING T/O @ 31" AFF - SEE 1/A17 & 5/A17 21 NOT USED 22 1 V2 " WAINSCOT TO 8'-0" AFF 1110of, �Or 4 rZ �Q -w- O z =d s �- ui Z W o 00 zNQ o Wvoo oN W 'n ors w d o I'� c a '- O � v O Q a 0 0 T , T O 2 Us F CC C m T i m G cc 00 W ''^^ uJ QO S cr v 0 O CV �. f- I U 1 o LT.1 (A IL X wz w4 OF a x q i VJ 0 -z z_ 1 ac p o _j z m 0 J H 06 n W J c\j Q m„ =l,-0„ Von = 1''-0n 1 9 8 7 6 5 4 3 2 1 - I I -! I I i I I I ► 26'-0" 46'-0" 46'-0" 46'-0" 46'-0" + 46'-0" 46'-0" 46'-0" i— 26'-0" I I I I i I I I I I I i I i I i I I I i , nru.n an r LJ AOf"C'0 Af`1/ i A GENERAL NOTES A. ALL ANGLES ARE 45— OR MULTIPLES OF 45— UNLESS NOTED OTHERWISE. B. SEE SHEET AO FOR SYMBOLS. BIKE RACK -TYPOS HANGING DETAILS SEE STRUCT CEILING MOUNTE LIGHT FIXTURE WATER SERVICE 134 h 11 00 N { 1L TILE a �CCENf 'S-TYP. M I I I I _ I N I ' I I I I I I - I N I 00 N I I A6 I I I 2 I I I I I I i i i i i i i i i ► i i i i i .► I i I I i i i i i i ► i i i i I i I 4.6 4 3 2 1 /"l'\ MAIN LEVEL REFLECTED CEILING PLAN 4tN 116" = V-0" Z:J O C APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACHWENTS ❑ WITHOUT ATTA,CHNAENTS BY ll'oDate b s� .� rZ 03 ►— M W O �jwM zW0co 00 V)aowvoo Zw o �<j< z°-~� o �Q 1 z a w 0 w rn T a) T- r7 V J L� Q w F 0 y z 4 r m w Y w w in O �T�TT- m �.!! a } T I � M• LL o a ^ 2 z rY- LL M o N N � r �./ I (` U L0 w N IL X F— W - (.Dz w0 F- 0 �- U) F z Q: W In 0 V uw z I LLJ ww. w rrc)J H N 0 F 2 N A GENERAL NOTES A. VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS & EQUIPMENT W/ STRUC. MECH & ELEC. g, REFER TO STRUC FOR LOCATIONS OF FRAMED OPENINGS FOR RTU'S ROOF DRAIN SUMP PANS, AND OTHER FRAMED OPENINGS. C. SEE SHEET A10 FOR ROOF TOP EQUIPMENT PAINTNG INFORMATION D. REFER TO STRUC FOR ROOF FRAMING DECK ELEVATIONS. - - - - - ]� - _ _ SCUPPER 4.6 4 C3) 2 1 ROOF PLAN 1/16" = T-0" n J -0 0 -0 -0 _G S OF TTING *IUS 'PROVED FOR PERMITTING: AS NOTED ON PLANS 0 WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS By Datelom-- Mi n �Q • 44. � Q i 0 Z °4 'C': 5 � N 0 to W 0.' Z� a N W N N T r7 ' w o m Z Q o W W m !�f) o VJ pm LJ r T� if 0 a T LL o cc_ o o C\j co o 0 1 �Je— u~i a X F— W oZ 0 W - h �� -J � J O �- !� � rc n LL 0 0 W J F W W N v'& 6 e Zp 4 14l'-4" 3'-4" $,-2" 4'_011 g'=11" 4'-0" 20'-l" ll'-51/2" 34'-6%2" 2'-3'/2 18'-4" I I 5" 8' 6 ! ! NOTE: ! II a CONTRACTOR TO CONFIRM OFFICE I j I PARTITION LAYOUT W/ TARGET. - I - - - - - - - - - T - - - ----- - - - - - - - - - - - - - - -- - -- - - - ------ - - - - -- - ------ - - - - ---,------------------------------------- - - - - -- ---------------------------------------------------- - - - - --------------------------- -- - - -- - - ---- - - - - -- 202 � / I II II II II 11--- — zot a- BASE C INET �I II II II II I 17 ! I = II 21 II II II it EMPLOYEE SERVICE S A18 ! Al I 1 OFFICE II O U U OFFICE CNC.PAD- u OFFICE CENTER ! II I _ I - I 114 p ' II OFFICE PARTITIONS TYP II j o 4'f A.F.F. // O I I in 212 II I 215 2 200 I i I-- ! ( = I C P2s LI—====___________====;j =______� = i I ! P2F N CONFERENCE I II II i P2 i J SINK ! i II II i _- ! / � ELEC. ROOM 208 CONFJLOUNGE =W2 P2F j REFRIGERATORok 202—_ —_ _ II it II II II i _ 200 --- II II40_ CIRCULATION 11 a �I - P2s � oo 204-------- I a 5 04 ELEC. CLOSET _ ch 5„ 4'- " 4'-0" 5" 14'-1" 5" 10'-i" 5 7'_5" 3'-1" " J --�--- --+� -+t-- i 202A LADDER TO - N Ln - ROOF HATCH 2'-61 I -- — - -- } P2S ! COATS & LOCKERS OFFICE a�� OFFICE , CONC. PAD- VENDING j 4" A.F.F. FOLDING PARTITION 16 MACHINES _ P2 \� 210 t r� 201 206 OFFICE ! � I P2 12 Al P2 P2 211 I Al \\ 1 — — I / I 3'-3" ll'_2" (7) GENERAL NOTES A. ALL DIMENSIONS ARE TO FINISH MATLS OR OPENINGS UNO B. FOR DOOR, ROOM FINISH, AND OWNER SUPPLIED MATL & EQUIP SCHEDULES, SEE SHTS A10 & All C. FOR PARTITION TYPES SEE SHT A10 Match Line "A" i i 1 61_4„ 1 4,-2 , l I � — — -- — — -- — — — — — --- — --- — — — --- -- — -- - — — — — I— — — — — — — - - -----_ — - — -— + 16' -83Y4 112' _0" 1 4.6 5" W OFFICE 213 OFFICE 214 214 r_ � I � I � I ' I ' I ' I ' 1 STAFF AREA PLAN A5 V4" =1'-0" MI I J - -- 3 , M - -- -- - - - -- - -- - - - - -- -- - -- - - - - - ------------ ---------------------------------------------- - - - -- -- - -.- - - - - - - - - - - - -- - - - - - - - I �45_ DE I + I I - FOOD SERVICE SEATING I I I 124 6'-11'/2" I I ! I i 22 ! 9 � I � I ' --------------------— ' .-- --------------------- t , , WAINSCO SEE 14 ,/ I ! I ' SERVING ' 123------------------ FOOD SERVICE I FIXTURES AND I COUNTER 18 ---------- - - - -- , 21 FOOD PREP 4 i I APPROVED FOR PERMITTING: r_-==_ ----------_ ' ! P6 tl / ❑ AS NOTED ON PLANS ' " / / I FD i I I Match Line "A" WITH ATTAOHENTS I II `.� ,, ! .Et99'-,0%2" 5,_ 110 3'-2" 71/4' ,2'-0�'4" 14'-11" ❑ WITHOUT ATTACHMENTS ------ ---------J ! - A18 By Date 17'-0" STORAGE1 1 Z CP 2 I� WINDOW r` 3'-0" AFF a} I a 17 _ 120 n i a I- O FOOD SERVICE - - - - N - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - --- - - ! - - --------------------------------------------------- �__IM. I °' - - - - - - - -STORAGE- I - - -- -- - - - - fi- -- --- 1'_2 � i. ------------------ - - - - -, �_ 107 �4-0-- / LINE OF Ea SEMI - RECESSED ! 00 P6 BULKHEAD ABOVE '1`64 HAND a RECESSED _I ! TABLE -MOUNT a a a FRAME RECESSED HAND DRYER BABY CHANGIN CIRCULATI NOFFICE -' P17 -----------------------' � HC EWC SPOUT HT I 107 @ 34"AFF o' RECESSED 0 2'-9" AFF I DRYER IIn SND ! ED COUNTER O - _ P2 P2 a� t° ! CART AlL - AD BOARD - HW @ SPOUT3'0' AFF i SE 19 I --T N P2s P2s WOMEN I \!o _ _ I I 17 31 1 1 �1N t J 5 6'-4" 14'-2" 4'-6" 1 5'-7y4" 5" A9 A7 IM A17 BABY CHANGING 116 ! E 8'-0" EQ TABLE -MOUNT T 3'-1" 5'-0" 115 II --- @ 33"AFF in GUEST SERVICE --- i II ------------------ 5 z" N A18 Ln iI tn , "` 103 i II I - 08.1 g I 24" )� 52" SHLF T Nl NOTE: DOOR 117 TO t8 101.4 101. 101. O 101• 101 I a N o = 7 in I � -�� 2 4 i @ 33",'AFF I 3 CIRCULATION ,,, LOCK ON PUBLIC SIDE ONLY. A9 -- 117 i Y1 119 I 9 M 5 - 0 _ O _ _( I II !", „I SECURITY - = 9 — - - N =wi I- , P6 I N -E]� N ----- - - N N---------- JA TOR �' N 9 I �� FD a CE a to3 P2 -` I II It ,lt ' 9 `� ! FD 1'-5Y4" L 99'-11" I allo i M 71 I II CART RAIL �� }� I ADJ SHELVE N ! ' 5" 13,_8„ 3,_41 �, I 18'-21/ ., 5 I _ /4' u 52 31'-4" 7Y' I 5i � , ,. gi 5' /2 5 2 9 -3/2 1 W/ROLLE 4 ' 8'-10 /2 4 -11"/ a E 11 99 _11" N 3'-8" 11'-9 /2" r 6 -11 214 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TN r — 2f0 213 5 r, ! — — — - - OFFICE 24 15 ATM I o i `� 31 P2 P21 4'_t011 1" 3'-Q _In A INSTALL /2 PLYWOOD FID " ! P1F" MI P5 I t O3 COUNTERS N � A9 Iv^( ) Al i o_ 104 HI 4'-4'/2" V I AT ALL WALLS & III II SIM AFF 1-- - - - - - -, VESTIBULE I;• 1" 6 Y4 r7 �? P2 P2 ^ _ � P2 I � ! _ ENCLOS RE SLIDING GRILLE I i CP6 E 9 '-11" SEMI '_ i= = RECEHAND j i ,I RECESS ?' P2x r DRYER - t I _N i� I III HAND D 1 ER RECE SED 4'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ 31 TELEPHONES' � 101 , RECESSED _ I j OFFICE OFFICE P2F CASH DROP' I I / `1 I� I O it R ESSED . WALL - _ _ _ - _�J 101.9 I 101.8 101. MI 101.E 101. All JAN WALL ' HE ER t WALL !� ' , Al _ _ _ _ _ _ 1 _ i SINK , At1 rn HEATER / 213 214 0 i-R2F_ i�_ I-------� TYP T1 I I �I I I I I I i g HEATER i ! N t° I I I l i r u -- IT ----i--- - -- ---- --1 y - I t � � SAFE i i I I rl+r I; I it CONIC CURB I -I-- �, �\j 11 I ! I LINE OF ; { }� 11 �1` / �I` ` At5 i A15 I { ) WASTE RECEPTACL .� _ _ 1/ I j TYP - // \�� / REV All t� l WALL ABOVE �- ---/ 1 \ - - - - - - I - - - /^ - - --- - - - - - - - - - - - - - - - -- - - - - cO -_! ___ __ ___ _ ____ - - - -_-_ - -__ -_ - / _j - \ --- - ------ - --- - - - - - - - - - - - - -- - - --- _-- _ _ _ -1_ -- - — _ _—__� ________ ___ ______ ______ _____ - — —�___ _________�_t — — — — —1 A - y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I :OF COLUMN I 1 ! ! ^ / \ �! / WASTE RECEPTACLE 29 A9 �,OF COLUMN �� H3r 3„10 1 LINE OF \ / Al LINE OF \ /I I t 1 WALL ABOVE � TRUSS ABOVE REV _ r A15 ' SIM I A15 J / 4 -8 5 _9 I IM 25'-7" -- `�- 4'- 4-5" 21'-0" �3-11 " '6�� 39'-4" I : OF COLUMN :OF COLUMN 40'-8" I 22'-111/ " 13'-77/ " 4'-5" 4'-2" I 4'-5" I 29'-11/4" — 1 46'-0" ' -- - 1 - 4 fi,_0,# i -- 1 26'-0" I I ! I 148'-0 4• 4 FOOD SERVICE/ADMINISTRATION PLAN 5 V4° -1,-O' tit ae o �wwO ZX000 Zf V) 00 0o woI Z_ W W N 0 3Uc�a aa Q 40 cna�-Id. z 0i - 0 H Q F7 I z J m N z � 0 N m W W 0 T T o 0 W } m m Im100 W m O LiL:j -1-0 W I- 0 a CL u O U N LO yy u� I— (_ X rW z V 0 w w Cr C F-- �- U co06 > v J z I z : W V > < Ir LL1 W � m `'' ♦ I) oZ � a:E LL a o F- < v I jLL+A 1w-• W r ;r GENERAL NOTES A. FOR CEILING HEIGHTS AND FINISHES, SEE ROOM FINISH SCHEDULE, SHEET Ai 0 -AT EXT AND VESTIBULE SOFFIT - DOUBLE JOISTS AT CONTROL JOINTS SOFFIT 0 10'-0%2" PAINT EPS-3, C-6 i I ( C i STAFF AREA REFLECTED CEILING PLAN RMTiNG: OA I PLAN S MENTS' NCHMENTS. � Date O Ul- C 2 ENTRY AND FOOD SERVICE REFLECTED CEILING PLAN ��v W" = l'—O" o i d f- M W O �j W M Z O� OM 00 Z N 00 Q (OW�oO z wocN W04 3=c�-- ca co a z O J O < .- Q I" in � z o 5 a m W ct 1� Q to cli V N N T r 0 co Quj H O 3 O U U 0 T CD T a �- �^ L.L aCL O O O r L J }}yy a I cr T (W Z V W0 w �- UU) wN z () N - W rr W cn 06 - 0 ..J z� C� — a:E Lj� flo w W LL J O I o Q RECEIVING/COMPACTOR PLAN V4" =1 I-0. (D- ---- --- BOLLARD - SEE A14 10'-4112', g'-7" T 1 191, I 1o'-061 71-81' 1,-2„' 5'-4" J to Z 0 I I I I SECURI TY Q, PLATFORM - I a ► AND SHELF - N (D ---- N 128 ELECTRONICS o I i LADDER W, STOCK 129 �, STOCK 125 " 128 �wc sEE�-�O — -� =pi MECH I i I 35 P2 !RE Al t�. i I � I 2.z I I 1 f i I I ' 6'-4" 3 -1 I 8111 41-6" M.O. I I FRONT STOCK ROOMS V4" = V-0" GENERAL NOTES A. ALL DIMENSIONS ARE TO FINISH MATLS OR OPENINGS UNO B. FOR DOOR, ROOM FINISH, AND OWNER SUPPLIED MATL & EQUIP SCHEDULES, SEE SHT A6 & A11 C. FOR PARTITION TYPES = SEE SHT A10 S . , NOTED 0,pj P A43 Wi'TNATTACHMENTS WiT14C)UT ATTAO MEl By Date z - / ', CA _� Q C i ui O zX000 z(Q00 00 Rwo°8 0 N w 'n �o�?� �< Lj �O�v oQ 'j a 0 U1 Q N Vf T� CD f N 1� J } m zz } m p co W yJ /f moo Vl O O V I'S J a L.L o O O F CV tt w I— a T W (!)z wO w J �-- O J �01-- U U) W Cc C/) z c� z an > U) 2 w C) 0 wz 0 c C. <C m W J H / 3 \ IVIP'UIN 1 CIV/11VVC / CLCIw I Mlk-.,ML r11-/'11V V4' = V-0- A 01/41 1 j,4.. TOP OF HEAD -- RECEPTOR LINE OF SOFFITf T.9,BANQ-- EL. -122'-0" T.O. CONC - - E.=1T5'=T,- - _ _FINISHED F4QI EL.-100'- 31'-4" OPENING DIMENSION CORNER CORNER CORNER CORNER CORNER CORNERS CONIC. C _7 o M TRANSOM LITES GL-3 SIDELIGHT SIM At �"' D RS w id � / \ CART �D09 \ / L- /4 01/4„ ALUM ENTRANCES AND �- STOREFRONT 1y4"-TYP 11 All REV HB R 25 ARTBAR HT CARTDOOR EDGE PROTECTORS - MOUNT 5" FROM DOOR BOTTOM TO CENTER STOREFRONT ELEVATION LINE-SEE A8 1/4" = V-0" 1 FRONT ELEVATION A8 1,16" = V-0" 2 RIGHT ELEVATION A8 Vt 6" = V-0" 0 I r REAR ELEVATION A8 1,16„ =1'-0" i O i 6 ELEVATION 7 ELEVATION AS V16" = V-0" A8 116" =1'-O" LEFT ELEVATION V16" =1'- O" E 0 CURVED CORNERS 8 ELEVATION A8 V16" = V-0" 3 0 0 I I APPROVED FOR PERMITTING: 0 AS NOTED ON PLANS ❑ WITH ATTACHMENTS 0 WITHOUT ATTACHMENTS By ?/rZk Date URB CURVED CORNER s ELEVATION A8 V16" -1,-0" _ —T.Q, T1LT:_UP PANE EL-126'-4" KEYNOTES KEYNOTE BASE MATERAIL FINISH COLOR 1 TILT -UP CONC WALL EFS-1 C-4 TAN 2 NOT USED 3 TILE BAND RED 4 CMU-2 -7 DK TAN 5 CMU-3 STUCCO C-4 TAN 6 LT. GA. MTL. FRM. STUCCO C-4 TAN 7 PLASTER MOLDING 8 NOT USED 9 NOT USED 10 HM DOOR & FRAME E.P.S. C-7 DK TAN 11 DOCK LEVELER E.P.S. C-7 DK TA 12 O.H. DOOR E.P.S. C-7 DK TAN 13 DOCK SEALER PREFIN. 14 DOCK BUMPER PREFIN. 15 GUARD RAIL 16 NOT USED 17 SECURITY LIGHTS PREFIN. 18 C.I.P. CONC. 19 COMP. CONTAINER E.P.S. 20 NOT USED FIN TYPE-2 21 ALUM. COPING PREFIN. 22 MET. LOUVER E.P.S. C-4 TAN 23 ALUM. STOREFRONT PREFIN. C-1 EXOTIC 24 RTU SEE SPEC 25 SCUPPER 26 TARGET SIGN 27 HOSE BIBB 28 ALARM BELL 29 P.I.V.S. 30 ROOFING MEMBRANE 31 CONC.COLUMN COVER EFS C-1 CARNIVAI 32 ARCHITECTURAL TRUS EFS C-1 33 NOT USED GENERAL NOTES A.SEE SPECIFICATION SECTION 03470 FOR PANEL FINISH INFORMATION. PROVIDE FINISH TYPE 1 UNLESS NOTED OTHERWISE B.SEE A10, FINISH MATERIAL AND COLOR SCHEDUL FOR EXTERIOR COLORS AND FINISH SYSTEMS C.SEE 3/A15 & 5/A15 FOR TYPICAL CONTROL JOINTS U.N.O. D. FIELD PAINT ALL EXT. SECURITY LIGHTS TO MATCH EXT. WALL COLOR UNO REVA a LEFT 4 0 RIGHT 40 FRWT �8 1 A9 KEY PLAN. — — .,O.. TILT -UP PANEL* EL-122'-0" PREFORMED MTL COPING f-- TILT -UP CONC PANEL ❑1 TILE BAND �3 / PANEL JOINT FINISH FLOOR — — - EL-100'-O" — - \ TILT -UP CONC PANEL ❑1 - GRADE K-11-- TYPICAL PANEL ELEVATION V2' 40' - 7 '/2" 5' 4'-11% 4'-11%" 4'-11%" 4'-11%" 4'-11%" 4'-11%" 4'-11%" 4'-11%' 511FACE OF CONC PANEL FACE OF�� CONC I PANEL I 19 I I - o - I �i I Ln A15 ---- _ 6" STEEL TRUSS BOTTOM OF SEE STRUC. STEEL- 110'-4" PAINT EPS- C-1 10 TRUSS ELEVATION A8 V4" =1'-0" Rce RED C� Q �o i� C= v f- M Li ( i W ►') z�000 _NQ00 uj I �UJ�N ~ W 0 �_o- o Z " oQ O J Q NJ Z 0 5 w 0 zd w r r }}cl) O co m MS m W z Y g O r Ld < i m Qi C3 O U F 6 F v S N Nt w I— c T (A a W OF Z a w w J �.- -i< pF---� V ) z rr 0 rr Lu Q Li xI W LU w w VALANC 19 LIGHT 19 VALANCE LIGHT 1 WOMEN �A9 1 /4" =1'-0" HD t URINAL SCREEN O i 7 MEN A9 1 /4" =1'-0" 5'-0" GRAB BARS 2 WOMEN A9 1 A" =1'-0" d dz m w _ Lo J (o O 00 III M O a23 F- o SOAP HANDICAP PJk��e"� �h �o. 1- 11 DISPENSER LAV A 3 WOMEN 4 WOMEN A9 1 /4" =1'-0" A9 1 A" = T-0" BABY NOTE: CHANGING FOR TYPICAL AND HANDICAP ACCESSIBLE TABLE -MOUNT TOILET FIXTURE AND ACCESSORY LOCATIONS 33 BOTTOM 0 IN ROOM 116 SEE 1 2 3 4 AF A9 A9 A9 A9 2'-9„ 2,-9„ 2'-91/2" 5,-0, I I F.1 !m , �■■MO r7da 16=17 16 BABY A9 CHANGING TYP 6'-1)4" TABLE -MOUNT 18"X24" MIRROR/SHELF UN T 18"X 36" MIRROR W/ BOTTOM 34" AFF HANDICAP STALL 1' - 0" H I 1�=g SND y TP a I I 1'18 I HTR I in 1 w 0, I rn w Q N �■■ ■■• ■■■ t_w 1 1� .• 1 I 1 1 NEI a �ulletih�- 1. g MEN g MEN 1p MEN A9 1 A" =1'-0" A9 1 A" =1'-0" A9 1 /4" =11-0" 31'-4" OPENING DIMENSION 31'-3% " OUTSIDE TO OUTSIDE FRAME TOP OF HEAD WALL FIELD 01/4' lY4'' 6'-2" 4% " 6'-0" 41/C" 5'-2" 41 " 6'-0" 41/2" 6'-2" 1Y4" OI/� RECEPTOR CT-11 1 LINE OF CEILINI 5 MEN 6 MEN A9 1 A" =1'-Q" A9 1 /4„ =1,-0„ GENERAL NOTES A. CONTROL JOINTS SHOWN ARE SPECIAL CONDITIONS ONLY. REFER TO PROJECT MANUAL FOR LOCATION AND SPACING OF ALL OTHER CONTROL JOINTS B. FOR ADDITIONAL FINISH INFORMATION SEE ROOM FINISH SCHEDULE - SHEET A10 C. DO NOT SAND OR PAINT GYPSUM BOARD CONSTRUCTION THAT IS CONCEALED BY FIXTURES. DO NOT INSTALL RESILIENT BASE BEHIND FIXTURES. D. VERIFY FINAL FIXTURE LOCATIONS W/ OWNER E. NOT USED F. FOR CONTROL JOINTS SE A17 Ail A17 TYP YP B REFRIGERATO 15 VENDING BUGLKHEAD MACHINES 15 PAINT C-5 6'_0„ 1--- --, 1- ----, 3'-0" 3'-0'' HD I SINK - BgCKSPLASh: I II 11 I -- ADJUSTABLE 1 SHELVES -----I `-----J `-----J CABINETS- PLM-1 AL EXPOSED SURFACES 11 WOMEN 12 WOMEN 13 CONFERENCE /LOUNGE RM A9 1 /4" =1'-n" A9 1 /4" =1'--0" A9 1 /4" =1'-O" " 3 -0 27 ALTERNATING TILE BAND A11 4%2" Al 5 ALUM ENTRANCES )OF CT-10 & CT-11 10'-6" A11 AND STOREFRONT-— IE TRANSOM LITES 15 GL-1 Att NUMBER DISPLAY SIDE GHT Is, 2'-O" 2'-0" 2'-0" MACHINE, SEE ELEC 48 I _ GYP BD I I� w CT-1 31 PHONE - -, PAINT C-5 \ 0 RS�, I / ` Al TIC � BAND GYP BD \ PAINT C-5 \ \ / \ / / \ PRS`� I I I I I �� \ !CART /r \ / � �---------------------- - - - - ----------- \ ✓ \ DOOR - = ' - o I r- - PLASTIC GL-2 \ / \ LAMINATE WAINSCOT ----- - -- 6"H SST 24 RB CART BAR A17 14 FOOD SERVICE ELEVATION 15 INTERIOR STOREFRONT Ag 1 A" =1'-0" A9 1 /4" =1'-O" RED/YELLOW OVERL SKEWED WAL RED/YE SEE FOR CO 5 SEE 21A A9A A9 RED NEON RED 14 G NEON A9 _ _ _ MENU 1 1 42 BOARD i i I 1 BULKHEAD tD �-----------1 I I PAINT C-5 N PAINT C-5� 14 /' WC-2 --� FOR WAL / A17 /07 - IG BEYOND SE r- - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - • I 1 - - 4 is — -�--------------------- - - - - ----------- - - - - -- - - - -- -A9 PLASTIC LAMINATE --� \ I I I �~ WAINSCOT \ COUNTERS 18 \ I I I I RB CT-21 BASE 19 FOOD SERVICE ELEVATION ■ , " A9 1 /4 =1 -0 NEON WAVE PAINT C-5 12 -0 H G F REPEAT-TY E TYP D RED/YELLOW C EXIT LIGHT SEE 1 OVERLAP 12'-6" AFF, YELLOW i SEE ELEC A9A I I NEON J CJ I RB VALANCE 19 23 LEFT WALL— PARTIAL A9 146" = T- 0" YELLOW NEO CJ CJ i GYP Ba PAINT C5r�� cO r� 0 °0 VALANCE 19 �— R8 LIGHT v 2� REAR DIAGONAL WALL / o - - - I COUNTER O3 KYDEX / WAINSCOT - K 10 �--WALL FIEL— CT-11 PAINT C-5 DOOR EDGE PROTECTORS- CONDUIT STUB OU RB RB MOUNT 5" FROM DOOR 3Q FOR TELEPHONE AND BOTTOM TO CENTERLINE -SEE A17 POWER SEE ELEC 16 TOILET ROOM —TILE PATTERN 17 GUEST SERVICE ELEVATION Ag 1 12" =1'-0" A� 1 /4" =1'-0" LLOW OVERLAP SKEWED WALL RED RED/YELLOW OVERLAID NTINUATION SEE�2� 6 SEE 2-1A / NEON SEE 5 'ALANCE LIGHT ~CT-20 BASE 2p FOOD SERVICE ELEVATION 21 FOOD SERVICE ELEVATION A9 1 /4" =1'-0" 24'-0" RED/GREEN A9 1 /4" =1'-0" NEON GRAPHIC OVERLAP CENTERED 0 SEE 4 END OF FIXTURES RUN NEON STRAIGH PAINT C-5 A9A 0 SIDE WALLS OF CHAS 1 2 2. 3 3. SEo N ON 4 4. 5 6 4 EXIT LIGHT A A GL-4 0 12'-6" AFF, I I I ( SEE ELEC I I CVIT I IrLJT GREEN FOOD SERVICE NEOI GRAPHICS SEE RED/BLUE OVERLAI SEE 5 A9A KYDEX 10 WAINSCOT - K1 11/2" WOOD TF SEE 14 A17 SIM EXTEND LOW WALL FINISH- GYP BD—� PAINT C5 KYDEX WAINSCOT - K� nn ,•u le 18 GUEST SERVICE A9 1 /4" =1'-O" VALANCE LIGHT 19 21A FOOD SERVICE ELEVATION A9 1 A" =1'--0" 1*02�2N CORNER FOCAL WALL A9 1 /4" =1'-0" NEON WAVE REPEAT-TYP SEE 7 A9A 8 EXIT LIGHT 9 1 34 Q 12'-6" AFF, SECURITY PORT - SE A17 7 -9„ SEE ELEC PAINT 0-5 GREEN NEON rl rl " I ►� � ie�e �'� 7wa - ��efie ie �°iie, I KYDEX RB / RECESSED AD BOARD GL- KYDEX 10 � `RB FRB 41'-3" DOOR XIT WAINSCOT - K 10 WAINSCOT - KTYP LIGHT 9 7'-6" AFF 24 FRONT WALL BEYOND A9 VI6" = T- O" C IPS-1 C- Q NEON WAVE Q F G H Q TYP SEEREPEAT-TYP + I A9GHT A 24'-0" RED/GRE N RED Q X12'-61" AFF. GREEN NEON NEON I I S�E ELEC ci (CJ 1--1--r-r-r-T-T-T--,--7--I- 1--1--r--r-r-r-T-T--1 -1--1--I--1--r-r-r-T-T-T--1--7-1--1--1--1--1--I--r-r r-T-T-i-T-7-i-1 r-r-r-T-T-T-T-T-1--1 I I I I I 1 I I I I I I I I 1 I t I I I I I I I 1 I I 1 IFIXITURES I- VERIFY I I I i I I 1 I I I I I I i I I I 1 I I I I t I I LOCATION IW/OWNER'�� I I I I 1 I I 1 I 1 I I I I 1 I I I I I RB 41'-3" RB TYP roOO2 RIGHT WALL A9 V16" =1'-0" A9 "6" =1'-0" IPS -1 c - NEON WAVE REPEAT-TYP 10 9 8 SEE 1 7 6 5 A9A XIT LIGHT--,_12 Q 12'-6" AFF, A17 TYP AT 24'-0" RED/YELLOWYELL01h NERED ON ISEE ELEC DR FRAME OVERLAP j SEC RITY POR NEON CJ CJ _ ___ - r- T —T—T—-��--1--1 --- -----,-,-,------------ ------------,;------ I 1 1 I 1 I 1 ► 1 FhXT�1RES V IF A'-1 ^--'----�-^- 1 I I I I I TT J I I I I I I I I I t I 1 I I I I I t i I I I {•� �1 I I 1 I 1 { I I I I I I 1 I L C 10 r�/0 NOR RBI 41' -3" R RB TYP 27 REAR WALL A9 146" =1'- O" TYP 4.5 4 � I i I I I VALANCE 19 LIGHT 3.5 3ci 2.4 SECURITY POR CJ I j I r` RB WAVE CONTINUED AROU CORNER 0 FITTING ROOM WALL ROVED FOR PERMITTIN' 101 AS NOTED QN PLANS Ci WITH ATTACHMENTS Cl WITHOUT ATTACHMENTS By �.R:.�2�� _ Date u. IPS-1, C5 • � VALANCE 19 VALANCE 19 LIGHT LIGHT _- -I--r- r- r- r -r -T - IPS-1, C FIXTURES - VERIFY RB RB RB KEWE LOCATION W/OWNE 28 FIXTURE WALL — HARDLINES 29 FIXTURE WALL 34 FIXTURE WALL — SOFTLINES A9 146" = T-0" A9 V16" = T-0" A9 s''''a &Or p rS O w 4 dp 4J + I� 17 1 z w 0 W vi T- 4-1 -1 0 7 0)/ Q Ld O m z O } m w u co m O Z ,— a I Im 0 0 f o 0 0 N O I- � e— cn d wz Wo �j� �JQ C) �vU) z oc O 0 W > W W J rn Q X N t 0 N Q I 15 MM NEON - SALES FLOOR CEILING EL-114'-0" L-A -------------------------- ---------- --------y- - - ------------------ ---------------------- - EL-110'-O" 41' - 3" REPEAT — WAVE PATTERN }q 3,8•= l'-0" NOTE: WAVE DIRECTION IS REVERSED IN SOME LOCATIONS. GRAPHICS GRAPHICS «2.MEN Mo.,N 313" = 1'-0° 15 MM NEON 313" = l'-0" RED NEON (10 MM) @ GRAPHIC TRANSITION TO 15 MN y � EON (10 MM) @ GRAPHIC SITION TO 15 MM BEYOND GRAPHIC JW NEON (9 MM) GRAPHIC OVERLAID UP AND TO LEFT HOLD TIGHT SE 6 (SHOWN DASHED) A9A ut-uE NEON (10 MM) GRAPHIC OVERL Ain UP AND TO LEFT HOLD TIGHT SEE 6 (SHOWN DASHED) A9A �rD NEON (10 MM) @ GRAPHIC ANSITION TO 15 MM BEYOND GRAPHIC �LLOW NEON (9 MM) GRAPHIC OVERLAID UP AND TO LEFT HOLD TIGHT SE 6 (SHOWN DASHED) A9A H. = 1'-0" NOTE: NEON TUBES TO BE - 15 MM NEON HELD TIGHT TO WALL —_-_ -_ -_ _ _-- _____ ACCENT COLOR NEON TUBE i ci i '1/q" GAP ffl RED NEON - - -- - - _ ----- CONTINUOUS 4 GRAPHICS s SECTION @ FOOD SERVICE WALL sA 3,8" = 1'— 0" A NTS 318" = l'-0" APPROVED FOR PERMITTIi1,G. • � AS NOTED Q WITH ON PLANS 13 ATTACHMENTS wl T. HOOT ATTACH By �,� ANTS Date 1--2-P-�i o � `o``\��LZ .� t� r _ 0OS 01 �-n w0 �O00 _Wt, WVGo 'Sj '�4 (�-rW�n 3=v� cna�� o o� d hA Z 0 N W 0 v) W D Q� f N Q Q O m Z 0 w Y = U w co m 0 T-- m VJ a Y I � o a I � o O U CV 4cl. o C? U ' n cn a T W -- �Z Li0 O � J 0 � � F--- UC V J W O z 0 W z W z t WALL TYPES PARTITION NOTES 95/81103/8,, 6" 65/8 93/4 7Y4„ 61/2 5/8 5/8 7 5/8 5/8 „ 41 " 1 V2 41 5/8' 7 5/8 1 5/8 5 5/ 5/8 , 11/2„ 11/2 11/2 11/2 1�2' SYMBOL - NO. - DESIGNATION GENERAL NOTES CONC PANEL - ___ _ PARTITION 4 TILT -UP �. a ° CMU-1 a ° `1 0 1 CONJUNCTION WIDTH NOTES ETOS MODIFY CONC PANEL 4 ° CMU-2 % CONSTRUCTION FOR UNIQUE CONDITIONS. 0 4 INSUL -3 TILT -UP P 3 S a 4 a CONC PANEL o 4 ° VAPOR BARRIER o • • TILT -UP b INSUL -3 T' INSUL -3 O STUCCO 2. STEEL STUD GAUGES ARE DETERMINED BY a GYP BD 0' ' °' °' a• VAPOR a• HEIGHT AND SPACING. SEE SPECIFICATIONS ° INSUL -3 0 ° INSUL -7 ° VAPOR BARRIER BARRIER o F - FULL HEIGHT - MATERIALS EXTEND FOR REQUIREMENTS. 0' NOTE FOR EXT 0 D. 0 0 TO UNDERSIDE OF DECK ABOVE 3. ALL STUDS ARE 24'' OC UNO. °'' WALLS ABOVE FIN ° GYP BD 4; GYP BID o. GYP BD CLG REFER TO °77 -- - ° S - SOUND RATED - SEE SPEC 4. PARTITIONS ARE DIMENSIONED IN PLAN FTN TYPE C2 �! FOR INSUL REQUIREMENTS FINISH FACE TO FINISH FACE, L X - FIRE RATED CONSTRUCTION; 5. GYP BD AT EXTERIOR WALL EXTENDS 4" MATERIAL EXTENDS TO UNDERSIDE ABOVE CLG IN SPACES W/ GYP BD OR W i W 2 W 3 W 4 W 5 W 6 OF DECK ABOVE LAY -IN PANEL CLG AND TO UNDERSIDE OF DECK IN AREAS W/ NO CEILING UNLESS 3 - DISCRETE PARTITION NOTED OTHERWISE ON ROOM FINISH SCHEDULE. CONSTRUCTION TYPE NO. 6. SEE ROOM FINISH SCHEDULE AND SPECIFICATIONS 41/4 5"NOM 14 3%8" 41/4" P - PARTITION FOR EXTENT OF FINISHES, W - EXTERIOR WALL 4/8T 7. SEE DETAIL 23/A17 FOR TYP STUD/ROOF CONNECTION. GYP BD 8. ALL WALL TYPES MAY NOT BE USED. METAL STUD METAL STUD TYPE "X" GYP GYP BD BOTH SIDES CORE BOARD METAL STUDS SEVERY OTHER i P p GYP BD C-H STUD TO 9. Interar Walls erwlaheat c►r�lttong INT , STUD MAY BE HEADED And tew�i-arY Partitions 9ha11 be de - I F� 11 W/X - UL ASSEMBLY •U465 (1989 TYPE "X" GYP BD 1 OFF @ 12'-0'' AFF St9ned to resl3t all loc.Lcis 'to wt%'IJA UL DIRECTORY) HARDWARE CLOTH TO STRUCTURE 'Piney are gub�e.ct2cl) bGt not �QSg UL ASSEMBLY •U469 (1989 i ABOVE +hqn S o per eo►dic�lq�' to rile UL DIRECTORY) Q I Walla 'e,cc t {or de.�.ora we '5creeln 5/81"35/8 � 1 / 5/8 � � /8 2 %2' Pi P2 P3 P4 buk k Alwe 1 6%4"NOM 71/4'' S/2"N0M 71/4" N 0 M 65/811ACT 73/g"ACT METAL STUD GYP BD BOTH SIDES HARDWARE CLOTH ONE SIDE GYP BD 3%" METAL STUDS TO STRUC (EVERY OTHER STUD MAY METAL STUD W/CONT 3%" W/X - UL ASSEMBLY •U465 ( 1989 INT BE HEADED OFF C 12'-0" AFF) - WIDE HORIZ SHEET METAL STRAP UL DIRECTORY) BRACING Q 6'-0" OC HORIZ _ J 5/8„ 6 5/e" 6, 5/a" 35/e' ACT P5 6 P7 10 %4 " $ „ 11/2 6 1/2 " 11/2 11/2 "41/2" 11/2' 5/8 , ° CONC PANEL /' CONC PANEL ° o TILT -UP ° TILT -UP 0. D. ' GYP BD 4' GYP BD O r 0 . 4 ° WD BLOCKING 4 WD BLOCKING NOT USED P9 P10 P11 6" I /? I L� HARDWARE CLOTH ONE SIDE i METAL STUDS TO STRUC i i i NOT USED P14 5" NOM 43/4"ACT 12 GYP BD METAL STUD PLYWOOD EXTERIOR PAINTING NOTES A. HOLLOW METAL DOORS & FRAMES: EPS-1/C-4. WHERE INTERIOR DOOR COLOR IS DIFFERENT, ALL EDGES EXCEPT STRIKE EDGE: EPS-1/C-4. WHERE INTERIOR FRAME COLOR IS DIFFERENT: EPS-1/C-5 SHALL RETURN TO THE STOP. B. EXTERIOR RAILINGS: EPS-1/C-4 C. TRANSFORMER & BOLLARDS: EPS-1/C-4 D. ELEC CONDUIT OR PIPING ON FACE OF BUILDING: EPS-1/C-4 E. NOT USED F. OTHER MISCELLANEOUS METAL ITEMS: EPS-1/ COLOR TO MATCH ADJ SURFACE. NOT USED P15 NOT USED 2P 0 5/8 NOT USED P12 51/2"NOM 53/8"AC T T� V T Is P8 GYP BD 16 GA. STUDS Q 12'' OC 1Y4" ANGLE Q EVERY SHELF STANDARD PLYWOOD GYP BD METAL STUD GYP 6D OVER PLYWOOD 81/4" 15/8" METAL STUDS -SECURE TOGETHER 4'-O" OC GYP BD BOTH SIDES 5/8 , 7 5/8 P INTERIOR PAINTING NOTES A. SALES FLOOR HOLLOW METAL DOORS AND FRAMES: IPS-4/C-5, B. HOLLOW METAL DOORS AND FRAMES IN NON -SALES AREAS: IPS-4/C-5. C. HOLLOW METAL FRAMES AT PAINTED DOORS: IPS-4 MATCH PAINT ON DOORS D. NOT USED E. COLUMNS IN OFFICE AREAS: IPS-4/C-5. F. FLOOR STRIPING (IF ANY): IPS-9/C-9 G. MISC METAL ITEMS: IPS-4/TO MATCH ADJ SURFACE IN SALES AREA" IPS-4/C-5 ELSEWHERE. H. SALES AREA SIDE OF PAINTED FRAMES' IPS-4/C-5 UNO. I. WHEN FACES OF A DOOR ARE DIFFERENT COLORS, PAINT SHALL RETURN AROUND EDGES SO TRANSITION OCCURS AT CONCEALED CORNER AT DOOR STOP. J. PAINT ALL EDGES & GLAZING STOPS OF DOORS TO MATCH FACE OF DOOR K. STAFF AREA WOOD DOORS AND HOLLOW METAL FRAMES :IPS-4/C-5. OWNER SUPPLIED MATL & EQUIP SCHEDULE ITEM NO DESCRIPTION ROOM LOC SUPP BY RECD BY INST LLB`j TEST BY SPEC DIV/SEC REMARKS OWN CTR OWN CTR OWN CTR OWN CTRI 1 NOT USED 2 ACOUSTICAL CLG PANEL (ACT 1) - _ _ = 09510 3 COUNTER & CABINET FIXTURES - - SEE DWGS FOR PREP WORK 4 HARDWARE (DOOR) - _ 08700 CORES ONLY 5 CER TILE (CT-1), (CT-2), (CT-3) - _ _ 09300 6 EXTERIOR WASTE RECEPTACLES EXT _ _ - 7 RESILIENT FLR(RF-1,2) & ADHESIVE - _ _ = 09650 8 CARPET, EDGE MOLDING, & ADHESIVE - _ _ 09680 9 INTERIOR PAINT -RED AND GRAY - _ _ = 09900 C-1 & C-5 ONLY 10 KYDEX WALLCOVERING - _ _ 09950 it SOAP DISPENSERS 11b,116,_ _ = 10010 EXCEPT @ HANDICAPPED & CHILDRENS LAVS 12 SIGNAGE-INTERIOR & EXTERIOR - _ _ _ _ - SEE DWGS FOR ELEC REQD 13 PYLON SIGN EXT = _ _ _ - SEE DWGS FOR ELEC READ 14 SAFE 104- 15 ATM, VENDING, & REFR 103,207 = _ _ _ - SEE DWGS FOR ELEC READ 16 COMPACTOR,CONTAINER,POWER PACK 130 _ _ _ - SEE DWGS FOR ELEC READ 17 BALER 13Q = _ _ _ - SEE DWGS FOR ELEC REQD 18 FOOD SERVICE EQUIPMENT & FIXTURES 122,123,1 = _ _ _ - SEE DWGS FOR MECH/ELEC READ 19 NOT USED 20 SALES FLOOR DISPLAY FIXTURES 102 _ _ _ - SEE DWGS FOR PREP WORK 21 LANDSCAPE OFFICE PARTITIONS 212,215- 22 STOCK ROOM SHELVING -- 23 RTU'S AND CURBS EXT = _ _ = 15780 24 NOT USED 25 FOOD SERVICE HOOD & VENT EQUIFIT123 EXT _ = EE DWGS FOR MECH/ELEC READ 26 POWER & COMM POLES & FLEX WIFE 102 = _ _ _ - SEE DWGS FOR ELEC REQD 27 SALES FL LIGHT FIXT & FLEX WIRE 102 = _ _ = 16510 28 PARKING LOT LIGHT FIXT & POLES EXT = _ _ = 16510 29 SECURITY ALARM SYSTEMS - _ = r = - SEE DWGS FOR ELEC READ 30 TELEPHONE SYSTEM - _ _ _ 16741 SEE DWGS FOR ELEC REQD 31 PUBLIC TELEPHONES 100,101 = = x - 32 FOOD SERVICE PAGING 123 = _ _ = 16771 33 EMERGENCY PAGING SYSTEM 109 = _ _ _ - SEE DWGS FOR ELEC REQD 34 EPOS SYSTEM - _ _ _ _ - SEE DWGS FOR ELEC REQD 35 ANTENNA PLUGMOLD SYSTEM - _ _ _ = 16781 36- ENERGY MGMT, AND CONTROLS - _ _ _ 15950 37 CONTACTOR CABINETS 138,202 = x = 16485 38 THERMOSTATS - _ _ _ _ _ = 16180 SEE DWGS FOR ELEC REOD 39 CONTROL RM A/C EQUIP 114 = _ _ = x 15850 40 CONDENSING UNIT EXT = _ _ - SEE DWGS FOR MECH/ELEC READ 41 BACKLIT GRAPHICS 102,123 SEE DWGS FOR ELEC REQD 42 FOOD SERVICE MENU BOARDS 123 = x = SEE DWGS FOR ELEC REOD 43 SALES FLOOR ACCENT LIGHTING 102 = _ _ = 16510 44 PACKAGE ENGINE GENERATOR SET 138 _ _ 16622 45 VALANCE - - 46 FIRE ALARM SYSTEM - _ _ _ _ - SEE DWGS FOR ELEC REQD 47 RESILIENT BASE (RB) & ADHESIVE - _ _ = 09650 48 NUMBER DISPLAY MACHINE 103 = _ _ _ - SEE DWGS FOR ELEC READ 49 NOT USED - 50 SATELLITE DISH - _ _ _ _ - SEE DWGS FOR STRUC/ELEC REQD 51 NOT USED 52 CART RAILINGS & ROLLERS 100,101 53 BIKE RACK =I F_ _ ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING NO NAME MATL FIN MATL MATL FINISH COLOR WAINSCOI MATL FIN COLOF HEIGHT NOTES 100 NOT USED - - - - - - - - - - - 101 VESTIBULE CONC CT-1 CT-3 GYP BD/ GLAZING IPS-1 C-5 K-1 GYP BD IPS-1 C-6 10'-0'/2 5 102 SALES CONC VARIES RB GYP BD IPS-1 C-5 K-1 ACT-1 - - VARIES 1,2,5,9,14 103 GUEST SERVICE CONC RF-1 RB GYP BD IPS-1 C-5 K-1 ACT-1 - - 9'-6/2" ,2,5,9,15 104 OFFICE CONC CPT-1 RB GYP BD IPS-1 C-5 ACT-1 - - 8'-0'' 1 15 107 CIRCULATION CONC CT-1 RB GYP BD IPS-1 C-5 K-1 ACT-1 - - 8 -0" 2,5 - - - 109 NOT USED - - - - - - - - - - 110 NOT USED - - - - - - - - - ill SECURITY SECURITY CONC RF-I RB GYP BD IPS-1 C-5 ACT-1 - - C 1, 15 112 NOT USED - - - - - - - - - - 113 NOT USED - - - - - - - - - - 114 OFFICE CONC LYWD IPS-1, IPS-4 C-5 ACT-1 115 WOMEN CONC CT-3 CT ZI YP B '6At ejIt%e-Af7 1 CT- l l - CC- 11 GYP BD IPS-2 C-6 F. -C 1, 15 116 MEN CONC CT-3 CT-21 YP BD CT- ( - CT- It GYP BD IPS-2 C-6 R'-0" 1, 15 117 CIRCULATION CONC FZF-1 GYP BD IPS-1 C-5 K-1 ACT-1 - - 9 6� 2,5 119 JANITOR CONC SEALER RB GYP BD K-1 - EX STRUC - - 1,2,11 120 FOOD SERVICE STORAGE CONC CT-1 CT-3 GYP BD WC-2 - - GYP BD IPS-2 C-6 8'-0" 2,6 121 STORAGE CONC CT-1 CT-3 GYP BD WC-2 - - GYP BD IPS-2 C-5 8 -0 2,6 122 FOOD PREP CONC CT-1 CT-3 GYP BD WC-2 - - GYP BD IPS-2 C-5 S -0` 2 123 SERVING CONC CT-1 CT-3 GYP BD WC-2 - - GYP BD IPS-2 C-6 9 -0'' 1,2 124 FOOD SERVICE SEATING CONC CT-1 CT-3 GYP BD IPS-1 C-5 PLM-2 ACT-1 - - 14'-( 1,2,15 125 ELECTRONICS STOCK CONC SEALER WB GYP BD - - - EX STRUC IPS-1 3,4 126 NOT USED - - - - - - - - - - 127 NOT USED - - - - - - - - - - 128 STOCK CONC SEALER WB GYP BD - - - EX STRUC - - 3,4 129 FITTING ROOMS CONC CPT RB GYP BD IPS-1 C-5 - ACT-1 - - 14 -0" 130 COMPACTOR/BALER CONC SEALER WB GYP BD - - PLYWOOD EX STRUC - - 1,4,8 131 RECEIVING CONC SEALER WB GYP BD - - PLYWOOD EX STRUC - - 1,4,8 132 RECEIVING MANAGER CONC RF-1 RB GYP BD IPS-1 C-5 - ACT-1 - - 8-0' 15 133 MARKING CONC SEALER WB GYP BD - - PLYWOOD EX STRUC - - 1,4,8 134 WATER SERVICE ROOM CONC SEALER - GYP BD/ H/C - - - EX STRUC - - 3,4 135 CHARGEBACK CONC SEALER WB GYP BD/ H/C - - - EX STRUC - - 3 136 REWRAP CONC SEALER WB H/C - - - EX STRUC - - 137 JEWELRY LOCKUP CONC SEALER WB GYP BD/ H/C - - - EX STRUC - - 3 138 ELECTRICAL CONC SEALER WB GYP BD - - - EX STRUC - - 1.3.4 139 NIGHT MAINTENANCE CONC SEALER WB GYP BD/ H/C - - PLYWOOA EX STRUC - - 1,3,8,12 140 DAY MAINTENANCE CONC SEALER - GYP BD/ H/C - - PLYWOOD EX STRUC - - - 1,3,8 141 CIRCULATION CONC SEALER RB GYP BD - - - GYP BD - - 9'-0" 3 142 FIXTURE STORAGE CONC SEALER WB GYP BD/ H/C - EX STRUC - - - 3,4,8 143 MEN CONC CT-3 CT-ZI GYP BD �u(�eT�N �� C--T -d C-5 CT-11 GYP BD IPS-2 C-6 8'-0" 1 144 WOMEN CONC CT-3 CT-L1 YP CT-il C-5 CT- 11 GYP BD IPS-2 C-6 8'-0" 1 145 FOOD SERVICE LOCKUP CONC 7EArERI RB GYP BID - - - GYP BD IPS-2 C-6 9'-0" 146 CANDY LOCKUP CONC SEALER WB H/C - - - EX STRUC - - - 147 STOCK CONC SEALER WB GYP BD/ H/C - - - EX STRUC - - - 3,4 148 NETWORK/INVOICE CONC RF-1 RB GYP BD IPS-1 C-5 - GYP BD IPS-2 - 8'-0" 15 149 NOT USED 200 EMPLOYEE SERVICE CTR CONC CPT RB GYP BD IPS-1 C-5 ACT-1 9'-0" 201 LOCKERS/COAT ROOM CONC RF-1 RB GYP BD IPS-1 C-5 - ACT-1 - - 9'-0" 15 202 ELECTRICAL CONC SEALER WB GYP BID - - - EX STRUC - - - 3,4 202A ELEC CLOSET CONC SEALER WB GYP BD - - - GYP BD - - 9'-0" 204 CIRCULATION CONC RF/CPT RB GYP BD WC-1 - - ACT-1 - - 9'-0" 2 206 OFFICE CONC CPT RB GYP BD IPS-1 C-5 - ACT-1 - - 9'-0" 9, 15 207 CONFERENCE/LOUNGE CONC RF-1 RB GYP BD WC-1 - - ACT-1 - - 9'-0" 2,9, 15 208 CONFERENCE CONC RF-1 RB GYP BD WC-1 - - ACT-1 - - 9'-0" 2,9, 15 210 OFFICE CONC CPT RB GYP BD IPS-1 C-5 - ACT-1 - - 9'-0" 13, 15 211 OFFICE CONC CPT RB GYP BD IPS-1 C-5 - ACT-1 - - 9'-0" 15 212 MERCHANDISE/ CLERICAL CONC CPT RB GYP BD IPS-1 C-5 - ACT-1 - - 9'-0" 213 OFFICE CONC CPT RB GYP BD IPS-1 C-5 - ACT-1 - - 9'-0" 15 214 OFFICE CONC CPT RB GYP BD IPS-1 C-5 - ACT-1 - - 9'-0" 15 215 AREA MANAGERS CONC CPT RB GYP BD IPS-1 C-5 - ACT-1 - - 9'-0" 9 A All FINISH MATL & COLOR CODE TILE & BASE -SPEC SECTION 09300 RESILIENT FLOORING AND BASE -SPEC SECTION 09650 CT-1 GLAZED CERAMIC PAVER -WHITE RF-1 12" X 12" X /8" WHITE HEAVY SLIP RESISTANT RF-2 12'' X 12'' X f8" CHARCOAL CT-2 GLAZED CERAMIC PAVER -GREEN RF-3 6" WIDE RED FEATURE STRIPE HEAVY SLIP RESISTANT RF-4 12" X 12" X 1/8" RED CT-3 GLAZED CERAMIC PAVER -HEATHER RB 6" HIGH BASE CHARCOAL HEAVY SLIP RESISTANT CT-4 GLAZED CERAMIC PAVER TILE -BLUE COLORS AND FINISH SYSTEMS -SPEC SECTIONS BELOW HEAVY SLIP RESISTANT C-1 RED THRU NOT USED C-2 NOT USED CT-9 C-3 NOT USED CT-10 GLAZED CERAMIC WALL TILE -WHITE C-4 TAN CT-11 GLAZED CERAMIC WALL TILE -SAGE BRUS C-5 CUSTOM GRAY CT-12 NOT USED C-6 WHITE GLAZED ACCENT WALL TILE -OCEAN BLUE C-7 DARK TAN CCT-13 YELLOW fHRU NOT USED C-9 NNOTAUSEDETY CT-19 CT-20 GLAZED TILE BASE -WHITE EPS-1 EXTERIOR PAINTING SYSTEM CT-21 GLAZED TILE BASE -SAGE BRUSH thru SPEC SECTION 08900 THRU THRU NOT USED EPS-5 CT-29 GLAZING -SPEC SECTION 08800 IPS-1 INTERIOR PAINTING SYSTEM thru SPEC SECTION 09900 GL-1 �/4" CLEAR GLASS IPS-10 GL-2 fra" CLEAR TEMPERED GLASS GL-3 CLEAR TEMPERED GLASS �4" EFS-1 EXTERIOR FINISH SYSTEM GL-4 ONE-WAY VISION GLASS SPEC. SECTION 07176 GL-5 POLYCARBONA.TE IN TRAFFIC DOORS EFS-2 EXTERIOR FINISH SYSTEM GL-6 NOT USED 1/4" WIRE GLASS SPEC. SECTION 07176 GL-7 EFS-3 EXTERIOR FINISH SYSTEM SPEC. SECTION 07176 ACOUSTICAL CEILINGS -SPEC SECTION 09510 ACT-1 REVEAL EDGE CEILING PANEL ROUGH CARPENTRY -SPEC SECTION 06100 H/C HARDWARE CLOTH WB 1 X 12 PINE WOOD BASE WALLCOVERING-SPEC SECTION 09950 K-1 KYDEX TARGET GRAY PLASTIC LAMINATE -SPEC SECTION 06400 PLM-1 GRAY WC-1 VINYL COATED FABRIC OFF-WHITE PLM-2 GREEN WC-2 FIBERGLASS REINF PLASTIC PANELS GRAY ROOM FINISH NOTES 1. SEE PLANS, INTERIOR ELEVATIONS, 8. PROVIDE 1/2" PLYWOOD SECTIONS AND DETAILS FOR MORE WAINSCOT TO 8'-0" AFF. SCREW DETAILED MATERIAL AND FINISH ATTACH DIRECTLY TO STUDS AT INFORMATION, 12" OC VERT. ABOVE 8'-0" AFF PROVIDE WALL MATERIAL INDICATED BY 2. GYPSUM BOARD WALLS AND CEILINGS PARTITION TYPE - SEE PLANS. RECEIVING WC-1 OR WC-2, K-1 OR PLM SHALL BE TAPED AND SANDED. 9. EXPOSED STRUCTURAL COLUMNS RECEIVE IPS-4/C-5. 3. GYPSUM BOARD RECEIVING NO 10, PAINT ALL FITTING ROOM PARTITIONS FINISH SHALL BE TAPED ONLY IPS-6/C-5 AND INSTALL RB. 4. TAPE BUT DO NOT SAND UNFINISHED 11. INSTALL 8'-0" KYDEX PANELS GYPSUM BOARD APPLIED TO INSIDE VERTICALLY. OF EXTERIOR WALLS. 12. INSTALL KYDEX(10 5. APPLY KYDEXC0 WAINSCOT TO 48'' 48"H X 28"W Q JAN SINK. AFF. APPLY RESILIENT BASE TO 13. PROVIDE INSUL-4 ABOVE WAINSCOT. TAPE AND SAND GYP BD CEILING, PRIOR TO APPLICATION. SEE INTERIOR ELEVATIONS SHEET A9. 14. EXTEND PAINT 6" MIN BEHIND ALL FIXTURES. CONTINUE PAINT 6. APPLY WC-2 WALL PANELS FULL HEIGHT. STRIPE BEHIND GRAPHICS. 15. PROVIDE INSULATION AT 7. PROVIDE LATEX UNDERLAYMENT ON THE EXTERIOR WALLS THIS ROOM. FLOOR AS REQUIRED TO ASSURE A FLUSH TRANSITION BETWEEN TOP OF DIFFERENT FLOORING MATERIALS. UNDERLAYMENT WARP TO BE SMOOTH, CONTINUOUS AND 1'-O" MINIMUM LENGTH. Q 0 o-- PI) w(D :z 00 —i-�00 a� uj S2Xoc-j Ln w 3 � �'t �QQo cn a- F- � z 0 i v O J N�Q z 0 w 0 V) w D V) U) r T o 2 0 O D 0 Q ? OD Z A m In Y Ij m L0 2 Z O r m a m O _ J uj r T ( LL o a r z , C C 00 C\l w 0 I L0 �-- x wz � 0 w - Q E m ad 0 0 C ' U) zw Q 0 0 w J H O T Q E w w x FRAME TYPES DOOR TYPES OPENING SCHEDULE NOTES FINISH OPENING SCHEDULE _ _ ,, /2 b. I TG SUFFIX INDICATES TRANSFER GRILLE IN DOOR SEE SCHEDULE 1"X'/2" H/C 1. PROVIDE VOID AND BLOCK -OUTS AS REQUIRED IN DR FR HEAD DOOR DOOR GLAS IRE HDWR FRAME TRANSOM Ir I� I� 2 LAYER Y4" NO. TYPE MAT L OUAN WIDTH HEIGHT THICK TYPE ATIN GRP. YP MAT'L HEAD DTL. JAMB DTL. SILL DTL. NOTES PANEL ( II HARDWARE PLYWOOD FRAME TO INSTALL CONDUIT, LOW VOLTAGE WIRE, & REED SWITCHES AS RE L _ _ _II CLOTH y 8' W/DIA BRACING ET QT Q LOCATED IN HEAD 6" AND 9" FROM DOOR LATCH SIDE, EACH 101 FG ALUM 2 3'-0" 7'-0" 1�4" GL- - Al 3 ALUM 4/A11 15/A11 - 1 DOOR, COORDINATE THIS WORK WITH THE ELECTRICAL 101.1 FG ALUM 2 3'-0" 7'-0" 1-Y4" GL- - A2 3 ALUM 4/All - 1 HOLLOW ALUM o 6 X 6 I I I I I I I I I I I I I CONTRACTOR AND SECURITY CONTRACTOR TO PROVIDE FREE (- METAL 2"TYP. GLASS W/FULL ,�, PION I I I I I I I I I I I I I DUTCH ACCESS FROM OVERHEAD, THROUGH FRAME WHERE POSSIBLE. 101,2 FG ALUM 1 3'-O" 7'- 0" 1�a" GL- - A3 3 ALUM 4/A11 - - 1 SEE SEE IIIIIIIII I I I I DOOR 101.3 FG ALUM 2 3'-0" 7'-0'' 1y4" GL- - A4 3 ALUM 4/All - - 1 d SCHEDULE SCHED 2. PROVIDE VOID AND BLOCK -OUTS AS REQUIRED IN DOOR FRAM I l l l i f l I I I I I I tOl.4 FG ALUM 2 3'-0" 7'-0" 1�a" GL- - A9 3 ALUM 5/All 15/All - 1 OPTIONAL 2 X 4 WOOD 6"X 1'-6" I I I I I I I I I I I I I 10" DEEP JAMB TO INSTALL ELECTRIC STRIKE AND WIRING AS REQUIRED. INSULATED STUDS - VERIFY AND COORDINATE WITH HARDWARE SUPPLIER AND 101.5 FG ALUM 2 3'-0" 7'-0" 1Y4" GL- - A6 3 ALUM 4/All ll/All 16/All 1 PANEL (METAL VISION � I l l l l l l l l l l l l � PLM-1 PANEL SHELF & ELECTRICAL CONTRACTOR. 101.6 FG ALUM 2 3'-0" 7'-0" 13/a" GL- - A7 3 ALUM 4/All - 16/A11 1 STUDS SEE I I I i. 1 1 1 1 1 1 1 1 1 HDWR • OPTIONAL) SCHEDULE BRACKET 3. SEE INTERIOR PAINTING NOTES a "FINISH MATL & COLOR 101.7 FG ALUM 1 3'-0" 7'-0'' 13/4" GL- - A8 3 ALUM 4/All - 16/All 1 F FLUSH FG-FULL GLASS N H/C M FD D CODE" SHEET A10 FOR INTERIOR DOOR AND FRAME COLORS. 101.8 FG ALUM 2 3'-0" 7'-0" 1 4" GL- - A6 3 ALUM 4/All - 16/All 1 TYPE 1 TYPE 2 F/S FLUSH SOLID CORE FGS-FULL GLASS SLIDING FOLDING PARTITION F/H FLUSH HOLLOW CORE W/ VINYL COVERING 4, PROVIDE 2'-0" WIDE SPACE AT THE CENTER OF EXTERIOR 101,9 FG ALUM 2 3'-0" 7'-0" 1Y4" GL- - A9 3 ALUM 5/All ll/All 16/All 1 HOLLOW METAL FRAME HEAD CLEAR OF ANY OBSTACLES, TYPE 3 FOR INSTALLATION OF SECURITY DEVICES. ALUM. FRAME FOR ENTRANCES & STOREFRONTS. SEE SPEC RVS ROLLING TRACK 5. SEE SPECIFICATION SECTION 11160 FORLEXIBLE STRIP DOORS. .``�t�C, s 102.2 F HM 2 3'-0" 7'-0" 1Y4" SECTION 08400 & ELEVATIONS AND g15 - 15"x 20" - - - `t VISION I HOUSIN PANEL I 6. UNDERCUT DOOR 1". 102.3 F HM 2 4 -0' 7'-8" 1_Y4" 1 5 HM 12/A1, 12/Alt 17/All 1,3,4 �Q rz N TYPE 4 I II I I I I I I I I. Q �` , GL-4 I I I I I i FLUSH HDBD W/ GUIDE I I 7. NOT USED 102.4 TD ABS 2 3'-O" 7'-4" - GL-5 - 30 1 HM 8/All 8/All - 3 :o =� UZ%I STEEL CHANNEL OR ANGLE. SEE DOOR DETAILS 4 HEAD _ I I II I I I i HONEYCOMB CORE JAMBS I =W ux INSTALL VINYL I 102.5 TD ABS 2 4'-0" 7'-0" 1�4" GL-5 30 1 HM 8/All 8/All 3 HOLLOW STRIPS SO i i I I I I � I r�- I 8. SIZE INDICATED IS FOR WALL OPENING. .` METAL THAT CURVES I II I I I I ROLLING I I 102.6 TD ABS 2 3'-0" 7'-4" - GL-5 - 30 1 HM 8/All 8/A11 - 3 SIZE DOOR ACCORDINGLY. o I INTERLOCK I I I I I I DOOR I I ipop,�,b I TO FORM A I II I I I I ( I 9. CENTER 24"xl8" DOOR TRANSFER GRILLE WITHIN 102.7 F HM 2 4 0" 7'-0" 13/4 - - 1 5 HM 12/A11 12/A11 17/A11 3,4 CONTINUOUS if III III III_ _ I DOOR W/ BOTTOM OF GRILLE AT 1'-0" AFF. 103 F HM 1 3'-0" 7'-0" 13/a" - - 13 1 HM ,/All 6/All - 3 CLEAR VINYL STRIP OH 10. SHELF BRACKETS TO BE ON INTERIOR SIDE OF ROOM. 104 F HM 1 3'-0" 7'-0" 1Y4" - - 15 1 HM 1/All 6/All - 3 TD FIXED-FVS OSD OVERHEAD STEEL P POCKET DOOR ROLLING RVS ROLLING DOOR 11. FRAMES FOR DOORS 131.3 & 131.4 TO BE MADE IN ONE TYPE 5 PIECE. F- HM 1000i 611AH 12. NOT USED 13. DOORS TO SECURITY PORTS. 107 N HM 1 3'-0" 7'-0" 1y4" GL-4 - 18 1 HM 1/All 6/All - 3,4 SEE PLAN 108 F HM l 3'-0" 7'-0" *4" - - 2 5 HM 12/A11 12/A11 17/A11 1,3,4 II FOR PARTITION SEE ELEVATIONS FOR 4'/2" I CONT. BLOCKING 41/2' GLASS TYPE ,08.1 F WD 1 3'-0" 7'-0" *4" - 20MIN 6 1 HM 1/A11 6/A11 3 VINYL STRIP EQ I EQ 111 F WD 1 3'-O" 7'-0" 1Y4" - - 10 1 HM 1/A11 6/A11 - '/2" II '/2" �-- DOUBLE STUD HEADER t;.' DOOR L�` WOOD SHIM - W/SLNT - 1 wo y' TAP H.M. FRAME STL C REINF 20'' LONG - �j w� Mo I Q DOOR HEAD BY DOOR BOTH SIDES Z co SLIDING MOUNT & L TO ACCEPT MANUFACTURER 114 F WD 1 3'-0" 7'-0" 1�4" - - 13 1 HM 1/A11 6/A11 - 3 ~"�co II _ l > AUTO OPERATOR HOUSING RUNNER TRACK y SLOPE TO CENTER "; BOLTS C 4'-0'' O.C. = Q' OF DOOR °0 i 5Y4„ 115 F/S-TG WD 1 3'-0" 7'-0'' 1Y4" - - 24 1 HM 1/All 6/All - 3,9 W W N 5 X 3 X 3/� I ^ 116 F/S-TG WD 1 3'-0" 7'-0" 13/a" - - 24 1 HM 1/All 6/All - 3,9 '3 Ln �- TACK WELD TO STL L 20" LONG REINF ca 3 ,� � �� , H.M. FRAME I DOOR FRAME BY DOOR 117 N WD 1 3'- 0 7 -0 1�a GL- - 13 1 HM 1/A11 6/A11 3 •a Q Q o I I VINYL STRIP DOOR MANUFACTURER 1 i 1 I - - - VARIES I GLASSL TYPE I I PAINTTTOL. RMATCH STL. COL. BEYOND 0 Q JAMB CHANNEL FRAME T�L ALUM DOOR 119 F HM 1 3'-0" 7'-0" 1Y4" 18 1 HM 1/All 6/All 3,6 I ALUM FRAME 120 F HM 1 3'-0" 7'-0" 19 1 HM 1/A11 6/A11 3 8.0203 8.0208 8. 105 - 1 .HEAD @ H. M /GYP. BD. HEAD AT ROLLING VINYL r 3 HEAD @ FIXED VINYL STRIP 4 DOOR HEAD @ TRANSOM 5 AUTO DOOR HEAD @ A11 11/2 1'-0" A11 A11 1' " 1'-0" A11 1 l'-0" 125 HM 2 '-0":2'-0' 7'-0" 1Y4" - 16 1 HM 1/All 6/All - 3 a STRIP DOOR 3 -1 -o A11 DOOR 3"- ,'-o" /2 - TRANSOM '/2"- � Q 128 F HM 1 3'-0" 7'-0'' 1Y4" - - 13 1 HM 1/All 6/All - 3 SEE PLAN FOR METAL STUDS W/ PARTITION TYPE 130 OSD STEEL 1 6'-8" 7'-4" - - 90MIN 29 4 STL 13/All 18/All 1/A14 8 MET STUDS 11TO PLYWD BOTH SIDES I I �/2„ 131 OH HDBD 1 8'-8" 9'-4" - - - 28 4 STL 14/All 19/All 3/A14 8 TO 8'-0" AFF -5/g" GYP VARIES _ BD ABOVE ON ONE SIDE 131.1 OH HDBD 1 8'-8" 9'-4" - - - 28 4 STL 14/All 19/All 3/A14 8 7 rl" V2 + - + H.M. FRAME 131.2 OH HDBD 1 8'-8" 9'-4" - - - 28 4 STL 14/All 19/All 3/A14Lj 8 MC6 X 15.3 STL C CONT `�' ' 6" TO STRUC ABOVE ' 131.3 F HM 1 3'-O" 7'-0" 1�4" - - 2 5 HM 12/A11 12/A11 ,7/A11 4,11 - - - - - - - r - � -� C 6 8.2 CONT AT JAMB �131,4 F+M HM 2 3'-0";2'- 7'-0" 13/4" GL-4 23 5 HM 12/A11 12/A11 17/A11 4,11 PILJ -�_ ANCHOR TO FLR. & MET 131.5 RVS VINYL 1 7'-0" 8'-0" - - - 30 4 STL 2/All 7/All � 75/g" MIN, DECK W/3" X 3" X,/4' CLIP - o S 2" LONG. PROVIDE 131.6 FVS VINYL 1 4'-6" 7'-0" - - - 30 4 STL 3/All 6/All SIM z_ SLOTTED HOLE ON VERT. - Y16" STL RL WELD TO C LEG OF CLIP L @ ROOF FRAMING TO 131.7 RVS VINYL 2 3'-6" 8'-0'' - - - 30 4 STL 2/All 7/All AT FLOOR -SECURE TO ALLOW FOR 1" DEFLECTION SLAB W/TWO 3/" X 3" WELD C 6 X 8.2 HEAD REINF. 132 F HM 1 3'-0" 7'-0" 1�4" - - 7 1 HM 1/A11 6/A11 - 3 EXPANSION BOL�S (TRAFFIC DOOR TO VERT. JAMB CHANNELS - 134 H/C HC 1 3'-0" 7'-0" 11/2" - - 27 2 WD 22/A11 22/A11 - - APPLIED HM STOP TO MAKE - 8.0206 8.0602 8.0204 DOOR SINGLE SWING 135 H/C HC 1 3'-0" 7'-0'' 11/2" - - 27 2 WD 22/All 22/All - 6 JAMB @ HM /GYP BD JAMB DETAIL @ ROLLING 8 TRAFFIC DOOR JAMB 9 NOT USED 10 NOT USED 136 H/C HC 1 3'-0" 7'-0" 11/2" - - 27 2 WD 22/All 22/All - All 11/21- 1'-0" A11 VINYL STRIP DOOR 1'�2"- 1'-0" A11 (HEAD SIM} 11/2"- 1'-D" A11 A11 137 H/C HC , 3'-0" 7'-0" 11/2" - - 12 2 WD 22/All 22/All - 138 F HM 1 3' -0" 7' -0" 13/4" - 20MIN 14 1 HM 1/All 6/ All - 3 Z EL 11 1'-2" 139 F HM 2 '-0" 2'- 7'-0" 13/a" - 20MIN 17 1 HM 1/A11 6/All - 3 NOTE '� 5/8 " PLYWD BELOW p 140 H/C HC 1 3'-0" 7'-0" 1'/2" - - 12 2 WD 22/All 22/All - m 3'-11" AFF.S/e" GYP BD - p 141 F HM 2 4'-0'' 7'-0" 1Y4" - - 1 5 HM 12/All 12/All 17/All 2,3 ABOVE. 1/2 0'. W2' SEE PLAN FOR PARTITION i NOTE /a 1 Y4" PROVIDE 5 " PLYWOOD 141.1 F HM 2 3'-0'' 7'-10" 1Y4" - 20MIN 21 1 HM 1/All 6/All - 3 SEE PLAN TYPE DOCK SEAL- TO /A FOR PTN TYPE HEAD �' CONT /a" STL 5 3'-11" FF. 141.2 F HM 2 3'-0'' 7'-10" 1�4" - 20MIN 21 1 HM 1/Alt 6/A11 - 3 o m p /g GYP BD ABOVE. BENT e W/2- :. NO INSUL&GYP BD/PLYWD 142 F HM 2 3'-0" 7'-0'' 1Y4" - 20MIN 17 1 HM 1/All 6/All - 3 w m THIS AREA 1/2" Plx4" STUD I P6 0 @ 2'-0" O.C. SEE PLAN FOR WD SHIM W/ W1 .D TILT -UP PANEL- _ I PARTITION TYPES 143 F HM 1 3'-0" 7'-0" 13/4" - 20MIN 6 1 HM 1/A11 6/A11 - 3 SLNT-, BOTH SIDE SEE STRUC a p o' _ p 144 F HM 1 3 0 7 0 13/ 20MIN 6 1 HM ,/A1, 6/All 3 cn ►� a p i -'�� a w N 1 3%4" X 4 %2" ALUM FRAME _ W1 - - - Ln EFS- \' GYP BD- W1 WD SHIM 145 F HM 1 3'-0" 7'-0" *4" 12 1 HM 1/A11 6/A11 3 . . • 146 H/C HC 1 3'-0" 7'-0" ti/2" - - 27 2 WD 22/All 22/A11 RET TO FIRM e : OH ,r DOOR & TRACK SEE ELEVATIONS FOR GLASS TYPE g „ SLNT-} o: ' _ - 3 - - - r p J / SLNT , �( , . �( / 148 F HM 1 3' 0" 7 0 1/a" 8 1 HM 1/All 6/All 3 ,�,, i o BOTH SIDES p . (n p /a a DRIP BY H I FILL W/GROUT SLNT-1 ' '' / �I II ALUM DOOR 14 Ycn d a s c° � OO Z SUPPLIER 0 I CONT �[::.p' N. - T/pp OPGN. w � } m w 00 Q W HEAD OPNG p I 109'-4" I SLNT-1 BOTH SIDES V Q m � Lo Oo Ii - - - - - � �., _ a a _ ci T/ OPN �_ 151 F PLYWD 1 26 2 WD 32/A17 SIM 32/A17 - 13 Q W m OJ • 3/g11 5y4" �EL 107'-4'' ( SEE PLAN FOR 151.1 F PLYWD 1 - - - - - 26 2 WD 32/A17 SIM 32/A17 - 13 0 o u 4 4 a 4. ', a I PARTITION TYPES - e e e ° I • a ' `•, ' •• a ' .• a ' ,• a �30° CONT�/q" STL BENT F� 200 D WD 1 3'-0" 7'-0" 1Y4" - - 9 1 HM 1/All 6/A,1 - 3,6,10 •, ! W/2-1/2" DIA x 6" STUDS w 2'-0" O.C. 201 F WD 1 3'-0" 7'-0" 1 4" - - 13 1 HM 1/All 6/All - 3 a e e e e I /g" STL R CHUTE 202 F/S-TO WD 1 3'-0" 7'-0" 13/4 - - 13 1 HM 1/All 6/All - 3, 9 0 CONT WELD TO STLLP 202A F•N WD 1 3'-O" 7'-0" 13/4" - - 13 1 HM 1/All 6/All - 3 a E P2-8.0212 P2-5.0409 P2-8.0416 204 F HM 1 3'-0" 7'-0" 13/a" - 60MIN 1 HM 1/All SIM 6/All SIM 3,7 11 DOOR JAMB Q WALL PANEL 12 HM HEAD 13 HEAD COMPACTOR CHUTE 14 OH DOOR HEAD 15 DOOR JAMB @ VESTIBULE WALL p CV A11 1 1�2�1_0 �11SIM @ JAMB 1'/2 1'_0" A11 1 1�2„_1�_0�, A11 @ RECEIVING 1'/2'=1�_0,� A11 1'/z"- ,,-o'l Ld 00 < � o I 0 T_ cn a 206 F WD 1 3'-0" 7'-0" 13/4" - 7 1 HM 1/All 6/All - 3 207 F WD 1 3'-0'' 7'-0'' 1_Y4" - - 3 1 HM 1/All 6/All - 3,8 : I 207.1 FD VINYL 1 22'-6" 9'-0" 3" - - 30 1 HM 21/A18 - - APPROVED FOR PERMITTING 208 F HM 3'-0" 1Y4" - - 2 5 HM 12/A11 12/A1, 17/A11 3 4 • : �/2" 0' x 6" STUDS-24" O.C. DOOR GUIDES AS PER -- At �+ " FIRE DOOR MFR REQ. DOCK SEAL ❑ AS NOTED ON PLANS iio W % C- I/2" PLYWD OVER ATTACHMENTS �t - - - r GYP. BD. ❑ WITH ,ATTACHMENTS 210 F WD 1 3'-0" 7'-0" 13/4" 7 1 HM 1/A11 6/A11 3 V SEE ELEVATION FOR :11 II.'. to NO INSUL & PL yWD WITHOUT ATTACHMENTS 211 F WD 1 3'-0" 7'-0" 13/4" - - 3 1 HM 1/All 6/All - 3 W GLASS TYPE 3/e" 5Y4" II' .' II'0 JAMB CONC PANEL ❑ -- -SEE STRUC dd�G Dr�e ��ap�f/ 212 F HM 1 3,-0" 7'-0" 1Ya, - - 2 5 HM 12/A11 12/A11 17/A11 1, 3, 4 ALUM DOOR FRAME BEYOND OUTSIDE 13V FACE OF I I CONT I STL BENT '� REV Z_ BRACKET ©7 213 F WD 1 3'-0" 7'-O" 1Y4" - - 3 1 HM 1/All 6/All - 3 Q NCO /4 L BE IE MTD 0 I WALL BEYON H M DOOR VV1 il. I 3� _ _ _ I . ,, , 214 F WD 1 3' -0" 7' -0" 174" 3 1 HM 1/All 6/ A11 3 H M FRAME I I 3"x3"xt/4" STL - CONT WELD • r, j I TO STL Ft- MET STL PIPE RAIL -WELD TO Z_ CONT THRESHOLD � MET THRESHOLD 4'/2�� 3" I BENT �a1WS2- SET IN MASTIC SET IN MASTIC , %e" STL SECTIONAL O.H. R 1/2 Pf x 4" STUD '-'....,....-:r_. DOOR -OVERLAP STOOP -,,,CORNER ! 3"x3"xl/4" 2'- 0 0. C. A JAMB , PNT C-2 � CONT WELD TO STL fE SEE STRUC FOR FOUNDATION, SLAB & JOINTS 8.0221 P2-5.0406 P2-8.0415 16 SILL AT ALUM ENTRANCE DOOR 17 SILL AT HM EXT DOOR 18 JAMB @ COMPACTOR CHUTE �19OH DOOR JAMB 20 NOT USED _. A11 1 %2"- l'_0' A11 1'/z"- 11_01' A11 I , 1 �2 -1 0 A11 RECEIVING 1 %2"=1'-0" A11 HDWR CLOTH SEE PLAN I FOR PARTITION TYPE WOOD BLOCKING FOR STOP ou 2 LAYERS Y4" 0 PLYWOOD W J H F- I I HDWR. CLOTH II r 8. 404 8.0214 8.0215 21 NOT USED 22 JAM13+0WR CLOTH DOOR 23 NOT USED 24 NOT USED 25 NOT USED A11 A11 HEAD SIM 1 1/2.1- 1'-Oil A11 A11 A11 w 0 4 AC�T/O�P, V EL-122 TILT-U PANEL EL. 110' ACCENT TILE FIN. Fl V EL. 10, GRADE VARIE'. 3.0117 GRID f10N TYPICAL WALL SECTION A 2 A13 SIM. (_2SECTION THRU ARCH COLUMN A i I I T/O PARAPET EL 126'-4" ROOF SLOPE DOWNL TILE � I II 8 / A18 I I ACT GYP, BD. \ I IGYP, BD. ACT I � A18 ARCHITECTURAL FOOD SERVICE COLUMN CIRCULATION STORAGE FOOD PREP. SERVING �I SEATING 107 121 I 122 (- 123 I 124 I 1 13 I I I I I I I A17 FIN. FLR. _ EL. 100'- 0" \ i SECTION C FOOD SERVICE A T/O PARAPET EL 126'-4" FIN. FLR. EL. 100'- 0" 2- 2"X3" X 14 GA. BENT PLATES- DO NOT ATTACH STUDS TO BENT PLATE 6" STUDS 9 16" O.C. 6" x 16 GA. STL. BRACE e 32" O.C.- ATTACH W/ 2-5/8" TYPE S-12 LOW PROFILE HEAD SCREWS 11/2" COLD ROLLED CHANNEL Q 36" O.C. MAX. 6" X 16 GA TYPE "SJ" JOISTS 0 16" O.C. CMU-2 GYP. BD. FIN. FLOOR FLOOR tJ EL. 10 0'- 0" SECTION THRU VESTIBULE 1/21 =11-01 A g I I I PARAPET BEYOND I CURVED WALL BEYOND SECTION @ GUEST SERVICE B I I �T/0 PARAPET oc T/O PARAPET L. 11 4"- I I I I I I I I OP OFF tsEYOND 1 T.) ACCENT TILE EL. 110'- 0" 7 14 \ ! A15 TILT -UP PANEL ELECTR 13 A14 APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACHMENTS ❑ WIT UT ATTACHMENTS By Date ��• 4 TYPICAL WALL SECTION .,..,.�Iw-ter.• > Al2 11211-11_011 C 1 2 DECK BRG. I I I I VARIES (SEE STRUCTJ II i AC T ACT ACT 27 9 A18 Al2 10 Al2 GYP. BD. CEILING 14 / 3%" MET. STUD a 2'- 0" O.C. A17 FOOD SERVICE ----- -------� 1 SEATING SERVING SALES I 124 1.I 123 l� FIN. EL. 10000'--0" Y FOOD SERVICE EQUIPMENT 13 FOOD SERVICE LOW WALL A17 SECTION @ FOOD SERVICE CORRIDOR- RM. 141 '/8"911_011 Al2 1/811�11_011 Al2 1/811=11-011 /81I =11 _011 9.0604 (_q_ SECTION @ BULKHEAD A 12 1/2 DECK BRG. _ (SEE STRUCTJ ACT - EL 116'-6" Y B/O SOFFIT Ai E L 113'-11'/2" 'DER AIN T ERT, C-5 i ACT- 1 11 1 3%" MET. STUDS (16 GA.) 0 2"-0" O.C. %" GYP. BD. PAINT VERTICAL FACE OF SOFFIT C-5 ACT- 1 EL 116' -6" B/O SOFFIT ACT- 1 EL 113'-11/2" 9.0605 10 SECTION SOFFIT Al2 1/211=11_011 35/" METAL STUD (16 GA.) ATACH TO T9P CHORD OF 10 GYP, NOT SHOWN BAR JOIST W//2" / BOLTS Al2 > W/l/4" LOCK WASHER & (2) FOR CLARITY 1/4" PLATE WASHERS. ACT- 1 EL 116'-6" TOP OF GYP. BD. GYP. BD. SOFFIT PAINT VERT. SURFACE C-5 V GYP. BD. --� / 3%" STUD @ 8/0 SOFFIT VERT. METAL STUDS Q 2'-0" O.C. AND EACH SIDE OF BAR JOIST Vx 16" GA. STL. STRAP 0 8'-0" O.C. WELD TO EVERY STUD & TOP -AND 9.0606 BOTTOM TRACK (_1�1ELEVATION AT SOFFIT PERPENDICULAR Al2 TO BAR JOIST 1/211=1'-01' GRID I I JSTS BRG. DECK BRG. (SEE S UCT.) (SEE ST UCT.) 3%" METAL STUDS 19 - i -I I T/O PARAPET 2'-0" O.C.. DOTTED LINE I - I EL 126'-4" INDICATES FRAMING OF CLOSURE CONDITION 0 MEZZANINE II I I II I I 1. it II I II TEK SCREW STUDS II I TO JOIST GIRDER II I � Ii _ -ACT- 1 EL 116'-6" 5 8/0 SOFFIT B/0 SOFFIT 5/a GYP. BD. ON 3 /8 EL 115'-6" EL 113'-111/2" METAL STUDS 0 2'-0" O.C. FIN FLR, EL. 100'- 0" SECTION AT JOIST GIRDER ENCLOSURE Y4"=1'-0" A I f9 AM AMr-T nrvn►in SECTION OFFICES B I I ```•``�Gj�uM�i�q��'' �or= =y 0$ 1%'0le P = Wo cj W M Z�oo0 00 �5 ao i c c7i LI ZW,-yci ~ W Ln �Q¢o �oJ o� 1 iA r7 1 z 0 w w r T al) oo O LA Q , m Z m W Lo CD r mmA 0) O O J i T' uj Fioo h Icr u O C N MCI" LiU o � � � a T LU -- �Z LJ0 O 0 �--- �0U) la V 0 U W V J J LJw N T Q TOP OF f A SECTION THRU HIGH ROOF Al2A 11211=11-011 I II 4.6 I i+- T//l MADAOCT tl\ SIM c (SE A 2 - A13 Sim, �T/O PARAPET EL 126'-4" \ / I ' I I i I� 14 f ' � EL. TILE BAND I / A15 V EL ACCENT V TILE ------------- i STEEL BEAM (SEE STRUCT.) I I PRE CAST PANEL `~- I i RECESSED DOWNLIGHT- SEE ELEC. i i I A115 t1 B/O CONC PANEL t EL. 110' - 0" AC T ACCENT TILE BAND BEYOND 2 SECTION THRU PRECAST PARAPET CMU-2 JA112 it_1I_011 CURVED CMU WALL BEYOND I 13 SIM FDN. & FTG. (SEE STRUCT. ) SECTION THRU ENTRY RECESS F, gL T/O PARAPET I - I I I I - I I -- I I I I I gL T.O. TILE BAND ACCENT TILE C.M,U.-1 A T/O PARAPET �1 EL. 122'- 0" 4 A13 IM, / 1 TOP OF F 1 BEYOND CONFERENCE 208 i TYPICAL CMU WALL SECTION SECTION THRU RECESSED WALL ,/2„=1'_p'' APPROVED FOR PERMITTING: ❑ AS NOTED ON FLANS ❑ WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS By ....� — Date -. =4 �: y O i z �" _ r t F- M W O �j W Zcr-OQJ —1--00 U-) Ld 0 N �oU-, �U0 °tS Q Q o aF--t O o� �Q wA F7 I V) N W V) V) V) o I I I T Q� T n o � a � � v� (ll Q L > m m Y W 00 m a co V J r W c / a V , r � 'F- 0 o (T a Z u O O N � LLJ o I U 0 r (~n a LJ Z (:D a Lu 0 F- Q 0 �-- gUU) U) z 0 U w U) Q� s A 5" SLNT REC BY SLNT REC BY SLNT REC BY ROOFING MFR ROOFING MFR ROOFING MFR 14 GA ALUM 14 GA ALUM 14 GA ALUM MEMB FLASHING COPING FLASHING COPING FLASHING SLOPE g"/FT rCOPING A. 41 l._r1 SEALANT I i SEALANT FI SEALANT I Q ROOFING ap 4 4 , ROOFING ' 4 ', ROOFING 4 ', i ROOFING MEMB MEMB , MEMB MEMB BLOCKING VARIES w/ A 1,4 IMBEDDED �,4 IMBEDDED , 1,4 IMBEDDED INSUL THICKNESS 4 WD NAILER WD NAILER WD NAILER ` ' 4 4 JOIST BRG MET. DECK 4 JOIST BRG 4 JOIST BRG J, q , INSUL - A EL VARIES INSUL - A EL VARIES IN - 4 /' EL VARIES ON MET DECK ON MET DECK ON MET DECK STL BM -SEE STRUC 4 4 STUCCO ON MTL LATH 3 5/8" 20 GA MET 4 ' ' � � ON 8" MTL STUDS STUDS e 2'-0" OC • , , , , , , I 7 1/4'' 2"x TREATED WD BLKG 4 , 4 W1 2"x TREATED WD BLKG 4 , 2"x TREATED WD BLKG 4 1 - 4 /2 41 SECURE TO MET DECK SECURE TO MET DECK yy2 SECURE TO MET DECK I FLASHING MEMB ��` �� •%' . W/ '/4" TEK SCREWS c ' 4 W//y" TEK SCREWS W/ TEK SCREWS Q 1/2" PLYWD 24" O.C. 24" O.C. 24" O.C. , O H vo 1 NOT USED 2 PARAPET DETAIL 3 PARAPET @ CMU 4 PARAPET @ CMU /MTL STUDS 5 DETAIL @ HIGH ROOF r6-s\ NOT USED 7 NOT USED '•�•N%��, ..a��`'� A13 A13 1 12" =1'--0" A13 1 12" =1'-0" A13 1 VZ" =1'-0" A13 1 12" =1'--0" A13 A13 MET DECK DOME INSUL-1 CLAMP RING NOTE Q OVERFLOW INSTALL RFG MEMBRANE R INTERNAL BAFFLE TO RAISE INLET 2" ABOVE ROOF DRAIN RECEIVER ROOF DRAIN SEALANT RECEIVER VENT PIPE - ROOFING MFR RECOMMENDED BY I \ SEALANT RECOMMENDED SEE MECH 1/4" DIA 3 BY ROOFING MFR ANTENNA SLNT RECOMMENDED SUPPORT ww SEALANT BY ROOFING MFGR i RECOMMENDED BY 24 GA GI 0 GA CAP FLASHING wo ROOFING MFR 24 GA GI DRAWBAND DRAWBAND—~�~y W 12" SQ RO I Z_ � o 00 SEALANT VENT PIPao SEE MECH SEE MECH SMALL PIPE RECOMMENDED BY MTL HOOD BY _� (NTS) HOOK STRIP ] UJ ROOFING MFR MECH CONTRACTOR ! u c� W 4 00 C? INSUL-6 � — 2" DIA. GALV. STL. I z � � N 24 GA G1 FLASHING FLASHING SLEEVE BY FLASHING i SLEEVE ~ Lu DRAWBAND MEMBRANE MEMBRANE MECH CONTRACTOR MEMBRANE I 3 T 24 GA GI r, FRAMING AS REQ'D STL L SUMP PAN - Q ¢ o DRAWBAND FLASHING MEMB I I DISHED 1" MIN cn a r— v FLASHING MEMB BOTTOM TO BE z ROOFING ROOFING ROOFING Z FLASHING MEMB. o MEMBRANE � INSUL -1 0 � I LEVEL -WELD o f -� ROOFING MEMB MEMBRANE _ _ ROOFING MEMB MEMBRANE $2 i MET DECK WOOD BLOCKING - VARIES TO DECK W/ 1 WELD 12 O.C. d SEALANT °D 00 00 DRAIN PIPE ROOFING MFR BY SEALANT i SLNT i I DECK CLAM INSUL - 1 W/ INSUL THICKNESS ON MET DECK �t"x1 z INSUL-1 ----- — — — — —————- -- — — --------------=--------- =-------------------- --------------------------------- � MTL DECK r I INSUL-1 0 INSUL-1 ON SEE ELEC FOR NOTE VERIFY a MET DECK 1„ `— 1 METAL DECK CONNECTION INSIDE ANTENNA MOUNT a MET DECK REQUIREMENTS INSUL-1 ON W/ MFR 8 VENT PIPE SLEEVE 9 GENERATOR EXHAUST 10 SMALL PIPE SLEEVE 11 HOT VENT FLASHING 12 ANTENNA SLEEVE 13 GAS PIPE BOX DETAIL �14ROOF DRAIN 413 . 1 12" =1'-0" A13 FLASHING 1 12 =1'-0" A13 1 12" =1'-0" A13 1 vz" =1'-0" A13 1 12" =1'-0" A13 1 W = T-f�" A13 1 12" =1'-0" HATCH COVER NOTE: PIPE STRAP TO BE ONE PIPE SIZE MFMp FLASHING LARGER THAN PIPE TO ALLOW FOR PIPE MOVEMENT DUE TO EXPANSION PROVIDE TREATED WD BLKGLPIPE STRAP & AS RED'Q SECURE TO CURB Z PLATE BY MECH. 4'-6" X 2'-6" OPG ROOFING RTU 23INSUL �- -� FLASHING EQUIP BY MECH INTEGRAL RCAP /FLASHING 2X PIPE SUPPORT MEMBRANE COUNTER FLASHING i � SHIP'S 9' TO BE MADE W/ LADDER — — — — — — TREATED WOOD 3 'S W/ 1 1/2" x 3/4" 24" LONG -CUT 2 2 24 GA MET a 3" x 3" x 1/2" CLIP TO COMPENSATE cn Z ROOFING CAP FLASHING ROOF SLOPE SECOND LAYER CURB 23 MEMBRANE BOLT SLOT - WELD TO ' oc ROOF MEMBRANE SHIP'S LADDER .� MET DECK Q 00 BURGLAR BOLT CLIP TO 4. INSUL.-1 ON ROOFING MEMB BARS 00 STL � FRAMING W/ 5/8" METAL DECK INSUL-1 ON DIA BOLT e 2 � MET DECK TOP OF SLOT �� L 3 x 3 x 1/4' i- - STL L 7* BURGLAR ,� �3 ' ---- — — — — — ----- ----- -- BARS ' INSUL-1 ON p BEAM & WT o NOTE:LOCATE PIPE SUPPORTS MET DECK ,' w SEE STRUC 8'-0" MAX O.C. VERIFY W/OONSULOTHICKNESS CKING ARIES w 16 PIPE SUPPORT 16 FLASHING @ f�.T.U. 1� ROOF CURB FLASHING 1a NOT USED �s NOT USED 20 NOT USED 21 FLASHING @ ROOF SCHUTTLE N T A13 1 12" =1'-4m A13 - 1 12" =1'-0" A13 1 1�2" =1'-0" A13 A13 A13,00A13 • T Y W 00 0 m W m CD SATELLITE DISH 39 40 � o MAST 2 -8 f 2 X 2 X %g X 2" o o MET SCUPPER ATTACH TO r CONDENSING a °o 0) IN COURSING EA CORNER UNIT WALL W/ INTERIOR MTL. ly STRAPS OR FLANGE COVERED BY FLASHING MEMBRANE SECOND LAYER T— ��CONDUIT FROM / — — ROOF MEMBRANE a � Q \ SATELLITE DISH 32 i o �— PLATE FLASHING I SHT MET SCREWS o r MEMBRANE j SLNT-1 ( NOTE: THERE SHALL BE v NO METAL FLANGE ON EXTERIOR 612 x 1" WD I PRESSURE TREATED WATERPROOF CMU/PRECAST 3 / I 8 N FACE OF SCUPPER ) SCREW I I 4-0" SQ FRAME w/ Q J-BOx — SLNT RECOMENDED I I f 2 x 4'S Q 24" OC Q - — — BY ROOFING MANUF. SLNT I I PRESSURE TREATED W � :.�� COL - SEE RECOMMENDED SHEET A10 FOR i I I _ ( i PLYwD W/ FLASHING o I 0 T— FLASHING i BY ROOFING PAINTING INFO MEMBRANE I 00 _ MANUFACTURER I I MEMBRANE. EXTEND FLASHING o _ I 1'-O" BEYOND CURB FLASHING I i ROOFING _ _ _ — — I ALL SIDES MEMBRANE MEMBRANE SEALANT - AS RECOMMENDED 2 MAX BY ROOFING ROOFING �_ — _ — _ — 2 GA SHT MET LIP - MANUFACTURER MEMBRANE ABOVE ROOF INSTALL AFTER DRAIN RECEIVER SLNT-1 SCUPPER & ROOF z INSUL - 1 ARE IN PLACE 2 FLASHING INSUL - 1 j SOLDER ALL EDGES L.J..1 CONT - HEIGHT OF iv SEALANT - AS METAL DECK METAL DECK LIP TO BE 2" RECOMMENDED REAR VIEW FRONT VIEW CMU ' ABOVE TOP OF ADJ i W O APPROVED FOR PERMITTING: -� - z Y ROOFING ROOF DRAIN RECEIVER MANUFACTURER w 00 INSUL - 1 ON ❑ AS NOTED ON PLANS 0 METAL DECK 23 ELEVATION @ PARAPET SCUPPER 24 SECTION @ PARAPET SCUPPER 26 CURB @ CONDENSING UNIT � p ❑ WITH ATTACHfOENTS ~ A13 NTS A13 1 " = 1'-0" A13 3/4" =1'-0" ❑ WITHOUT ATTAOFi�,Y' ~ C) U) ~� B � �� ENTS 22 FLASHING TUBE COLUMN U) A13 PENETRATION 3" =1'-O" -- Q W H 0 J cc Sil cy) i W W 2 N IOU NOTE: CONTR,TO PROVIDE COMPLETE COMPACTOR CHUTE ASSEMBLY W/SECURE CONNECTION AT COMPACTOR NO PROJECTIONS OR REINFORCING AT INTERIOR OF CHUTE VERIFY MOUNTING & INSTALLATION REQUIREMENTS, & COMPACTOR DIMENSIONS WITH COMPACTORS SUPPLIER CONTR. TO COORDINATE COMPACTOR SUPPLIER'S MOUNTING REQUIREMENTS W/FIELD DIMENSIONS. SEE PLAN FOR WALL TYPE COMPACTOR CHUTE -I/8" STL F� COILING DOOR & GUIDES I STL PIPE RAILS - 11/4" 0 SCHEDULE 40 I ---COMPACTOR POWER PAC 1�6 STD PIPE (TYP) I i ---CHECKERED STL LP 1 CONTAINER 16 I I � 3"X3"X1/4" STL L i 0w I I- - - - 16 o COMPACTORLi o I I C° 10 L_ J I r- -7 - 2'-011 CHECKERED STL E ACCESS I PANEL (2 EACH SECTION) I° j 1 i 5 (T/O PANEL EL. 100'-0") O I I I A14 EL. 100'-0' w - - - -'` - - - - _ °� ° ' a FIN. FLR. I - - - - - - �- EMBED Z_ SEE STRUC "'�< I I 5 �I A14 A14 1 A i Yx3"x5/16" LLV / W/CLIP/ CONDUIT I EACH END -FIELD WELD CLIP/ SEE ELEC I I 2-0 MIN. TO EMBED/ L D D D D D D D D n p SEE STRUC. FOR SLAB & PIT /a' STL E - WELD CONT TO / & COMPACTOR SUPPLIER TO MODIFY REAR LEGS TO ALIGN PLUNGER W/ STORAGE UNIT. SLNT-2 W/ JOINT FILLER 3"x3"x1/4" / W/1/2" EXP BOLTS @ 12" OC-SET / IN CONT BED OF SLNT-2 i SECTION AT COMPACTOR A14 J 12" =1'-0" VERIFY W/ DOOR LEVELER SUPPLIER RUBERIZED CONVEYOR BELT SECURITY SEAL GAP MATL BETWEEN 1/4'' T STL BAR & STL L CONT /2„ ANCHOR STL BAR TO STIL Q 8" O.C. W/ 1/4" \ FLAT HEAD SCREWS. INSTALL YF BAR FLUSH W/ T/O CURB IIII�I � >'- STL L -SEE STRUC zi 4, STL L CONT W/ HORIZ LEG %2" SHORTER THAN GAP WELD TO CURB DOCK LEVELER 4 SECURITY DETAIL ANTERIOR A14 1 3" =1'-0" LOUVEF P2-8.0213 1/4'' STL PLATE W/1/4"x4" ANCHOR STUDS 2'-0" OC @ HEAD & SILL OF LOUVER OPNG 2"x2"x%y" STL / FRAME W/3/4" 9 STL BARS 9" OC- WELD FRAME TO CONT / 1/2" BIRD SCREEN IN MET FRAME ATTACHED TO BACK SIDE OF LOUVER DRIP BY LOUVER SUPPLIER SLNT-1 NOTE ATTACH STL PLATE TO L W/1/4" DIA FLAT HEAD SCREWS 12" OC CHECKERED STL IE EL-100'-O' EMBEDDED / - SEE STRUC /3x3x1/4" WELD TO EMBEDDEX 5.0504 1 12" =1'-0" �I NOTE: SEE 11/A14 FOR LOUVER, BIRD SCREEN AND/ v FRAME INFO cn I�® SLNT-1 o w w_ ! MTL FLASHING W/ Z c INTEGERAL WATER o STOP 4 ° - 00 a, , A C , o 10,0202 NOTE: CUT 1/8" STL PL TO FIT TIGHT AGAINST SIDE OF COMPACTOR COPE AROUND PROJECTIONS s SEE STRUC 3"x3"xt/4" STLZ_ CONT ULU EXP BOLT TO CONC 4V2„ 3„ 1/8" STL PL CONT WELD TO STIL o & COMPACTOR Z COMPACTOR 16 w I o 5.0507 6 COMPACTOR JAMB @ A14 JFOUNDATION - 1 12" =1'-0" SLNT-2 OVER JT. FILLER • D D p CONC. CURB W 1 FORMED W/ SMOOTH FIN - - D D 4" a. o•.. CONC. WALK D •' D D n D � A o . *3x6"x6" DOWELS 04'-0" O.C. - 13 CONC CURB @ CONC TILT -UP NOTE: SEE 1/A14 FOR ADDITIONAL NOTES, 2 ELEVATION AT COMPACTOR A14 J 12" =1'--0 i CONTINUOUS STD STL--- HIGHWAY GUARDRAIL FASTEN W/ 3/4" DIA MACHINE BOLTS PAINT BOLLARD C-9 6" DIA STD STL PIPE Lp BOLLARD- SPACED @ 8'-0" OC MAX- FILL • I 4" STEEL PIPE W/NON-SHRINK W/ CONC & ROUND TOP _ GROUT -ROUND TOP i SLNT-1 1/2" JOINT FILLER 1/2" JOINT FILLER W/SLNT-2 ♦ ° SLNT-2 - a'� n n p D a o a 1" JOINT FILLER - 0 a FLOOR SLAB CONC SLAB @ DOC T a Q CONT POURED CON CURB- SEE SHT Al - ° - 12" 0 CONCRETE FOOTING � - ° D FOR EXTENT C° ` a 5" S" 5.0410 5.0401 7 CONCRETE CURB & STEEL 8 INTERIOR A14 GUARDRAIL SECTION N.T.S. A14 HANDRAIL MADE OF I PIPERAIL e 7"oL i I GRltv� wEL_Ds 1 i -� CONC. SLAG STAIR ON GRADE ! R� SERS 7 " M AX 7RE.Aos 11" Z I ?_" 0 C EA6,14 WAY SE E SHEET At FJ R S700 P -� _ _ 0 DIMENSIOt�1S ALP '-011 M I A. The guwt o'Q Two CZ) �u��2tltie 3ukleti vte �l rise,^s ptu5 o►%c tk%reac 6hall hot be, t eg3 thcLv% Z'4 ZS o r BRA MU F Y GLUk MT f OF TREADS RISERS AS REGLUIRED 14 EXTERIOR STAIR 1� NOT USED 414 1 12"=1'-0" A14 1 12"=1'-0" A14 WALL (TYP.) 1 12"=1'-0" A14 "=1'-0" SEE PLAN 1/2'' GREASED DOWEit L 2'-0'' OC TOOLED RADIUS EDG NOTE: FOR EXPANSION SLNT-2 SLNT-2 - JT. @ BLDG F_ -IF EXT WASTE RECEPTACLE LINE OF WALL SEE 19 1/2 3/$�, I I ` j I & LINER O PAVING Al2 JOINT FILLER 1/3 SLAB THICKNES I I I I J D ♦ D° ♦ /.2' i D♦ D . D a D ' - e. n p a n G ♦ D I l� if I I Z D D D `D G D D D CONC.-SEE STRUC FOR - -`--s- -.-D- �,- T -, -d,- ;__D_ D - ; ' p D D D N REINFORCING .D ,D BASE MAT'L I l I 1/2 SIDEWALK CONC. NOTE; SIDEWALK CONC. I �- - - - ONC SIDEWALK E PROVIDE CONTROL SLAB SIDEWALK CONTROL SLAB NOT 2'-0" JT'S AS INDICATED & EXPANSION JOINTS 6' 6' ON PLAN D- SEE PLAN 1 FOR JOINT I Al SPACING SEE PLAN@ A 3.0303 3.0302 3.0304 18 INTEGRAL CURB & WALK 19 EXT. SIDEWALK EXPANSION 20 CONTROL JOINT 21 SECT. THRU WASTE A14 3/4" =1,-0„ TRENCH DRAIN (2 SIDES) NEENAH »R-3430 FRAME & GRATE SEE A7 TOP OF C.I. GRATE 'xbo -• Ix , • x _- III aX. 04 @ 10" O.C. EACH WAY q y I BOTTOM OF PIT O1/4" X All 2' -0" X �' v V �I 164 @ 10'' O.C. 22 CATCH BASIN EACH WAY _L 2.0101 NOT USED SECTION AT LOADING DOCK 6" 0 STL PIPE FILL W/NON-SHRINK CONC. ROUND TOP DOME TOP OF CONC. FTG. NOTE: BOLLARDS TO BE PAINTED C9 PAVEMENT SURFACE 18" 0" CONC FTG 3/4" =1'-0" W„ =V-0„ II I�BOLT TO CROSS II 11 MEMBER W/ II 2 II SLOTTED HOLE II A11 II TRACK -SEE PLAN FOR li II DIRECTION OF TRAVEL -- —J I 11/2" PLYWOOD @ 7 I I HOR BLOCKING @ TRACK A11 II r-JAMBLTO STRUC. ABOVE VINYL STRIPS o \ ELEVATION @ ROLLING VINYL STRIP DOOR 1/8"=1'-0" i7 NOT USED All A"POVED FOR PERMITTING: Lff AS NOTED ON PLANS ❑ WITH ATTACl-i ENTS ❑ WIT UT ATTACHMENTS 6y ,�� Date _ IAao-71 Al r V 4 _ 4t�Os� 111111/�,`` Z wo cj w Z Of a,0 0 z cn u ww5°I Z LLJ c. OEOw r. W4� �Q¢o U) a_ �.Lz. 0 � J w � Q 0 hmA r7 I I 0 LA 0 w T U) O � 0 o 0 N LLJ TT Q VJ O0 m 2 < } m W LJ 2 1U 00 °' c) 0 Z T m r a 0) o Q � �^ L1� O 1 ((r� LL OM W S ~ CV W i 0 I— (> a ''�^ '.1 J r X i- W .. �z WO Lu Q �0 .e U) Q� � )nn 0 U 1_8 F— !Q 0 AU V W 0 w 0 06 0 w J F-- v N.T.S. k. A14 JOINT N.T.S. A14 (TOOLED) 3"=1'-0" A14 RECEPTACLE 3/4"=T-0" A14 NITS �-}- T. u w w A SEE PLAN FOR-- '/2" PARTITION TYPE SLNT -1 J - I I PROVIDE BOND BREAK ONE SIDE ONLY ROUT FULL( IINYL CJ PANEL JOINT TYP A15 1 12 =1'-0" '/q" CJ CHANNEL SCREED SEE PLAN FOR TYP �' PARTITION TYPE i / SLNT-1 -BACKER ROD LINE ONE SIDE OF JOINT W/ BUILDING PAPER CONT TO PREVENT BONDING / :`D ° •fD ,� GROUT FULL D SEE STRUC FOR JAMB REINFORCING PLASTER MOLDING REVEAL / @ CMU-1 1 12" = T—O" TYPCJ-� CONTROL JOINT ON COLUMN UT CMU AS EOUIRED TL COLUMN- EE STRUC EE STRUC OR REINFORCING 1 12" = T-0" ACCENT TILE - PANEL JOINT @ ACCENT STRIPE 112"=1'-O" o OUTSIDE 90° CORNER A15 1 w„ = l'_0 STUCCO SEE PLAN FOR40 !° ^� 2 LAYERS PARTITION TYPE j ° GYP BD SLNT-6 NOTE: DO NOT FASTEN _ � _ _ _ _ - ��j�•. _�_ _ _ •_°_ •) `_� _ __ _ �INSUL-3 BOTH SIDES NOTTITION TO 046- a CMU-3 8X8 EXTERIOR WALL /� °' o : • ° RADIUS BLOCK \ • v h •'' . -2x BLOCKING -CJ 16" OC C.J. • ° > ° ° ° v • ° v v �o n n d ° v 0 ° A n MAX CONTROL JOINT--TILTELP WALL JT STACK RUNNING,,SEE A 5 P 3.2301 BOND BOND w a 10 DETAIL @ CURVED WALL 11 INT WALL @ TILT —UP WALL PANEL 12 DETAIL @ CURVED CMU A15 - 1 12 =1'-0" A15 2" -LINE OF WALL PANEL JOINT - i I � � SEE 1 ABOVE I I WALL --- ___ ` !• A15 i PANEL PROVIDE DOWEL TO 18 GA GALV FLASHING \\' O FROM CURB MASTIC TO 1/2''2'' EXTERIOR LINE OF CANOPY T_ TO SIDEWALK GRADE PLYWOOD PAINT-C-4, COLUMN & r- I FACE OF STL COL BASE PLATE- FASTEN TO 2x4 BLOCKING D .� SEE STRUC W/2" GALV SCREWS W/ BEND MET FLASHING r COLUMN COVER ARCHITECTURAL i NEOPRENE WASHERS � lJP TO FORM %2" H � �2" / ONT WATER STOP TRUSS \ /2 • - D D D D D D D • { I EL 110'-O„ I IMD AI- - - - - -- A__r'l 2„ 1 NE OF TRUSS ° ° .6 ° . ° LINE OF wAL 11�/2" OVE OF COL COVER ; ° . \ �� A80VE �. _ D . \ -- 2x4 TREATED WD DASHED LINE INDI- I CROSS BRACE @ 2" •j ^ CATES SHAPE & CANOPY FACE EXTENT OF MTL. , D �� %2" SLNT.-1 W/BACKER ! FLASHING @ TOP OF SLNT- 3 -- 4 '-2x4 TREATED W ROD ALL AROUND COL. COVER- . ° COLUMN COVER BLOCKING @ i8" O.C. ANCHOR W/ /q EXP SEE STRUCT, FOR CONNECTION SEE DET. 18 p . D I BOLTS (MIN 1 %8" A15 40 DIA. EMBEDMENT) WATER STOP ON BOTH EDGES NEAR 17 COLUMN COVER PLAN STL. COL. 18 COLUMN COVER DETAIL 19 TRUSS CONNECTION @ A15 3"=1'--0" \�.A15J WALL PANEL 3" =1'-O A15 W4" =1'-0° 2.4 I I --LINE OF WALL ABOVE � DOWEL CURB T 14 SIDEWALK, SEE ONE PIECE 18 GA GALV FLASHING MASTIC TO %2" A14 EXTERIOR GRADE PLYWOOD < - - LINE OF CANOPY COLUMN & PAINT C-4----- - FASTEN TO FACE OF STRUC C06- BASE PLATE- ice` 2x4 BLOCKIN \ SEE STRUC COLUMN COVER W/2" GALV SCREWS W/ NEOPRENE WASHERS - BEND MET FLASHING UP TO FORM /2" H i CONT WATER STOP I ' �� &EL 110'-0" • ° I _ A- D I — — — — T — — ------ D I - ° r — — — — — — — — — — — lY411, Do N ° °.� NE OF TRUSS' OVE -d_(� OF COL COVER LINE OF WA L 11%2"- AB O V E \'—` DASHED LINE INDI- - - r D D \ �'� I . j CATES SHAPE & ° \ 36" ID MIN �/ D EXTENT OF MET FLASHING @ TOP OF D .° D SLNT-3 -- 12'' 2x4 TREATED W CONC PIPE ° ' �: ° =' `� %� COL COVER- RC PIPE BLOCKING @ 8" OC SEE DET 25 D D', (COLUMN COVER) ANCHOR W//q" EXP I BOLTS (MIN 1 3'-8" DIA MIN / 4'-0" DIA MAX EMBEDMENT) WATER STOP15 ON BOTH COLUMN ADJ TO COVER PLAN 25 COLUMN COVER DETAIL 24 SDTLECOLL A15 CONTRACTOR ALTERNATE #6 3/4"=T-0" 2.4 LINE OF WALL ABOVE SNAP ON COVER - TYP I JOINT BACKUP FRAMING BY COL COLUMN & COVER SUPPLIER - TYP BASE PLATE - SEE STRUC D / r -MET COL COVER - L' 16 GA CONCRETE CURB SEE 5 I- - - --- - - - - -- ° — + r — — — — — —y N =p---- --=lz--_-- - - - - - --- 1 INE OF TRUSS LINE OF WALL 11'/2„ ABOVE ABOVE D , DASHED LINE INDI- i \ CATES SHAPE & EXTENT OF MET FLASHING @ TOP OF COL COVER- -, _ - ° •. . �q„ SEE DET e32OINT SEAL 4 -0„ DIA. _ BY MFR 31 COLUMN COVER PLAN A15 CONTRACTOR ALTERNATE #7 3/4" =1'—O" v CONTRACTOR ALTERNATE #6 3" =1'-0" f Tl /"!11 I Il/Al crr c rml Ir` 32 COLUMN COVER DETAIL A15 J CONTRACTOR ALTERNATE #7 NTS /0 CANOPY EL 110'-0" Y AS RECOMMENDED )L COVER MFR BACKER ROD TREATED WD SHIM Q MET COLUMN 0 COVER 3/32 " MIN 2 X 4 TREATED WD BLKG & CROSS BRACE AT CANOPY FRAME NOT USED 1 INSIDE 90 CORNER P A TILT -UP _-A ° PANEL I ,. i 6" STL. JSTS,-ATTACH EFS_i' -�� ° I TO CLIP W/ 3 SCREWS ° I a I ° ° • I Q I ° - - - - - - - - - - • p I •° i SLNT -1 ° p EL 110'-0" EL 122'-811 i�811 SIM EXT, GYP, BD. SLNT-3 Qi/2'' REVEAL SLNT-3 le7� DETAIL @ BOTTOM OF 5" STL. JSTS.-ATTACH TO CLIP Z W/ 3 SCREWS 2x2 CLIP -ATTACH TO RUNNER W/ 3 SCREWS OR '/8" FILLET WELD x _ENGTH OF Z_ W/ RETURN a TOP -MU-1, TOP XPOSED COURSE SLNT-3 CASING BEAD 5/8" EXT. GYP. BD. CMU-2, TYPICAL SOFFIT FRAMING @ 3/4" =1'-0" A15 CANOPY 1" =1'-0" A15 FACE OF WALL 1 1,2 T-0" 7" TILT -UP PANEL FLASHING MEMB. SLNT,-1 W/ BACKER ROD WOOD BLOCKING 5" TILT -UP PANEL i3 PANEL JT @ 5" & 7" Al5 @ PARAPET 1 12 =1'-O" NOT USED "27 NOT USED A15 ° E RECESS EL 110'-0" ACCENT " TILE ao M '/2 e A 14 TILE BAND @ C "21 NOT USED A15 NOT USED I ---- -- CONC TILT -UP PANEL ;ONC. PANEL CMU-1 RECESS EL 110'-( ACCENT TILE STUCCO 1 TILE BAND @ CMU A15 J 1 1/2 =1'—O NOT USED 29 NOT USED A15 WEEPS -- FLASHING' a D , D ' -SEE STRUC 2- 12 TEK 5/5 SELF DRILLING SCREWS IQ 32'' O.C. BY BUILDER OR APPROVED EQ. EL 110'-0" 6" x 16 GA. TYPE_\ "SJ" STL JST EXT GYP BD — SLNT-1 @ %2" REVEAL STL ! -SEE STRUC-PAIN? 9 DETAIL @ BOTTOM OF �A',5J CANOPY 1 'V2 =1'-0" CMU-2 OL JOINT 1 15 16 PLAN DETAIL @ RECESSED CMU A15 1 12" =11-0" 7 22 NOT USED A15 NOT USED APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS 6y Date fowl, ♦' wo C-j W M z�o00 a Z W N �;Io'L')l Lj -5 <<0 uj co CL z z a F-- ��Q wA 0 > W a w T Q o V Q Q m Z < O r m Y = U OF7 00 m L(� Z m 0) T a 0 I o oil D T— z o L.L a Q O O o ° N w 0 F W o � LO T— 0a LL1 � Z Z Lu 0 Ld 0 Q � 0�- �Uc Q rr 0u) w <C XW J w � Q I DIA EXPANSION ANCHOR NOTE 9 16" OC-3" MIN EMBEDDED GYP BID 2x HORIZONTAL BLOCKING ATTACHMENT TILT -UP PANEL TO BE SIMILAR AS VERTICAL BLOCKING. 2xBLOCKING SEE PLAN FOR HEIGHT LOCATION FULL HEIGHT OF HORIZONTAL BLOCKING. ' METAL STUD `� GYP BD %'x4'-O" HIGH PLYWD. INSTALL BETWEEN STUDS W/B/O PLYWD IQ 2'-0 AFF a D a • D _ D • •• D --- 2xWD VERT. BLKG 3/' DIA SLEEVE ANCHORS Q 24" OC- (j ATTACH TO STUDS- O 1l/2" MIN EMBEDMENT INTO - ° • ° • ° - ��II/'. • ° • ° - SEE PLAN FOR HT. CMU WALL 2xWD HOR a s BLOCKING ~1_ ¢ TORSWUDS TACH • - - - - - SAW KERF AT STUD D . 2 x BLKG L1111111111INSUL - - - - - - - - z 2x BLOCKING BEYOND a = °• FOR ATTACHMENT OF BLKG CONT 2x6 • lo,TO CMU-SEE 2 BLKGNOTE0ONSPACING „ , GYP. BD. ELI w SEE PLAN 1/A2 TILT -UP PANEL- A17 PLAN 1/A2 SURFACE MOUNTED Z a,,,D. I STANDARDS BY GYP BD J� ° ° TILT -UP PANEL SURFACE MTD 2 x WD BLKG SHELF STANDARD 20 SPACING AS NOTED OWNER 20 - tl =K. STANDARDS 20 w� EXCEPT � SIM 2' 0" OC 3/4" PLYWOOD SEE PLAN 1/A2 ulOy ////tl/i NOTE SEE PLAN 1/A1 FOR PARTITION TYPE ``�\��L� (/ 4` P2-9.0307 P2-9.0309 P -9. ° y O 2 0306 9.0404 9.0421 ~ (_�12 x HORIZONTAL BLOCKING(_2 VERTICAL BLOCKING @ 3 BLOCKING @ FIXT STORAGE 4 VERTICAL BLOCKING('5_HORIZONTAL BLOCKING 6 TIMECLOCK BLOCKING 7 NOT USED ''�%•,'�3b i °`��` �hp�1��NN1`N A17 1 1/2"=1'-0" A17 EXTERIOR WALL Y-V-0" A17 1'/2"�1'-0" A17 INTERIOR WALL 3"=1 -0" A17 INTERIOR PARTITION—PLAf�"=1'-0" A17 1 �2' =1�_0, �17 COLUMN BEYOND AT DR FIR ONLY USE DOUBLE I I �- PLM-1 STUDS ALONG JAMB-CJ TO 12 I I THIRD STUD ABOVE RUN INTO DR HEAD REFER T A17 - ��- GYP BD I I DOOR HEAD ONLY 2 2 2xBLKG CONT I I )4" PLYWD 2xWD. BLK I I I cp T 2x WD STUDS 2'-0" OC 1 t/2" 0 OAK WD OR MET FURRING I SLNT-4 GYP BID Iv I I 9 a PLM-1 HALF -ROUND �w00 A17 N PLM-2 LL i � o 00 ui .��--MOLDING BY I I I SIM z N Q • : e ; e ° : ° I WC-2 SUPPLIER I I I w � DOOR FRAME 1211 �BENTPLATE_ 0 (30 �PARSEETION TFOR YPE WC-2 - - I - I ;� I EVERY OTHER STUD AND PLM-2 - d 3 v - I I AT ENDS AND CORNERS, •� w . o I I `BT IN CORNER REQ'D SEE PLAN CJ TO RUN INTO '`' H W/ - --BLOCKING CUT AS I ATTACH TO WD, STUDS � � � -- L— J I 3-1/4" 0" LAG SCREWS �r o a v /Z„ -� , —_2„ A 45° C N FOR PARTITION a 1 ?� SCREW APPLIED MET I i I DOOR OPENING TYP 3 BOTH SIDES ANCHOR TO FLR, W/2 M �, o J SCREW APPLIED �/2 GYP BD ON CJ 45° CORNER (TYP) /8' O EXP BOLTS Q MET CJ- j MET CJ MET STUDS - RUNNER SCREW APPLIED I I I RB I I I RB BOTH SIDES �y P2-9.0308 I DOUBLE STUDS Q + JAMB TYP a 8 TYP CONTROL JOINT � Q A17 EXTERIOR WALLS 3"=1'-0" 9.0406 9.0420 9.0205 9.0405 6.0402 2 6.0303 9 TYP CONTROL JT @ 10 TYP CTL JT 45° CORNER 11 INT. WALL FIN. @ FOOD SERVICE 12 CTL JT @ DOOR FRAME—TYP 13 LOW WALL Q FOOD SERVICE(14�PLM WAINSCOT Q ,_a,--------- s,"011-roue o A17 STUD WALLS 311=1,_0, ��7 1 I/2"=1'-0" A17 PLAN VIEW 1 1/211=11_011 �17 311=1 _011 A17 AREA 1 I/2��=1�_0�� A17 FOOD SERVICE 1 �/2'�-1_0� VN !> I I n \ / M _ SEE PLAN FOR %2" PLYWD 5/8" GYP BD 5 X 6.7 ] CONY 0 PARTITION STILES - PARTITION 3 'i WD SHIM ; MET J-BEAD EXPSECURE BOLTST@ 2'-0" OCNC W/ /8 \ ALL AROUND n �'1� iJ 11t 0 PAINT C-5 1 x TRIM OPENING 3/8" THREADED STL ROD 0 _ 2-%" LYPE S-12 LOW PROFILE HEAD 3E XTER 0 �4E STL TILL@ WELD TO CONY *�. OTHER SDECK RIB u - ✓ �.: � 2xBLKG N Y2II /2 PLYWD I i� r'jG 12�- IO to r, FILL FLUTES OF DECK GL-2 W/ WD STOP N o W/INSUL-5 II � i 044 a,;G-{o METAL ROOF DECK II z `� a II GLASS CHANNEL a- Q 0 _ =N 14 GA MTL C-RUNNER 2 2 = 3 I- 1'if 'IV ({} ` - - - TACK SURFACE z D 8 \ THREADED STL ROD KICKER GYP BD fill%1ffJ-1 It�,{7 L�f��p r, , WOOD TRI = TO STRUCTURE ABOVE __�` 31/4" x 2�/2" �►► o PAINT C-5 TOILET PARTITION - n I PAINT C-5 j�Pl 6"-16 GA TYPE a "SJ" JOIST = WINDOW ASSEMBLY I N RECEIVING RECEIVING MGR WUD TO 6HA�1uEL5 4 r0 �� /�/get - I SEE PLAN FOR WALL TYPE V, N z E7C� 1�T5• G5• � I ---- > w n 9.0203 8.0302 P2-9.0606 rl5 SHIP'S LADDER(_16 NOT USED r'7)\ATL FRAMING Q ENTRY08� NOT, USED 19 RECESSED AD BOARD —HEAD 20 HEAD/JAMB/SILL AT(21�TOILET STALL SUPPORT A17 11411 1'_011 A17 A17 1 1/2"=1'_0�' A17 A17 A17 A17 1 & SILL 3 -1 o REC MGR 3 -1 0 1 /2 1 0 II a T c g m _ 0c) m m LO GRID Y Z O Q W m CONT 16 GA 6" STL WD BLOCKING BETWEEN ° FILL FLUTES OF DECK III JOISTS-"SJ" FILL FLUTES FLUTES OF DECK W/IPJ U -5 SEE ELEVATION I' SEE ELEVATION FASTEN TO HANGER JOISTS -CONY W/INSUL-5 S L FOR GLASS TYPE I FOR GLASS TYPE W/3 SCREWS-TYP T 4 METAL ROOF DECK �- I CLG a a 20 GA TRACK _ 16 GA MET DEEP LEG RUNNER �, I FRAME &. ALUM 7- FRAME & ALUM "�� N CLOSURE CLOSURE ��PR�u� t� FOR ��R�� • GYP BD I o r -` `V GYP BID i`� 20 GA 31/2'' CHANNEL RUNNER BY STORE FRONT BY STORE FRONT CLOSURE DO NOT FASTEN TO 16 GA SUPPLIER SUPPLIER A n —�} RUNNER -ALLOW FOR FREE ❑ AS NOTED CAN PLANS AFF T 16 GA MET VERTICAL_-�, w DEEP LEG N I ROOFDECK OF / ❑ WITH ATTACHMENTS � � RUNNER � � CONCEALED CONCEALED Yv � , ATTACHMENT ATTACHMENT IP SLNT-1 BOTH = - - ° - N I BY INSTALLER BY INSTALLER WITHOUT ! - ❑ YY�Ti'�OVT �TT�O��a��'"'.�'�iTS SIDES W W _ o o T I I co oo p—ej - SLNT-1 BOTH �l �. ALUM HEAD CONY BLKG BOT � � �— a I I SEE PLAN FOR WALL TYPE CONC. By - _ U I I 1 SIDEWALK .G�a�� -SEE BOT OF STL SIDES W/ ' W/RECEPTOR TO BE FLUSH W/ _ 20 GA 3%2"CHANNEL SLAB & BACKER ROD WOOD SHIM W/ WOOD SHIM W/ ,.,.,�.,♦•.,, _, ; - , ^ - A17 RUNNERS FASTEN ALUM HEAD RUNNER FOUNDATION ` SLNT-1 BOTH SIDES SLNT-1 BOTH SIDES y,`3 ;w•. TO RUNNERS W/ RECEPTOR -�, DO NOT I I SEE STRUC y SLAB &« ;.r: •14 SCREWS @ INTEGRAL WEATHER- - FASTEN TO FOUNDATION - 12" O.C. EA SIDE- STRIPPING ALUM STORE- 16 GA RUNNER NOTE' SEE STRUC TYP FRONT HEAD 'N AT SIM-ATTACH 16 GA NOTE: WHERE NOT =N ALLOW FOR MET DEEP LEG RUNNER PROVIDED PACK HEAD GLAZING -SEE FREE VERTICAL e• e e e e e e• e e • e ° D e , 1 MOVEMENT OF TO RUNNER FROM WALL - 1 - - - - I- - - RECEPTOR W/INSUL-6 ELEV FOR W -- ROOF DECK ABOVE D D. D D_ D_ D - D. D D. - D D D• D_ D, D D D, , TYPE SALES r ji • • e e e e e e D • e e e e e e D e e L,,. J 0 D D D D D D D D D D D D D D D D OLij 0 W J 9.0201 9.0202 8.0113 8.0112 I 1 0 ---� 8.0 02 8.0103 ('22 STUD WALL AT JOIST 23 TYP METAL STUD WALLr24 SIDELIGHT SILL DETAIL 25 EXTERIOR SILL SIDELIGHT 26 NC�T USED 27 TRAN M H A 28 TYP STOREFRONT HEAD �C�F-- SO E D ��7 1 1/2"=1'_0" A17 EXTENDING TO ROOF 1'/21�-0" A17 3��=1_0�� A17 3"=1'-0" A17 �17 1 I/211_11_0ti A17 RECEPTOR 6"=1'-0" U) DOOR EDGE PROTECTO W/0 LOW ROOF 34 33 T 10 LONG -SEE ELEVATION 04 W1 INSUL SEE STRUC SECURITY POR A17 Al y FOR MOUNTING HEIGHT - 3'-10" V J SINGLE ALUM D00 ' e e I I — (BEVEL EDGE PROFILE) — — ACT CLG GYP BD „ FOR CART RAIL DIM & — — — — — — — Y4" PLYWOOD rl I II NOTES -SEE 31 A17 PAIR OF DOORS I I I I I I I I a L ^ (RADIUS EDGE PROFILE) -- 2x4 CORNERS ,� I D D PLYWOOD - c 2x4 RAILIN 2 SEE PLAN FOR —� L OOD SECU & PICKETS H WEATHER STRIP L5/8 i� • SECURITY II I p �2x FLOOR AND PARTITION TYPE RITON 2 PLATFORM G8.0110 TYP I PORT -SEE I I 33 ( CLG. FRAME EL 113 -4' JOISTS c I 21i2" --- 30 R PR T T R I �I I-0- nr D00 EDGE 0 EC O S 7'-0" HIGH ! / __ I I I I ENCLOSURE TO BE _ o! 2x6-SECURE i O 6 1 0 I II I BUILT ON OWNERS / - TO EACH STUD c a SECURITY PORT W/2-1/4"O BOLTS " !" STORAGE SHELVING - 1/ !� STAINLESS FIXTURE -CUT OPNG. � ~�. SECURITY PORT �I OTE 1 �� 1'-4 2"xi'-8/2" R.O. AT AUTO DOORS RO 1-4/2"xt -8/2" I I DRILL THRU SLAB AND EMBED S�EEL TO SEC. PORT, 1 t �t / c° ALIGN RAILS W/ RAIL IN NON -SHRINK GROUT CART RAIL 52 :OF JAMBS AFTER DOOR INSTALLATION (TYP) ALUM. FRAME JOIST HANGER < W I ALUM FRAME CART RAIL 52 SOLID 3'-O"x6'-O" 2xW00D BLKG l0000000000�0000000000000 Lu O PANEL AT AUTO 2x WD BLOCKING 1 ALUM LADDER PLYWOOD 4" I DOORS ONLY E--- PLYWOOD DR. 2 ALL SIDES i ALL SIDES 18" WIDE xy4" PLYWD z n 4,_6„ 3„ I 4'-6" 1 4'_6„ 3, I f LJ _ 3/a SHELF-2x4 CLEAT I I ( I T______LADDER TO BE PROVIDED , WALLS & 0 SHELF - - - - - - - BY GEN CONTR, L I N 31/a" c' FRONT EDGE i I i 41/2" R(TYP) I i I 11/2" SST POSTS N d SALES PLYWOOD �I - - EL 111'-4" - ;•� NOTE ^ �d ° A 2x4 STUD WALL TO N I I I I I I RUBBER INSTALL ENCLOSURE AFTER 102 I SALES c� DECK ABOVE W/1/2" - _ - - - _ _ - _ _ _ - - BUMPER Q 7" OWNER SUPPLIED FIXTURES I - I PLYWD BOTH SIDES j ARE INSTALLED - - - - - - - AFF-TYP -' -' TTT 6.0406 10.0301 S.o15 5.0302---RUBBER16 BUMPER 32 SECURITY ENCLOSURE 33 SECURITY PORT 34 SECURITY PORT DETAIL ('2�9 CART RAIL DETAIL 31 CART RAIL ELEVATION , "a '_ A17 I ,�_ Ia 35 SECTION AT SECURITYIIA17 '/2,1a11_0,lA17 3 ��_ 1 - /8 10��72 1 0 1 /2 1 0 1 /2 1 0 A17 6 0416 PLATFORM '/2 = o i I I I I I FIXTURE LENS 2'x4' ACT-1 I ! & CLIPS SEE 6 MET STUD - ELEC. I G SPRINKLER - SEE MECH. ACT I I __ '�� f 335/$, of O STUDS - - - - �--- SEE PLAN FOR I I - PARTTITION TYPE • . j .ZP3. { `d � . NESTED STUD PARTITION GYP. BD. I ! r � �• w &RUNNER - - - , t� GYP. BD. ON CASING BEAD I I bn % { FURRING CHANNELS 2'-0" O.C. w SLNT - + - - - - - ACT EDGE MOLDING STL J-RUNNER I ! I ! t; NOT USED P2-9.0603 24 1 SPRINKLER LOCATION 2 DETAIL @ BULKHEAD 3 ONE HOUR CEILING/ 4 NOT USED 5 DROP CEILING AT - -- - EXHAUST FANp VENTED CURB Ai A18 PICAL 3/4"=1'-0" A18 3"=1'-0" A18 CORRIDOOR 3"=1'-0" A18 A18 Nq K 1 W2 1' 0~ 25 I I INsuL CURB @ } S C BAR .INSULATED PANEL - SUPPLY SIDE FIELD CUT , / SUPPLY DUCT SEE MECH Fl--I-- 4 - - -- 1 it BURGLAR BARS VENTED CLEARANCE -�NSLCU Y4"x2�/2" TRIM (TYP) ! ` a l8 ROOF ING, INSUL, �a 2x4 WOOD BLOCKING (TYP) MET DECK ! ! I „ ---- -- --- - - - Z -_��.� > OPNG IN ROOF 12 ABOVE -SEE MAIL BOX FIXTURE 3 N i i ! I STRUCA18- - - - - - - - - - - - - - - - - x2�2x3/16" LLV BLOCKING AS RE4'D � .{ I { {{i{iff j{1{{��{{ �{{i{ {{1{{{�.. {�{1{1 3 i.� �� {ji ._ ----- OC 3 NOTE:USE ! _ ____ c I r SHAFT SUPPORT NOTE: 3 x2 x /2 16 LLLV MIN. 22 GA i 3 HO D SUPPORT RODS "-- FRAMING -SEE I i j L3x2 x SU1aPLY DUCT USE 22 GA 8'-0" OC STUDS I /2 �6 --- --- - SEE STRUC I STRUC ;SEE Tvt�CH I I CLIP L'S � ROOF STUDS ----- _ -� SEE STRUC w o a 8'-0" OC / 13 A18 I I LIGHT GA Z_ S 00 '� - _. _ r CORNERS 3x21/zx3/6 "DIAGONAL = % - - - - - -y - I � CONT COR z Q 00 L2x2X1/a 8'-0" OC N _ ---. .rV - .. �`_�. 3 SEE STRUC Z w �� N — ?- -- — - - I I o= ONE EA ORIENTATION !:'' - -_ --_tom a N o _ 1 HR SHAFT WALL: r _ /// ! --- �r r SEAL TO HOOD BELOW-- ,-� ', '- �: --- �` - _ - - - 012 TEK SCREWS U L 3x21/2x3/16 "DIAGONAL I 2x2x�/8"8'-Q" OC = - fl ONE EA ORIENTATION /-� "J / BULKHEAD ( - - I> TO EA L a r -- - 912 O.C. (TYP) SUPPORT I I Z �\ SEE ----- -�I { ,l,oc 6 EO cv o ( I 8 I ,o" MINIMUM o TEK $-18 SCREWS PER CONN SPACED - _ ! Q�, / j EXHAUST DUCT ! Q CLEARANCE cn TYP) SCREWS ! -----------I --- -- I Inw I `' E. I ( ALL SIDES TEK 8-18 � FIRE DAMPER I I 1 (TYP) J 3%" METAL STUDS 3%" MET STUDS-2'-O" OC 2 P3 I =w !' SEE MECHwo ( I � i 1 I L 3x2 x w , F Ix 1/2 3/6 "8'-Q"O.C. Q GYP Br) ( I j GYP BD P3 l� . � MET STUD � HEAD, JAMB & _ 1 _ _ P �I i� SILL (TYP) CLG I C lei' le -- - ------ - UL HEAD- 'Poc ode partit►on --- - -- - - - - - - - - - - Q NO I lnou va ec( Q 1 ! (I L L ti 3 �IVI 3" VERIFY W/SUPPLIE4 3" GYP BD FOOD SERVICE EXHAUS CWaraNce - Nm I1ooci GYP BD MENU BD 42 ! P-6.3302 HOOD C2�) '-SEE MECH I ! LIGHT FIXTURE -SEE ELEC I -=-_I ! dab of eeiII9`. _ 6" METAL STUDS 8'-0" OC P-9.3301 `� P-9.3302 A18 6" METAL STUD g NOT USED 10 SECTION @ MAIL BOX 11 NOT USED 12 SECTION THRU EXHAUST 13 EXHAUST ENCLOSURE P-9.6304 P-9.6305 A18 A18 1 12 =1-U A18 A18 't3klletine �t FIXTURE „ " HOOD 12„=1'�" A1s PLAN 3/4°=1'-0" 7 SECTION @ BULKHEAD s SECTION @ MENU BOARD A18 OVER FOOD SERVICE W"=1'--0" A18 OVER FOOD SERVICE 12"=1'-0" Y1a 2,-0„ --Yq' PART BD GYP. BD. PLM-2 ALL EXPOSED ---- -35/8" MET. STUD SURFACES Q 48" O.C. N 2x4 CONT BLK LEAD JAMB APP OVED FOR PERMITTING. _ -- -HARDWARE CLOTH ' _- - --- -- - -- TO DECK UCL - ---- - AS NOTED ON PLANS Ya" x TRIM --- -- - 3%" MET. STUDS (TYP.) -�- - -- r ❑ WITH ATTACHMENTS _ - ==--- 1 x 4 l SLIDING GLASS GL-1 , ❑ WITHOUT ATTACHMENTS w RUNNER WINDOW ASSEMBLY 'n �a" PART BD CHANNEL x r A -Ii _ = ADJ SHELF- 8 _ PLM-2 ALL /., /1/_/• DC�� o ---- - W1 PARTITION - --- -- _ M EDGES N PLM-1 COUNTEf� w =-- I, «;= VERT ASTRAGALS • "`�,�:� ., f- W/SOUND SEALS VINYL LINER 10 INTERIOR FOLDING PANEL 'N � OF CABINET ' "-""`""""_"" z �r PARTITION z NOTE PLM-1 Q 2x4 BLN:v - COUNTER BY CONTR. ----AxL RB6.0401 C) 10.1101 rig-N\NOT USED 20 SECTION THRU HARDWARE w 14 NOT USED 15 NOT USED 16 SECTION @ COUNTER 17 TYPICAL FIXED JAMB 18 CABINET SECTION q1s A18 C LOTHIN STOCKROOM A18 II.A18 A18 3" =1'-0" A18 3" =1'-0" 1 /2 -1 0 � C3� T C6x8.2 CON ` o 0) CO r m m Ln ------------------ -- NOTE: � Q m o EXTEND CHANNEL OVER i . � w .� FOLDING PANEL ,,, � c, r SOUND ATTENUATION PARTITION 4 WELD TO TOP TRACK < = o OF INTERSECTING < m ' I BATTS WALL + - - L 2"x 2"xl/a"- DIAG - - BRACE Q EACH VERT ! v I 5/a" GYP BD COORD W/ MECH 5/8" GYP. BD. SOUND 1 2-12 C° 9 _ DUCTWORK BAFFLE /a ! - %2" PLYWOOD a 4 L = NOTE: ROUGH UP RF FILLER PRIOR 6" MET STIJD o 15/a" MTL. FURRING 1 MAX TO INSTALLING CPT EDGE MOULDING ��, I o T z 5/8" GYP BD ! I VALANCE 19 a c i FOR JOISTS I 4�� CARPET /Z" PLYWOOD c (SEE STRUC) 8 I - �I LIGHT (� c I EDGE OF AISLE EDGE O Q _ MOLDING 00 VERIFY TO ADJ. JQI 3' I z 1/a 'l I I! VALANCE 19 W Lo g LIGHT I o c T j - 1 L 3"x 3"x1/a"- WELD �' a L 3"x 3"x/4" VERT TO JOISTS AT PANEL 19 4'- 0" OC PTS HINGE JAMB �-- R F FILLER 2x4 CONT WD BLKG RESILIENT BATT INSUL AT I L 2"x 2"x1/4"- DIAG I(D FLOOR I 1 VERTICAL PARTITION BRACE Q EACH VERT O / f I 00 x AND ACT CEILING , I ACT CEILING TILE ,--•IG _ _ d 2'-6" @ SOFTLINES SEE 22/ A18 / \1 I DOOR TRACK I r ! ! i '� 1' -0" FOOD SERVICE -. ! I I I uj l� } GUIDE BLOCK l �-' � i I 4 r� Z I 'L..J 0 \ 10.1105 2,_6„ 2,_6., W z z _I a Al 24 FOLDING PANEL HINGE JAMB 23 CARPET EDGE MOULDING P-9.5301 < 10.1104 22 FOLDING PARTITION TRACK 23 NOT USED 26 LIGHTING VALA CE @ 27 LIGHTING VALANCE Q65 AND ANCHORAGE A18 3" =1'-0" A18 3" =1'-0" A18 FIXTURE WALL 1 12" =1'-0" A18 1 12" =1'-0" O z1 HEAD@ A18 3" =1'-0" A18 P-9.5301 `- A1s FOLDING PARTITION 1"=1'--0" INT. FIN. "' '� N I HM FRAME GYP. BD. 1�2' i1�/2" 2'-8�/a" 1�/2 2'4/a" 11/z" 11/z" Z'-10" -'a' PLYWOOD FIN. FLR. MAT'L-FLUSH W/TOP • WALL LINE i OF C.T.-SEE SHT, A3 & FIN. I - 2x4 SUPPORT EA ! ! GL-4 SCHEDULE NOTE UPRIGHT Ya' PLYWOOD 2'-�„ I 3/a" JT. W/SLANT-2 4 2x4 UPRIGHT -NOTCH FL. SLAB C.J. _ 2x4 END PIECE 1„ TO RECEIVE 2x4 CONT 2x4 UPRIGHTS TOP AND BOTTOM -- - SLNT-4 U) M NOTCH TO RECEIVE o i O 2x4 CONT. TOP - -- - - AND BOTTOM � _ -----: MET STOPrr - a" PLYWOOD - -__ -- SCREW APPLIED F SHELF � � } '; CT-3 JOINT FILLER i 2x4 ` � m . uj d Z x4 DIAGONAL 2 D GO L 31 2x4 I/` ff)BRACE AT REAR ONLY ! a o c a a D D W SLAB RECESSED'/a" TILE- TYP.-CONTR. TO 6.04096,0410 1 1 WORKBENCH SECTION 6.0202 PLM. COUNTER VERIFY DEPTH of RECESS 28 NOT USED 29 NOT USED 3o WORKBENCH ELEV. 3 32 8.1104 9.0702 A18 A18 A18 3/4"=1'-0" A18 3/4°=r-0° A18 1 v2"=�'-o" 33 CONTROL ROOM WINDOW -HEAD 34 TILE BASE &CONTROL co A18 & SILL, JAMB SIM 3"=1'--0" A18 JOINT 3" W y 4 0 a cs -a a n C.M.U. WALL CONSTRUCTION NOTES: 4 , • S9 EXT FACE OF 375'-3Y4" 26'-0" 1 46' -0" 46' -0" 46' -0" 46' -0" 46' -0" 46' -0" 46' -0" 26' -0" _1 9' - 7+/2' , 14' - 4+/2" 31' - 7+/210 I ,_ „! ,_ 5 T,_�,�11, 20'-0" 8 -0 7 0 ! 3 0 5 6 ! EXT FACE OF ARCH FINISH 77/8" i I I 18'-Od 10,_O„ ( 101_011 I I 7y8„ TD E-94'-6" I I ( I I I I I DRILLED PIER SPACING 14'-6" 5' 23'-0" - 115'-0" 25'-0" 21' 0" 23'-0" 1 t'-6" ' 1 1'-6" 23'-0" 1 1'-6" 1 1'-6" 24'-25/a' '24'-0" 20'-93/8" 1 1'-6"' 1 1'-6" 14'-6" 0 PERIMETER TFE- �_ J TYP AT ! �_ �� I I oa. I I 6 I g - /�0 161 ! _ DRILLED PIER SPACING - DP-3 / - - _ ' 1- - - DP-? S1 PANEL JTS I GRID LL 1�N0 / ! QP - ' i �- - I I ! _� S10 '/ _/ • �! S10 �- - - S1 14 - - PERIMETER - - - / -11111114+ - - - - - '�--- S5 - - - - - - - - - - - - - -- - - - - - - - - L • • '4 - I DP-3 [ P� j DP-3 - �. j 8 1 �3 • . � - - I ' •' �� i - N 24 g - 7 ! •! 8 I i TDOE-94 -6 _ ao o S1 I I S5 S5 j S5 I I S5 I it , N -- - - - - -- - - N 14 - - - tea -- - - - - - - - - - - - - - - - - - - -!- ------------ - - -- -- �- - - - -- - - �- 3 SIM S9 - - - - -- - - - - - -! - - ^- - - - - - S-5 - 1 12" MECH PIPING f S10 I I INV EL- 93'-0" ELECTRICAL C J `�; - FOR RECEIVING AREA ^ M I I SERVICE SLAB SEEQ1 I �0 NOTE: CENTER S - TDPE 94'-6" M o I I I I I r S5 ! 4" MECH PIPING I I DOCK LEVELERS I, ! - /TDPE-94'-6" I I INV EL= 93'-0" ON DOOR OPENINGS ` I I I I I I �Il�S I 6pp nP-a I I 12" MECH PIPING t t 26 I SS S10 I 24 HANq N ` 04 INV EL= 93 -0 - - - - - - - - - - - r - - ---'--------------------L*'- - -- - -- - - - - - �' - - -- - -- -- - - - -� - - - - - - - - - -� - - - -- - -- - - ---1�1 - - - - - - + t° - + -- ' - - - -- - S10 1 r • 1 .. .. .. .. .. TDPE-94,_6„ j �� .. �22 = I I I ! I j TDPE-94'-6" TDPE-94' 6" 7 TDPE-94'-6' TDPE-94 -6" 27 ! s5 CONCRETE SLAB 6'-3" x 8'-8" x 0'-6" S10 N ' I l I DEEP WITH 04 0 12" 0 N EACH WAY, ISOLATION 2'_4 N ! I ! ! I ( JOINT AT FOUR SIDES r T/O SLAB EL - 100'-O" I I I I I I TDPE-97'-O" N - N i - - - - - - l• -- - - -- -- - - ------------- - -- -- - - - -- -- - -- - - -- - ---- - - - - -------------- - - - - -- ---------- - - - - ------ - - - --- - - -- �- - -- - - - -- - - - - - - - - r , o I I s8 s5 ! I I I I I r r I I I I I TDPE-97' 0" I I I i I I I 4'-0" 0 4 - 0' o ! I I ! $4 I I I I N N r OP-3 1 I 1 ,4- -- - - - ' - - - - - - - - - '- - - - - -- - -- - - - -- - - - -- - - r-�i -- -----------------�� ---- - ------ ------ }'------------------ �-- - - - - -- -- - - - - - r 8 14 $ I = Soc 5 0 - ! I � ! ; TYPICAL CONTROL JOINT ! I ! I - I iE 5 -i--- ! I ---------r---------�---• ! --------------- 1----------- L------ -- = rn r ! ' 3 r TYPICAL CONSTRUCTION JOINT! 1 I N '--- - - - �i�- - - --- - - - -- - - - - - - - - -ram - - - - - - - - - -�.L - - - - - - - - - L��-- - -- - - - - -- - �s�-- - - - - - - - - - -- - - - - -- -- ---- -- - - s ' "3 0 18" EA WAY, TYPICAL v I I I LAP 1'-3" WHERE! NECESSARY = I I - ! 1 I T/ AB 100'-OI I TDPE-96'-O" - N TYP ALONG I I I I `n GRID 10 UNO 4" SLAB ON GRADE TDPE-98'-O" 0 ' 4" CONCRETE SLAB ON GRADE - 9 I REINF. W/ •3 @ 18",E.W., TYP. UNO.' ! ! r I — o `� cw S4 TOP OF SLAB ELEVATION � : • �'• ROUGH GRADE TYP. ALONG � M ! (T/0 SLAB) - 100'-O" BASE FILL L YER , . •. .. , • EL. - 99'-4" GRID 1, UNO. r N POLYETHYLENE VAPOR BARRIER N I I DATUM EL OF SLAB - 307.0 j ENGINEERED ! 4 SLAB ON GRADE i ! f i FILL BY OTHFRSul) =N 1 .l b 1 _—_— — -r` TYPICAL UNLESS ��i----------------------�f'--------------- --- �'------------- ----- OD -I ---------- - - - - - - - - -- - - - - - - - ��'- - -- - -- - - --'Lo ------------------- - . .. .. .. � . NOTED- OTHERWISE E I i TDPE-99'-4" UNO i I N TYP 7A I I I I I I I S5 , ,— �� o 7A I I I I I I I S5 co r � . - - - -- - - - - - -- - - �.'- - - --------- - - - - ----------------- - - - - -� '--------------------�:� - - - - - --- - -- --------------- - - - - ----------------- - - - --� � - - - - - - -----��- - - - ---------- - - - - -- - p I I I I I I I TYP 23 I I I I I I I PANEL Sto JOINTS /@JTS TYP ATbPANEL - ! ! I I I I 1 r 1 COL OP-4 I ! I I I I I ► r' L 24'-5+/4" 21'-6�4" ♦ ! I I I �4 A. - - - - - - - -- - - - - - - �- - - - - -� -- - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - l - - - - - - - - - -r - - - - - - - - - - - - ++i - - - - - - - - - - - - < <- - - - - - - - - - '- - - - - - - - - - - -- C N i ► i ! I I I Ln N PQ 4 I I I I ! I I I TDPE-96'-6" 4" COL OFFSET r< I I I- 26'-0" 11'-11Y49'-7" 1 1'-6" 23'-0" 1 1'-6" I T-6" 23'-0" 1 1'-6" 1 1'-6" 23'-0' 1 1'-6" 16'-105/" DRILLED PIER SPACING N ------------------ 27 OPP ' I I ' N I I 26 DP-3 S5 HAND i i P- 6 TYP GRIDS I I - 23 S5 , -98'-0' TDPE-98'-O" S10 5 t u 8, UNO. np-1 N S5 TDPE-9fi'-6" I I I /TDPE-98'-0" TDPE- -/THEI -/'&TD- 1 I 18" MECH PIPING DP-2 DP-1 I 898'-O" TDPE-98'-O" ;98'-0" TDP -98'-0"PE9�'-O" / I- - _ - - - - - - - - - - - - L - I- -!- - N INV EL- 95'-0" 1 S5 0cn DP-1 0 TDPE-98'-O" ; - DP-3 7 51M - ! DP-3 _ TYP SIM I I o I I I o z who TDPE-96 6 c h ;TDP 98 0 }` S5 f r ` DP-1 TpPE-96'-6„ t ! TDPE-98' 0 S10 PANEL SS DpPE-98'-0' I I o am ( - I i W�� o _ JOINTS c� �--------- �dC��t 0 p � rIz 8 ! 27 TDPE-96'-6" - -�- - - - - - - I Oz ! r- -1 ! I oo 0 w�= ? DP-2 7 , TDPE-96 -6 N �J ! i I + c�LJ I 22' -0" 2" MEC PIPING ! INNER FACE dF I I ! - J v = - ��~ Q TDPE=9 '-6" SS - �C� a- S5 I S5 ` TDPE=96'-6" INV EL 95'-8'' I BLOCK WALL ►•i o�C6 V) II 32'-4" I 18'-1+/a" DRILLED IER SPACING GB-2 i GB-3 GB-4- 1 - - - - --- - - - -- - - -- - - -- - - - -- - - - '- ck� 3„9'_4��15'_��3'�4" DP-5 I S5 DP-4' MECH PIPING S5 1 , - TDPE-96'-6" DP-4 TDPE-96'-6' J ! INV EL- 196'_0„ I 3" ! ! I TDPE-96'-6" -------- -------------------------- - - - - -- ----- ----- ----- - --�- -�— — o 3FOR ENTRY, I I I I 15" MECH PIPING FOUNDAT ON S3 i INV EL= 94'-7" 1. ® DENOTES 8" C.M.U.WALL W/ STANDARD HORIZONTAL JOINT REINFORCING 0 16" O/C W/ VERTICAL REINFORCING THUS: 1-06 a 24" 0/C, UNO. 2 . JAMB REINFORCING UNO; REINFORCE NUMBER OF CORES SHOWN BELOW WITH 2-06 BARS ( 1 EA.FACE, FULL HEIGHT ) EA SIDE OF OPENING. A. OPENINGS < - 3'-4" ; 1 CORE B. 3'-4" < OPENINGS < 8'-8" : 2 CORES SEE ARCH. FOR PLACEMENT OF JAM REINFORCING AT EXTERIOR WALL OPNG'S. 3. LINTELS UNO A. OPENINGS < - 3'-4" : ONE 8" HIGH COURSE WITH 1-04 BOTTOM. B. 3'-4" < - 8'-8" - TWO 8" HIGH COURSES WITH 1-06 TOP & BOTTOM. SEE ARCH, FOR PLACEMENT OF LINTELREINF. AT EXTERIOR WALL OPENINGS, 4, BOND BEAMS UNO' PROVIDE BOND BEAMS AT ROOF AND FLOOR LEVELS AS INDICATED ON DRAWINGS, AND AT TOP & BOTTOM COURSE OF WALL. REINFORCE BOND BEAM WITH 2- 4 BOTTOM,UNO. CONTINUE BOND BEAM REINF. THRU CONTROL JOINTS,UNO. 5. FOR TYPICAL CMU CORNER BAR REINF. SEE DETAIL 4/S5. 6. SEE SPECIFICATIONS FOR REINFORCING BAR SPLICES AND JOINT REINFORCING SPLICES. ALL VERTICAL REINFORCING SHALL BE DOWELED INTO FOUNDATION WALL OR FOOTINGS, UNO 7. GROUT SOLID ALL CELLS AND SPACES CONTAINING REINFORCING BARS. FILL ALL CORES SOLID BELOW FINISHED FLOOR ELEVATION. SEE ARCH: 8. SEE ARCH, FOR LOCATION OF CONTROL JOINTS AND MASONRY OPENINGS IN EXTERIOR CMU WALLS. EXTEND JOINTS FULL HEIGHT OF CMU WALL, UNO. 9. ALL REINFORCING IS CENTERED IN WALL.UNO. r 0S9 3 7�8' ! I I I I I I I R 1 77'-11%8" I I i 31'-3" 25'-1d�25'-109 2S'-109 DRILLED PIER SPACING I I I APPROVED FOPERMITTING: AS NOTED ON PANS ! 4" COL OFFSET WITH MEN ! ! I I ! I I ( ❑ ATTACHMENTS Qs9 I ❑ WITHOUT ATTACHMENTS 4.6 4 3 2 1 sy FOUNDATION NOTES 1. ALL DRILLED PIERS SUPPORTING COLUMNS ARE CENTERED ON COLUMNS AND COLUMNS ARE CENTERED ON GRIDS UNO.ALL DRILLED PIERS SUPPORTING SITE CAST PRECAST PANELS AND GRADE BEAMS ARE CENTERED ON THICKNESS OF SITE CA$T PANELS,UNO. 2, SEE SHEET S4 FOR GENERAL STRUCTURAL NOTES AND SCHEDULES. 3. VERIFY SIZE, LOCATION AND DEPTH OF UTILITIES AND SLEEVES WITH OTHER TRADES, 4. FOR TYPICAL CORNER BAR REINFORCING SEE DETAIL® 5. SEE ARCHITECTURAL DRAWINGS FOR RECESSED SLABS, SLOPED AREAS IN SLABS ON GRADE AND CURBS AT ENTRIES. 6. ALL WALLS ARE SITE CAST PRECAST PANELS, U.N.O. SEE SHEET S9 FOR CONCRETE WALL PANEL ELEVATIONS, NOTES AND SCHEDULE. 7. PLAN DIMENSIONS ARE TO FACE OF ARCHITECTURAL FINISH. SEE DETAILS FOR FOUNDATION WALL DIMENSIONS IN AREA OF TRUCK DOCK. 8. GB-1 INDICATES GRADE BEAM MARK. SEE GRADE BEAM DIAGRAM ON DWG. S8 FOR TYPICAL DETAIL SEE 9/S5. 9. DP-2 INDICATES DRILLED PIER SIZE, SEE DRILLED PIER SCHEDULE ON DRAWING S4. 1 FOUNDATION PLAN 116- = V-0" 11 z 4 � � � o z o a z 2 a' � o w m W o O m x W W of �__n wo CUwM ZX000 zcnQ0000 W of W N 0 _ LLJ �QQo Ld n_ Z~ z �- oQ I 0 W X ul W T -F-� �7 in o Q < m 0 i O m VJ 0 cy 0 v o-,) a T I z o ? cr o 0 a T � I'LL1r o C) 0 a N � Ld O M W � U L o 0O T- 0 1cL x F— Wz V w0 � J � p�. < `-/ ) z 0 s Z Z Q LL n 1 9 8 7 6 5 e I 2 C) 374' _0" - 26' -0" 46' -0" 46' -0" 46' -0" 46' -0" 46' -0" 46' -0" 46' -0" 26' -0" 35'-911 1 „ 13,_ I I I I INT FACE OF t I t i I I I I CONC WALL PNL I i I I 4 SUMP PANS THUS 0 REAR OF BUILDING I 7 TYP 10 TYP 0 BM ON d 1 1 I I I I S6 S6 GRID L UNO cn N:: S6 S6 C120'-03 "] I [1 19'-31 "] C1 18'-O"1 Ct 18'-0111 C1 18'-1 11 "] 0- r It 1 C1 18'-0"] C1 18'-0"] C1 191-51 "] I ! I I L"1-- N I - -- - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M C 1 19 4' J 00 ' ® ia0_ TYP GRID 5 ® I 1 M >- K GRIDS 6 S6 �- � 1 M � � � r- m N~ TO 9 '� i i 1 , 1 1 1 , m N - 1 i 1 1 � - - - - - - - - -- - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - -- - 1 1 1 1 1- - - - - - 3 IL IL J. I„ 2,_611 I A 'L- oz C120 -0 "] C1 18 -2 J TYP C1 18'-2 "7 C1 8'-1 1 - �z �� ; 6 10 7 S6 BM S6Ln S6 1 1 1 1 1 11 19'-1 11 "1 1 1 1 - = �� - 1 1 w— 6 7 8'-5" 6, 0, c 15 v,� J+8S6 1 [120'-3%2"J s6 C120'-83 "1, [119, 10)4"] S61 N 00 - -- - -- -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- -- - - -- -- - - - - -- - - - - - - - - - - - - - 1 1 1 J-1 (6.1K) J-1 (12.2K) ; J-1 (21.OK;) C1 19'-7"] -1- (21.OK) J-4'(9.0 C120 -03 ] C1 18 -1 11 ] - z TYP GRID SIM 3 SIM 3 SIM' 3 ; SIM' 3 �w 'J' UNO -- S6 S6 S6 1 O0-1S6 1 1 1I 1 W� 5 1 1 1 1 1 N wU �1 �z N M Q i zu � 6 1120'-2"1 C120'-83 "] S6 TYP GRID 'H' UNO � N 1120'-03 7) N N Y U O z nl W pwa-� C120'-8-1 "] - - - - -- - - -- -- - - - - - -- - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - w r- - -- -- - - - - - - - - - - - -- - - - - - - w Q O - -- - w C120'-53 �� C120'-83 "] --A [120'-5"] _j w N TYP GRID N z (' U - p zz 'G' UNO — _ CLw-j0- a-Q w �cwn30 w 7 (n> o (nm 1 0 1 1 1 -W ' -' --- w z 20'-0" 16'-0" — 1 - 20'-0'' and 1121 -23 ,1 l w • m 1121'-23 „] _' ®Lc C121,_2„1 TYP GRID o � � > 'F' UNO _ M -- w PROVIDE 2 SIDELAP [120 -83 ] ow N N FASTENERS PER SPAN_ N GRIDSc TYP z _ o_ FROM GR D B TO J z I z D`' U M V m o Q -- 2 TYP SIM TY TS6 - m TS6LINO ALONG J yA C'GRID 4 C120'-5 "] r c G� m vO z > C120'-83 "] Z C120'-5']--A w w — � 4 TYP �-, TYP GRID a U L S6 UNO ou 'E' UNO a 0_ -- a_ z z V) > °dr �- w J O d a } 1 En 6 U U 0 U C U ' 3 TYP -' ' 7) -- S6 UNO [120'-5"] [119'-83 "] TYP GRID 'D' UNO -- _ w � N N N -- N N� � O � N (n Z TYP c4 AXIAL -- 15 ��0 2 SUMP �2 _611 LOADEDJOIST COL _ ¢b PANS THLn GIRDER S6 zom 16 I [119'-8"] C120'-5"] 1119'-8"J 0_j 1118'-1 1"] C119'-43 "] 005 S6 24' -51 " 21 _6 �'�� Clio EMECH QUIP P ® N Lu t- - - -- • - - -- - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - -- C7xg C120'-83 "7 DRAG STRUT a -- DRAG STRUT 17'-10" 4'-9' 14'-41/z" O_jI w PROVIDE %".0 ;� I PROVIDE %">a WELDS 9 6 OC J-6 O, S7 WELDS C 6" QC TYP GRID -- _ '� �0 10 OPP ,,, SIM 0 'C' UNO I z 4" COL OFFSET HAND c� MAIN ; 2'_61 THUSMP PANS TYP @ FRONT ROOF®GRDN — N EQUIP O FURN-� (2) J- r- _ - Ol O� N S6 ROOF I c� .j w 1 13 10 5 9 T S8 S7 LOW OF BUILDING UNO 9 m - — S6 MECH 2'-0'� J-1 I o I °� - �F J-13 ROOF 7 EQUIP c� o S7 S7 7 MAIN S6 S7 6 1 TYP RIDS -, (2) J-1 ' 'PRV S6 ROOF C1 14'_4' S6 W TYP 0 LOW I 2,3 4 RTU-1 co - RTU-1 C120'-V4" C120'-11 "] r S6 1 „ _ TYP Q MAN S6 -- ROOF GRIDS C1 19'-8"J + 5 UNO: _ _ ECH "? [ 1 19' - 2 1 cD ROOF UNO r� 4.6 TO 7 - O O `- - - - EQUIP C' I J - 2 S6 C' X tB9C,j N ® C1 18,-3"J r-- G�-------' ---`S -- --- m ------ `S --- `n-11 B-11 _ _ _ � w - - -G-- --___114'-4'j - - 7 � C114'-4']---- -- -- ------^ - - ---- --- - -- i® - 0 1^ -- N cwnN `r C1 J_3 15 J_3 TYP. LOW RQOF I 7 - m� mo � S7 S6 11 18 3 ] 3'-1" 0 , S7 1120'-5„1 C1 19'-t 1"J - -e 2' a„ i o� FROM GRIDS 7 TO 4.6' o o I I I n0o'L.J 11 UNO. J-11 0 -- 70 TYP GRID B I 2'-7" 5,0" 5,„ SUMP PAN - 19 ROOF 1 I •3 -8 0 GRIDS I o 0Uct C1 14'-0 "] S6 HATCH 23 EQ. SPA.0 4'-10" -- ' 2 TO 3 i oUm 60 o Q = z 11/2" 22 G TYPE B DECK SIM SEE ARCH. RTU-1 7'-4" 1 ' -3' i N N o TYPICAL DECK S AN 1 `� r �r ,.) 00w I 6 I I I0 TRANSFORMER 27 Q 3 I S6 I I I SUPPORT �n ° ____ -r----------- - Z o - - - - - - - - - - -- - -I - - - - - i - - i - I - - - - - _ _ fit 13'-1011J _ I - - SUMP PAN -- - -- I - 14 - SUMP PAN - - - I- r I r TYP.UNO FROM I 56 I l I I I I i I i GRID 7 TO 4.6 -T------------- T--------------- 7-------------------- 24 SPA a 3,_0T-------T----------r-I---- 6 72'-71 " JOIST SPA 10T/8 , I I I I I I I I 2 11/2" 22 GA TYPE B DECK S3 INT FACE OF CONC WALL' PNL' I I 13'-4" TYPICAL DECK SPAN I I I I I I ! I I I I 3" g1 411 I I I I I I I I I I I i i I I I 4" COL OFFSET i I I I I I I I I I p ROOF FRAMING PLAN VI6' = V-0" N 11 fl 0 0 - _G APPROVED FOR PERMITTING:: DD AS NOTED ON PLANS Ll • WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS By Date - a ~ / c NOTES 1. ELEVATIONS NOTED THUS "C ]", ARE JOIST BEARING ELEVATIONS AT GRID INTERSECTIONS, BUILDING CORNERS, OR WALLS. SLOPE STRUCTURE UNIFORMLY BETWEEN VARYING ELEVATIONS. 2. "(0)" INDICATES VARIATIONS OF T/O MEMBER FROM JOIST BEARING ELEVATIONS IN INCHES. 3, VERIFY SIZE AND LOCATION OF ROOF OPENINGS WITH OTHER TRADES, FOR FRAMES AT ROOF OPENINGS AND MECHANICAL EQUIPMENT - SEE AND S6 S6 4. FOR COLUMN, BEAM, JOIST & JOIST GIRDER SCHEDULES - SEE SHEET S4. 5. FOR TYPICAL ROOF DECK WELDING & FASTENING PATTERN - SEE 11 6 6. LOADS INDICATED THUS "( K)" ARE JOIST OR JOIST GIRDER AXIAL LOADS IN KIPS. AXIAL LOADS RESULT FROM WIND OR SEISMIC LOADING AND ACT IN TENSION OR COMPRESSION O st Q T-CL < J z' < O K 0 W m x L U x LLJ s O 4�y ar IW O z 00 ao 2f 0 oo 00 c9i Ld �0_ N f - Q In �o-t �Qdo c/)a�It z Q" 0 O J Q II F7 F7 I O V) W w 0) 4-1 o o cy) m z r m W Y = w op m 0 r m 0 o v a 0 T' I Q D /Y �.L 2 o O a T � Z LL ou 0 00 U N w I ULo 0 TT X F_ rW Z V 0_j w � Fj [__ Q p� Q `) V z Q H I o Z o : cc ia_ J c\j U) II N 00 N aI Ao El a N ao N i i I i i m I I I I I O I I ! ! I \0 _ - - - - - _ - - - --- _ - _ - - - _ _ -_ _ - _ - - - _ - - - _ - _ - _ - _ - _ - _ _- _ - _ - _ - _ - _ - _ - - - _ - L I ! ! I I I I ! I I I I ! I I N I ! I ! I I I I ! I I I I I L 2'/2" x 21/2 x 3/16 - - - - - - - - - - - - - ---- - - - - -- - - - --�- --- - - - - - - - - - - - -- - - - - - - - L-------- - - - - -- rYP - — - - - - - - - - - - - - - - - - - - -- - - - -�- - - - - - - - - - - - - - - - - - L-------- -------------------- I I I 25 I , DECK SPAN S6 `n 51/2" CONC. WALL I 11/2" - 22 a TYPE "B" 5%2" CONC. WALL I 0 �r PANEL (BELOW) METAL DEC PANEL (BELOW) ' C125'-5"1 125'-5'11�' I i B-10 I I I I N i 4 N II I II N 4 S8 m m S8 ! - C12 5'-6'1 :: I ,, 112 5'-6"1 I I Q I ;B-9 �e I � G J~ 0 I I I 51/2 ' CONC. WALL 2 G ! I I �- PAkEL SS oz NOTE LJ_o �I I I I I I \w1 10 3 E .SPA, @ 5'-8 16 ' 1 1 3 0. SPA. 5'-6" 1' 10" 11/2" i SEE SHEET S2 FOR ROOF FRAMING NOTES. I i I I I I I I I N I I I I I ENTRY HIGH ROOF FRAMING PLAN J 0 U dS m a 0 �J 6%2" THK. C0NC. WALL PANEL 11-4" 1'-411 1' -411 I 111/211 I 3/16,, = 1,_0,, 11%21111'-411 i ! I I 3" ! 1'-411 I I I l C7x9.8- DRAG STRUT PROVIDE %"0 WELDS 0 6" OC N ENTRY ROOF FRAMING PLAN - rIURILUIV I HL JLIr- VIVIVCI I IUI`I - JCL LL'V J / . 2 p - VERTICAL & HORIZONTAL SLIP CONNECTION SEE 24/S7, DRILLED PIER AT GRID A.3 TO B 12" PIPING INVi EEC 9 uj a. I I ! 1 Li O� C) 0 25 `/1 �'I- TDPE-99'-4" �'h TDPE-99'-4„ , - i UF't-99'-4" i i SS TDPE-98-0 ! ! ! APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS I ❑ WITH ATTACHMENTS N ❑ WITHOUT ATTACHMENTS m °' I------1-------------- ss D�$� ! I I F-------!-------------------- - - - -- � I w N ALONG GRID A.2 I I 19 OPP o I I 21 a o AT 2, 3.5 & 4 I I S5 HAND I ! 19 YS5 w a o 28 I I i S5 — 21 TYP ALONG GRID —I_— _ — — — — — — — — — — — t — — — — — — J S5 1'_0„ I I �p_� nP_� I 1'-0" TS5A.2 0 2. 3.5 & 4a _lzI - - !��r '��_�_TDPE-96'_0'I---------------------�/_TDPE 9' q" OF DRILLED PIER /TDPE-96,_6„ _ p TDPE-96'-6" o F- I + — — — — — — — — — — — — — — — — — — r- — — T — 1 - DP-7 �QP.S . TDPE=96,_6 z a 0 _ - COF DRILLED PIER / �rn��---`_`�---=�J �;— — — — — — U r Z.� -�-------------------------------------------1�`___1Ia .i GB-11 `-�cO o1�__'-I-_ _TDPE 96-6--------�-TDPE 96-6------i�-`�' '�rt-96'-6 - -- - - - f_ _ - - ,- -- - -- -- - - - - - -- - - - - - - -1 , - m - T - - - - - - - - - - - - - _ - o) 00 - o�z ` 1 �\�, ;--- ---- GB-5 - - ---------------- - - - - -- -�-- - - -�\ - - �T,�-----'c� o ` �"----� --� ---7----GB-g-- ----- \=r ,----GB_7--------„ `t -M-0 C� �� 29 TDPE-96'-6" `r —. \ ,/ I 10 N ~ - I ~� C� 7 I �' �O Q r� �.ia TDPE-96'_6 -' ' V0i S5 /' ,' - `,1 _ S5 , ^ ✓ TDIpE-99'-4" g� CH PIPING �\ S5 �` '\ I - _ -_ -- _ _ _ _--- _ - - _- - - _ -_ _ - --- _ - - :___-_ -- 0 0 �� 'I i AND OF gpDERIER DP-6 �\ /�� /. i - - - - i < r I - TDPE-96 -6 17 .� _ - TDPE-99'-4" \ , , , I r TDPE-916 -6 ' w I i SS\�.�S5 pPP 5 FDRILEDPIER HAND TDPE-99'-4" AD CE i I I 1 o z I OF MILLED PIER4'-8" 5'-911 4'-8" w_ Q DRILLED PIER 23'-8" " 4'-9" ! 35'-7D 0 V R 4'-2" 5'-0" 22'-4" 5'-0" 4'-2-1 15'-9" I 22'-1%8" I 3'-101/8�' DRILLED PIER SPACING o (A SPACING 7 COLUMN 7/e 51-71/211 i Zd'_71/ n 17'_dl/ „ �1'- )1/ I 1d'-01/ �c _ n„ I I 77/8 SEE SHEET S1 FOR FOUNDATION 3.2 3 2.4 O 2 1.2 PLAN NOTES a ENTRY FOUNDATION PLAN M N3/16 11 11.011 Z' Z. 2 Z a q w < K o � w O 0 Q w 1� x U x uj `w O ZXM00 Z�Q00 w-01 w cf N 0N ~ W �sQQO U) Qv 0 O J Q z 0 N W O W 0 vi Ul T T O � O O C3) =3 <L0 LAJ } Z < m Y = 00 m O r mQQ O O U i W a r T' Q 0- I T' CL U 0 00 W 0 r- Qw N o � v 0 L��' J T- v> o_ X wz 0 w Q � O Q r ' Cn V "/ c/) z Q U. z .o 0 �z z 0 W W U. 0 W W ul i GENERAL STRUCTURAL NOTES 1. DESIGN CODES THE 1985 EDITION OF SBC WITH LOCAL AMENDMENTS. RISC, "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." SJI, "STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS." SDI, "DESIGN MANUAL FOR FLOOR DECKS AND ROOF DECKS." 2. DESIGN STRESSES STRUCTURAL STEEL Fy - 36 KSI (ASTM A36) STRUCTURAL TUBING Fy - 46 KSI (ASTM A500, GRADE B) CONCRETE DRILLED PIERS Vc - 3000 PSI = = CONCRETE DESIGNED FOR SLABS ON GRADE f'c - 3000 PSI f'c - 2500 PSI. DOCK PAVING Vc - 4000 PSI THEREFORE, NO SPECIAL INSPECTION REQUIRED. MASONRY COREFILL Vc - 3000 PSI ALL OTHER f'c - 4000 PSI REINFORCING Fy - 60 KSI (ASTM A615) UNO Fy - 60 KSI (ASTM A706) FOR REINFORCING WELDED TO STRUCTURAL STEEL. CONCRETE MASONRY UNIT Pm - 1500 PSI, GRADE N-1 MORTOR FOR C.M.U. Vc - 2500 PSI, TYPE M & S. JOISTS AND JOIST GIRDERS SJI SPECIFICATIONS 3. FOUNDATION ALLOWABLE SOIL BEARING PRESSURE 6000 PSF - FOR DRILLED PIERS 4. DESIGN LIVE LOADS ROOF 20 PSF ADD'L ALLOWANCE OVER STORAGE AREA 5 PSF 7 �abon- WIND 70 MPH �SULkALA9 L SEISMIC ZONE 0 5. CAST -IN -PLACE CONCRETE ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES". PROVIDE SUITABLE WIRE SPACERS, CHAIRS AND TIES FOR SUPPORTING REINFORCING STEEL IN PROPER POSITION. SPLICE REINFORCING 36 BAR DIAMETERS UNLESS NOTED OTHERWISE. CONCRETE COVERAGE SHALL COMPLY WITH CHAPTER 7 OF AC1318. COORDINATE SIZES AND LOCATION OF SLEEVES, INSERTS AND BOX -OUTS REQUIRED. SUBMIT A DRAWING SHOWING THE PROPOSED CONSTRUCTION JOINTS. DRAWING MUST BE REVIEWED AND APPROVED PRIOR TO BEGINNING WORK. CONSTRUCTION JOINT LOCATIONS SHALL BE SHOWN ON THE PLACEMENT SHOP DRAWINGS. 6. STRUCTURAL STEEL UNLESS DETAILED OTHERWISE, SELECT BEAM CONNECTIONS TO SUPPORT END REACTION TABULATED USING "UNIFORM LOAD CONSTANTS" IN PART 2 OF THE AISC MANUAL OF STEEL CONSTRUCTION, EIGHTH EDITION, FOR GIVEN BEAM SIZE, SPAN AND STEEL SPECIFICATION OR FOR BEAM REACTION SHOWN ON THE DRAWINGS. UNLESS DETAILED OTHERWISE, CONNECTIONS SHALL CONFORM TO THOSE LISTED IN PART 4 OF AISC MANUAL OF STEEL CONSTRUCTION, EIGHTH EDITION. UNLESS DETAILED OTHERWISE, MAKE WELDED CONNECTIONS USING E70XX ELECTRODES OR BOLTED WITH Y4" A325-N BOLTS. BOLTED CONNECTIONS USING A325-SC BOLTS SHALL BE INSTALLED AS SLIP -CRITICAL CONNECTIONS ACCORDING TO AISC SPECIFICATIONS. 7. STEEL JOISTS AND JOIST GIRDERS FABRICATE AND INSTALL JOISTS, JOIST GIRDERS AND BRIDGING ACCORDING TO SJI SPECIFICATIONS. CAMBER JOISTS AND JOIST GIRDERS AS FOLLOWS (UNO ON PLAN): SPAN CAMBER LESS THAN 20' 1/4" 20'- 30' 3/8" 30' - 40' 5/811 GREATER THAN 40' 3/4" PROVIDE CEILING EXTENSIONS WHERE REQUIRED, ROOF JOISTS OVER STOCK ROOM AREAS ARE DESIGNED FOR AN ADDITIONAL 5 PSF HANGING LOAD. HANG LOADS FROM JOIST TOP CHORD PANEL POINTS ONLY UNLESS DETAILED OTHERWISE. SEE DETAIL 26/S6. SEE NOTE 13 FOR UPLIFT DESIGN LOADS. 8. EXPANSION BOLTS USE HILTI KWIK-BOLTS (ICBO RR02156). SUBMIT OTHERS WITH TECHNICAL TEST DATA AND ICBO RR NUMBER FOR APPROVAL PRIOR TO USE. 9. OPENINGS COORDINATE SIZE AND LOCATION FOR MECHANICAL AND ELECTRICAL OPENINGS PRIOR TO CONSTRUCTION. PROVIDE A FRAME FOR OPENINGS 12" x 12" OR LARGER. SEE DETAIL 28/S6. 10. HANGING LOADS ITEMS OTHER THAN CEILING GRID TO BE HUNG FROM ROOF STRUCTURE SHALL IMPART LOADS TO JOISTS AT TOP CHORD PANEL POINTS ONLY UNLESS DETAILED OTHERWISE. THE MAXIMUM ALLOWABLE LOAD TO ANY JOIST PANEL POINT IS 100 POUNDS UNLESS APPROVED BY ARCHITECT. LOCATE PANEL POINT LOADS AT LEAST 6 FEET FROM ANY OTHER LOAD ON THE SAME JOIST. IF THIS CONDITION CANNOT BE MET, NOTIFY ARCHITECT. 1 1, NON -SELF SUPPORTING STEEL FRAME STRUCTURAL STEEL FRAME IS NON -SELF SUPPORTING FOR LATERAL LOADS UNTIL ALL WALLS, FLOORS AND ROOF DIAPHRAGMS ARE INSTALLED AND THEIR CONNECTIONS COMPLETED. SEE SPECIFICATIONS FOR TEMPORARY BRACING REQUIREMENTS. 12. SPECIAL INSPECTION CONTINUOUS INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING CONSTRUCTION OPERATIONS: a) FIELD WELDING b) A325 HIGH STRENGTH BOLTS c) CAST -IN -PLACE CONCRETE, EXCEPT AS INDICATED IN NOTE 2 ABOVE d) EXPANSION BOLTS SHOWN ON STRUCTURAL DRAWINGS e) CONCRETE MASONRY •3 EA.WA 12' -011 00 00 O 1 M 00 0 n 00 00 0 N CONSTRUCTION JOINT 20.05.12 i 03INTERIOR SLAB JOINTS J 1wa — 11 /," 12'-0" `i FITA 70'-0" 15'-4" SEE SPECS FOR METHOD OF JOINT CONSTRUCTION AND TREATMENT 4" SLAB ON GRADE "0 SMOOTH DOWEL 19" OC x 2'-0" LONG CENTER ON JOINT (GREASE ONE END) 03 0 181, O/C EA.WAY 4" SLAB ON GRADE 11/2 1-11/211 BUILDING INSIDE - O z - ld BUILDING /4 OUTSIDE TYPE A TYPE B BASE PLATE & ANCHOR BOLT DETAILS 1,1 = 1,-0/7 GRID TS COLUMN I a DETAIL NTS COLUMN "LEAVE -OUT" SEE 4 S4 DRILLED PIER SEE PLAN AND SCHEDULE 15'-4" 15' -4" CJ SPACING NOTE: VERIFY PAVING ELEVATIONS WITH DEVELOPERS GRADING PLANS -.Ar- '09 00 i 10 to 00 go Ir . R 0 20.05.09 S4((��a/� SLAB JOINT DAT •j 211 11 0- z O v w O o: a 00 AND I Urr HAND TYPE C s NOT USED NTS IF SLAB IS POURED BEFORE COLUMN ERECTION, CONSTRUCT "LEAVE -OUT" W/ 04 x 3'-0" CENTERED - - - - - - 1 STD IN SLAB IF COLUMN IS ERECTED BEFORE SLAB IS POURED: PAPER BOND BREAKER (NO DOWELS) COLUMN CONTRACTOR'S OPTION: (NOT SHOWN) "DIAMOND" SHAPED LEAVE -OUT WITH 2-DOWELS PER SIDE 11/2'' GROUT TOP OF CONCRETE y4" 0 A-307 ANCHOR BOLT W/2- NUTS & WASHERS PER 3 ANCHOR BOLT TYP ANCHOR BOLT Q KIT CONTROL JOINT Cl AIT CONSTRUCTION JOINT SLNT \ 11/2" FORMED GROOVE TERNATE REINFORCING ;H THE JOINT METAL SCREED KEYED CONSTRUCTION JOINT �d w J U Y4" 0 x 1'-4" SMOOTH DOWELS Q 12" OC CENT=R ON JOINT Q Li U N IN db r\ CONSTRUCTION JOINT CONTRACTOR'S OPTION EXTERIOR TRUCK DOCK ' SLAB JOINTS 1 VT = 1'-0" GRID OL TSE gk TDPE 6 8/0 PIER is UNDERREAM DIAMETER COLUMN - FOR BASE PLATE & ANCHOR BOLTS SEE 6 S4 FOR DRILLED PIER REINFORCING -SEE SCHEDULE NOTE: WHERE DRILLED PIER SUPPORTS GRADE BEAMS OR CONCRETE PIERS - PROVIDE 4-116 VERTICAL DOWELS (TYPICAL UNO) STD � HOOK N OVED FOR PERMITTING: AP/PR El AS NOTED ON PLANS [j WITH ATTACHMENTS WITHOUT ATTACHMENTS Date IL dE -t: ®I��® • • ®® i • ®® • • ®®® • - - BEAM SCHEDULE 20 PSF JOIST SCHEDULE 20 PSF IMK MKI SIZE COMMENTS SIZE COMMENTS B1 W14x22 J1 24H7 82 W24x55 J2 24HB B2A W8x10 J3 1OH3 83 W18x40 J4 14H4 B4 W14x22 J5 14H4 B4A W8x10 J5 26HB B51 W21x44 J7 261-18 66 W16x31 J8 1OH3 67 w30x116 J9 20H6 B8 W21x44 J10 16H5 89 W18x35 J11 14H3 W16x26 J12 NOT USED 811 W18x35 J13 2.5VS2 1810 B12 W8x24 J14 22H6 1313. W16x26 814 W14x22 15 W8x18 816 W12x14 B17 ' TS12x6x1/4 B18 W8x31 B191 W14x22 1. FOR JOIST CAMBER SEE GENERAL STRUCTURAL NOTE 07 2. SEE PLAN FOR AXIAL LOAD Q DRAG STRUTS COLUMN SCHEDULE 20 PSF MKI SIZE BASE PLATE COMMENTS SIZE BPE TYPE 1 TS 6x6xI/4 Y4x12x1-0 A C2 TS 6x6xI/4 Y4x12x1-0 A 3 TS 5x5xi/4 Y0100-0 B C4 TS 6x6x5/6 Y4x12x1-0 z A 5 TS 6x6x1/4 Y4x12x1-O d A C6 TS 6x6x%2 78020-0 w A 7 TS 6x6xI/4 Y4x12x1-0 C c8l NOT USED 9 I TS 6x6x'/4 %x12x1-0 B C101 TS 6x6x3/6 Y4x12x1-O B 1. BPE- BOTTOM OF BASE PLATE ELEVATION 2. USE UNLESS NOTED OTHERWISE, Y4" CAP PLATES ON COLUMNS - WELD W/ 1/4" FILLET ALL AROUND 3. TYPICAL Y4"P ANCHOR BOLT UNO. FOR BASE PLATE DETAIL SEE 6 S4 DRILLED PIER SCHEDULE MK PIERS W/UNDERREAM (Reinf. W/ 6-07 Vert. & 113 @ 14" Ties) PIERS /UUT UNDERREAM (Alternote) R E I N R O R C I N G SHAFT 0 UNDERREAM 0 SHAFT 0 VERTICAL TIES DP-1 2'-6" 5'-0" 2'-6" 6-#7 #3@1411 DP-2 1 21-611 5'_011 3'-01, 7-#8 DP-3 2'-6" 5'-0" 3'-6" 7-•9 03@1811 DP-4 2'-611 5'-011 4'-011 7-*10 #4@1811 P-5 2'-6" 5'-01, 4'-611 9-*10 #4@18" PIERS WITHOUT UNDERREAM DP-6 - - 5'-0" 9-011 #4@1811 DP-7 - - 4'-011 7-#10 #4@1811 1. TDPE = 99'-4", UNO. 2. MINIMUM PIER EMBEDMENT DEPTHS, SHALL COMPLY WITH RECCOMENDATIONS PER THE SOILS REPORT BY "SOUTHEASTERN LABORATORIES, INC." DATED APRIL 25, 1991. PROJECT No. 24-91150. 3. INDICATES PIERS WHERE UNDERREAM CANNOT BE FORMED. EMBED PLATE SCHEDULE (FOUNDATION) + + + + " X „ P A A + + A 1-164 CLOSED TIE (TYP) SECTION A -A MK PLATE SIZE (T+W+L) NO.& SIZE OF SHEAR STUDS SPA OF STUDS REMARKS 'A' It Y4"x8"x1'-0" 6-jY4"\x8" LONG 41/2" 'B' IE 1/2"x8'x0'-8, 4-1/2"\x6" LONG 5" 'C' FE 3/4"x8"x1'_9" 6-Y4"\x8" LONG 61, o = < 3 U � J 0 < � Q -Z F N a z Z5 o < � o 0 o I'lla w > W w w w cjLWO z�oo0 ;pf 0 0000 c7)w000 � O N �OLn •� Ld U) a_ Z z v I�OQ O J Q hmA 17 z 0 > w a Li Li T O 0Q so < 0 m Z < w r w i V CO LO O p 0 T I g D o 0- 0— ou cr O CD 00 o 0 L CV w d I � w & T � a X II— wz (3 0 w Q 0 �— <¢ U ... V ) Www J r Qo Z u, V _J z = ww zc� wwz rid w W N U) F�cT FPC-E of GONT Hoof- F_ND Z�PPS �IID� ARG4-E Fll.l FAT FACE, OF GLAx P.>- L-AP AT MIO `�('P�l �TWN SJF'p� EXT FEE of vE>ZIFY W/ X I, " �� „ A��H Fi�1 � FIL��E 04 2'-co" DTP NK FOK PLAN VIEW OF L3''Y 3Y %4 '�/ "�Zx 4 ,ARGI-� FIJ L 3 3 x 4 / /" � x 4 Do��/F�.S THIS 41 EA SEE 5 57uF)Sc 2.4 OC SUPPLIEIK STUCS IZ'IOC �3 SIl7E5 CONC WALL'PNL 0 24" OG TI-IJS: S� Tv ss TYP TH I Gf_TA I C T/o SLAJ� = Co�,AG� x < X w - ) U LooSc FILL. _ 1 A PI WALL Z3 44 T D� I II t 4xCC)NT C7YP 3-SIDE�J �- 2 4 0c TYP , - 4 ---- #4.: CONT T'r P 3 CES i -� Lo.� RE1NF SEE PLAN �n � 2Tk- 0 COM7 I �-dll 1/0 SLAB s I - - - - - - - - OELDW PITS 2x4 KEG p "0 x '-o�+ II SIDES FXCF-FT THFU 3 2 DWL#4 EA9 _ ,_ lil _ II, �4 c IZ'' OC SEE SS - ��IZ'I% �>a.1%Al�E d LIL Iz C - Z i JoIIJT AT ISoLATFD SI1Jk _p„ I --I ll- n- - « PIT WALL PAVING I NI - SI.P,Po I � REvE� �E%2' I DW L -44 C@ IZ"Ol_ T YF 1' o"vf D� BM T� �No TYPICAL WALL �►EI NF CONC, SLAB �'/ � >I.r� \ I :�- — � 5IGE5 TI-ILIS: rl---�_ � 4-Cv LOCATION WITHIN WkLL �s c +z� Ea WAY �5 IZVC S�oPE _ --T\ --• 4- Co DowE;�S T+��S : TIi ICkNESS VAR) ES EA. WAY �I \ �G�SE - II S�D N I - uj Y ''� Q = _ FILL I" 4@1a GLv`D STIR9�PS ' oYFF� END SOPPS _ BAR DI A M ET�fZ Q iJWL#4 12 OG I�oL JT•- u i F_L�S�-tt4- I �„ / u Z- 10 ExTF}- CcCf'IINi DAP M16J -51�E 5PACINf� ELgS-ID =G D�1L e 12" oCX - _ - �� BILE (I C,. A�o�/IpE GLp.S`> A LAP AT IIJT SvA - (TYF 3 51DF_S) `�I To MA-Tctl LAP.G�E� Pi�ILLI:D PI F_R - 5� S��IE� or•l 54 WALL R)=1 I.JF _ FOF` GRAD ! Et NOTE - VERIFY SOCK LEVELER `J �� o DOUBLE REINF SIIJGLE REINF o lip„ L - = T= 5~ PIT ,1 DTIH W �1117�.EP NOTE ADD 2-�`4 M4' o"DlA60NAL yf;RTiCAL REINF NOT w 3 I -o �EE ARCH FOR CLOSURE ,I I - #q- EA FADE SUFPL tR vole � BARS AT EA CORNER OF EA DE vol D Pox �, 20,01 i7 f� c f3Y MET Fad - zo. o�. 2o.oi.l9 u�1pER �IZaDE $M. PO4 LEVELER PIT OPENING Zo.oi os SHOWN FUG CLA�IT`( 4 c� CLOSED STII�RS_ u1�117E(� �I2�� SECT (O N -C K L F �/ E L 3 DETAI 4 TYP C�� E A� ��TA!L W z o rT SECTION ..OMP/�CTOR PIT I r2- N R g �oUJ< 2 - -7 TOP �r HoolL 1 �I 5 5 ,z" =1 0 " 55 ,Z'; S5 NO SCALE: � Q a m cr DFFF vale �. 7'2 GoIJG WALL PA.IJEL GOIJG WALL PAIJEL POU c/f121P aGi 12EQ P. a Q Q "n 5E� r�Fi FOr,'- PANEL i%oR PANEI. �I,PC�ME� x x c� w�>-ww COAIN FAGI✓ of EXT AGE OF r+�i�j L �- a m �- 21 0„ 11- �U -y SSE 5� Fad PNL GOIJtiI ARG�FIIJ - 8 � �N FIB � • SIDEWALK 02 STOUP .- II �11 I � I -= LocA1"E tJEAfZ F�G'i �,GA- �XvoT slo 5 FDN F� �A' -SEE SC11ED 1 POUR 57RI P P.5 REC� D ,I � 1- c{. IN CoN�RE.T<; WALL F �� cvl.lc WALL PAfJF_i. F�i..E.,GTj�-IG 5�/IGE :v�IDUIT-� (N� _ L - 5-E SI�vwN LA�F� Co01JDIIJv Q v �'�� COt\1C WALL PANEL z PIZEFv1�MED - ��Ac-��IF�1T �coNTl►JUoUS EDGE �EI►JF I-0 2x4 I�E•Y��AY I _ E�FSTRoo�" - F IN51PE FACE OF PILL 4- ,1'f �ILL,Ei2 SEE P_AN a o ID + + OF CONK T O S�.A3 T/�� Si_AI? T/o SLAB _ - -� T O QO 1 - /d SLAE7 + - - - - - - - - I • p0 wQ� ' t- P NG @>:DN T Lo }J S I 1 co I COPE A LE N C�R,�Da �f_.�►M • .Fv� tJ F SEA 3 ►►� ► - - r E rJ T E f: 0 N `I �I �I T ?--Is H ORPF�TM A�oCa DwL wEl� 1 0� 5� -11 n1IIII = BELOW OPNG - _N 12'' MirJ LAP Tod I� �JL � V I I I I_ I I! - H M I-4 1 -Cc W _ I PANEL TO 0D 4-LED FIE F� 1- A00� # - w o FOB TYP PE INr R ' I �T1N FE B SEE S�HE1� -, �' CUNNEc T 1o1J5 - �7E1: I /S1 C �Ocfz OPNUS Lc E FILL T — - - � 'f P) > : -ADD` � � x Pi�L WI DTF� P,STrI v w M I z�M00 TH�`� � - SEE j9 A�IXo �A4 t CONC WALL PNL -- GoNG;�E•i� WAl-L. PANEL_ z w w (� + - - - - - - - - - DETAIL MAY BE SNOI�IN _ - SEA � 1=oR.6i�PE 13M �EINr 9' � -! = O>'ROSITE HAND FROM PLAN 5 - 2-l0 �frP� HOP: BOTTOM REINF SEE 13 14 �F-o n fD�ILLEv PIS �• - �EYaND S9 � I�oTE. � ASi'1,'I ACo�I � C�F�4v R-EiIJF' 3 =w INSIDE FACE OF PNL � 4 ST I P R U PS �' CD" OC M /�'� P E Sow I I TUTE•D poR. � W d' p CONC WALL da OF CONN EA SIDE OF DoO� ExT�N� STlf u 2'"-a" 1 1A�OCo (�-F�IJF z r PANEL 20 01 - .ip EA DOcg- JP.�-'�� T`!P PP�IJE,L REINF �Or 1:5 40\4si 1,-D'�C�� FOR REIAIF SEE SS 20.01.I(� l � ) .L I � P1 � N � . 5 PLAN DETAIL CONT I;EINF 7HIZO�&H PIERS �XTE�.io� FIT WALE / TYP Ek T FO �I N PA I ON 8 TYP F�OU NDATI� N q U F� G� U 3/,,`ILO,. 20,0J.01 SJr" 1/2"- I, 0" �J col. -4. I �' S5 3/4' � 0„ 55 q,ii - ST�.E� GOLI�I`'lIJ - SF .PLAN II i,2,' S�� 5EEE ARCH AIl. INSERTS GowMN SG�I�fouL� COL COVER 2 �, EL- 109- Io3�4 PL.AtI FOR of - - - TREADS II" SEE PLAN 1 GRID I ll A - -- 5TEEL COL I - 4-0 O D ,(0 CONC COLLI COVE E W/4.4-W4 xW4 WWF TYP I"NOSA& TYP �4 cd I(v k TRANS AI _- _- i •�LOO SLAB3 IJOSING --- 3- 3 P Pvc X I -ADD L4 FULL HT VEKTc�EA fe _ #4 @ 8' OG LOub T/O SL_A� = 100-0 VENT HOLES I BAR �� 10'-Io'' --x � I I P�oYIDE NOOK A>;oUWD STUDS - , �� 1/0 SLAB SEEAI�CH I Foy CURB 4 DULs -SEE ARcN APPROVED FOR PERMITTING. �4 DILL IV T S1DEI.IALK �� - T/D Dp = 9g -4 ,LE`=lol-o . x x SIDEWALK I "4 DILL@ I 04 CONT Q I a = ❑ AS NOTED ON PLANS SEEARCW Icy0C, 1 A• 12 , �� > I �--- # 4 � 1(6' oC TYP 1�OG I� VEST IBU SLA x 1YP N ❑ WITH ATTACHMENTS TYP. SLAB ON GRADE FOR SASE AI�IGHOR BOLT d - III 5' SI.AS TYP �T/O DRILLED P'�E-R 4 #q Gdr�►T , D L TA I L SEE - P t �L 9 -- ❑ WITHOUT ATTAC�iilf�ENTS PAYING of II T/ 5 LAB `'" 1 h N h` Dat2 1 �`r' SIDE UALK Cn g" 4 C, 12 OG �w - - a0 • . a0 TYP 4 3 11� �I�, 'e• '44DW cICa'Oc P 8,IC�G WALL 1 11 „ ,DRILLLD PI EV - SEE I` u 2x4 kF �'{'DWLx4-n @)Z OG 5�' L- SEEe .. /StD NK ' Y/ all R' 1 - I� 11 n W - I/ n u N s 1 4 DWLS @12 V x TYP - _ o 0 1 0 GRfaDE 1� z ><4 �D-(� /2 2 S� 3 HEADED _ �EANt ^� 57 LID5 1s 4 " 0C + �u 4 �' �� FOR � LOCATIONS SEE SS 1-'�5 CONIT # Go T TYP STAR SECTIOU TYP STDOP SECTION I i-yDRILLED PIER I _ I ZO. O 3.01 _ ZO.O5.10 _ , _ _� 20, 03. Dl rio_'�FOUNDATION G ENT Y VEST 113ULF, I ► I YP I NT COL U f I N ON PI E � 12 COLUMN COME A FONPATIN_ 13 �L-GTIo�iri4DETAIL /2-11 = 1'-0 1 SJr NO SCALE cJJ� ,2 I' �" 55 3/411 _1i_Qil �� SS +�Zli� iLo" !; E OF: C-. M. IJ . 3 -� of Got,;MtJ GRa�E F3M. STEP GRADE BM REINF SEE 10 x '— x � � tN ii 34�� SIEEL COLUMN 111'2�� -- ---• o= C.CNr.I , 5 BENT 13AZS T14US = D(�I LLE.D PIS A1.1D GOB GOVE.ri, g 4, BASE >r o f� ' IN GZADE gEAMS�Qs Z L6, ;.•FDN e A IYP- SEE �GHED 3_�4� PVL CONC COLUMNI COVER Y >� PANEL 1=DUE A OF CONW g VENT f+OLF_s .. i SEE Iz 140 e n N A51DE FACE OF PANEL slo TY% COLUMN ASID P AciF `"� s Ir1�I I:AGE or �AIJ .I. �� u �- - a � e IZ'1 G BADE BM G /� ' I F�j G r j� _— o �I' Go�IN / / \ I f I� ,>� J�Iw ��I�GI! 1 n s w 4 OF CONN -� x q = _ \ r; -I •; \ T G?AM BM REINF SEE • N _ ` � ` � � G OF Gf�iLLF.D PI � F�rJD � � �� Z - - o o I �r �. V1 _ + �- I I I f of A s - -10 o COuC WALL PNL 1 * �0° G YP L 4,1 X 4" � 5�8, X 0'_ 411 LONG N/ T FAGS of A I111 (,ZAPS 5M SEE y9 x y - '3/4" P-9c-M-4 R hl / I �EXP BoI_T � 7 I�IN EMBED _ � i Dlc�, s�+T. sg o I- @ EA EMBED I � Z 'Y GoIJG . P�.IJ � L_ �� _ 8" CMU A BDVE CEO s STUD5 SEE 55 DRII.I.�D PIER 5O EL.= q8'-o11 + ' Nor SHOWN Fog CLARITY uj 4 PER CONC COLUMN COVER LOCATED THUS 20.0 z� DP PLAN I� rLAN PFAIL 18 p! A� � 19 rPLAt TP•IL: I � � 3/ „= I. 01. 20,07.09iZN,�1I� 55 /4 I o SS 4 � o� Z A2 a y� 1 OF 8 Cirlla II Go D coIJG �lA�L GR o 0 Ctl 7/ a�� FIfJ L PAtJE- � 8 1- 4 2 p 00 Q Lr) 3 3 ` CONC WALL PANEL I pp 0 T IN51PE FACE OF PANEL oo 8- OF CONN I 1 U FDU t "A�TYP 5EE �CHtD , I o0 EXT ('CAPE I I T/o SLAB, 100'- O'1 - - � SEEAI�CN � GM.u. h1DtLl, G�12,b.100 gM. GoJG PIER W�8- VE{�T (-- I �-- 1FDN 'A' SEE 1-,CNEv CON r� + ANn �-4 TIC AyT,��1(�411 o G. TlPIt9 �� - ilk I =` � Co � �- SI = _ +� I FJC-F�.lp VAT fb 4"ri F(�►'I I+. �+ 1�151DE FACE OF PANEL / I It _ INSIDE FACE OF PANEL 25 o J 80 10 pR-ILLED PIS 1'-1v'' t "7 =� _ U3 IL(flIK 1t 3' CONC PIER W/ � OF CONK � �\ t � OF CO�1N- 55 - �� 510 1NTv GoIJG PIF� s� `} - ,� � 4 - #(� VERTS THUS 5 -4 �. � /� + �, \ I � � � �- r-° I W ° � ,1 ,.,j � W . u 9" 1� I - -- � `�' ...UL.O I� �_G. Ni. I�. r - - - cV / 3 3 TIES E S �' 3 OC j�•� A.3 - r +-tT REMAIWPER 12 OG -_ - - +; t _ �� Q STE.�L GoLorlll �alr> I II 2MEp w >\..J f i N — 0 • ' • 4(o DWL THUS 51 6 L ; + _ '----J \ I '� -� ��eG• 3-t MATCH SPA of q /+ I - 0 e e _ _ �XT FAQ of ARG+� FI I I + VERT CMU KEIuF GR BM ' T/D coNC i'IERBEYOND \ I N A S H�C� \ , I_I �� aF GDIJ� Lh. '(f� M� 'fGt-f �JIZE � T/o DP EL SEE PLAN o� _ FD EE jc - I gyp,. OI✓ WaU.ItJF - VO PRILLF-D p 1EL _�'FDIJ A TYP SEE S�HEp P ef MIN () rn - _ I . o GoIJ1J � � vl T L� O �jD� 1 , � v v J 0 OF Co�l�lF_GTIo1� J >J 3Z11 111 __ I I II�II� FAGS of PA`!JF'- INSIDE FACE OF PUL I , - '• 11- 2�� 1011 1 1'', 4 t OF CONN 8 I 2o.o�.a7R N = Z0.07,21 R �o TYP Zo.o .14R ��I.�� - �La* GN CagD.DE 3 PLAN 20 PLAN DP SEE CLAN r22- PLAN DETAIL 2 3 _ ,� �ol� �15 3jg1+= ILpll 21 DETAIL S � 3/^11I_o, S5 �g - I p 6- .. �f% F . 4 - - 'LL, of ST.�L, cc�l..�r'►N r �NoTcM BOT. CORNER OF caNC. �ta12Ap� 13M WALL PA�IEIL . Coon ID)AJATG O CONC WALL PANEL / �� W/CDC. P,�SE i�LATE. � ©F ST��I. Gcx.OMIJ � DP ALL G�rRaDE $MS D14�a. OI�I DW(a. � _ -r q'� � • F�2 4 P� � EI NF FAZE of GoIJG P�IJ E�- PP ll. rl , v. 7�2 I I ��%E ? ��5 �o� / �- + �` - � ArJD OF Go�J�IE.GTIOIJ . CONC PIER, � Q 11 T/D St.A$ EL IDO-011 _ '�� °. -_ -v � D►J �A S� Scr�E� _ � � +-' CONTiIJU.DUS 12 CoNG I ! i= (� �n�eA /� I GRADE BM @ CMU WALL z - =�ililll i ' >� J°� � ;� `� i11 � of GoI.iNFGTIo>J � -�,_ � �. �u �� . i - + FDN A SEE SCHkD 1 1 + FACE of Go.IG WALL PAN F,L 0 6 - _ o V , N . p. LL T/O �ILL•F.DLu �IF.�- I li AID OF GO�I�IEGTIU>vl C.o�1G PAID F_I_ C,oN �! E.GTI v+J D�II.LF.CD P 1 -O CMU WALL_ �� lols5 Pole To �1 I.LF.xD PI e-� X. 71i-1 i 5 L-0 GATT c .l / Z �a�DE F3t+�l. @ DODO `�, 1 2�1 T7'PIGAL- E EAI-- I TaI l_ 20. 7.33 ETAIL 2� PLA!J DETAI 27 FLAN DE.TA L. 2� I��A�I DETAIL ss 25 D � /� LO 3 it _ I! o11 �jGj 3/q" � 1'-o'I 5 � 3/4 = 11-0 5� 3/�"� =11 0� v J , w R - W D- i ' 0 ERECTION BOLTS FOR 2-3/4' 0 ERECTION BOLTS - J61ST FRAMING TO JOIST GRID a EACH JOIST GIRDER GRID GRID GRID Q GIRDERS Q COLUMNS. WELD C�Ee JOIST PER NOTE. SEE ONL M 4• yZ' MAX iE 3/8' x 4' x 0'-9' CENTERED 1/2' MAX OM i T P�F�t"I JOIgT @ 5fr'f F ® TYP ALL JG �� ON JOISTS AT SIM ONLY I � SIM 1/4 3. 1/4' 2' ERECTION AFTER JOIST I , ZPA WELD EA END OF � ROOF JOISTS PER EI,. VATS I JOIST SEE PLAN f , I I SJI SPECIFICATIONS ' d I , I Lf I I I I COLUMN CAP TFi � Go�1C. WALL PNL. i � I I I f� -''/4 ►�Co« x o'-&" - DO i TYP)3/6 - }I I NOT WF,1,D TO JOIST 2 � I � �4" x6' xO'-6' � I 1 COLUMN CAP PLATE ANGMESOSEE N CONNECTION I ' 6OT. "Ir-p L4' x4' x1/4' x0' 4' JOIST GIRDER ® i I I WELD TO JOIST GIRDER o ►_� I I I S�E DETAILADDITIONAL INFORMATION p j -� w 1 LI' ' xI' ' x1 ' BRACE FOR ADDITIONAL INFORMATION < W w f�, "x8x0'-b /4- fy"Q1 �4" DO NOT WELD JOIST JOIST GIRDER SEE PLAN AS2REQUZIREDeBY SJI p Z SEE DETAIL cr z Z4102,0(o N,°-. N HEADEp STUDS / H.5•� EA GIRDER BOTTOM CHORD SPECIFICATIONS S DETAIL ® N DeTAIj ` TO STABILIZER PLATE DETAIL li JOIST GIRDER 2 DETAIL 3 DETAIL 4 W W CL O'. 3/4" s � �-00 56 y4" : V-0" N _ 1'-0" 56 3/4" U Q H a J z Q -RID x a Q x cf) W a } W W r 31/ X 31/ K1/ / 2„0 CoIZID L 2 GON - w/ z _ I/ CON"( EC h a m �- a ANC�L.E SEEe 2 - T x4" HE&DI;I� STUDS - 4'-O" , FOK SPLICE -- 4' NEADED _ yEE �?� I�R SPLII/Im EA oic, Max ZPoGINC, -- STuDs - TOP k Z ,IDES --� '/ _ i SEE rzA Ili,` ` n_-- 'L HEADS D STUD e 54 A. JOI T � ;�� _!� I 1 0 - ,JOLT C�I�DEK o —. 3j "'�, _ TT/O EMBED _�N / �-II, BEa`�I L 3''2 x '�/Z X 1/ GON'r I� - V, , N SEE PLC LL' `V SEE IZA FoRa�Pc.IGE SEE PLAN T/0 BEAM JOIST 675,>RINIa �l.F�• T --- - - �- 5�/,-HEI2 �i Co TOP bAGK SEE PLAN, 1 t ,� 4 - BRC,�, Et.: - - � - � M I N _I Q - Z - I" 0 HOLES II\l P�aGI� - -- -- _ � i •JOLT C�IRDE� �, /4 Li 0 JDItJTS _�N �, I SI I� 1� X 42 >< W M Z 510 -- _ ° a L x 4 x 3/8 >e I- Z. I,Lv rt 4 PAPS 1 -_ 1 3- 3/4i1 A 3 S G BC(-'TS 0 00 I„ HOLE Z TNUS HORN 5LOTTEP HOLES Z M 00 `o . 2 00 I/4 Z 4 x Z-O' 4 3/ 14 TYP ALL SIDES 35 00 /4�, X >< I'-�'� W� N 0 �/4„ R 1 O' "'/,� " - 8 - �/41% 4s x 4" N. 5 . 3 T_ O m EXP. 6OUTS - 4 3- 4 X (o-O - gOLV TIGHT MnJ EM[3EDMeNT TO [3ACI; OF• Z1�' I FOP REMaw�ER OF CJ S /c, TYP cn a z ►voiES-SEE 8 24.�Z,I� o� 24.01.07 24,01 08 �q. �� ;; 24.0�-10 T I a DETAIL �� io DETAIL � P ETA l (_ � Ea � S(o 3/4it_ I! p1, �� 3�4., _ I'- O" ZONE 2 S(o I1/2" = 1'-4" ��e, r'�z I. ��. Slo 3/4►1li �„ 1/4' CAP IR FLUSH W/PIPE AT PERIMETER PROVIDE �jTEE L JOLT OF CONK 4 STEE L_ JOIST 7 3'2 NOMINAL O X-STRONG PIPE PUDDLE WELD a EVERY �A. f� BOND BEAM W/ 2 - 04 CONT 16 DECK FLUTE OR 6' OC. 11 1" TO END OF JST I ASTM A53, GRADE B • PROVIDE 2-PUDDLE WELDS WELD DECK TO SUPPORT MEMBERS CONC WALL PANEL �� I T/O PARAPET SEE ARCH 122'-0' (OR 3* OC) PER DECK FLUTE WITHIN WITH A FULLY FUSED 5/e-0 PUDDLE ° •° R I' X 8' X 0'-8' 10'-0' OF CORNERS. WELD. PROVIDE 7-PUDDLE WELDS 5Cv FILL WALL SOLID PER 36' WIDTH OF SHEET AT ALL ABOVE EL I IZ OII l '° 31 I L42A 2x4CONTIN000S TYP , �' m+ SUPPORTING MEMBERS. ,/g 2 I - - - - - _ - - - - - - e 3116 1/8 FOR ANGLE SPLICE SEE /4 3 JOIST BRG SEE PLAN -- -- - �' �� N GOKJT LED&ER• AN&LE STEEL JOIST - SEE PLAN 6 -� w _ „ ► F0� SPL I LE - `�e6e I T/0 PLATE - -c • L4X3X1/4 X0'-6' LLV %� (0 5TL �, 1/8 I I JOIST SEAT W S/i4p" ST►Fi*- + �,, - - L 4 x / 00 EE FLAN •y a► � SEE 2515� JST BRG EL ° � ° JOIST BRG ELEV VARIES ,�+ ,.' Fob L r� -SEE PLAN SEE PLAN S6 I� CoN ti. I 2 L I I JOIST GIRDER -SEE TOP I� W L2� X L FOR TYP BOT CHORD STABILIZER /g Nol21z Et, I1-Il'i' ° L6x4x5/6CONT �� 6• R - NOT SHOWN + + 4 ; R-E�UR•N 1/4 , , 3/4 r,�" M.S• T.O. BOND BM °a�°- „ f, 04 ` • TYP 3 Z fU STEEL JOIST P-L-. I I Z i oil °, 3/6 FL 1/4 x3 x0'-5 J S T CL I I yA- CTIZ, o + FASTEN DECK SIDELAPS W/ �� `+ �� 1 `; � TYP \ 1/ EM BEDDED F� @ / � I I JOIST GIRDER SEAT SEE S6 I -SELF DRILLING SCREW : 4BEAM �1T MID SPAN TYPICAL. + � L BOND 4 CONT,/ 3�6 2 ►E �/2"x3"xO'-8" � PLACE SPLICE 1'-0" MIN FROM SPLICEI I JOIST SEE PLAN FOR AREAS • ' 1 -CENTER ON ANGLE CL OF JOIST z REQUIRING INCREASED s FL 3/8" V-4" TS COLUMN SIDELAP FASTENERS. x1 -4 'x1 -0 W/4- - ` Y4"DIA. x5" STUDS Q 8"OC HO TYP 2 4. 01 09 TqP �i6 ICUT 1/ 3 " 14A 9 BOT ANGLE _N WEB BEHIND ND PLATEE OR s6 SPLICE 1 1 �5 DETAIL >> TYPICAL DECK WELDING PA RN 12 DETh I L 12A �eTA►� 4 I ' 13 DETAIL_ Z sb » _ , NTS 5% z,/4.� = I ' O" SCo �/4' = I ' O' SCof-II ` S = O 11 i 4 DETAIL TYP 4" - I- 3/4 - 1 -0 e S 6 5/16 - . I A R Y2"x3"xO'-8" 1/z"MIN. 1/z" IN. ROOF DECK C' 2-% OUPEDPER JOSDLE DT ip7 r ly2• B 14A DETAIL EMBED R 6 A PER I � 3/4" _, 1 -0" I I S6 BEAM & COLUMN 41/4' 3' TO EDGE & D OF JOISTS I I 1/4 3 . I I L 21/2' x21/2' xI 4 CONT I, I III I I" END OF BEAM WELD TO JO EXTENSIONS GRID BOND BEAM W/ 2 - •4 CONT ' 1 BEAM & COLUM I W/ 2' OF' FILLET WELD JOIST BRG li I , i SEE PLAN ! CONN VN E e r T/0 PARAPET SEE ARCH S8 VN ° % I 1 CONN - SEE TYP ° oe I w/% x4"xO'-8" @ SZ STUDS I I p � ® BM ° ° ° I I I L 6' x6' X5/' XO'-9' COLUMN - TO COL 3 PLATE SPACING - 16" OC I 2 - R C L PER i 2 O 8' COLUMN CENTERED + � CAP / WITHIN 10'-0" OF BLDG CQRNER� I I I�/4 ON COLUMN THUS: JOIST- i 1 FILL WALL SOLID I I I r ABOVE EL 1 12' 5" a ° L3z.32,,1 CONT I BACK , I q. JOIST GIRDER SIDE L 3 , L 8*x4x1/20 x0'-(o2 W/ A325CAOLPLATE W/2-3/4 ' 3�6 FOR ANGLE SPLICE SEE I I W r OR BEAM ROOF DECK TO TS /a 1 1 NSA& s 325SC BOLTS- T + I I �� TYPICAL N m NOT SHOWN 1 N EA PLATE m o S6 T T.O. BOND BM JOIST (V).BRG TE: JOIST & JOIST XTENSION AL i� Y4' x 31/2' x 0'-7'/2' I12 8" SEE PLAN VARIES GOhIG WALL NOT SHOWN FOR C RITY W- N x101/2' XI'-0' JOIST GIRDER, �) PAl lE -_ __ __- 1 BEAM OR BRG (� ' t BRIDGING I LATERAL LOAD TO 1 - EACH JOIST SEAT (V) VOID 2(3 DETAIL a �a ,DETAIL » DETAIL I8 TAIL _ I 56 » 16A 0.6K S6 I W% 2 3,/81/DIA'. EXP BOLTS .1 VL" = 1`-Q" ►- t- � 3/4 T 1-0 3/4" = V-O" 3/4" = V-0" _ � '24" OC IN GROUTED CORES m a- o 1 JOIST SEAT DESIGN CRITERIA AM I '' 19 D E TA I L (4" MIN EMBED) a v BE S�CONC wgLl PANEL O 16A DETAIL ► STEEL BEAM �,/ , �,',2" G S x 5 X 5/14o" 5 E F E KI �J 01 bT6 �,�� , A ,, I s s Q NTS \� Ft 1/4'X S"x O' 6'1 w/ LONG SLOTTED - `Z►` Z\ Frj(z co OF COPE AT AT JOI ��U - FOg I COII �/ . U - � COtJNEGT► N� SEE 7 - - > > > �� 2 R I r—• �. I 57 57, �.oJG A.L 51 '� 3 3-12 / / oc 3 HOLE I f� GD�1T 3 2 x 3 2 x¢ ILI 141 I -,,TI F I - j ? j . —- r - - 5� G x3 x 1/4• KICKER ESE / o r C N L 11'(1I�. LJE f I' -- - G W .. 14 X ZI/4 x I L 0 z 1/ �� L 3x 3 x KICKER TYP I�IC.ISER 3/IG LLB _ 3/6"0 LUU WELD a E� = 2 2 - � 4 °-'Q w/ 1 - 3 5OLT - �/4 /4� �" N�-D SUDS 1/4 4 I 2- �., BofUD S .I. -CD'► GMU "'/ C 24"OG Ski' CO►JG W�•l-L- fc CIF._ FE 3/8" x 4 "x O'- 6" w/ 2 - %2 "f� x 3„ uG ,N/ Z - A 4 T HEADED STLIDS W/I-#4 TIETal Z4.03.Iq 21 NOT USED 2Z DE1A1L V4 AROUND STUDS 3 ��VO I D 4; cL:tivrl 2 ocA l' rz+ (�ETD�IL rZ5 P�,�N DET/ZSN - I I/,,' = I'-O" Gj(p 3/�- - -0 53 53 5fo '�/4N = I =4" Sao �•I.r's. A.L APPROVED. FO V) _ 1� R PERMITTING 17 2 ❑ AS NOTED ON PLANS JOIST PANEL POINTS -- --- -- --i JOIST - - ---------------- - - - �•f"9NS - Ts50 ❑ WITH ATTACHMENTS h t TOP WHERE CHORD, LOADING IS L6x4x5/6 (LLH) �� 5 A�i�,y��l'�+ k r NOT WITHIN 6 OF JOIST -4-CLIP L's 5 x5 x x0'-5' v WITHOUT �— >< CHORD I a EXTERIOR JOISTS �6 " - S' PANEL POINTS ADD Llxlx/g w TYP (5/�' ABOVE FRAMING L's) AT -- ql T uq�� LOAD EACH SIDE OF JOIST - a ' JOIST PANEL POINTS AC 7'VI rI�,�T�' LLJ 1 n u 311 I I By FIELD WELD W/''/e' FILLET - - _ - - - - _ - _ - TYP a N v� I a � 1 LCv x4 X g I /- s /4 L6x4x5/ (LLH) `" I 4-FRAMING L 's 4' x4' x5/16' 1 x I L I" LG1. ate N Q I I SUPPORT ANGLES (EL T/O FRAMING ANGLES EQUAL TO EL T/O SUPPORTS RTU CURBS o � � II i ��.„ A ;, ,. . i1 I I �Tv� I !_ IIx C.f/ I 1 -+ESL-YY ii U. C8x11.5 INTERMEDIATE JOISTS. 116-1 I I OMIT WHERE EQUIPMENT LOCATED N WHERE DIM ' X' IS 0'-8" OR LESS Ir' - - - - - - - - - - - - - - - - JOIST WITHIN ONE JOIST SPACE a r THIS ANGLE MAY BE OMITTED _ _ _ _ _ _ _ I I """"""------ • - ...._. . _ O J `' REMOVE DECK INSIDE RTU w I cr O IL C ~ w CURB AS REQUIRED FOR NOTES: I I DUCT INSTALLATION a. FRAMES SHALL B SHOP WELDED a I I uj AS ONE UNIT W/ FILLET WELD V) AROUND ALL CONTACTS AND FIELD n _ WELDED TO SUPPORT MEMBERS 3 4 W w TYP - W/3A61 FILLET WELD 12' TYP 2, VERIFY OPENING SIZE & LOCATION `InT OUTLINE OF RTU CURB - W/ MECHANICAL CONTRACTOR � AILI VERIFY W/ EQUIP SUPPLIER - - - - - - - - - - - - - - - - - - - - - PRIOR TO FABRICATION OF FRAMES I BOTTOM - --- - - - - - - - - - -- - JOIST 2�1 D�TAI l�. CHORD-`• NOTE: WELD DECK TO RTU 1 JOIST PANEL POINT SPACING II 1 I 1 LOAD I O I O SUPPORT ANGLES a 6' OC NO -Z DETAI �� DETAIL -%80 PUDDLE WELDS 2¢ TYPICAL ROOF OPENING FRAME sb V) � 3/4' 1'-0" 56 �„ = 1'-0" NTS , ° 4 _ \irk 57 ONE. -SIDED CHANIJEL CONK AOD L JOIST • , THUS- Z- -k" o BOLTS �. JOIST 5 4 4 ir Ate; o L 3 x3 x %q x 0=�" n (� 4� 2-12 3 2-12 L=J C9 x 20 T\�'i� V S JOIST 3 2A @ CHANNEL I`' TO P � 3/Ib i6 L4 x 4X �4x 3� O�� VE� FY I �I(o 2 S BEYOND RETURN 3�� I TO 5PAN 2 P►JL Pol T5 IOIST — I OF b _11 TOP 4 E N DS C9 X �0 5 — — — F� 1/ 4-0 OG A^^ yl Lax x3i �Lv NAl1 67 / 19��I -N - - - + - 4 I L4X4 x /� 4 @ d /2 56 HANG9R SOD Cgti2o 3✓4' 2A PLA N DETAIL - --- r--- JOIST 3 t / �_ s7 L4X4 x 6/icy VEPIFY TO /icy ADI�t. JOIST - `� G9x �c — — _ /� -� BpYONO L 4 X 3 X % x I -O" L-LV C'J 515 SPAN Z PANEL PDIPlTS \ 'i2'' REt L 3 x 3 x ii4 x �'_ G" ® �tNA1ES H4NGER ROR `�' N _ `� e ToP 3 GJr�G kAti QAN,i `J J L SEt 3 L1N0 L 3 x Zx3'1(." LLV NOTE- VERIFY EXACT zo W x -7,,2 2';0,12.' ROD LOCATION WITH _ > �_- CooKDIWATE LOurio►J W/ _ _ S7"01.02.0 EQUIP SUPPLIER L 2 x 2 x I(o CAA -EXTEND TD 57.OLB�.O 57.01.04.0 of C.°rl-`(zo� �T � w 0 o �mz DWUERS Poop IWSTgt LER 2 PETA I L A TACN�TD ND NAtsJE �� TA I Z 3 V 4 DETAIL `T I1 �Z�� L 57 1 �2"= I-o,l (2) IZ-Z4 x '' �TEKS L4 W/ 57 NO SCALE I - PLAN DETAIL /g s� �, I o'� =t -O cr Q a 9 S7 I, �, :1! �� -, - � SCREWS TYP � � �, � Z �, � a J a - q WELD DECt To DRAUSTRUT „ x 6-4 x 0 5 5 17�AG S-'�UT NOT e G" OG W/ 5/8' 0 WELDS SEE PLAN �cT FAGE of . warww • - T p S �L SHO Uvl�l FDA GLARIT� � x G.M• IJ. SEE�vi - NOT `�, _ TS � (p SEE PLAN b V -•S�� 8/S� rah ,�.� � ZI,�� A?O� 17k1L5 F Rai NF �R To M�TGN I�JaLL REIr1F -- Gor�G w'A _� PAID z - r Z I/8 1/ Z —_— L �Ilo /2 1 f30l.TS I I/8 � �o _ 7 -1 co 0,/IDE POGK TIN r of 3 xC�rlT. SElaMEI�1T fl,`� h 4xI/Zrp'�' FOI? ADPL IN OSEE J51 BRU EL r-04C W'-LL �Pjl, Fi' H x g"" w -To FIT I�JaLL GurcuE ` r` EE PLAN FUK J06 Ei* V. I T r I t EL= ►19-10�' ROOF: - - - I - C8 x 11.5 -COPE L to CB � I - Er��E✓ � 3'8 x ,, r, +- FLANGES 4 GRIND AT fi c� JST TOP CHORD i I I 1�4 I I JETw_ Z' 1'Z x 4-"I Lac: w o f�. 5 SEEe - I rlc��.C�i% 51L1,IXa -�)� r v w M 1/2 11(, x 1- (D I C 8 " MUST BE CONT �M -SSE PLAN NO 12 Z � M o PROVIDE FULL PEN WELD 3 2 Q o0 �� '.w ao \ N PT FE �/4 x 5 x l-0 - 1 LP ANY SPIES Z_ Ld �4 FaN � W � NOTE = PRAGSTRUT EXT�►�I�IC�I�! DESIvN w o PRAGSTRUT CONN S /�•XIAL UL>A,P = I Qk z a - ONLY c� SIM S7.o�ZDq. ( o A. � % DETA I 8 DETAIL ��14 I L 10 �1�GT 1 Of�l E OF WPL L FAN L Q f " GOtJ� WAIL Q - - - - - E,!✓1,'�E.p r' %2 X 3 "/4 , 0'- 5" �� PANz� 19 6 x 2'�o A70�o D If 1 l.S 6c M U I.J A L L — -- �- `"�/ �/�j LW yD5 ��- !o Of G - - - - - - - - - - - - '` VE I F y TN ICX4,4E55 OF -- TD M Aro►-► >1a.�,L �E�s TS ro x �oiUAL FI ELD�� x TIC NS - C1R FE ou TS I� G`1 13.4 COWT F v EM�F-G I T t/G Stl EL CL. VAF-IE5 Fv IzE1NF 1 �- - --- ems. To I14-O SEE PLAN I �'g 1,q- x O'- g` R SEE PLAW Gp.P IE 2 TS G x G - I I Tit x(o l L L- '4."�TS LUNJ Ile" STIFF It s N�ADED S vD5 Nl S¢ F S 51_ E �l 5 -1 Fog I�INV SMoOTHTY �'I TYP 2 PLACES c lc. �a,L_L PANEL- \ EA VERT TUK 3/""v 1 L T1/P — — 1'fF TO 5TEEL r3�At-1 !oI?Ir� SrIoOTH 1YP z 1 7 _ . BM •- 3SIDES '%� C��titccT'IoN EA.VERT TU$E ,t� , 1 3�q'�c•�EL. I<IIr7r�t - ��f+JD ; W1 (Z9 IZn� �� 14151 w II 3/16 4 3� x4-,co=B" SMOG 3�1�, I �i : - i 7, 2'- �� cf,-w, I�ID.I.I� St:E. 1 SCo Fv� �11 I / Z - /4" r0 &" h?v D5 ----- -- -- -- - �/ x4 FArF- JFE) x :: p�Nl%L I I fNIK.CAP F7- 2- w N 3' x T - Ar'!/Gv t, .,oIJ rl P3 2 S �LTS C, Co O aP 1 �-- TN>J5. 4 ; s 1 vas �4 CLOSURE 1 TYP OF C��, WALL f-NL 57.01 14. 3i IL �'S coy - I _ 57.02.15.1 Coy �:��.IGI'-=�"= w;�.. P�.►JE� DETAIL , z L) T ,\ i ri3 GT J N 14 DET I I D TA I A S 7 3/4_ = i -O 57.02.1(.I S7 ('' _ - D5,7 s% q/4,_ I, o S 7 `1/ = 1 1-0 4 to ?S Cox(vX 4 COWL II WAI_, r/\%, T0P 4 B®T. CHORD EA SIDE WEB- BOTH SIDES 1 -� � 4 STIFFf� L SPACING TS (vx x y4 X 4'-8�i� vEIZT.S TYP ��$ 2 OF 6RU T_ I ...,��, FOP SEE I N w�� e Z �Ar E� 0 II ------T--�-3�Ico - -- - - - $ • 1 i , I .- - ( N 8 SPA. @�-11ft �'/�'(t� -� B/o TS -- _ 391 C) L= IZ4- 7" I ---- - B G FL I/4 x Z" x O 5 n L 40 - 7 I/2 To� VJA_ ` PN L I X / / / C9 20 ASKEW L2 Z zx 4 TY > N W J I � WELDS SEE I 2 x Lu a - . JOIST GIRDER s8 o o 0 " FDA BM WAL NIJ SEE sg 57.02 . I to. I S7.01.' ARCHITECTURAL T T S6_9� M. 0 57,02.20.0 ICE CHI ECTU�AL RUS 17 �lo�' Up 18 !�vT�c��FT IL 20 ETA IL (NOT USED) O� (x i3e 57/�"= I' r7 _ , , 2 57 `� 7 5 7 I'�Z" = I'- 0' 3 ,, X „X I wx _ 3� 3 3i4" = I'-d'' °C LM B E D �. T o ' _ 3/ _ wAJ-L P4rjer L - Tyfv GAT. _ 4. BEAM SPAN ED HOLE PARALLEL To 4 5 0 C7 2 - � x ,b x �oJ� S L)r - � ' �"� �" � Fc�R c�•R, TY 3/4„ 9( 7HK EADEP STUD WELDED TO N T 3�� EMBED f -FINGER Tl G,HT�N N UT $ (L T/ TL)bF Ir_ = t 13 A '''I:ZZ �,N - - _ _ - —T— - -- A? 22A d - E -7/o ,) ; _-. IZ� A' 1�ov- :,?S o� _----.� . DF�-I� �'�LFS AT 2.00= � UPSET THREADS - FOR BM W8 SEE 8 `G=- Jf� c -,� c� - �l ;�Q- *�IirZZ VERT LONE =N 1/4 AFTER AD�USTMEl�1T5 � � � - - -- \ T 3 _ w/ L S� TT� F+ LC - . `� 4 x 4 x /g K v - LO Jv GL P A�IC�I� FI I�i;.K- TiCa-I r I��i- i 51,4TT Eta 3 „„ m �\ • I I 40'-7 w/L.ONU SLOTTED > Gvt.1T 1'c7 -v A�1D U�S�T T�I� - - (� /8 x 5 x -- I HOLE• HOLE PERPENDICULAR TOW 5PAN o ----- --. � 3� x l 2 x � -J w% � � ��4� � x 3' LJ;; � L _ � ANC�l.t Su PP � 51 M _�_ _ - I - ��- c 3/4" BOLT FINGER T1C,HTE�1 E 1 W14 E w UPSEtTHREAP5 l +, o x t + 1 1 4-" L1J z = T CLIP Lax 4 x 3/g" x 0'-�"(LLH) — - 3�� 177 ,\ I AT ( 3/e" DI H - - - I W — ars. - 3 A ✓ D �Ar' C-L. I P L4 x 4 x 3/8 X 0'- G" AT > in Q 5, �, Q N G �1G WALL A��.1F L Z' �� v m STEEL BEAM w/LON(a SLOTTED c O x= NOTES : I . FOR ADO'% INFC�RMAj� ��•1 iE E 22 2 2e , rJt..1. III=T�-P•'iv� i7:TT - - - - �_� FO All CONST a� o `.=7� �7 t �7 HOLE PARALLEL TO BH SPAN - q�C�} U -- 2. WHET<I� ��N�,t-T ►.� �s Ir.I niI Z�ANj MI- NOTE: FOR ATTACHMENT OF L CO KINr:T 10N W/ '/Q-' � C12 G� 511111_Al2) ( - GC�MPR. n�,p� L_ VAR- PAJE.a_ RE,sG FJLL DECK ANGLES, -SEE 2 Sl�i BM rz1 C�RAu I Y �.1D .A.E�L. ��P�o�-? 1D Ai L 22 22A `��. , _ AI , co- EA AGE IN 2A- w DTN 23 A! L a T� Ole 4 T Z ! A RAL SUPPORT DETAIL Z5 PETAI ( NOT USED) 5"1 2 - -o S� S-7 _ -v N2 4 �A -�E 24 Wa'� = N_ 3' 3L EA SAGEI'- O" III v! GIST 28 io, sT -- - - - -T 5-, 2 ❑ AS RIOTED ON PLANS ❑ WITH ATTACHMENTSQ � -•!o I GI''1U 8�, cMu S -- ❑ WITHOUT ATTACHMENTS W I — Y ----- -r Date ALIT L4�x4'x4" i,-I�, W 1�1ASH EIz.� T r a s .-. ._....... _a..w.. . IT�K' I,..IP_Lp I J I�AT-r-oRM � coN N . - --_ •. T ION C� 2Co DETAI L � �'' �.�'I" I _o„-W e 4.0 I ExTE fZi OIE PAGE of AEG H . P I til 15H GoI�G. BALL �_IZw-4 L�18 l 2z I u 5T F 2 L -jr- 2 Z a w Z. #4 C0IJr. FI u- I GOuR'sE AF3d�G N D !3M . - FU LA- �ANEL G�riN. I,Et•1CaTH of FALL S7 2 �q• GOt�IT. EMI3ECJI PL. �Ix 4' x FA1�el. �llrrrN 'r -113'- I O" W 1 8- SE E FLAN H EDU L E 11� x 11+ 611 H�Ic '(F-I ��Ar7�D A• SOL'('Ci -L NUTS-HPNv TIGHT * W EW Ouq I!FR N IrT -To ELT SECTION &4 G.M. u. hl/ Ado @ 24 / SEE 51 4 C�E. 016,0 I407-Es R72 ADD'L, IQFo ec -iv 24' � 2 4 C;NT_ �- (L• t71M. NORIZ) �l O�Nla 110'�0n w1 �e7 2" vE�T �I.l1i C� 1q 11 �aLT �r2N� nzw t7 E rg ,, ,211 pp -E5 I N S 8 ��I2c.LLEI. Ta WEB 2B DETAIL SS I ' I IIXf�IIXIuxO'II 311 L 3 4 gEaM 1�18 �-o � 14- I T� u Z EA • EN� 21 I s L1Ix n,�",( o' c� LLV w � ��' I I 2- ,sz 5 SG t�LTS CoL�j II I ISO I II @ 8j1 COLS• � looms}-- II � , III S E C T 1 ON 0 W 3nx 3uX" - SPIN, Tv I•-i<s•TCI� I E•G'�.ST GoNh-J - PAGING ''U,.11 MAST" SLIDE GLI P- 16 C71A• 32" % MELD Tv t-T.Lj. EL. i 23 -41' -- 24 3'X I�oj��A. I"1rL• STUDS S1 �r,-PE ' ��'I 1( 114. �I I GOLD 2d. L- E D G F INN L= L (2) 5 "-TYPE-12 PAN �F,�D S�R�I�s� I�I r-tCTp.L tIC A. L2(zllx �nx�11 G �2"% , I 3 i 1 �(o & TS=IIoI-7�" 5 �v -Al2X I rwejE To 'ICOLUMN CI..L.•�.) KIUK-EF2 SECTION 13101 L 3° Z ux-4' 2 X'' E7s T-rP @ USE L31Ix3'Ixlq'Ix0�'III @ 81' cols. 13E�,t`-1 I.11(o Gz DEE FE 12. SECTION L, 811x4''x IZ11x DI &�,�' LLV wlA32S 'Cle--I TS 3�IIx-S x0--1�II V-JEL EL.= 126� .4'I I . I i 5EE FLfi.N Foe P'GASI' • CLJf�I N T-rroE P.r�I d SP��IN1 15H . I' I � DEG 1::L -t�,u L r Q Li E � i �'cs+.s"j GoN N EG'� Iatil . SEE 23 � LZ12� 212 / 2 II 1 F': BAN 4 TYP I - \ �II � L311X 3"xi4•"-�SP�IN� Tv t�l�T�rl \ �- --� P'�ST G -A N . 5 PAGI Il-� i SEE 2 s3. ' ��u X dux a SI�.GI l,-G Tc-> _ SP�II�ICI. II__II L F��IxSxOI 6 t-IEAPECt > 5Tu 5. oN r.1. SEA 2 S3 c rru � L_=_I I I � q.11 G 12 orz G �i ; • �4x 4�d� 5„ 3�� I�LUG I�JEL17 ear-I-rnNcoL. - .✓r,,, z_# 14P odr ris. B GUI PAN F; L 3� - ro �FIr- - E U LJ.a, L L - EEI N I r02 .� .. W/�Z� 1211� � 511 • N. STl1DS 1 ✓ I iA\ DETAIL IQ,nVC 15�411 3 S E C T 1 ON S8 _ -- _ _ - �E� PLAN Fort DRILLED FiER SPAGIN � - I gl1 v l PE-: 12 "�I I vE 41- o"1, T--�P C' 2#- 10 LAp DRILLED #4 ET I@�" 18" C TYP I moo, L� G-r Ij 2 Igi�/ 12" x 3Q•.I r v 'I ut'.l MAST" I (o 67^ . SLIDE GU P To I I--Ir L . STUIn n �I1L coL1D r1cl,LED c HP.M G I- MID- SF�N TYPE "sJ" e I!v" SEC �2Gr-I• Foy. FINISI-I � " � CLFj23 4'I !—jam 3g'r1 +K _- GdNT 22 22A PeECP.sT �_oN1J . -� E I TAP::�:H 5EE F��►`1 F CoN I`J . T-TP E SP�II`l�t. —---� 41ZI Goric. FNCL �r -- --- -- ---- --- --Em 3(0 3-12 �rZILLIt�IG �(ZELJS �II-rF4 5EE 3 s S Foe q.� 5E� 12 @ ' L a, P MID SFm-j �D• 2 "� �q•'1 �pcl N Gj' To h•-fp.7G�I P' ca.sT: cor`I ►� . SP�.cI r�t� - 5EE 2 I53. DECK R�EARtrl�a � _ Gq x 0 m �P�E12 S II-ol1 I�N� I&C,A. �uD wALL - L] gpafJEL EL._I10I 01 1' SECTION , 2>`Z�•I �aA• �j''gl Sfi1n-GU•T 1%I T $TWN A- ��S YFRT STLtG� • I . •I "r� I l0 C� D•. F LoT ^ L1L A 2 F 5g' T�f PE SDI 2 1-0 �-1 PPoR LE HFAD ScgEWS gY U.5•6A PP°p►ZoJED EQua.t, 4 A DETAIL SS `1.2 � �J R�I✓D G-r RADE �M D�� Lt� r� la 13- I o �B-� l-a.P1� M- 5 pN �E� 5EE PL Cvl-o" MI OR (a�- I I G18-ID �1-v" MID *c-6 lad to G(oND P �FI�Gi g-'r �g-� - s>%F SEE Iq y5 LaP SPAN S-41 EE ��4�i� L�>P yPAN w� -Grr�• w�LL � 1�L�N / 2 2# 2 _ 4 O I q d 2 <0 �.. 1 I i 1 ' .. L*gph ` DP2#� P �17 4& 7WI, -Ff I SEE �a8 4 i �g-q- 8 5EE CaB-4 s-8 51M. IIq- [�' II 5-851r-t. \� I I it II I /� /f, j�� /�d /� �,I, J J 11 �I I q II LJ 12 L ICE% '1 a, "T 17 I@,/ Ilia/ *4 d' IC; �.I@ 4 d' I?0 1 IC�� 4 d' I@3 I�� A- TAP G 1T. @ I �'' G�-IT. I Pj'' G0�'( �' I $" G�N'f E I �j" Got`t(C 12" GpN'r• @ 12" �� I� �� ' (� I �'ji' @ ° # + �' 1 ��'I I@��#4 d' �) /) / pcDD' I,. I l�1✓0 �.� � t $" G�'I' � I �" GvNr � I �i1 � 12 � �q• 4 - GILLED PEA DIzILLED PIEl 2 -FILLED ��e FOR PER CIN z- �'' APPROVED s Gt1R�F D CAI I�aDF M ill ,� a rVt • I GU R��D la RA•pE I �� lioNG. ►plat-L �T ) PLAN AN FLA-N �, rT . - s EE �Lo.N�-o-�r.�Pa.l� L ❑ AS NOTED O� GdNG• k1QLl- �lE pL (aQA E M 2-0 �iONG. —3 �v'P "� G-1411 s�ENTs O1� - — w°,� r wa.t.L ❑ WITH ATT� i� 2 #� I� 1 2# Ti P:.CHMENTS �4� r�NEL --- P��- -- 2 g C] WITHOUT A 2Date (_' TID.P 2� 1 2�0 �� D.� _ y /( �- I I L /' -f'� K • s •8 `j.' J �' 1 �., l _ 4 CJ4 �Ih•I EL� +CSTp�N _ p D ''.r,:. �'i T i I + �v f� I t `�1 't r �_ - •I -� �" �q- d' IC I '' � �' I ��'' iC�" ��d' I@�i1 I@�ii1 �q- d' I@�11 • ..---,,.,;...-._r...... WAL If GF-�� C-51 �-1 11-I- `1�Yp 2. � � � Zq /�5 I%a►2 T-�P ��Ti otl 'r'�lzl1 FAT �a 2ADE 0I✓I , G• M. U . wa.L (, TYPICAL DETAIL OF CURVED GRADE BEAM TO 7 5 I K A I U I-1 I u KA u t ti IVI. S8 0 Z w = o>� ►-w3 w W cD w il,-xZ0Z c�ozw cco mQamir U) U) a J Z a L Q X a X 0 wa>- ww �4 ck v . wo r.-) Z ch 0 00 1- tn 00 z(Oo $wQ�°° Z w '0 N �oN 3v�� 0 zw~� 0 Qv o J � Q V1 Z 0 W 0 W D Ln r rn T O o CO 0 Q N W m Z o U D O Z r m Q� Q a O = V T Ld I Z g Cc o T X � cY Z L.L C W 0 0 V W o V W 0 T a_ X W Oz WO J Q =� 0 �- Q� VU) W V � ZZJ QOQ W F—. V 0 z W W (n Oi6 W J B B 67/a" 1 _ 6'_9Y4, EDGE OF PANEL OF JT dK EL-122'-0 ' -4" I'-4" EL-114'-0" � EL-115'-4" "I'" , i- ..Ell ADD'L EDGE I REINF i 56 56 I i RWC SLEEVE SEE ARCH [P4'T/O PANEL T/O 9PANEL r BEARING BEARING INTERIOR s 1 RIGHT ELEVATION 146' = 1'-0" V16" = T-0" ..N OMEN ■M■M■ MEMO NONE ■■�� a � 1� 1■ I' I� J � 13 A I T I NTS v 10 0 8.2 O8 0 O6 OS 4.6 G 3.2 G G G I 11VI14 1 LLLV!-11 IIJIV /00 1 STOCKROOM & ENTRY 1,-0" 7? OL -122'-0" OL -98' -0" T/O PANEL BRG FRONT ELEVATION z — GRID B 1/16" = 1'--0- .2 10 EDGE OF PANEL 4'-11'/2"(PANEL) 5'/2" EL=126'-4_"_EL -1 '-4" 5'/8"(6" CMU) '-4" H" 3 510 E -11 '-0" E-110'-0" 4 EL-98'-0" a ELEVATION_ T/O PANEL BRG mV TYPICAL UNO FACE OF PANEL s NOT USED s9 EL-126'-4" 0_ "G„ � �� 19 I I u C.M.U.WALL II li EL-100,-oil ------ - ----� T/0 SLAB 10 ELEVATION • 1,16- = 1'-0" J O L OA B v 34'-10" 12'-8" 16%eGG" Q�o 7/8 28-236-0 36'-0' 36-0 36-0 36'-0' 34-4 34'-10„ 12'-8" 7/835'-11"I I 4'-6" 24'-113/" 21'-3" 251'/2" 4 @ 25'-8�g" - 102'-10" 16'-7' " 131_81 " 21'-1V2 "" 25''22'-6Y8" I 12'-111/2" 1 I 1 2'-8 8'-41/z' 2'-7Y4" 12'-3" 51/8" 1 6 6,_8 , 2 _0 RO EDGE OF 3'-8" 7�/2" 8'_8" 3'_0', 8'_8" 3 -02 8,_8" 11_41' I I I 7 1 1 EDGE OF PANEL I PANEL BEYOND 2 -7/2 12 I EL-122'-0" EL=126'-4" TYP S10 2-"6 CONTINUOUS CHORD — — ---------------- TYPICAL UNO '' \ I EL-122'-0" I I I r FACE C PANEL T/O SI OL -100 T/ T/( LENGTH OF NON-BONDING CHORD SLEEVE' - 4'-0" @ PANEL WIDTH > 16'-0" 2'-0" @ PANEL WIDTH < 16'-0" TOP BARS @ 2" OC SEE SCHEDULE FOR CHORD CONNECTIO AT .PANEL JOINT - SEE ADD'L "5 VERT - SEE CONTINUOUS CHORD REINFORCING SEE ELEVATIONS .-==— HORIZONTAL & VERTICAL REINFORCING - SEE SCHEDULE <--- EDGE REINFORCING -LAP `�� W/CONN ANGLE DOWELS -SEE SCHEDULE. ,.�---- HORIZONTAL BOTTOM REINFORCING - SEE SCHEDULE FOR CONN ANGLE LOCATION AND SIZE -SEE S1 & DETAILS. J PANEL REINFORCING OL L=11 '- " I I I TYP GRID 1, E 10,B & L „B„ "B„ „B„ B„ „B„ „B, B„ B , „B„ „B" C„ i "B" i B„ I ADD'L I I ADD'L T/O SLAB I 2-05 x 6'-6" 10 s� 2-115 N U I I AK EL-100'-0" L-------- t 1 I �K:tz EL-98,-0" U 0 T/O PANEL BRG 4 LO" EL-97'-0" —------------- A2DD5 L— BRG PANEL 3 RIGHT ELEVATION 2 6 „ EL-9 PAN S9 E4.0" T/0 PANEL BRG 0 2 G 4 0 9 10 7%/j 26 -0" 1 461_0'' 46,_0'' - -- 1 46'-0'' i 46,_0„ 1 46'-0" - 46'-0"--- -- - 1 46'-0" - 261_0" 7y8„ S9 V16„ = 1,-0" L K \� H /'07N LEFT ELEVATION V16" = 1'-0" NOTE: THIS DETAIL APPLIES TO ALL OPENINGS UNLESS NOTED OTHERWISE 2'- MIN TYPICAL PANEL REINFORCING AT OPENINGS NTS ADD'L 2-•5 ( F } (E) (D) C B (A } PANEL REINFORCING SCHEDULE REINFORCING LOCATION PANEL PANEL HOR TOP & REMARKS TYPE THK HOR VERT BOT EDGE REINF REINF REINF REINF "A" 7" 64012'' "5@10" 3-05 2-"5 SEE PANEL NOTE 5. "B" 7" "4@12" •5@12" 3-•5 2- 5 7" •4@12" "5012" 3-"5 2- 5 SEE PANEL NOTE 1. 7" "4012" 05@12" 3-"5 2-05 SEE PANEL NOTE 2. "E" 7" *4012" 04@12" 3-14 3-04 "F" 7" 04012" 04012" 3-64 3-04 SEE PANEL NOTE 3. "G" 7" "4@12" •507" 3-95 2- 5 "H" 5�/2" •4@12" "4@12" 3-•4 2-•4 SEE PANEL NOTE 4. "J" 6" "4012" "4012" 3-•4 3-»4 PANEL NOTES: 1. PROVIDE VERTICAL REINFORCING OF "5@5" OC FOR FIRST 10'-0" FROM EXTERIOR CORNER. PROVIDE 04 @ 10"OC HORIZ REINF THROUGHOUT PNL. 2. FOR REINFORCING AT JOIST GIRDER - SEE ``OTC'' 3. PROVIDE VERTICAL REINFORCING OF "4@8" FOR FIRST 10'-0" FROM EXTERIOR CORNER. 4. FOR PANELS AT GRID LINE SEE DETAIL ® FOR ADDITIONAL REINFORCING AT BEAM BEARING. ,/2 MAX. NOTE BAND RECESS SEE ARCH FOR DETAIL & LOCATIONS TOTAL PANEL THICKNESS - SEE SCHEDULE TYPICAL PANEL DETAILS NTS 16 NOT USED NTS KEY PLAN 1 2 S9 S9 KEY PLAN EL-98'-O" T/O PANEL BRG E-9 '-0" T/0 PANEL BRG PANEL BRG 1 _p APPROVED FOR PERMITTING: 0 AS NOTED ON (PLANS WITH ATTACH MB11TS WITHOUT ATTACH11 ENTS �y "I,/ D g� r r 12 NOT USED GENERAL PANEL NOTES 1. ALL REINFORCING SHOWN ON ELEVATIONS IS IN ADDITION TO TYPICAL PANEL REINFORCING SHOWN IN DETAIL . PLACE ALL VERTICAL REINFORCING STEEL AT THE CENTER OF THE STRUCTURAL THICKNESS UNO. 2. PROVIDE PANEL BRACING PRIOR TO PLACEMENT OF SLAB ON GRADE IN ACCORDANCE WITH SPEC SECTION 03470. 3. DIMENSIONS TO BUILDING CORNERS AND EXTERIOR PANEL SURFACES ARE TO THE FACE OF THE ARCHITECTURAL TREATMENT. DIMENSIONS TO VERTICAL PANEL JOINTS ARE TO CENTER LINE OF JOINT. SEE � FOR PANEL DEMENSIONS. 4. REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATION AND DETAIL OF RECESSES IN EXTERIOR PANELS, FOR ARCHITECTURAL FINISHES, AND FOR JOINT AND CORNER CONSTRUCTION, 5. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS AND SIZES OF ADDITIONAL OPENINGS, EMBEDS IN PANELS, AND FOR THE VERIFICATION OF OPENING SIZES AND LOCATIONS SHOWN. PROVIDE SLEEVES AS REQUIRED. 6. "T/O PANEL BEARING EL" IS T/O DRILLED PIER, GRADE BEAM, OR OTHER PANEL BEARING SURFACE. 1" GROUT TYPICAL BETWEEN BEARING SURFACE AND PANEL. 7. FOR CONNECTION OF CONCRETE WALL PANEL TO CONCRETE WALL PANEL AT CORNER CONDITIONS - SEE&� 8. ALL PANEL CONNECTIONS AT OR BELOW SLAB ON GRADE -ELEVATION ARE TO BE PAINTED WITH TWO COATS OF BITUMASTIC PAINT AFTER ERECTION. 9. PROVIDE 8" DEEP VOID BOXES UNDER ALL WALL PANELS & GRADE BEAMS CONTINUOUS BETWEEN SUPPORTS (VOID BOXES NOT SHOWN ON SECTIONS OR DETAILS FOR CLAIRITY). 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF CHAMFER STRIPS AT WALL PANEL EDGES. z o Z < �z $ Z 3 1z 2 aLLJ � V Of W x Q w �LWO Zcr-0oO —F-Mpp 9(n 00 w :500 Z W � N N �O� T�� ca i a 0 O _J Q L bmA z 0 > w 0 w � o 0 Q LJ O rn m z O w i V W CD 2 0 Y- m a) CL >_ T Z g O d IH z O 0 O 00M o N OV H O ' If 0 T� cn a x wz w0 _J „� •� Q W V , n 0 Q I > W J W w rn • .. � as � �..gy�y ,�•, a - .iaVll irp ��._,.ti r,.ii-: a .- �. A� _.. JOIST GIRDER ABOVE GRID 63 TIES 0 6"0/C FULL � � � REINFORCEMENT HORIZONTAL 1-•4 CLOSED TIE HEIGHT OF VERTICAL ENF0RCEM ENT LLLJJJ RE -BAR. / FDN PLATE 'A' TYPICAL 8 n TIE HAIRPIN TO EMBED \-SEEI " " 7%" •3 TIES 0 6"O/C FULL / SCHEDULE AND S,0 PANEL HEIGHT + + ° o :; •'�°I moo, -� �.' PLATE 3/8„x4„x0,_8„ W/ 3 60• c .4;�''� = 2-I/2"\x5" STUDS @ 5" OC CLIP L 4x3x/8„x0,-6„ ''': ,'• '- R` oR`° o (3" LONG STUDS IN "H" PNLS) (LLV ON PLAN) ° d• • 3 I ' :' ARCH R!FINISH OR FACE OF FULL \ FULL HEIGHT OF PANEL PLATE /8 x6 x0 9 I DETAIL HEIGHT -VEER REINF 1 6 1'-6" TYP I TS EXTERIOR FACE A•', I I PLATE /2"x4' x0 -8' W/ 5A 4-•5 �8; I /a 2-I/2"\x5" STUDS @ 5" oC a SECTION I/a TYP I 0 9°• „ „ „ 58 6-65 A I (3 LONG STUDS IN H PNLS> S1a 3/4" = 1�-0„ 5C 8-05 EXTERIOR FACE °. , = os:` 4 50 10-65 20.07.30 OF ARCH FINISH 4-* I GRID = _- _ _ _ _ _ _ _� -;�;, S1 5E 12-05 s TYP. PANEL RE —BAR AT JOIST PANEL • NOTE• 2 CONN THUS PER •: s :. "4� NOTE 2 CONN THUS PER 3/a CLR CORNER TYPICAL- r =a `' `' �� ;' CORNER TYPICAL- TYPICAL 5F 8- 7 1 @ MID -HEIGHT & �'�;=•' '�° 1 Q MID -HEIGHT & ..°' _ ° .'3z. VERTICAL 7%8" 1 TOP OF PANEL 1 TOP OF PANEL�!?�'_• RE -BAR (BELOW ROOF DECK) (BELOW ROOF DECK) Z s 2'-0" v ; '- 2'-0" 3„ • 03 TIES 0 6"OC FULL a �` O 1-•4x E 1- 4x PANEL HEIGHT s N GRID TYPICAL = W TYPICAL TYPICAL TYPICAL 20.07.30 a o 1 NOT USED 2 INTERIOR CORNER 3 EXTERIOR CORNER sia PLAN sio NOT USED- W m o S,a 3/4" = 1'—O' Sto 3/4" = 1'-0" Sto 3/4" = 1'- O- 3/4 = 1--0 0 W 3" �w I OF CONNECTION TYPICAL I/p" VERTICAL PANEL JOINT INSIDE FACE OF PANEL & 2" 2 2" 2" b ° ( ° ° VERTICAL EDGE REINFORCING OF CONNECTION = o o sJ .�� CONCRETE WALL PANEL I m `ebb- ---- ---7- VERTICAL 9 DO ELS N y ¢ o• a S1 A•� L 6x4x1 "x0'-8" (LLH) 2-•5 DOWELSx4'-0" LAPPED „ A PLAIN /2 o, W/VERT EDGE PANEL I ,3 .•°• �REINFORCING (FULL HEIGHT) , a CLR A ADDITIONAL •5 VERT t� i � .� � p I S9 � •�t�. •, a FOR LOCATION SEE ��y Na 2/2 M N RETURN EACH END BOX OUT a �i6 I w/ADD ONAL •51-15 0BOTTTOMQ REINFORCING- (FULL WIDTH) A I A L2x2x%"x0'-10"00 ' PLATE Yr. „x4''x0,_6„ � HORIZONTAL DWL �, a / - - - �d NOTE: �j w o A•° I/2" RETURN EACH END I I I °� -DETAIL SHOWN FROM INSIDE - � 00 •°• his-c�--'----------- OF WALL PANEL z ( a 00 T/O GRADE - +,{..: tip. o0 �w- BEAM OR DRILLED CHORD REINFORCING z o N EMBED PLATE W/HEADED STUDS I O � PIER -SEE PLAN & SCHEDULE 3 3 = w NON-BONDING SLEEVE EACH O O 74 ' 4 I/2„ ,/2„ - SIDE OF JOINT - SEE 13 'o w c - 3%2" 6r, 59 `n a i DRY -PACK NON -SHRINK 4 TYP o 20.07.33 NON -STAIN GROUT 20.07.34 20.07.35 20.07.25 25.01.23 4 •- d a DETAIL s DETAIL 10 NOT USED „ NOT USED 12 DETAIL S1a 1 12" = 1'—O° S10 1 �„ = 1-0„ S1a 1 VT = 1'-0„ S10 1 W„ = 1'-0„ S,a 1 12„ = 1,-0„ JOINT J 5, 7 6„ 6„ w z �}a �- FDN PLATE 'A' TYPICAL 7 I EMBEDED ft PLATES - SEE 7 b- w r ~ " - SEE SCHEDULE a DECK ANGLE S6 I I I SEE 7/ S6 5 R ° S6 oW zz EXTERIOR FACE OF ARCH SEE 7/ S6 3�6 S6 R; 9Q < O o \ FINISH I 2,_0" o 0o •5 THUS: o / VARIES + OL PLAN I L I•'' y Z EXTERIOR FACE \ I SEE L ,� I '� O t + + + + + , o OF GRADE BEAM , I 17 + fi o FOR GRADE BEAM BELOW - SEES1 i 14--t------ r i SIM S1 \ 81 FDN PLATE 'B' - SEE SCHEDULE IL - - - PLATE PLATE DECK ANGLE INSIDE FACE OF PANEL & NOTE: DETAIL SHOWN FROM I I OF CONNECTION INSIDE OF WALL PANEL PIT WALL I � EDGE OF PANEL ABOVE T/O 12" GRADE BEAM EL-100'-0" - I � CONN 20.07.43 20.07.41 20.07.15R 23.07.17R 13 NOT USED ,a DETAIL ,5 DETAIL 1s PLAN 17 PLAN S1a " INSIDE FACE OF WALL Sto 3/4" = 1'-0" 3/4 = 1-0 S10 3/4,r = 1'-0„ o �4„ = 1,-0„ 1' 0" & � OF PNL CONN PIT WALL--,,, T. I � EDGE OF PANEL I I 0 z z 0 z N o U w + +T I u f w + +I N FDN PLATE 'B' - SEE SCHEDULE TYPICAL 0 EACH z DOCK DOOR r _ o co 0 �10 + •+' I U_ o � r � O co TYPICAL S1 + + I w m m Lo --- VN Q Z Y z 0 ti EDGE OF PANEL o� o u I , I , z 20.07.12R PIT WALL 20.07.44 ui a o ,8 NOT USED ,s NOT USED 20 NOT USED 2, PLAN 22 NOT USED r I S14 S10 3/4„ = 1'-0„ S10 3/4„ = 1'—O Z a o GRID 0 Lu c N 1,_0, 1,_0„ O INSIDE FACE W, GRADE BEAM OF co v '�^. W U u / CONC WALL PANEL IT 12" CONC CONCRETE WALL PANEL o I 0 �- PIT WALL i GRADE BEAM a I � , EXTERIOR FACE OF ARCH I , 3 i FDN PLATE 'B' - SEE SEE SCHEDULE CONCRETE WALL PANEL , i FINISH FDN PLATE '8' - SEE SCHEDULE S5 / / \ 8 EXTERIOR FACE OF ARCH EXTERIOR FACE OF ARCH / g ��,,•„ S10 FINISH „••ve ,' 6 EXTERIOR FACE OF / - - - - - - oz FINISH z / S10 1" z ARCH FINISH / aP g.g;Q - - - • ��P,e� + + + + W ;.A °A , + '�, 8 CONCRETE WALL PANEL / + +I I O ° I S1 + + U-) + + •c� + µi '$ice° ° �n Z OF PANEL JOINT & } + + + z _ z I I ° — - — Z • s ��// 0 j + + � l 1 4 OF EMBED PLATE \ + / o p / 4 •p \ S10 + + j W J o� i I� 0 V / + + L = c \ r - INSIDE F PNL OF WALL PANEL NN + + + \ / INSIDE FACE OF PANEL FACE O O °¢ INSIDE FACE OF WALL \ \ / & OF CONN INSIDE FACE OF PANEL FDN PLATE A SEE SCHEDULE ` CONN _ - & OF PNL CON \ // SEE GRADE BEAM & CL OF CO 4 _ ~ ~ 1' 0" � � i / CONN 3 CONN °'?;• r S5 1,_4,1 FDN PLATE 'A' - SEE SCHEDULE FDN PLATE 'C' -SEE SCHEDULE 1�-4�� 20.07.24 20.07.27 NOTE: DETAIL MAY BE SHOWN 20.07,12R FDN PLATE 'A' - SEE SCHEDULE 20.07,25R OPPOSITE HAND AND/OR z3 PLAN 2a PLAN ROTATED 90 DEGREES NOT USED 28 PLAN 27 PLAN s1a !a 3/4" = 1'-O" �° 3/4„ = 1'-0„ FOR PERMITTING: � ❑ AS . NOTED ON PLANS = ❑ WITH ATTACHMENTS ❑ WITHOUT Q � ATTACHMENTS f— By Dat. l/—�—g/ W al �Fi.�; t W LLJ J N H ROOF DECK ROD --- HANGER — ROOF DRAIN SPRINKLER DO NOT CANTILEVER CHANNEL SUPPORTS FROM A SINGLE BAR JOIST. ROOF DECK THREADED HANGER ROD SWIVEL LOOP- -- HANGER GENERAL NOTES: A SUPPORT FROM BAR JOIST TOP CHORD PAN POINT (SEE SPECIFICATIONS) B. MAXIMUM LOAD ON ANY PANEL POINT IS 100 LBS. UNLESS APPROVED BY ARCHITECT. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS C. DO NOT CHNTILEVER CHANNEL SUPPORTS FROM A SINGLE BAR JOIST 1 PIPE HANGER DETAILS M1 NO SCALE PRE -PUNCHED CHANNEL SUPPORT,CLAMP TO TOP OF B) ROOF DECI HANGER RI BAR JOIST SHEET ME" DUCT NUTS -- STEEL ANG�,- -PRE-PUNCHED CHANNEL SUPPORT,CLAMP TO TOP OF BAR JOIST ROOF DECK HANGER STRAP BAR JOIST - J BAND OF SAME SIZE AS STRAP,---— DUCT - 12"m OR — LESS PRE -PUNCHED CHANNEL SUPPORT BEAM CLAMP (TYPICAL) NUTS BAR JOIST - — PRE -PUNCHED CHANNEL SUPPORT, CLAMP TO TOP OF BAR JOIST J L -- BAR JOIST -- — WATER, GAS, FIRE, WASTE & VENT L PIPING PRE -PUNCHED CHANNEL SUPPORT, CLAMP TO TOP OF BAR JOIST ROOF DECK HANGER STRAP BAR JOIST SHEET METAL DUCT SCREWS PRE -PUNCHED CHANNEL SUPPORT, CLAMP TO TOP OF BAR JOIST �- ROOF DECK _1F -1F r, _-_ HANGER STRAP F_ - BAR JOIST JL JL JL BAND OF SAME SIZE AS STRAP DUCT - 14' Q OR LARGER GENERAL NOTES: A. SUPPORT FROM BAR JOIST TOP CHORD PANEL POINT (SEE SPECIFICATIONS) B. MAXIMUM LOAD ON ANY PANEL POINT IS 100 LBS. UNLESS APPROVED BY ARCHITECT. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS. C. FOR STRAP, ROD ANGLE SIZES REFER TO "SMACNA" LOW PRESSURE DUCT STANDARDS 2 DUCT HANGER DETAILS M1 NO SCALE AIR FLOW AIR TIGHT GASKET AROUND EDGE OF ACCESS PANEL DUCT OPENING FIRE DAMPER OR MOTORIZED DAMPER CAM LATCH x ACCESS PANEL (REQUIRED AT ALL FIRE DAMPERS AND MOTORIZED DAMPERS) ACCESS PANEL SIZE SCHEDULE DUCT SIZE ACCESS PANEL SIZE 6" TO 15" 10" W x (DUCT DEPTH - 2") D 15" TO 21" 12" W x (DUCT DEPTH - 2") D 21" AND ABOVE 18" W x 18" D USE FOUR CAM LATCHES ON PANELS LARGER THAN 18" x 18" SIZE. s ACCESS PANEL DETAIL M1 NO SCALE COVER PLATE ASSEMBLY SEE SPECIFICATIONS VARIES AS REQUIRED BY PIPE INVERT PROVIDE PLUG AT THIS HUB IF PIPE DOES NOT CARRY THRU - SEE PLANS ELEVATIGN MECHANICAL (HVAC) SYMBOLS ITEM INDICATED DOUBLE LINE DRAWING REPRESENTATION DUCT (1st FIGURE -SIDE SHOWN Ij 24x20 2nd FIGURE -SIDE NOT SHOWN) ACOUSTICAL LINING (DUCT DIMENSIONS FOR NET FREE AREA) DUCT SECTION (SUPPLY) DUCT SECTION (EXHAUST OR RETURN) SUPPLY DUCT TURNING UP OR DOWN RETURN OR EXHAUST DUCT TURNING UP OR DOWN 24x20 24x12 I I 2402 I I TURNING DOWN-- . X& 2402 I --TURNING UP TURNING DOWN- 2402 \ TURNING UP INCLINED RISE (R) OR DROP (D) 24x2o R (ARROW IN DIRECTION OF AIR FLOW) MAX EXP 11N 7 LENGTHS ONE SIDED EXPANSION DR MAX CONTR 2 IN 7 LENGTHS CONTRACTION (INDICATED ONLY WHERE 20x12 24x12 MANDATORY) MAX EXP 2 IN 7 LENGTHS TWO SIDED EXPANSION OR MAX CONTR 2 IN 7 LENGTHS CONTRACTION (INDICATED ONLY WHERE MANDATORY) 2002 2402 AIR EXTRACTOR BRANCH DUCT TAKE -OFF 24x12 USING RECTANGULAR DUCTWORK MAIN 12x1 f2" BRANCH DUCT TAKE -OFF 16"Q USING SPIRAL DUCTWORK MAIN 101IQ STRAIGHT TEE 20x12 FLEXIBLE DUCTWORK FROM BRANCH DUCT TO DIFFUSER 10„� SPLITTER DAMPER-� SPLITTER DAMPER DAMPER IN HORIZONTAL OR VERTICAL DUCT (REFER TO MECHANICAL SYMBOLS FOR DAMPER TYPES) I TURNING VANES ® /DAMPER 2402 TURNING VANES----' V DIFFUSER 5 - OPEN QUADRANT 12 INDICATES DIRECTION DESCRIPTION A: REFERS TO TYPE OF THRO 12: NECK SIZE (SO OR R i 500; CFM I (REFER TO DIFFUSER SCHEDULE FOR DIFFUSER TYPE) RETURN OR EXHAUST REGISTER 8-12x8 DESCRIPTION B: REFERS TO TYPE — 12x8: REGISTER SIZE 200: CFM (REFER TO DIFFUSER SCHEDULE FOR REGISTER TYPE) CEILING RETURN GRILLE FOR PLENUM RETURN C-2402� DESCRIPTION C: REFERS TO TYPE 24x12:GRILLE SIZE (REFER TO DIFFUSER SCHEC(ULE FOR GRILLE TYPE) UNIT HEATER (HORIZONTAL) � I POWER ROOF VENTILATOR- Iz I EXHAUST (PRV) I I I __J TRANSFER GRILLE & I DUCTWORK DESCRIPTION C: REFERS TO TYPE 24x12:GRILLE SIZE D-24x6L----- I i (REFER TO DIFFUSER SCHEDULE FOR GRILLE TYPE) PLUMBING SYMBOLS SYMBOL DESCRIPTION ABBREVIATION IN PLAN D1LAVATORY LAV WATER CLOSET (WALL HUNG) WC URINAL UR ID SINK S JANITORS SINK JS ELECTRIC WATER COOLER EWC DRINKING FOUNTAIN DF E)FD FLOOR DRAIN FD a FS FLOOR SINK FS ® RD ROOF DRAIN RD 0CFRD CONTROLLED FLOW ROOF DRAIN CFRD ® AD AREA DRAIN AD 0RwC RAINWATER CONDUCTOR RWC f- INSIDE HOSE BIBB —t- WALL HYDRANT D4 SHUT-OFF VALVE PLUMBING (PIPING) SYMBOLS SYMBOL DESCRIPTION ABBREVIATION — --FCW -- FILTERED COLD WATER FCW - - — COLD WATER CW -- HOT WATER HW, RHW RECIRCULATING HOT WATER RHW CHw CHILLED WATER CHW 1. IRRIGATION 1 SS SOIL OR WASTE SS ------------- VENT V SD STORM DRAIN SD D CONDENSATE DRAIN D ARw ACID RESISTANT WASTE ARW ARC ACID RESISTANT VENT ARV G GAS G FOS FUEL OIL SUPPLY FOS FOR FUEL OIL RETURN FOR FOG FUEL OIL GAUGE LINE FOG MECHANICAL SYMBOLS SYMBOL DESCRIPTION TOP CONNECTION E, BOTTOM CONNECTION +0i DROP IN DIRECTION OF PITCH 4cT RISE IN DIRECTION OF FLOW too SHUTOFF VALVE t WALL POST INDICATOR, OR HOSE BIBB AS NOTED WAFER CHECK VALVE MECHANICAL DRAWING INDEX M1 MECHANICAL INDEX M2 UNDERFLOOR PLAN ' M2A ENTRY FOOD SERVICE UNDERFLOOR PLAN & DETAILS M3 PLUMBING & HVAC PLAN M4 ROOF PLAN M5 ENTRY/FOOD SERVICE PLUMBING PLANS M6 ENTRY/FOOD SERVICE HVAC PLANS M7 BACK ROOM PLUMBING & HVAC PLANS M8 FIRE PROTECTION PLAN M9 FIRE PROTECTION PLANS & RISER DIAGRAM M10 PLUMBING RISERS M11 SCHEDULES M12 DETAILS M13 DETAILS & SECTIONS ROOM SCHEDULE ROOM ROOM NO ROOM NAME NO ROOM NAME 100 NOT USED 140 DAY MAINTENANCE 101 VESTIBULE 141 CIRCULATION 102 SALES 142 FIXTURE STORAGE 103 GUEST SERVICE 143 MEN 104 CASH OFFICE 144 WOMEN 105 NO`T USED 145 FOOD SERVICE LOCKUP 106 NOT USED 146 CANDY LOCKUP 107 CIRCULATION 147 STOCK 108 NOT USED 148 NETWORK/INVOICE 109 NOT USED 149 NOT USED 110 NOT USED 150 NOT USED ill SECURITY 112 NOT USED 200 EMPLOYEE SERVICE CENTER 113 NOT USED 201 LOCKERS/COATROOM 114 CONTROL 202 ELECTRICAL 114A HEAD CASHIER 202A ELECTRICAL CLOSET 115 WOMEN 203 NOT USED 116 MEN 204 CIRCULATION 117 CIRCULATION 205 NOT USED 118 NOT USED 206 PERSONNEL 119 JANITOR 207 CONFERENCE/LOUNGE 208 CONFERENCE 120 FOOD SERVICE STORAGE 209 NOT USED 121 OFFICE 122. FOOD PREP 210 STORE MANAGER 123 SERVING 211 OPERATIONS MANAGER 124 FOOD SERVICE SEATING 212 MERCHANDISE/CLERICAL 125 ELECTRONICS STOCK 213 MERCHANDISE MANAGER 126 NOT USED 214 MERCHANDISE MANAGER 127 NOT USED 215 AREA MANAGERS 128 STOCK 216 NOT USED 129 FITTING ROOMS 217 NOT USED 130 COMPACTOR/BALER 131 RECEIVING 132 RECEIVING MANAGER 133 MARKING 134 WATER SERVICE ROOM 135 CHARGEBACK 136 REWRAP 137 JEWELRY LOCKUP 138 ELECTRICAL 139 NIGHT MAINTENANCE STRAINER GENERAL NOTES; STRAINER W/ BLOWDOWN VALVE --1�F UNION 1. ROOFTOP AIR UNIT (RTU-2) UTILIZES AREAS ABOVE THE CEILING AS A RETURN AIR PLENUM. ALL MATERIALS INSTALLED SWING CHECK VALVE INSTALLED IN OR USED TO CONSTRUCT THESE AREAS SHALL HAVE SMOKE DEVELOPED RATINGS NOT GREATER THAN 50 T<_ PRESSURE GAUGE AND FLAME SPREAD RATINGS NOT GREATER THAN 25. y THERMOMETER 2. PROVIDE UL SYSTEM NO.147 OR EQUAL FIRESTOP SYSTEM ® SMOKE DAMPER AT ALL PIPE PENETRATIONS OF FIRE RATED PARTITIONS OR CEILINGS. FIRE DAMPER ''�� -'-• ''`� ® BALANCING DAMPER AL,I ouTLETZ Are To F',E GAPPED WHEN UAS. PI Plr�)v IS INST/�L.1,E� ANI� MUST (zEMA1tV Zco MOTORIZED DAMPER uI�rT11.� �� APPI�IA►JG..E 1� IN�,�TALL.E�, THERMOSTAT 3 4• AL-L_ UfJDER-la2oLaNU laAS P(PINC� AN17 CAS QI PIrvC� INSTAi�l,EC7 IQ IoE THE 25U I L_CDINCI MUST 8E �� N D E Tv A ca izC7tJ N D I N Ca L,EGT� vDE It-1 pGLolz G �NG� WITH N F PA -70. H o w E\/ E: Iz , UAS PI I�It�1(a PHAL L, NOT �E USES f�`� A G�-0UNDINC� FIRE PROTECTION SYMBOLS C-7- L�L-r�� E SYMBOL DESCRIPTION ji 5, 1Vleclnc�vl�cal Cohtrotg a�ncl ope,�at►v1a oAp_cr\o�ux%smc al ha(ndi- F FIRE PROTECTION PIPING upped toile YOoIM� shall bQ ©ogv%kb[e_ uL1flA one hated _�- _ SV>aLl mat re ui V',e., h_t oa s • e . Q UPRIGHT HEAD . q � q � pl>7 Inlv1. CAN tU�tS�- IYt _ of tlne 1 he-�arc�r� ® IN -RACK HEAD Shad be v10 NAOrC `-hCLIA Five. lkf. FLUSH CONCEALED HEAD r)AS ROVED HORIZONTAL SIDEWALL HEAD FOR PERMI i Q SEMI -RECESSED HEAD NOTED ON PLANS ❑ WITH ATTACHMLENTS (D PENDANT HEAD ❑ WITHOUT AT TACHiOENTS OD DRY PENDANT HEAD By vz&j zt�- Date ,P 1 � DROP NIPPLE PENDANT HEAD W/2" ESCUTCHEON •.�•=�:�4�.:: .,,,,�_.,,_,_ 0 FIRE HOSE RACK ' t R Y• ® STANDPIPE RISER -..�..;....�...-- -�,- ... STANDPIPE RISER W/ 21/2" FIRE DEPARTMENT VALVE NOTE: ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS. a C� Q it 0 B w kT aLn0- g W O (j ui M Z�000 00 2fV)a00 swo00 3woN ~ w 'n 3=cif .� " 1:"�` a �oQ hmA 0 Z F 0 s (L w � N D 0) rn H m 00 o z� mtn co o m Lo o Lcr).cc Ll 7IO2! 0 a c o u cc 0 0 0 N N � a Lo T X V 0 0 W 11 2~ JQ 0 � .e Im 19 x W Z J z Q V W J A DETAILS OF CLEANOUT AND PLUGGED RISERS NO SCALE n \ ) \ / \ J \ J4 \ /3 \ /2 ni i r 3 4" SANITARY SEWER INVERT EL - 93'-0" ' BUILDING GAS SERVICE 3 15" 'STORM SEWER '� SEWER rER INVERT EL - 93'-0" I� i - 93'-0" ic," Rc1Nc U4 f_ 3" UP TO F- -�'�4�� (2) 2" VENT P IS" 2wc D� 4EE 12" RWC UP PZ' RWC UP L� 3" FD-1 2" WASTE UP 2" VENT UP 4" FD-1 SEE 4" WASTE UP CO CO , 3" FD-1 Li 2" WASTE UP EE FINISHED FLOOR EL- 100'-0" r---- DATUM FLOOR EL-307.00' - - --f I I I I I I I INVERT 95.00' -- 4" FD-1 12" RWC U ,• I I 1 8" FIRE SERVICE � i 2" WASTE UP f - 2" WASTE UP I � 1 _.. I I I 1 ` 4 RWC UP F, �--� 15 ) 6" 6" RWC UP- 1/." ❑ I M2A 2' VENT UP 3" DOMESTIC WATER v WAY 14 I �.tJoUT 4" STORM SEWER - — INVERT EL - 96.00' 3" DOMESTIC WATER & 8" FIRE SERVICE UP ( '---4" INVERT SANITARY SEWER- 96.00' t -two FOR CONTINUATION SEE 1,15" STORM INVERT EL SEWER 2" SANITARY SEWER 95.00' INVERT 96.00 CO' O :0177---1 t^1AY G.✓�nOUT3/M7 `' INV. 96.50' 6" 1 6" SAN SEWER 1 750gALLON GREASE TRAP. INV. EL.- 96.00' SEEETAIL 18/M12 INV. 9 .25' 1 /000 UNDERFLOOR PLUMBING PLAN M2 J V 6" _ T-0" U CU ul 3 D H Dc DE : DD Dc DE3 ':DA APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTA(-",'*K'vlENTS ❑ WITHOUT ATTACHMENTS By Aa Date GENERAL NOTES A. PITCH UNDERFLOOR WASTE PIPING 4" AND GREATER AT /g" PER FOOT. UNLESS NOTED OTHERWISE. ALL OTHER WASTE PIPING AT '/4" PER FOOT. B. REFER TO SHEET M10 FOR PLUMBING RISER DIAGRAMS AND PIPE SIZES NOT SHOWN, C. CONNECT ALL BUILDING UTILITIES TO SITE UTILITIES, VERIFY EXACT LOCATION AND INVERTS. -W) W O �j W M ZOf000 00 ;pe V) 00 c7� W 00 �004 �UO� �Qdo O O F-Tz a Z Z 0 � Q � — o 0 r LL Y Q W Q) � m mLo O T- m Q) = W a. � H 0 p a a. T— i v Oo N co Lo w � a X (W Z V WO .J Q = C 0� ¢ UU) z rr 0 O 1 L rr W Q Z W DJ H H c\j :E 0 D r 0 STORM SEWER ERT EL - 95,00' —� CUT BOTH ENDS PARALLEL TO FLOOR FINISHED FLOOR 4" SCHEDULE 40 PVC USE 45- FITTINGS PIPING IN WALL - SEE PLAN FOR CONTINUATIO 1 '/4" COLD WATEF 11/4" CAPPED TEE WITH SHUT-OFF VALVE SHUT-OFF VALVE (TYPICAL) 11/4" CAPPED TEE - WITH SHUT-OFF VALVE OWNER SUPPLIED FILTER & PRESSU GAUGE 18 -------------------� 6 NOT USED _ SYRUP CONDUIT 2 WATER FILTER (K-42) M2A NO SCALE M2A NO SCALE M2,q NO SCALE 1. GENERAL NOTES: A• REFER TO SHEET M10 FOR PLUMBING RISER DIAGRAMS AND PIPE SIZES NOT SHOWN. B. FOOD SERVICE PLUMBING ROUGH -INS TO BE LOCATED FROM OWNER'S FOOD SERVICE DRAWINGS. C. DOMESTIC WATER PIPING BELOW SLAB SHALL BE INSTALLED WITH NO JOINTS IN PVC SLEEVES WITH LONG RADIUS ELBOWS D. PITCH UNDERFLOOR 4" WASTE PIPING AT %$" PER FOOT. UNLESS NOTED ON PLANS. ALL OTHER WASTE PIPING AT '/4" PER FOOT. Y4" FILTERED CW TO DRINK DISPENSER 1" FILTERED CW TO COFFEE BREWER & ICE MAKER PRESSURE GAUGE (TYPICAL) HOLD HORIZONTAL DRAIN, VENT, AND WATER PIPING IN FOOD SERVICE MIN 6" ABOVE FLOOR TO ALLOW FLOOR CLEANING FINISHED FLOOR AIR GAP,� 1'3'*NNFLOOR SINK DETAIL M2A NO SCALE NOT USED — HALF GRATE - --INTERNAL DOME APPROVED FOR PFUITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACH NI ENTS ❑ WITHOUT A�TTAOHIMENTS By - 7% Date NO SCALE m $ � o WO ZWMO0 N CO t q a w N H Q `•: e , � J �Q hvA i� N S W N W N Y� r to O :3 O � Q O T W Q) W mpp r o T 0 0 CLa U 0 0 N w z -� a U W w I-_ � �_j J Q m Fi— U (j) C/) W Urr Q >0w cc0p wI �U)LL 0,6 C 111 z F— 0 Z07F wLLDcL W . J H N ENTRY/FOOD SERVICE UNDER FLOOR PLAN C\i e O e e 3" C 7 \ -1 C-8) (7) \ J \ / R 12" RWC DOWN WITH CO AT 1'-6" AFF SEE DETAIL eSIM FOR CONTINUATION SEE SHEET M7 10" UP TO RD-1 10" UP TO RD-1 2 12"�'r4 M7 - --- - - - - - - - - - - - - - - - ---------.` ,3� 12„�f14,� --------------- - - - - - - - - M7 COElXPOSED, UNINSULATED SUPPLY, I FOR CONTINUATION I I j UCT -RUN THROUGH GIRDER I SEE SHT M7 G IN JOIST SPA E, -�q"- - - - - - - RTU-15 16x 10 G-16x1O 12"& El 4 TYPICAL 12 } SIMi eQ I + M13 TYPICAL 12 14 " 20 fl 24 & ,� I ®� 20 Q YC1 11 -- & 14 1 24 20 & T, , ®� 20 & 1 1 T -,4 & 1� 41 ,' � 1 1 1 —' 1 1 — 1 RTU-16 I �q" CW DOWN PROVIDE SPLIT TE 14' I Q_ I 133 EXPOSED, UNINSULATED DUCT - RUN THROU I SUPPLY I H GIRDER W/SHUTOFF VALVE DAMPER _ WEBBING IN JOIST PACE. F-9 --.-.-.-- .-.-. --.-----.-.-. .-.-.-.- -.-.- — - - — - — — I--� FOR CONTINUATION -------- A-15 7� IS --------- SEE PROVIDE SPLITTER 129 ,. SHEET M7 DAMPER 1211 /IBIS& 18"0 I 18"& 18"@ ---•-•-.----- ... - -- - •----- •------ - - - - -- ------- •- •---- - - - - -- - •---••-- -�- M13 _ 21 21 ,e 2 A-211 A-21 18"& 18"& A-21 A A-21 _Ai�210 b2�1 A-21 18"i��, A-15 CW OFWVALVE 69x22 RETURN FROM UNIT I0- r,,2 20"@ �� 18„& _-_ W/SHUTOF750 RTU-14 20,e& TYPICAL FOR RTU-4 THRU RTU-16 I 20 & RTU-11 - ® / A RTU-12 -- - - -- 20"& - — - — ---- - — • — - — • ® F-9 69x20 SUPPLY FROM UNIT RTU-13 I 20"& = L I N- TYPICAL FOR RTU-4 THRU RTU-16 20"0 I «t- I F F 24x24 �' L I® ® F-24x24 F-24x24 ® F-24x24 F-24x24 I 24x2 F-24x24 ® F-24x24 ® - IBIS& 18"& I 18"@ -- - �_ ; ,- 18"fl t8"fl --may ; -- IBIS& 18" 9 - � _ , 18"& � I - A-21 A-21 A-21 I A-21 A-21 i A-21 A-21 A-21 750 __Tf So -150 750 -T5= 750 I I 18"11 „ e 18 & 1 RTU 10 RTU-9 / � A-21 ,e A-21 20 & �20 fl b A-21 20ee& - — - ---- - b A-21 -MOD �0 i5�b ism I , I® �� 20"& ®� �- T 20"& RTU--8 ®� I® IRTLI-7 I® �. 20 & IS& ® ® I � ® ® � 2 lY 20"@ F-24x24 F-24x24 • F-24x24 F-24x24 I F-24x24 F-24x24 F-24x24 F-24x24 18"& _, �= ----� 1814 1819 A-21 A-21 I IBIS& 18"i9 A-21 A-21 I 1811& -_ N A-21 A-21 A-21 I A-21 f5m -i5a0 I ISM_Tw 2'/2"—� I 1 F-24x24 F-24x24 F-24x24 F-24x24 F-24x24 F-24x24 F-24x24 F-24x24 20"'Q F-8 -{ 20"t - 1 _ 20"fl 20"& C = --- RTU-4 r --- - — — '/z" cw DOWN IN — - • — - E _ -- RTU r = ----- � I I EMPT POWER POLE- l-1 SEE �; I� I �2„ RTU S I I � A-21 I - I A-21 A-21 i L I 40x20 A-21 �0 RTU-6 - �1 � ' I 40x�0 20 ® STORE FIXTURE � � A_2 - 18 '9 SUPPLIED AND I- i ® I - INSTALLED BY L -� 18"C4 18"m I 18"�-- 18" S ® ® ,8"& OWNER 40x20 48x 20 I 34 x 14---_ 34x14--� 16_14 28x14 20x2o -- -------------16x14 - --------------- - - - ^` 24x20 ® ® 1 I j 1 12204 4x T 204x6 P OF 5 -IOx14 1 18"6� � � I 70G YP OF 3 700 A-21 ® A-21 A-21doe A-21 A-21 I -zo 12x12 750 70 I 750 130C IFFUSER MOUNTED ON SOFFIT 21/2ee � , I 18"9� I CENTERLINE AT 15'-5" AFFTYP , ® C _ 22/2" CW DN IN DOWN SEE 2/M7------� / -------- ------- ------ --, � � ---------- -I-- --------------- ---til ® e, �q SEE SHEET M5 3-'-- 12 I�2e� 10" UP TO RD-1 1 �3" CUP0 F - - - - - -- I ----- •---- - - - -,- ---�- I--;-•---•-•-1-- ---- - -�0.-. ..- -------------- . - - -. -- . -•- 11- •---•---•-----•-•-•-----•---•-•- ---•-----------x-- -•- - - , i �- SEESHEE� DRO V V-10 12"l4 500 I 10 UP TO RD -1 I 1 e 12 300 I 12" RWC DOWN WITH I I I 1 1 CO AT -6" AF SEE DE AIL 4 I I M1 SIM r I I 24X12 TRANSFER I I ` I I DUCT 7'-6" AFF 4X12 TRANSFER I SEE SH ET 1/M EL STOP INSUL. THIS SIDE OF WALL IN-ULATE DUCT ABOVE IUCT 7 -6 AFF ' " j/Z - CL . THROUGH EACH WALL '\ I - _- 24x 12 III - - - - - - - - - - - - - - - - - - - - - --� - TO - - - - - - - - - - - -- RD-1 5_UP TO -------- RD_1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXPOSED UNINSULATED DUCTWORK 3 1 1 6" RWC DOWN ITH % 2 ' .2 IN STOCK ROOM - HOLD TIGHT TO UNDERSIDE OF STRUCTURE M7 M5 M6 CO AT 1'-6" AFF 1 / M M6 SEE DETAIL 4 M1 SIM 1 FLOOR PLAN 6 M3 14 ' = V-0" e GENERAL NOTES: I A. FOR EXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS SEE ARCH REFLECTED PLAN, SHEET A3. B. SEE SHEET M11 FOR GRILLES, REGISTERS, AND DIFFUSERS SCHEDULE. C. SEE SHEET M1 FOR PIPE AND DUCT HANGER DETAILS, D. SLOPE RWC AND CONDENSATE PIPING ATVs" PER FOOT UNLESS NOTED OTHERWIS ��J ul \J ul D D K DH 3G DE DD Dc .9 3 D R pERMITTING: AppRaV Ed � AS NOTED ON PLANS Ag�'6�CHMENTS [3 WITH THAT A`�_ ��A�- ��t��E�1ao13 z/ y r m R W z :� as 4.7 1— M I wo cj w M, z Wo a, 00 Z N Q 00 Rw0,' C �115 w � 3v�� sQao c CL o �Q Q Q F7 I 0 7 7 G s O � W m \ ZD Q N cy) T Q m I- o 73 D 0) r Z m CC)� ,� mcn m Lo 21 Q m D O I- W Q) < D D 2 C) W a r T a. a I L o c> o N I � X T � a X IIIIIIISSISSIS w . `Dz 0 w �- eJ ~ad Q _� 0 � a QI (j U) 06 z o z� L..1.. 11 cy) WW I t/1 Cl ni R R n7 n6 R n4 n3 n2 ni VENT FROM GENERAT6R ROOF S EOWN SHEETRM7 PRESSURE REGULATING FOR CONTINUATION VALVE GENERATOR --,,,",TYPE "B" FLUE EXHAUSTFROM WH-2 to _ ® 10" RD-1 10" RD-1 ° 0 ��- LUBRICATED ® 10 RD-1 10" RD-1 (14,282 SF) (12,628 SF) (12,628 S) P V-6 11/2" '� GAS COCK (14,282 SF) 2" -- -- — ---- 4.1 VENT ° 2 • p /PRV-4 PRV-3 y O RTU-16 11/2" LOW PRESSUR CO RTU-15 TYPE "B" FLUE - FROtui UH-1 GAS DOWN PRESSURE REGULATING VALVE TYPE "B" FLUE FROM UH-2 1�/2 0 lot D 1" y D 11/2" LOW PRESSURE GAS DOWN PRESSURE REGULATING VALVE - Moo 1 \ 11/41 y G G 11/4" D 1�/2" CO CO D 0 co 'I VA to RTU-14 RTU-13 21/2" RTU-12 - RTU-1 1 G SEE ARCH. DRAWING FOR PIPE SUPPORT DETAIL, PROVIDE YOKE ANP SADDLE. TYPICAL ALL PIPING. FOR CONDENSATEI - SEE DETAIL 8 M1 CO • C0 C0 CO RTU-10 RTU-9 RTU-8 RTU-7 CONDENSskTE FOLLOW SHALL ROOF SLOPE D D D COORD INTERSECTION OF GAS PIPES & D CONDE SATE PIPING. (TYPICAL) Wit 2" /1�/2" FOR CONN AS PIPE CTION TO G � ROOF OP UNITS SEE D TYPIC, TAIL 6 L M1 11/411 G CO 11/4" to CID CO XCO D RTU-3 1/2t RTU-6 - 1i/2.. RTU-5 2" j RTU-4 11/4" FOR CONDENSATE CO SEE DETAIL M1 1�/2" D D SUPPLY FAN Wit h 5 SF-1 25 10" RD-1 CO `�� (20,060 SF) CO 2 2".. 2 1i/4�� CONDENSING- 24X16 DUCT SUPPLY ON ROOF CONDENSING UNIT 39 � UNIT 40 2 D PRV-2 REFRIGERANT PIPIN PRV-5 REFRIGERANT PIPING ON ROO ON ROOF FOR CONTINUATION SEE SHT ;16 FAF-1 1 11 2 D ❑PRV-1 FOR CONT SEE SHEET M5 10" RD-1 10" RD-1 SEE t�1 --LR CONDENSING RTU-1 (18,176 SF ® (18,176 SF) Z„ UNIT F-g L,- ,, r— i , 0 2" VENT 4 RD-1 0 2" VENT REFRIGERANT PIPING ON ROOF (704 SF):® RTU-2 3 FOR CONT SEE SHEET M (7 SEE M1 4" VENT SEE t�1 ❑ PRV-7 5" RD-1 5" RD-1 ® (1288 SF) (1288 SF) 1 ROOF PLAN M4 V F =1'-0" 4.6 4 U 3� Di Hl DF 3E DD Dc DA APPROVED FOR 'PERMITTING: ❑ AS NOTED ON PLANS a WITH ATTACH iv,11 ENTS ❑ WITHOUT ATTACHMENTS BY _�C� 11,nt",71e Date GENERAL NOTES A. SEE SPECIFICATIONS FOR SPACING OF GAS PIPE AND CONDENSATE SUPPORTS. SEE ARCHITECTURAL DRAWINGS FOR DETAIL. B. PROVIDE SWI10W, JOINT CONNECTIONS AT BRANCH PIPING CONNECTIONS TO MAINS AND AT ALL GAS CONNECTIONS TO ROOF- TOP UNITS WHERE SHOWN. EACH LEG OF SWING JOINT TO BE 4'-0" MINIMUM. 3 x I Aj 5� m ly CK t— too ►� G z .� •�� V z 0 0 s W O W D N T 0) r Q m LL 0 �j In UPCO inLn Q m O T_ w cr) I i m 0) i O O U !R a Cc o o Ix I Ll. 0 v O O C\1 X wz C5 0 w JF— Q p� Q UU) z 1�..1. O 0 rr W J F H 11 G 0 4 B. REFER TO PLUMBING RISER DIAGRAMS FOR DETAIL PIPING AND SIZES. (SHEET M10) C. REFER TO FOOD SERVICE EQUIPMENT SCHEDULE (SHEET M11) FOR PLUMBING SERVICES TO (El A r w m U jr F7 6 z J J 7 ce O W O to N s W d' dl 0 r a- T CY) y TT LL ISO Q W Cn } = 3 Y m W 0000 mLo 0 r o O U T TT F � o T a 0- o o 00 s r C\j N ULo T Wz 0 � W OLu O Q _ am p� V J Z W W cn z � o0 oc � �- o zo.� w LL 0. W J F h- C O ■ ti C+� OF ICE FLA>4 M6 A" = V-0" • E� 104 a r r r W� ti }� m O jcr ~ w V Jul V WO ZO�D00 ZLn 0000 s WC901 0 F+W� �sad0 cn Q- z � •, O J OQ bA g 5 W Z� Q N W T T � 0 pp Lo cn YU T m cn O O U a } r cr) I � < rr L.L. 0 0 0- T o U CE O c:) r j co U V ) T W Z (!) a W o J� Q (D � C) U) 0 c/) Z 0 H �W� U >U r Q Z LLJ > � UJ U) Y4" CW DOWN FOR CONTINUATION SEE SHEET M3 '\ r� I 12" 1 Y4 I 10" UP TO RD-1 —ice I 12 9 i RECEIVING/COMPACTOR PLAN Y4" = 1' n" CATCH BASIN - SEE 22/A14 FOR DETAIL TRENCH DRAIN 12" STORM 0 INV.299,00' CONNECT TO SITE UTILITY AS REQUIRED WALL SLEEVE (TYPICAL) RUN UNDER B (4) WALL POS VALVES WITH SWITCHES 8" FIRE MAIN 8" FIRE LINE THRU.FLOOR 6/M9 FOR RIB 3" DOMESTIC n I GENERAL NOTES k. FOR LOCATIONS OF GRILLES, REGISTERS, AND DIFFUSERS IN SUSPENDED CEILINGS, SEE ARCH SHT A3. B. SEE SHEET M11 FOR GRILLES, REGISTERS AND DIFFUSERS SCHEDULE. FLEXIBLE DUCTWORK SHALL BE SAME SIZE AS DIFFUSER NECK SIZES INDICATED UNLESS NOTED OTHERWISE. ). INSTALL GAS PIPING, DUCTWORK, UNIT HEATERS, ETC AS TIGHT TO UNDERSIDE OF ROOF STRUCTURE AS POSSIBLE UNLESS NOTED OTHERWISE. REFER TO PLUMBING RISER DIAGRAMS FOR DETAIL PIPING AND SIZES. (SEE SHEET M10 125 128 2" WASTE UP - C CW DOWN AT FLOOR FOR TORE _ „ F-9 0 — 2 V DN & UP T.R. 4" RWC DOWN - ----- -��- Cw—- — - — - —---- - I W/CO AT 1'-6' AFF — _j 4" UP TO RD-1 C W CW CAPPED WITH FUTUR�FF VALVE FOR 7Ti:TfdN "FrH OUTLET SET @ 7o CaAUla►� �i SNl1T-�F� , WATER & FIRE SERVICE PLAN W" = 1'-0" APPROVED FOR PERMITTING, G AS NOTED ON PLANS 0 WITH ATTACHMENTS O WITHOUT ATTACHMENTS By Hato a F- M �j W M Z W 0 00 zpp coo c7�w�0p Z w N ~ W U-) 3vc�� QQO z O J OQ O 0 z Z W N KZ Q u uj N r CD .- H cn co 0 0 LL o c 0 }z co 14 } m U) W Ln 21) Q m o CLai J CD O O U i W CL Y cr 0 n T a zcr u O O c') CV b I I yL) L0 cr T— cn a r_ /LU Z � V a b LiJ cr <� 0� C)co W z 0 o : 0 Z CL cr 0 < co n J. W J H F Pi W" = 1'—O" E7 10 B HYDRAUL. GPM PER WHILE AL HOSE STI FLOOR PLAN M8 V16" = l'-O" GENERAL NOTES A. REFER TO SHEET A3 FOR EXACT LOCATION OF SPRINKLER HEADS IN SALES AREA. B. SPRINKLER HEADS ALONG PERIMETER WALLS OF SALES AREA SHALL BE AT LEAST 2'-6" FROM THE WALL AT ALL BACKLIT GRAPHICS LOCATIONS. C. COORDINATE LOCATIONS OF SPRINKLER MAINS TO AVOID RECESSED LIGHTS. a 11 c-A m � o dx 3 d � ♦ � b� 1 ' V Ell W O j Lai rM ZXOQO Z � Q Go 0 N ~ W Lr) 3�c�+ ado za�a �o oQ a 4 L! u•r Z O N 5 W ZD: Q N W T� V ) z 0 a Vj � Q } m < CD p y� S W 'wry 4 ) O m ITT A v, O o U 'S w0 APPROVED FOR PERMITTIN ; O AS NOTED ON PLANS z ❑ WITH ATTACHMENTS O p WITHOUT ATTACHMENT � By Date w w z oC W LL M J F- H F- W If .. 2n ENRTY/FOOD SERVICE PLAN j M9 = V-0" FOOD SERVICE SEATING (ROOM 124V SALES AREA SPRINKLER SYSTEM HYDRAULICALLY DESIGNED TO DELIVER 0.16 GPM PER SQ. FT. OVER 3000 SQ. FT, OF FLOOR AREA WHILE ALLOWING 250 GPM FOR HOSE STREAMS. (212- HEADS) FOOD SERVICE/GUEST SERVICE SPRINKLER SYSTEM HYDRAULICALLY DESIGNED TO DELIVER 0.10 GPM PER SQ. FT. OVER 3000 SO. FT. OF FLOOR AREA WHILE ALLOWING 250 GPM FOR HOSE STREAMS. (165- HEADS) GENERAL NOTES A. FOR EXACT LOCATION OF SPRINKLER HEADS REFER TO ARCH SHEET A6 0 PLYWOOD BARRIE IN -RACK SPRINKLE HEADS PROVIDE (5) �/ " ORIFICE 325F HEADS IN PRE6ED FOOD SERVICE HOOD AND DUCTWORK, CONNECT 2" FROM SPRINKLER MAIN TO FOOD SERVICE HOOD FIRE PROTECTION WITH INDICATING VALVE ABOVE CEILING. ROOF — 142 I I I P I 147 L _J I — I i I I I 146 145 � 143 I' 141 PROVIDE SPRINKLER HEADS;-----' — —I SHOWN DOTTED, BENEATH SLOPED PLYWOOD BARRIERS OVER SOFTLINES I I I HANGING STORAGE. (165 DEG F HEADS WITH "/, " ORIFICE. HEADS F — TO OP&ATE AT 15 PSI MIN WITH I I I I 8 HEADS FLOWING) p REFER TO DETAIL 4 r —1 r -1 144 M9 I l l p l lal I I _ LJ L—J s SOFTLINES HANGING \llt9� vs„ = 1,-0„ SPRINKLER LINES AT SOFTLINES HANGING RACKS FIRE MAIN (TYPICAL OF " 2" MAIN DRAIN-__. WALL POST INDICATING W/TAMPER SWITCH-( MIS AND MAX 5'-6" ABOVE i OUTSIDE WALL --- NO SCALE 2" POLISHED CHROME -- CEILING ESCUTCHEON SPRINKLER DEFLECTOR" I F FIRE PROTECTION RISER DIAGRAM NO SCALE SEE SHEET A3 FOR VARIES LOCATION OF FIXTURE 5'1 CEILING TILE VALENCE FIXTURE SPRINKLER HEAD SPRINKLER HEAD AT CEILING LIGHT VALANCE NO SCALE PADDLE FLOW SWITCH (TYPICAL OF 3) PRESSURE GAUGE (TYPICAL OF 3) SHUT-OFF VALVE (TYPICAL) 8" SPOOL PIECE (TYPICAL) APPROVED FOR PERMITTING: 0 AS NOTED ON PLANS 0 WITH A i TACH9L'iENTS O WITHOUT ATTACHMENTS BY `'6�2 Date t WALL Ie st � m C 4 ... - � 7 n �- pl) W O �j W M Z x O c 2f 00 c7j W�00i C) N �O� UJ W a z v O J O � �Q N O 5 W 0 D rn r LL � o O Q) r 06 � } oO M CD Lo r rn i O O U W Y IH 0 o T a o U o o 00 ~ C,\j �. In �Ll..l Z � Ll O 0 U W0 a z . I_ W UW w- oc 0 C'6 oC Q 0- C/)rr wz0 Q LL 0. r) W "J H r ZK-55 Y4" FILTERED CW,_---- K-56 TO SERVE K-59 1 (COFFEE MAKER) K-59 Y4" FILTERED CW BELOW_____ _-- FLOOR TO SERVE K-56 (DRINK DISPENSER) 1" HW & CW TO SERVE K-34 '�/ K-34 (3-COMPARTMENT SINK) I HW & �CW--_,____ 2b SERVE K-35 (VEGETABLE SINK) 1// " HW & CW - - -�-� ��'/ K-35 7� SERVE K-18 (HAND SINK) K _ 18 1 Y4" FILTERED CW TO SERVE K-21 K-21 11/4" (DRINK DISPENSER) K-17 :Y4" THREADED HOSE - CONNECTION FOR K-17 (YOGURT MAKER) \ I ROUTE CW, HW, & FCw � PIPING UNDER COUNTER 11/4"CW, 1"HW, & 1" FCW THRU FLOOR �/2" FILTERED CW DOWN FROM CEILING TO K-55 (ICE MAKER) - WALL HYDRANT ON ROOF 3" CW FOR CONT SEE SHEET M5 TO WATER FILTER SEE 2 uA 2%2" SHUT-OFF VAVE (TYPICAL) / IC 77 I!G 2" F-3 � F-1 TO REMOTE WATER COOLER SE 3 F-1 3 '/2u12 Wi' / 1 = SHOCK ABSORBER' , PDI SIZE / 2„ , F 2H � 2„ F-6 1'/2" t 2 I 11/2" F-1 F-3 I / IH F-3 i F-3H WATER HEATER— ,A 1-1 SE 1 3r4„ �— u12 A F-9 74" I y 1" 1y2' 1" 6 i i K-42 \\ 1�/a' K-41 / WATER RISER DIAGRAM FOR TOILET ROOMS AND FOOD SERVICE NO SCALE F-3H 1" F-1H I� 1 SHOCK ABSORBER PDI SIZE 'C' F-9 1fz�P PI -I NIEF S EE GET^ I L- L _ (TYPIGAI.� GE FOR GAS PIPE CONNECTION TO WATER HEATER SE 2 -- u12 4" VTR/ !n / ROOF r. I I I I JOSAM FLOW CONTROL FITTING W/AIR INTAKE / / / \ \ \ 4" K-34 / / \ \ I � 1 Z3-COMP. SINK) / / \ �J SINK FLOOR .101 ,� / _ 4„ \ IN\ \ 3/ / / I \\� 4 // \ // �1V2„ I CO I y \ / I 1// i 3" FLOOR 21/2" '�— / SINK / 3 I \ 1\ I \ / 3" FD-1 I F-3 I I / / 11/23" LIr I / / 1 2�/2 2" WASTE DOWN THRU SS I ,2 FLOOR - I I // K-18 �l F_3 I (RA -ND SINK) loo / �� 3" FLOOR SINK / I YOGURT FOR K. , / I I 2�� F�3 / DRAIN (VEG.SINK) I \ / / WALL COI �\ T To j SSA \\ // 1 \� I'� F-11 I \\\ ,,,� F-3H TO ICE PAN / / .;1 3" FLOOR I ( I CO I\ �' \ 'S I �I / \ 1/2 SINK " ,--�� I I ( I \ S /I 1 3 FD-1 \ \ I WALL CO CO \ \ \ 1�/2 I I WALL CO I I Ti I I 4" WASTE 1 I F-2H I I 4„ \ I I DOWN THRU I I 1 I \\ S 3" 1 FLOOR 2" 4 I 2�/2" 2„ F-2 I 1 I\ \ S I F-1H I^ „ 6" 3" FLOOR SINK F-6 ,�1 SEE �\ � 2„ � i ,� 4" u3A TYP � \ \ F_1 CO I \ I WALL CO / 4„ 2" WASTE F I� \ �,(GF-1H I 4" DOWN THRU FLOOR WALL CO \ ss - SS \ 4" WASTE 11J I I \ DOWN THRU / I FF=3 I I I FLOOR / / I I 3" / 2„ ,SS 1� WALL CO / 3" FD-1 I / 3„ F_5 IN 2" STANDPIPE - SEE — \ 11 6' \� GREASE TRAP ut SEE DETAIL 18/M12 TIC•F' MIMEX hUPPI-Y - S>✓E - t7ET•a 10 WASTE & VENT RISER DIAGRAM FOR TOILET ROOMS AND FOOD SERVICE NO SCALE SHUT-OFF VALVE (TYPICAL) SHOCK ABSORBER PDI SIZE 'B' CO 4" VTR 4„ 3" 2„ 4 I 4„ 11 /211 L 211 11/211 /i� 2„ 2„� \\ I I F-1Fj I/ j 11/211 \ �/ 3" FD-1 // I 4„ F-1H '-\ /10 1 0\\�F-2M 1 \/ CO 4" WASTE DOWN �,____3" THRU FLOOR CO I 1 /J\�\ I� F-3H \ r - WALL CO -3H 1 /Jj� I WALL CO 211 11/2 "/ I I CO 4" FD-1 3" FD-1 2„ Ij F FF=7 WASTE & VENT RISER DIAGRAM FOR MAINT AND TOILET ROOMS Y4„ RTU-6 270 CFH TO F-9 FOR GAS PIPE CONNECTION TO UNIT HEATERS SE �4" IJi 1" - UH2 75 CFH PRESSURE REGULATING GAS PIPING RISER DIAGRAM d 2" STANDPIPE • SEE 2 u12 NO SCALE M� NO SCALE �W Ta FIXTLIF TO WATER HEATER WH-2 SEE 2 u12 Y4" F+2H F -1H 2'/21, F-3H F-1H t" „ 2/F-3 ' J i 2%2„ WATER RISER DIAGRAM FOR MAINT AND TOILET ROOMS Fl�ov tz ��i N" TO F-9 a al U-1 20 CFH PROv�� 12 x ►2. P�Gc,E� _ �AN1=1V IN Pl.UM1311J1a Wo•L-1,, FvFz SE�V IC.► NCa II2 GbJ TH tLu -ev LA6 Ile c_w IIJ Pvc_ 5L,EEvE 13E•L.ow SI.A�j TRAP PRIMER �Icl No SCALE APPROVED F PERMITTING : ❑ AS NgT'ED ON PLANS ❑ WIT /ATTACHMrr_-NTS ❑ W_1 OUT ATTACHMENTS, By [_=! ,�A4W nof'n �j W M z �_ N Q ZLLJ o N W'� 3 u c� ado cn a zoo` J OQ bvA F7 I 4 Z Z o � 5 W OC O W r N m LL g o 0) Q � } co m i co Lo O r mmQ In in Igo U i T Fa� 0 0 T- c) O O N 0zj. 0 rw z � V � Lu LLJ cr 0_j< U LD 0 z m U) rr W V ) CL rr W J r M1 (y NO SCALE Q W POWER ROOF VENTILATOR SCHEDULE NO AREA MFR AND CFM TSP WHEEL TIP SPEED RPM DRIVE ROOF DAMPER HP ELEC REMARKS SERVED MODEL NO ("WG DIA FPM OPNG SIZE PRV-1 TOILETS 115, 116, 11 GREENHECK GB-120-4 1260 ,375 12" 4235 1240 BELT 14Y2X 141 12 X 12 1/4 120/60/19 PRV-2 FOOD SER HOOD . ACME PUB 245K 4725 .75 24Y21' 6800 1050 BELT 30X 60 11/2 208/60/3\ Q PRV-3 TOILETS 143.144 GREENHECK GB-80-4 380 375 8" 3281 1120 BELT 12Y2X 121 10 X 10 - �/� 120/60/19 PRV-4 MAINT 139 GREENHECK GB-80-4 705 .25 8" 4588 1566 BELT 12Y2X 121 10 X 10 1/4 120/60/1& PRV-5 CONF/ LOUNGE GREENHECK GB-80-4 780 .25 8" 4588 1566 BELT 12Y2X 121 10 X 10 1/4 120/60/1& 207,208 PRV-6 ELECT. ROOM GREENHECK GB-160-4 1790 .25 16" 3275 755 BELT 181/2X 181 16 X 16 1/4 120/60/1& 138 PRV-7 ELECT. ROOM GREENHECK GB-120-4 1330 .25 12" 4342 1270 BELT 14�/2X 14' 12 X 12 1/4 120/60/1& 202 UNIT HEATER SCHEDULE NO AREA LOCATION MFR AND TYPE CFM INPUT OUTPUT FAN MOTOR RPM HP STEPS VOLTS'REMARKS SERVED MODEL NO BTU/HR BTU/HR UH-1 RECEIVING ROOM REZ6NOR HORIZ 2200 165,000 132,000 1050 1/20 120/1& UH-2 COMPACTOR 30 M FEZ50R HORIZ 980 75,000 60,000 1550 1/3 120/10 FORCED AIR FURNACE SCHEDULE NO AREA SERVED LOCATION MFR AND MODEL NO CFM INPUT BTU/HR OUTPUT BTU/HR STAGE FAN MOTOR REMARKS RPM HP VOLTS FAF-1 VESTIBULE 101 ROOF REZNOR HCRPB-250 3720 250,000 180,000 2 1125 2 480/30 PROVIDE ROOF CURB TRANSFER FAN SCHEDULE NO AREA LOCATION MFR AND CFM TSP FAN SPEED DRIVE HP ELEC REMARKS SERVED MODEL NO RPM TF-1 RANGE CEILING 122 OXFORD TF-1300 900 V2" 1050 DIRECT 1 /4 120/10 HOOD TF-2 ELEC RM ELCE. RM GREENHECK 600 1/8" 1050 DIRECT - 120/1@ 260 WATTS INPUT TF-3 ELEC RM 202 CEILING 202 GREENHECK CSP- GOO 3/s" DIRECT - 120/10 ZC.O WATTS INPUT TF-4 FOOD SERVICECEILING STORAGE 120 124 GREENHECK CSP-160 500 %11 1050 DIRECT - 120/10 260 WATTS INPUT TF-5 FOOD SERVIC LOCKUP 145 CEILING 145 GREENHECK SP-125 230 '/8" 1030 DIRECT - 120/10 76 WATTS INPUT VARIABLE AIR VOLUME BOX SCHEDULE BOX NO ENVIRO-TEC MODEL NO CFM MAX CFM MIN INLET SIZE OUTLET SIZE PRESS DROP (INCHES WC) ROOM(S) SERVED FAN CFM FAN E.S.P. FAN HP HTG COIL K REMARKS VAV-1 SSD-II-6 350 - 6111) 8110 0.1 120 - - - - VAV-2 SSD-II-6 250 - 6"0 8"0 0.05 VAV-3 SSD-II-5 200 - 6119 8110 0.15 104 - - - - VAV-4 VVF-EH-10 880 125 11" x 8" 12" X 8" 0.075 nag 490 .40 'A 6 VAV-5 VVF-EH-10 815 115 11" X 8" 12" X 8" 0.070 20Q 455 .40 1/4 6 VAV-6 VVF-EH-10 855 120 11" x 8" 12" X 8" 0.070 zoI,LoCe 7-10, 21 1 213 214 470 .40 'A 6 OVAL INLET VAV-7 VVF-EH-10 790 110 11" X 8" 12" X 8" 0.065 I G� 445 .40 1/4 6 VAV-8 VVF-EH-8 650 90 8110 10" X 8" 0.065 Zpp 360 .40 1/4 5 OVAL INLET VAV-9 SSD-11-16 3500 - 20" X 8" 26" X 10" 0.15 - - - - _ BYPASS DAMPER FOR RTU-2, OVAL INLET VAV-1 VV-EH-8 800 240 8"& 10" X 8" 0.12 125,128 400 .72 1/4 6 VAV-4,5,7&8 SHALL BE PROVIDED WITH FUSED DISCONNECT SWITCH. VAV-6&10 SHALL BE PROVIDED WITH NON -FUSED DISCONNECT SWITCH. WATER HEATER SCHEDULE NO I AREA LOCATION MFR AND TEMP RISE GAL/HR GAL FUEL INPUT REMARKS SERVED MODEL NO MAX F RECOVERY STORAGE WH-1 FOOD SERVIC ROOM 119 LOCHINVAR ETK-066-MM 65 63 66 ELEC. 208/3\ ELEC HEATING ELEMENTS ELEMENTS TO BE WIRED FOR SIMULTANEOUS TOILET (2) 5000 WATI OPERATION WH-2 MAINT AND TOILET ROOM 139 LOCHINVAR ETN-040-ES 65 48 40 NATURAL GAS 33,000 BTUH WH-3 CONFERENCE CHRONOMITE 48 ELEC, ELEC HEATING ELEMENTS INSTALL W/1.0 GPM & LOUNGE S-701 208 (1) 7000 WATT FLOW RESTRICTOR PLUMBING FIXTURE SCHEDULE FIXT NO TYPE WASTE VENT CW HW REMARKS F-1 WATER CLOSET 4" 2" 1'/2" WALL HUNG F-1 H WATER CLOSET 4" 2" 1 1/2" HANDICAPPED WALL HUNG F-2 URINAL 21- 11/2" V. WALL HUNG F-2H URINAL 2" 11/2" V. HANDICAPPED - WALL HUNG F - 3 LAVATORY 1 1/2" 1 1/211 1/2.. 1/21, F-3H LAVATORY 1 1/2" 1 Y2" 1/21, Y2„ HANDICAPPED F-4 SINK (LOUNGE) 1 V2" 1 1/2" 1/2" Y2" F-5 JANITORS SINK 3" 11/21, 1/2" 1/2" F-6 DRINKING FOUNTAIN 1 Y2.. 1 1/2•• 1/2" CHILLED WATER TO BI-LEVEL UNIT F-7 ELEC WATER COOLER 11/2,. 11/2" Y2 WALL HUNG F-8 GREEN PLANT FAUCET Y2�� 39" AFF - COORDINATE W/ FIXTURE INSTALLER, PROVIDE NON -REMOVABLE HOSE CONNECTION VACUUM BREAKER F-9 WALL HYDRANT �4 2'-6" ABOVE GRADE, PROVIDE .BACKFLOW PREVENTER,AND VACUUM BREAKER NOTE: SEE ARCHITECTURAL FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES PACKAGED ROOFTOP AIR CONDITIONING EQUIPMENT SCHEDULE D SYSTEM FAN DATA FILTER DATA GAS HEATING DATA COOLING DATA UNIT AREA LOCATION CARRIER CFM MIN OA EXTERNAL E RPM ELEC MOTOR TYPE OUTPUT ENT AIR TEMP (DEG F) TOTAL COI SENS COIL FACE MAX ROw/FPI MIN ROOF CURB DB WB NO SERVED MODEL NO (CFM) SP ("WG) HP OF FILTERS (MBH) (MBH CAP (MBH) CAP (MBH) AREA SO FT VEL (FPM) EER REMARKS RTU-1 FOODSERV ROOF 48DJD014 4500 460 .80" 2.61 915 460/30 3 THROW AWAY 4-2Ox2Ox2 222.0 173.8 79.6 65.4 148.9 105.7 1 1. 1 405 3/15 8.3 ECONOMIZER ER GUEST SER RTU-2 OFFICE ROOF 50DJO12 4000 560 .80" 1.99 815 460/30 2 THROW AWAY 4-20x20x2 81.1 68.8 116-12 90.5 10.0 400 3/15 8.4 ECONOMIZER 4-2Ox2Ox2 RTU-3 SALES ROOF 48DP020 6000 600 2.5 810 460/30 5 THROW AWAY 270.0 216.0 80.1 66.8 197.5 142.3 17.9 340 4/15 8.2 ECONOMIZER WITH FIELD .50" 4-16x20x2 INSTALLED POWER EXHAUST RTU-4 SALES ROOF 48DP020 6000 600 2•5 810 460/36 5 THROW AWAY 4-2Ox2Ox2 270.0 216.0 80.1 66.8 197.5 143.3 17.9 340 4/14 8.2 ECONOMIZER WITH FIELD .50" 4-16x2Ox2 INSTALLED POWER EXHAUST RTU-5 SALES ROOF 48DP020 6000 600 .50" 2.5 810 460/3a 5 THROW AWAY 4-2Ox2Ox2 270.0 216.0 80.1 - 66.8 197.5 143.3 17.9 340 4/14 8.2 ECONOMIZER WITH rIELD 4-16x2Ox2 INSTALLED POWER EXHAUST 4-20x20x2 RTU-6 SALES ROOF 48DPO20 6800 680 .50„ 3.2 875 460/30 5 THROW AWAY 270.0 216.0 80.1 66.8 210.0 155.0 17.9 340 4/14 8.2 ECONOMIZER WITH FIELD 4-16x2Ox2 INSTALLED POWER EXHAUST 2-2Ox2Ox2 RTU-7 SALES ROOF 5ODPO20 6000 600 2.03 810 460/319 5 THROW AWAY 3-16x2Ox2 80.1 66.8 197.5 142.3 17.9 340 4/14 8.2 ECONOMIZER WITH FIELD .50" 2-16x25x2 INSTALLED POWER EXHAUST 2-2Ox2Ox2 RTU-8 SALES ROOF 50DP020 6000 600 .50 2.03 $10 460/3& 5 THROW AWAY 3-16x2Ox2 80.1 66.8 197.5 142.3 17.9 340 4/14 8.2 ECONOMIZER WITH FIELD 2-16x25x2 INSTALLED POWER EXHAUST 2-2Ox2Ox2 RTU-9 SALES ROOF 50DPO20 6000 600 .50" 2.03 810 460/30 5 THROW AWAY 3-16x20x2 80.1 66.8 197.5 142.3 17.9 340 4/14 8.2 ECONOMIZER WITH FIELD 2-16x25x2 INSTALLED POWER EXHAUST RTU-1 SALES ROOF 50DP020 6000 600 .50" 2.03 810 460/30 5 THROW AWAY 2-2Ox2Ox2 3-16x2Ox2 80.1 66.8 197.5 142.3 17.9 340 4/14 8.2 ECONOMIZER WITH FIELD 2-16x25x2 INSTALLED POWER EXHAUST RTU-1 SALES ROOF 48DP020 6000 600 2.03 810 460/30 5 THROW AWAY 4-2Ox2Ox2 270.0 216.0 80,t 66.8 197.5 142.3 17.9 340 4/14 8.2 ECONOMIZER WITH FIELD .50" 4-16x2Ox2 INSTALLED POWER EXHAUST RTU-1 SALES ROOF 50DPO20 6000 600 .50" 2.03 785 460/36 5 THROW AWAY 2-2Ox2Ox2 3-16x2Ox2 80.1 66.8 197.5 142.3 17.9 340 4/14 8•2 ECONOMIZER WITH FIELD 2-16x25x2 INSTALLED POWER EXHAUST RTU-13 SALES ROOF 50DPO20 6000 600 .50" 2.03 785 460/30 5 THROW AWAY 2-2Ox2Ox2 3-16x2Ox2 80.1 66.8 197.5 143.2 17.9 340 4/14 8.2 ECONOMIZER WITH FIELD 2-16x25x2 INSTALLED POWER EXHAUST RTU-1 SALES ROOF 48DP020 6000 600 .50" 2.03 785 460/30 5 THROW AWAY 4-2Ox2Ox2 270.0 216.0 80.1 66.8 197.5 143.2 17.9 340 4/14. 8.2 ECONOMIZER WITH FIELD 4-16x2Ox2 INSTALLED POWER EXHAUST Is 2-2Ox2Ox2 RTU-1 MARKING ROOF 48DP016 6000 600 .40" 2.85 1149 460/30 3 THROW AWAY 3-16x2Ox2 231.0 183.0 79.8 65.0 177.3 153.1 16.5 380 3/14 8.3 ECONOMIZER WITH FIELD 2-16x25x2 INSTALLED POWER EXHAUST RTU-16 STOCK ROOF 48DPO14 6000 600 2.28 1091 460/319 3 THROW AWAY 2-16x2Ox2 220.0 173.8 79.8 66.8 130.1 102.7 13.8 435 3/15 9.0 ECONOMIZER WITH FIELD .40'' 4-16x25x2 INSTALLED POWER EXHAUST _ GRILLES, REGISTERS & DIFFUSERS SCHEDULE TYPE SERVICE MFR AND VOLUME FRAME FINISH MATERIAL REMARKS MODEL NO DAMPER CEILING TITUS WHITE 24 X 24 MODULAR DIFFUSER W/SQUARE A DIFFUSER TDC LAY -IN ENAMEL STEEL NECK. PROVIDE SQUARE -TO -ROUND ADAPTER B CEILINd TITUS LAY -IN WHITE STEEL 24 X 24 MODULAR FULL -FACE DIFFUSER TMS ENAMEL DIFFUSER W/ROUND NECK C CEILING TITUS LAY -IN WHITE STEEL 24 X 24 MODULAR DIFFUSER W/12 X 12 DIFFUSER TMS ENAMEL PANEL MOUNTED FACE,ROUND NECK D CEILING ACUTHERM LAY -IN WHITE STEEL 24 X 24 MODULAR THERMAL - DIFFUSER TF-HC ENAMEL POWERED VAV DIFFUSER CEILING/ TITUS OPPOSED SURFACE WHITE STEEL RECTANGULAR/SQUARE DIFFUSER W/ E SIDEWALL 250 BLADE MOUNT ENAMEL INDIVIDUALLY ADJUSTABLE CURVED DIFFUSER LOUVERS - THROW AS INDICATED ON PLAN RETURN/ TITUS LAY -IN WHITE Y2X�/2X 1 EGGCRATE GRID W/CHANNEL BORDE F TRANSFER 5OF-7 ENAMEL ALUMINUM PROVIDE SQUARE -TO -ROUND ADAPTER ON GRILLE SALES FLOOR GRILLES G SUPPLY TITUS OPPOSED SURFACE WHITE STEEL BLADES PARALLEL TO LONG DIMENSION REQISTER 30ORL BLADE MOUNT ENAMEL & Y4" SPACING, 11/4" MARGIN. MOUNT RETURN/ TITUS SURFACE WHITE 35- FIXED DEFLECTION GRILLE W/ LADES H TRANSFER 35ORL MOUNT ENAMEL STEEL PARALLEL TO LONG DIMENSION & -Y4" GRILLE SPACING - 11/ " MARGIN J EXHAUST TITUS OPPOSED SURFACE WHITE 35- FIXED DEFLECTION REGISTER W/BLADES PARALLEL TO LONG DIMENSION & :Y4" REGISTER 350RL BLADE MOUNT ENAMEL STEEL SPACING - 11/4" MARGIN K 1?ETURN/ TRANSFER TITUS 5OF-1 SURFACE MOUNT WHITE ENAMEL ALUMINUM 1/2x�/2x1 EGGCRATE GRID W/ 11/4" FLANGE FRAME GRILLE MAKE-UP AIR SCHEDULE NO AREA SERVED LOCATION MFR AND MODEL NO CFM TSP FAN SPEED RPM DRIVE DAMPER SIZE HP ELEC REMARKS SF-1 RANGE HOOD ROOF OXFORD ASW000 2977 % 676 �4 208/3 O FOOD SERVICE EQUIPMENT SCHEDULE 18 FIXT NO TYPE WASTE INDIRECT WASTE VENT FCW CW HW REMARKS K-17 YOGURT MAKER Y4 Y4 " THREADED HOSE w/ BACK Ow REVENTER CONNECTION INDIRECT WASTE TO FUNNEL DRAIN K-18 HAND SINK 11/2" 11/2'. 1/2" 1/2" INDIRECT WASTE TO FLOOR SINK K 11 DRINK DISPENSER 74 INDIRECT WASTE ICE BIN TO FLOOR SINK K-34 3-COMPARTMENT SINK 2" 21' (2)1/2" (2)Y2" DIRECT CONNECT TO SANITARY SEWER K-35 VEGETABLE SINK 1 Y2" 112- Y2" INDIRECT WASTE TO FLOOR SINK K-41 ICE MAKER �4" 1/2" FILTERED CW TO CUBER INLET INDIRECT WASTE ICE BIN TO FLOOR SINK K-42 WATER FILTER 1" & N 11/4" K-55 ICE MAKER v 74" 1/2" FILTERED CW TO CUBER INLET INDIRECT WASTE ICE BIN TO FLOOR SINK K-56 DRINK DISPENSER 74 INDIRECT WASTE ICE BIN TO FLOOR SINK K-59 COFFEE MAKER Y4" NOTES: 1) "K" NUMBERS REFER TO FOOD SERVICE EQUIPMENT REQUIRING PLUMBING. 2) FOOD SERVICE EQUIPMENT SET IN PLACE BY OWNER. PLUMBING AND/OR VENTILATION TRADES SHALL ROUGH -IN AND CONNECT EQUIPMENT AS INDICATED IN SCHEDULE AND PLANS, 3) ROUGH -IN FOR WATER Y2" MINIMUM LINE AND FINAL HOOK-UP SIZE AS REQUIRED. FLOOR & ROOF DRAIN SCHEDULE-�_ DRAIN NO SERVICE WASTE VENT MODEL NO REMARKS AND TYPE FD-1 GENERAL DRAIN 2", 3" & 4" • 1 1/2" & 2" JOSAM 1 F FUN1�1�L- I� IN1>IC�i ue;s 3oP'1 ' -4 PF�v1�� T1zAP P�1_t-'1EIz FiTi1NCa ON 30000-A • RD-1 ROOF DRAIN 4", 6" & t0" JOSAM I 21500-1-2-26 DECK CLAMP ASSEMBLY, DRAIN RECEIVER AND ALUMINUM DOME'-- RD-2 JOSAM DECK CLAMP ASSEMBLY, DRAIN RECEIVER OVERFLOW 101, 26010-1-2-26 AND ALUMINUM DOME FLOOR SINK FOOD SERVICE 3.. 2„ JOSAM HALF- GRATE, INTERNAL DOME STRAINER 49013 DO NOT SLOPE FLOOR TO DRAIN OWNER SUPPLIED MATL & EQUIP SCHEDULE ITEM NO _ DESCRIPTION ROOM LOC SUPP BY RECD BYINSTALLB TEST BY SPEC DIV/SEC REMARKS OWN1 CTR OWN CTR OWN CTR OWN CTR 1 NOT USED 2 ACOUSTICAL CLG PANEL (ACT 1) - _ _ = 09510 3 COUNTER & CABINET FIXTURES - _ _ _ _ - SEE DWGS FOR PREP WORK 4 HARDWARE (DOOR) - _ _ _ = 08700 CORES ONLY 5 CER TILE (CT-1), (CT-2), (CT-3) - _ _ 09300 6 EXTERIOR WASTE RECEPTACLES EXT- 7 RESILIENT FLR(RF-1,2) & ADHESIVE - _ _ = 09650' 8 CARPET, EDGE MOLDING, & ADHESIVE - _ * 09680 9 INTERIOR PAINT -RED AND GRAY - _ * = 09900 C-1 & C-5 ONLY 10 KYDEX WALLCOVERING - _ _ = 09950 11 SOAP DISPENSERS 11 1 _ _ = 10010 EXCEPT P HANDICAPPED & CHILDRENS LAV 12 SIGNAGE-INTERIOR & EXTERIOR - _ _ _ _ - SEE DWGS FOR ELEC READ 13 PYLON SIGN EXT = _ _ _ - SEE DWGS FOR ELEC REQD 14 SAFE 104- 15 ATM, VENDING, & REFR 103,207 = _ _ - SEE DWGS FOR ELEC REOD 16 COMPACTOR,CONTAINER,POWER PACK 130 = _ _ _ - SEE DWGS FOR ELEC REQD 17 BALER 130 I = _ _ _ - SEE DWGS FOR ELEC READ 18 FOOD SERVICE EQUIPMENT & FIXTURES 122,123,12 = _ _ _ - SEE DWGS FOR MECH/ELEC REQD 19 NOT USED 20 SALES FLOOR DISPLAY FIXTURES 102 _ _ _ - SEE DWGS FOR PREP WORK 21 LANDSCAPE OFFICE PARTITIONS 212,215- 22 STOCK ROOM SHELVING -- 23 RTU'S AND CURBS EXT = _ _ = 15780 24 NOT USED 25 I FOOD SERVICE HOOD & VENT EQLJIFIT123 EXT = = 5850 158 pSEE DWGS FOR MECH/ELEC REQD 26 POWER & COMM POLES & FLEX WIRE 102 = _ _ _ - I SEE DWGS FOR ELEC READ 27 SALES FL LIGHT FIXT & FLEX WIRE 102 _ _ = 16510 28 PARKING LOT LIGHT FIXT & POLES EXT _ _ * 16510 29 SECURITY ALARM SYSTEMS - _ _ _ * - SEE DWGS FOR ELEC READ 30 TELEPHONE SYSTEM - _ _ _ = 16741 SEE DWGS FOR ELEC READ 31 PUBLIC TELEPHONES 100,101- 32 FOOD SERVICE PAGING 123 = _ _ * 16771 33 EMERGENCY PAGING SYSTEM 109 = _ _ _ - SEE DWGS FOR ELEC READ 34 EPOS SYSTEM - _ _ _ _ - SEE DWGS FCR ELEC READ 35 ANTENNA PLUGMOLD SYSTEM - _ _ 16781 36 ENERGY MGMT, AND CONTROLS - _ _ _ = 15950 37 CONTACTOR CABINETS 138,202 = _ _ = 16485 38 THERMOSTATS - 16180 SEE DWGS FOR ELEC REQD 39 CONTROL RM A/C EQUIP 114 = _ _ * = 15850 40 CONDENSING UNIT EXT = _ _ - SEE DWGS FOR MECH/ELEC REQD 41 BACKLIT GRAPHICS 102,123 _ _ = SEE DWGS FOR ELEC REOD 42 FOOD SERVICE MENU BOARDS 123 = _ _ SEE DWGS FOR ELEC READ 43 SALES FLOOR ACCENT LIGHTING 102 = _ _ = 1651D 44 PACKAGE ENGINE GENERATOR SET 138 = _ _ 16622 45 VALANCE - - 46 FIRE ALARM SYSTEM - _ _ _ _ - SEE DWGS FOR ELEC REOD 47 RESILIENT BASE (RB) & ADHESIVE - _ _ = 09650 48 NUMBER DISPLAY MACHINE 103 = _ _ _ - SEE DWGS FOR ELEC READ 49 NOT USED - 50 SATELLITE DISH - * _ _ _ - SEE DWGS FOR STRUC/ELEC REQ 51 NOT USED 52 CART RAILINGS & ROLLERS 100,101 53 BIKE RACK = _ i APPROVED FOR PERMITTING; ❑ AS NOTED ON PLANS 17 WITH ATTACHMENTS 13 W�UT ATTgCHMENTS By. � In 8 0 uj Ld o- o0 / wo zCc000 00 zN�00 w CO W N X W � �Q�� caad'o aW '- d O J F- hvA Z Z lr= O N 9 c(� Ln 5 IL W at _ o �^ r N 0 T m LL O c , Z CO Q m c iLa r O % O V o 0 r a � u CD00 CV .� w z 3V 6 w � J m � ►- 0 = Qva ryj \ J � 9 U C/� v , W J W W ■ t j F - ROOF DRAIN iii111 1" SCHEDULE 40 - (SEE ARCH DRAWINGS) PIPE OR UNISTRUT BETWEEN METAL DECK ROOF (j (� & TOP CHORD AT - RAINWATER I U J PANEL POINT OF � / BAR JOIST. CONDUCTOR WELD TO JOIST. ' SEE STRUC FOR CONT SEAL AROUND PIPE A SLAB AND FOUNDATION- SLEEVE WITH SLNT-1 CW SUPPLY v_ (SEE SPEC) -- ti ATTACH ROD TO - INSULATE FROM ROOF ADE PIPE SLEEVE {�_(_.J_ PIPE W/ SUPPORT DRAIN TO VERTICAL Hw SUPPLY — RATED FOR LOAD RISER (SEE SPEC) G ARIES) - ----- --------- _��------- � - A �- BEAM CLAMPS ON � • SHUT-OFF VALVE -- -"�� %2"\ HANGER ROD`___----)' MEZZANINE /' TOP CHORD OF - - -- - - - -- PIPE SUPPORT AS FLOOR BAR JOIST AT REQUIRED --------- DIELECTRIC UNION - i PANEL POINTS _ / _.� f-•_ Hw SUPPLY--- E -- Cw SUPPLY SHUT-OFF VALV71 E ' RAINWATER CONDUCTOR v (SEE PLAN FOR SIZE) PIPE SLEEVE - '( TEMPERATURE & F --- FLUE 1/2" CW — -- Z "im I PRESSURE RELIEF /8 THREADED VALVE, FULL SIZE 1 DIELECTRIC UNION ROD _ TEMPERATURE AND DISCHARGE TO I CONE SEAL AROUND PIPE PRESSURE RELIEF DRAIN PAN -USE " _ 3j'�" PLYWOOD SEE SPEC) SLEEVE H SLNT- VALVE, FULL SIZE �-� C-oPPEFz U"s GAS LINE �.%� PLATFORM• SIZE ` DISCHARGE TO 1/2" AS REQUIRED I' I2" CHECKERED UNION CHILLED CW JANITORS SINK OR \! T PAT N CLEAN -OUT TO F-6 FLOOR DRAIN - v5E STEEL I L, E 0 APPLIANCE ; ; \_ �' �-C�FMIZ LA tJ E 2 x2 x /q ANGLE __________� REGULATOR \\ � � < FRAME - SHORT SWEEP BEND (SUSPEND 7'-6" _� LUBRICATED GAS 2"x2"xl/4" ANGLE ; VERTICAL MATCH DIAMETER OF 6 m q ABOVE FLOOR) COCK REMOTE WATER 5 FINISHED FLOOR VERTICAL RWC � a $ WATER HEATER COOLER (SEE MOUNTED ON 3" SPECIFICATION) DRAIN LINE HIGH STEEL RING - C WATER HEATER DIRT POCKET -�" CEILING M1 1 6 _ \ ATTACH PLATFORM / -- �- PERIMETER INSULATION Y4" DRAIN LINE _ IN CORNER WALL \ \� ON TWO SIDES 1 } SEE ARCH HOSE ADAPTER_ 13I PROVIDE GALVANIZED STEEL �� 2'-0" OC W/ I a I DRAIN PAN WITH SIDES 4" SELF -TAPPING \ �r HIGH. CONSTRUCT AND INSTALL—, SCREWS INTO STUDS \ 6V% a PER LOCAL REQUIREMENTS. / \ �.++ I'" 11 t-41 ri U ri ?� caAu L-a E ✓ la^L.�/A" IZEV . � JANITOR'S R SINK 0 � �u _ - _ �d � , ELECTRIC WATER HEATER 2 SUSPENDE`D WATER HEATER 3 REMOTE WATER COOLER 4 RAINWATER CONDUCTOR PIPING s RWC THRU FOUNDATION WALL �eJ ,1`Ltip M12 NO SCALE �12NO SCALE M12 NO SCALE M12 NO SCALE M12 NO SCALE �j W M MINIMUM HEIGHT Z W 0) ao ao (H) 5'-0" a OD W o Zwwit N DIMENSION NOT RAIN CAP _� f_ � ,n N GREATER THAN UL APPROVED VENT CAP 3 � 0 t--� 75i OF „H„ .� d o I i ROOF "' a ~ a I I 24 GAUGE GI o 8 I I 1" SCHEDULE 40 UMBRELLA DRAW DRAW BAND W/ 0 a M1 I I PIPE OR UNISTRUT BAND HOOD WATER- SEALANT SUITABLE I BETWEEN METAL DECK UL APPROVED TYPE 'B' TIGHT, SUITABLE FOR 1100 F. I & TOP CHORD AT DOUBLE WALL VENT FOR 1100- F. _ PANEL POINT OF o I I BAR JOIST • WELD TO JOIST, r Q DRIP TEE w/ STORM COLLAR SEE ARCHITECTURAL DRAIN OPENING, ATTACH ROD TO FOR FLASHING PLUG OPENING PIPE W/ SUPPORT \ • -� UNION F, RATED FOR LOAD SEE ARCHITECTURAL - FOR FLASHING �� °' ROOF -t- 1/2"\ HANGER ROD ROOF APPLIANCE REGULATORS GAS PIPE - �- EOROOFTOP NT - LUBRICATED PLUG COCK AS -BAR JOIST . APPROVED BY LOCAL CODE E AUTHORITY V DIRT POCKET --- 1" MINIMUM CLEAR, OR VENTILATED GAS PIPE ---UNIT HEATER CLEARANCE LISTED ON VENT. METAL THIMBLE WHICHEVER IS GREATER - W LUBRICATED t� PLUG COCK--__-_ -APPLIANCE REGULATOR PROVIDE 3" AIR _ _ _ INSULATION - SEE ``. DIRT POCKET GAP SPECIFICATION � --- NOTE: MOUNT UNIT HEATER AS HIGH AS POSSIBLE UNLESS OTHERWISE NOTED ON PLANS. PROVIDE CLEARANCES SCHEDULE FROM COMBUSTIBLE SURFACES AS V PIPE L EXHAUU ST PER MANUFACTURER'S LISTING OR AS REQUIRED BY CODE. 6 GAS CONNECTION FOR ROOFTOP EQUIPMENT 7 GAS FIRED UNIT HEATER s UNIT HEATER VENT s GENERATOR EXHAUST THIMBLE 10 NOT USED M12 NO SCALE M12 NO SCALE M12 NO SCALE - M12 NO SCALE M12 0 2 Z W - SPRINKLER DRAIN PIPE N 0 1 I/2" VENT PIPE - 1" MIN AIR GAP WOLTDIN TO PS s BURGLAR BARS 0 � W :f POWER ROOF POWER ROOF - VENTILATOR VENTILATOR 1" INTERNAL 2" INTERNAL (n r d INSULATION � INSULATIION SEE �N T `N ARCH FOR SEE ARCH FOR o ROOF _ / CURB AND FLASHING ROOF CURB AND FLASHING 0 r� LLL CD z g INTERIOR DUCT-" Q m� c� 0 I I I W 3 T I 1 / < �e CIDCn 'I I ; 1" INTERNAL I I � o o � ----------- INSULATION1"x�$" i ---- GRAVITY BACK- I I--- GRAVITY BACK- ANGLE (TYP) �/ EXTERIOR DUCT WITH WEATHERPROOF SEAMS DRAFT DAMPER DRAFT DAMPER ; AND JOINTS 1" INTERNAL INSULATION TO ' --- %2" MASTIC 1" DUCT HANGERS- __--- - - 2" DRAIN PIPE w/ TRAP WALL -"' 10'-0" FROM FAN , INSULATION INSIDE '�— DRIP PAN - - '/ ' GALVANIZED ----------- MTAL SCREEN 2" PIPE TO SANITARY ��---- 2" DEEP DRIP PAN 2" DEEP DRIP PAN 0 y� SEWER WALL CO - FLOOR SOLDER WATERTIGH a N i � SOLDER WATERTIGHT 0 �- PLAIN "S" SLIP ALL FOUR SIDES. FASTEN Q u') WITHIN 2" OF CORNERS AND MAX 12" OC T- (TYPICAL). WEATHERPROOF FLASHING AT �..- WALL (SEE ARCH). 11 AUXILIARY SPRINKLER DRAIN 12 DUCTED POWER ROOF VENTILATOR - 13 NON —DUCTED POWER ROOF VENTILATOR 14 EXTERIOR DUCTWORK WALL PENETRATION 1S NOT USED w w M12 NO SCALE �12NO SCALE M12 NO SCALE �12NO SCALE �12NO SCALE (5z 4' G I:X 34 LONG-- W 0 DUCT � � y' _ SHUT-OFF VALVE - 0 J J — SUPPORT WIRE TO .� Z STRUCTURE O "I`-��+-- - - -� - 0 DIELECTRIC UNION--- �� --- 1/2" CW - DROP THRU CEILING a. ==" I a° IN EMPTY POWER/COMMUNICATION DUCT AND SLEEVE x O POLE - - - SUPPORTS ~ ( �UUQ� a ,'N MAJ � SLEEVE ASSEMBLY ~ I HOLE HOLE I J I- .;s CEILING SYSTEM T-BARS -- -- - - 1 I I I I I „Z FOR 2 X 4 TILES I CEILING RACED FIRE -�! U6 : �L: i DAMPER i APPROVED FOR PERMITTING: ��>�ol"; \ 1 i I I �� _ _ �� RATED CEILING b _ _ _ _ ❑ AS NOTED ON PLANS • 'f �s'sjy — - --- 6- 1I2'(DX 4-6 LONG -TOP ONLY ❑ WITH ATTACHMENT ' �-- EMPTY POWER/COMM " POLE BY DIV 16 F-4 S CEILING DIFFUSER, GRILLE, REGISTER 13 WITHOUT ATTACHMENTS 4 I 24- OIA, C-L MANHOLE FRAIME ANO..COVER r � I COORDINATE EXACT LOCATION t Z B�/ t'la•• !f''��0 I I OF POWER POLE WITH i3aY FLOOR _Q 2'-0'-'�►--2'•p`�' 2•_fl••�I•.6. > � I ELECTRICAL CONTRACTOR SUPPLY OUTLETS LOCATED BELOW DUCTS �'--7 I I ,� PRIOR TO INSTALLATION �o III OF ANY PIPING, NOTE: INSTALL SLEEVES, CEILING DAMPERS AND . OTHER RELATED COMPONENTS IN ACCORDANCE 4 C.I. PIPE III WITH MANUFACTURES APPROVED INSTALLATION CLEANOUT-GROVND LEVELLEEVE I I S4C1PIPINSTRUCTIONS WYE Iz STORE FIXTURE �_ 1/2IN -� DUCT CONNECTION FOR SONG iv °I SUPPLY DIFFUSER OR OPEN 4. �� PIPE SWEEP o - • C.l. PIPE X 34"HU ENDED SLEEVE FOR RETURN , GRILLES Iv \ 1/2" CW THRU POWER POLE - LONG 45' ELL O \- -A- N. . T GALVANIZED FITTINGS �SUPPORT WIRE TO 1\ �A, I RUN EXPOSED ON FIXTURE STRUCTURE ' g 1 GPM FLOW RESTRICTOR IN ADAPTER - I " I - PAINT TO MATCH FIXTURE. DUCT 45• i \ - SUPPORTS SLEEVE I I I •� :. .. - - - ; . WATER HEATER *3 MOUNT I I I N, G - - - --SLEEVE ASSEMBLY �---{-- ON WALL INSIDE CABINET Q " *LOOSE KEY SHUT-OFF VALVE --- - CEILING RATED FIRE 61•O•-'0--�"�� W F-8 AT 4'-0" AFF -- - E- DAMPER NO, 3•6- I I � NIPPLE CONNECT X 12 ON CENTER 1 � - x RATED CEILING TO HOSE REEL -yi" NON -REMOVABLE HOSE CEILING DIFFUSER, GRILLE, REGISTER TYPICAL WALLS ANO BOTTOM CONNECTION VACUUM BREAKER - AT 39" AFF - VERIFY HEIGHT PLUMBING FIXTURE F-8 w/ FIXTURE INSTALLER RETURN OPENINGS AND OTHER SUPPLY OUTLETS r 16GREEN PLANT FAUCET 17 DUCT OUTLET PROTECTION SYSTEM 1s GREASE TRAP DETAIL 1s WATER HEATER RISER DIAGRAM M12 NO SCALE M12 NO SCALE M12 NO SCALE M12 NO SCALE WW 2 to SUPPORT FLEXIBLE DUCT W/ DUCT HANGERS 5'-0" 0 C CURB ROOF JOIST TO S DIFFL 24" (AT B AL AI INSUL (SEE SPECIFICATIONS) i_'�SECTION AT TYP SALES FLOOR ROOF TOP UNIT PRV-2 VENTEI 5 EXHAU INSULA INSULA FROM TF UNINSULA FLEX SUI REQUIREC MAX) ROOF TOP UNIT 93 INTERNALLY INSULATE THE SUPPLY & RETURN PLENUMS W/ 1" INSULATION FOR FLASHING SEE ARCH JOIST GIRDER TO SUPPLY DIFFUSER SQUARE TO ROUND ADAPTER CEILING RETURN AIR GRILLE SECTION AT RTU-1 v4' = l'-O. ATED SUPPLY CURB ILT-IN ELBOW LY DUCT ON ROOF ATED CURB 5 V/2" CONDENSATE LY FAN SF-1 REFRIGERANT LINES UP TO CONDENSING UNIT ON ROOF • FILTER RACK W/--- 20"x16"x2" MEDIUM EFFICIENCY THROWAWAY FILTER 'X 26" EXHAUST DUCT X 24" SUPPLY DUCT EXHAUST HOOD " B UCT F HI NG I TO UNIT SIZE v4" = i'-O" 4 B FAF-1 FLEXIBLE CONNECTION I x A FOR FLASHING SEE ARCH I • i F-24X48 I SALES FLOOR CEILING I I I 48X12 _ 20X12 CEILING SECTION AT FORCED AIR FURNACE HANG EXHAUST FROM ROOF STF ANGLES BOLTED TO BOTTOM OF TOP CHORD SIZE EXHAUST PIF �F BAR JOIST TO MANUFACTURE 11 HANGER RODS WITH RECOMMENDATION' ADJUSTING NUTS ON ANTICIPATED ' AC-1 39 BACK PRESSURE FLEXIBLE CONNECTION MUFFLER - MINIML �_r-- BEAM 8'-0" AFF 41 1 / JOISTS 16 X 2 2 12"MIN INSTALL MUI SPECIFIED It �j TERMINATE 1" AUX. PAN DRAN MIN CHECK ABOVE CEILING LINE IN OVER FLE VALVE CONDENSATE PUMP SIZE ESCUTCHEON PLATE CEILING FOR PPORT SEE 3 SIM CONTROL ROOM t2 SECTION THRU EXHAUST HOOD CONTROL ROOM COOLING UNIT CURB FOR I SEE ) RTU-2 J JOIST NO SCALE v4• = l'-O- AP SWAY BRACE -ATION COCK WITH 2 TRAP - 7'-0" AFF PE SUPPORT TO FLOOR ©3 ROOF TOP UNI FOR FLASHING SEE ARCH C E LOUVER WITH RIZED DAMPER - E ND RIZED DAMPER SE F( _AR BARS 1ST LOUVER 211w X 36" H ESS DOOR XIBLE CONNECTION SECTION AT ENGINE GENERATOR I(�8CONDENSATE DRAIN PIPING AT RTU JOTS' JOIST GIRDE RUN SUPPLY DUCT THRU JOIST GIRDER WEBBING SECTION AT RTU-15 (RTU-16 SIMILAR U CURB 4.� IELOW DECK _V METAL 19 u AL $ cr /z 1i V4' - 1'-0' ROOF TOP UNIT (RTU) V4' = 1'-O" M13 NO SCALE 3 NO SCALE r CEILING s SECTION AT RTU-2 M13 W" := 11-0. • APPROVED FOR PERMITTING: p AS NOTED ON PLANS ❑ WITH ATTACHMENTS Ej WITHOUT ATTACHMENTS gy DateIV , f- n W Q W r�� H M 00 .(<so W t� p WAN N n o cf) 00. Q Z Z N IF Q' r 0) r o } ac co < o m < � o ZS��tt W ( 7 1 ► o T O O �. N u Lu (.Dz w0 w__j �_ ~ �-� 006 Cn U)z �0 �-- c W W o J C� . r T E X 40'-0" POLE BOND GROUND CONDUCTOR TO LUGS INSIDE POLE BOLT COVER GROUT POLE BASE e F: 1" CHAMFER ANCHOR BOLTS (4 REQUIRED) n) PARKING LOT ,—i�i' VERIFY LOCATION W/POLE MFGR FINISH GRADE ' t CONDUITS 3" 12" •� -'i' � MIN O ' •6 AWG GROUND CONDUCTOR 3000 PSI CONC .• 6-87 BARS VERTICAL WITH •4 TIES 0 6" OC NOTE' 2. 6. A. ANCHOR BOLT PLACEMENT AND CONCRETE WORK BY GENERAL DI A . CONTRACTOR. PARKING LOT LIGHTING POLE BASE DETAIL NO SCALE A S A V E N U E [_ 7 1/2 A FINISHED GRADE z 0 CONCRETE ENCASEMENT SEE SPECIFICATIONS SECTION 16111. .,JNDUIT TO COMPLY WITH N.E.C. TABLE 310-27, NOTE 2 SERVICE CONDUITS SECTION LEGEND - AREA LIGHTING POLE AND LUMINAIRE 40' - 0" + MOUNTING HEIGHT, AS FOLLOWS: A. ABOVE GRADE CONCRETE BASE (SEE DETAIL) THIS SHEET. B. POLES: 1. PROVIDE 40' - 0" ROUND TAPERED ALUMINUM POLE LEXINGTON STANDARD CAT. NO. 3808-60108T4 WITH VIBRATION DAMPNER, BASE COVER, HAND HOLE, ANCHOR BOLTS AND FACTORY PRE -FINISHED "CARNIVAL RED" COLOR. C. LUMINAIRE TYPE OA - TRIPLE ASSEMBLY DIRECT MOUNTED TO POLE. SQUARE LIGHTING DISTRIBUTION PATTERN WITH "D5S" REFLECTOR. DEVINE # SECV27-CI-1000HPS-277-D5S. WITH FACTORY PRE - FINISHED "CAMVAL RED" COLOR. LAMP - 10W WATT H.P.S., 277 VOLT. TYPE OB - SAME AS ABOVE, EXCEPT WITH TWIN ASSEMBLY. DEVINE # SECV27-B-1000HPS-277V-D5S. TYPE OC - SAME AS ABOVE, EXCEPT SINGLE ASSEMBLY. DEVINE LIGHTING #SECV27-A-1000HPS-277-D3. TYPE OD - SINGLE ASSEMBLY DIRECT MOUNTED, TO POLE. HOUSE SIDE SHIELD PATTERN WITH "FT" REFLECTOR. DEVINE # SECV27-A-1000HPS-277-D4FT. WITH FACTORY FINISHED "CARNIVAL RED" COLOR. LAMP - 750 WATT HPS, 277 VOLT. ' D. BALLAST: 1 LAMP REGULATING OUTPUT, 277 V± 10% INTEGRAL WITH LUMINAIRE. NUMERAL NEXT TO STANDARD INDICATE CIRCUIT NUMBER. 'l _¢ UNDERGROUND CONDUIT & WIRE # 4 INDICATES WIRE SIZE, --►- SLASHES ACROSS RACEWAY 'INDICATE NO. OF CONDUCTORS IN RACEWAY. A GREEN GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL NON-METALLIC RACEWAYS AND CONNECTED TO GROUNDING LUGS IN PANEL. GROUNDING CONDUCTORS SHALL BE CONTINUOUS. NOTES - AREA AND FLOODLIGHTING 1) MANUFACTURER OF AREA LIGHTING EQUIPMENT SHALL BE AS SCHEDULED ABOVE, OR APPROVED EQUAL BY GARDCO OR STERNER. PROVIDING FOOT-CANDLE LEVELS EQUAL TO OR GREATER, UTILIZING SAME QUANTITY AND WATTAGE FIXTURE AND SAME QUANTITY AND LOCATION OF STANDARDS. MANUFACTURER MUST SUBMIT POINT BY POINT FOOT CANDLE LAYOUT FOR APPROVAL. 2) ALL UNDERGROUND WIRING SHALL BE INSTALLED IN 1-1/2" (MINIMUM) DIRECT BURIAL "CARLON" PLASTIC CONDUIT - DOWN 30" MINIMUM, CONCRETE ENCASE ALL CONDUIT UNDER BUILDING TO 10 FEET OUTSIDE, 3" CONCRETE ALL AROUND, TURN UPS TO PANELS TO BE RIGID STEEL. 3) GROUND ALL GROUNDING CONDUCTORS TO GROUNDING LUGS IN PANEL. GROUNDING CONDUCTORS SHALL BE CONTINUOUS. 4) COORDINATE WITH ALL OTHER UNDERGROUND WORK. 5) PROVIDE FUSED TAP PROTECTION AT EACH POLE, JOY NO. X8917 W/FUSE. SITE PLAN KEY NOTES la ELECTRICAL SERVICE TRANSFORMER PROVIDED BY UTILFTY COMPANY (CITY OF COLLEGE STATION). ELECTRICAL SERVICE PAD PROVIDED BY SITE CONTRACTOR. CT'S & PT'S SHALL BE IN THE UTILITY COMPANY'S TRANSFORMER. METER SHALL BE MOUNTED ON SIDE OF TRANSFORMER. METER BASE & METER TO BE FURNISHED BY UTILITY COMPANY. THIS CONTRACTOR SHALL PROVIDE MAIN SERVICE DISCONNECT 1600 AMP 480V 3-POLE 100% RATED CIRCUIT BKR WITH GROUND FAULT PROTECTION IN NEMA 3R ENCLOSURE ADJACENT TO THE TRANSFORMER ON A 4" THICK CONCRETE PAD. SECONDARY CABLES SHALL BE CONNECTED THROUGH THIS CIRCUIT BREAKER AND TERMINATED IN TRANSFORMER. THE TERMINATION SHALL BE PERFORMED BY UTILITY COMPANY. �2 SECONDARY SERVICE ENTRANCE CONDUCTORS AND CONDUIT BY DIV. 16. (THIS CONTRACTOR) SEE DETAIL 1/EO. 03 PROVIDE & INSTALL TELEPHONE ENTRANCE CONDUITS. P.V.C. SCHEDLT�_E 40 ENCASED IN CONCRETE WITH 2 # 4 REINFORCING RODS. RUN 2' - 6" BELOW FINISHED GRADE. COORDINATE INSTALLATION WITH GENERAL TELEPHONE COMPANY AND ALL OTHER UNDERGROUND WORK. ® PROVIDE 1" GRS CONDUIT WITH PULL WIRE FROM PULSE GENERATOR AT METER TO EMS CONTROLLER IN ROOM # 216, SEE DETAIL 1 SHEET E8. General Mote V_It r►cal CftTM15 and opeVr(LtiVvg KneclnaV k5Ms •t%k knAr-A- ca oo ed -ro fet roov"s slnc Lk be ofeoalnle- u, dLx ovw Vla.ua avicl lb1ka11 %xA V`equtNe. ttahj gra�p�v\9 ptjckjw9 or twistmll oQ nine. wrist. The 4Ibrce, reau►re8 -to GCttv0.te Cbntvwl'b Slnall be v\o I reate-o thavx Owe• lu . �U►��et1�1e � 1 APDDOVED FOR PERMITTING: EY AS NOTED ON PLANS • E3 WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS By r Date �-- rl) w0 Uwe Zclf000 -►-r4')00 2pf 00 c7� 03 LLJ Y O0 f N o� 3U�� aao � a_ z Q" 0 J 0� a F7 I Z 0 N_ > W 0 T T tl1 j = my m00 N Q m �W j Q Qi z < Y = Z m Qn O 0 U10 W T o 0o o d T CL z o U 0 0 W 0 V N W O � H U W 0 L / T� N d x Z � 0LLJ w0 _j- -iQ 0 C)U) Z 0: GE �.. CL LLJ LL] J F- Lij C/) 1- H —0 t SHEET LIST ROOM NAME & NUMBER GENERAL NOTES KEYNOTES - - 0 SET TRANSFORMER TAPS Q 2.5/ FCBN. ELECTRICAL ROOM ROOM SHEET NUMBER SHEET NAME NO ROOM NAME NO ROOM NAME 20 SET TRANSFORMER TAPS Q 5.0i FCBN. EO ELECTRICAL SITE PLAN 101 VESTIBULE 137 JEWELRY LOCK UP A ALL MATERIALS, PRODUCTS, DEVICES, 37 SET TRANSFORMER TAPS Q 7.5/ FCBN. 102 SALES 138 ELECTRICAL FIXTURES, FORMS OR TYPES OF CONSTRUC- E1 ELECTRICAL SYMBOL LIST & ONE LINE DIAGRAM TION INCLUDED IN THESE SPECIFICATIONS 103 GUEST SERVICE 139 NIGHT MAINTENANCE SHALL MEET OR EXCEED THE REQUIREMENTS E2 LIGHTING PLAN 104 OFFICE 140 DAY MAINTENANCE OF NATIONAL ELECTRICAL CODE (NEC), E3 SPECIALTY LIGHTING PLAN 105 NOT USED 141 CIRCULATION AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), INSTITUTE OF ELECTRICAL AND E4 POWER PLAN 106 ELEVATOR 142 FIXTURE STORAGE ELECTRONICS ENGINEERS (IEEE) AND 107 CIRCULATION 143 MEN NATIONAL ELECTRICAL MANUFACTURING E5 SYSTEMS PLAN 108 NOT USED 144 WOMEN ASSOCIATION (NEMA) E6 ROOF PLAN 111 SECURITY 145 FOOD SERVICE LOCK UP B ALL MATERIALS AND EQUIPMENT SHALL E7 FOOD SERVICE, ADMIN, AND STAFF AREA 114 OFFICE 146 CANDY LOCK UP BE LISTED AND APPROVED BY A NATIONALLY LIGHTING PLANS 115 WOMEN 147 STOCK RECOGNIZED INDEPENDENT TESTING LABORATORY E8 FOOD SERVICE, AND STAFF AREA POWER & 116 MEN 148 NETWORK/INVOICE AS CONFORMING TO THEIR STANDARDS. SYSTEMS PLANS 117 CIRCULATION 200 EMPLOYEE SERVICE CTR C ALL WIRE, CABLES, AND INSULATIONS Eg RECEIVING AREA AND STOCKROOM POWER & SYSTEA 118 NOT USED 201 LOCKERS/COAT ROOM SHALL CONFORM TO ICEA-NEMA AND PLANS NATIONAL ELECTRICAL CODE STANDARDS 119 JANITOR 202 ELECTRICAL AND SPECIFICATIONS. USE NEW WIRE AND E10 PANELBOARD SCHEDULES 120 FOOD SERVICE STORAGE 203 NOT USED DELIVER TO THE JOB SITE IN COILS OR Ell SCHEDULES 121 STORAGE 204 CIRCULATION ON REELS. EACH COIL/OR REEL SHALL HAVE A LABEL WITH THE MANUFACTURER'S E12 ELEVATIONS, SYSTEMS DETAILS & CONTROL DIAGR S 122 FOOD PREP 205 NOT USED NAME, TRADE NAME OF WIRE, SIZE OF WIRE 123 SERVING 206 OFFICE AND UL LABEL. _ E13 LIGHTING AND POWER DETAILS 124 FOOD SERVICE SEAT 207 CONFERENCE/LOUNGE D COORDINATE ALL SITE ELECTRICAL WORK WITH E14 SALES FLOOR FIXTURE ELECTRICAL DETAILS 125 ELECTRONIC STOCK 208 CONFERENCE DEVELOPER & APPROPRIATE UTILITY COMPANY, E15 SALES FLOOR FIXTURE ELECTRICAL DETAILS 128 STOCK 209 NOT USED 129 FITTING ROOMS 210 OFFICE PROVIDE UL SYSTEM NO . 1 47 OR EQUAL FIRE 130 COMPACTOR / BAILER 211 NOT USED STOP SYSTEM AT ALL CONDUIT PENETRATIONS 131 RECEIVING 212 MERCHANDISE CLERICAL OF FIRE RATED PARTITIONS OR CEILINGS. 132 RECEIVING MANAGER 213 OFFICE , 133 MARKING 214 OFFICE 134 WATER SERVICE 215 AREA MANAGER 135 CHARGEBACK 202A ELEC CLOSET 136 REWRAP SYMBOL LIST KEY NOTE -© CLOCK HANGER RECEPTACLE - 84" MSS MANUAL MOTOR STARTER, SWITCH (MSS) Q DESIGNATES OWNER SUPPLIED EQUIPMENT. ® FLOOR BOX (POWER) , ® MAGNETIC MOTOR STARTER (SEE MOTOR AND EQUIPMENT SCHEDULE). MULTIPLE SYMBOLS ON BRACKET INDICATE ® FLOOR BOX (TELEPHONE) �' SAFETY SWITCH (POLES NOTED, F INDICATES ALL DEVICES UNDER ONE COVER PLATE. FUSED, SIZE AS NOTED). O INCANDESCENT OR HID LUMINAIRE ; FLOOR BOX (SYSTEMS)(LETTER DENOTES OUTLET T`�PE, COMBINATION STARTER/SAFETY SWITCH E SEE DETAILS) , FLUORESCENT LUMINAIRE J UNDERFLOOR DUCT AND JUNCTION BOX (NUMBER OF PARALLEL LINES INDICATE NUMBER OF DUCTS), . PUSH BUTTON STATION BARE -LAMP FLUORESCENT STRIP of TAP IN UNDERFLOOR DUCT (LETTER DENOTES MOTOR CONNECTION (SEE MOTOR AND EQUIPMENT OUTLET TYPE, SEE DETAILS) , SCHEDULE). - INDICATES EMERGENCY LIGHTING POWER POLE (TELE/POWER) O DAMPER MOTOR Q INDICATES EMERGENCY LIGHTING SINGLE -POLE SINGLE -THROW SWITCH - 48" THERMOSTAT ®I I ILLUMINATED EXIT SIGN - CEILING/WALL (SHADED QUADRANT INDICATES FACE(S). PROVIDE 49- 2 TWO -POLE SINGLE -THROW SWITCH - 48" ; © CLOSED CIRCUIT TV CAMERA LOCATION J- J , (OWNER PROVIDED,) DIRECTIONAL ARROWS WHERE INDICATED. ❑--o POLE MOUNTED LUMINAIRE 3 THREE-WAY SWITCH - 48" WIRING METHOD AND IDENTIFICATION (NOTE: WITHOUT WALL MOUNT JUNCTION BOX i4 FOUR-WAY SWITCH - 48" ; FURTHER IDENTIFICATION SYMBOL INDICATES 1/2" CONDUIT WITH 2012 AWG CONDUCTORS. CROSS LINES Q CEILING MOUNT JUNCTION BOX ; K KEY -OPERATED SWITCH - 48" ' ' INDICATE QUANTITY OF 012 AWG CONDUCTORS AND EXTENDED CROSS LINE W/O DOT INDICATES NEUTRAL CONDUCTOR, W/DOT INDICATES SEPERATE GROUND, Q MASTER ANTENNA -TV (MATV) SYSTEM i t;09 SWITCH AND PILOT LIGHT - 48" , ALL IN CODE SIZED CONDUIT, NS INDICATES A NON - A SWITCHED CIRCUIT FOR EMERGENCY OPERATION.) Q C CCTV SYSTEMM MOMENTARY CONTACT, SPDT - 48" CONDUIT CONCEALED IN CEILING OR WALL CRT NETWORK SYSTEM OS D DUCT SMOKE DETECTOR - ' ' ' , , CONDUIT CONCEALED IN FLOOR dQ E ELECTRONIC POINT OF SALE (EPOS) SYSTEM ' FLOW SWITCH ' CONDUIT EXPOSED Q FIRE ALARM SYSTEM ' � TAMPER SWITCH - - - - - - - - CONDUIT RUN UNDERGROUND (SLOPE TO DRAIN F i i TO PULL BOXES). Q P PAGING SYSTEM BELL - 90" CONDUIT TURNED UP Q s SECURITY SYSTEM ' 1C3/ BUZZER - 90" CONDUIT TURNED DOWN aQ T TEMPERATURE CONTROL DEVICE ; -� TELEPHONE OUTLET - 18" ; CONDUIT (C) CAPPED OR (8) BUSHED BRANCH CIRCUIT HOME RUN TO PANELBOARD -e SINGLE RECEPTACLE - 18" -4 W TELEPHONE OUTLET, WALL - 60" P-1 (UPPER CODE - PANEL ID, LOWER NUMERALS i 1,2,3 IDENTIFY CIRCUIT NUMBERS) MC) DUPLEX RECEPTACLE - 18" QS SPEAKER GROUND CONNECTION AS NOTED QUADRUPLEX RECEPTACLE - 18" LP PANELBOARD ' NOTE: DIMENSIONS ARE TO CENTERLINE OF DEVICE OR BOX UNO. ® SPECIAL-PURPOSE RECEPTACLE - 18" ® HL PANELBOARD SUBSCRIPTS CEILING RECEPTACLE ® HP PANELBOARD F.W.E. FURNISHED WITH EQUIPMENT 12" MULTIOUTLET ASSEMBLY - X INCHES INDICATES RECEPTACLE SPACING (ARROWS DEFINE THE 0 TRANSFORMER LIMITS OF THE INSTALLATION). „ MDS,- 1600A, 480/277V, 3\, 4W, 60HZ 1600A NEUTRAL BUS 500 MCM CU, BONDING JUMPER GROUND BUS FULL LENGTH OF SWBD "MDS" BUS W/ GR0UND; 50,000 AIC 4 SETS 4"C W/4.750 MCM 600A 600A CU. & 1.300 MCM 3P 3P CU. GND, (xHHW) EACH E 4 SETS 4"C (3) 600A (3) 600A �N/4.750 MCM (LPS-RK) (LPS-RK) 1U. (xHHW) EACH ,15') 2 SETS 3"C 2 SETS 3"C W/4.350 MCM w/4.350 MCM CU. XHHW & CU. XHHW & 1.1 GND EACH 1.1 GND EACH _ (28') (24') UTILITY TRANSFORMER SERVICE ENTRANCE 1600A, 48OV/3P 10OX RATED CIRCUIT BREAKER WITH GFP & GROUND BUS IN NEMA 3R, PAD LOCKABLE ENCLOSURE. PROVIDE 4" THICK CONCRETE PAD FOR ENCLOSURE. GROUND BUS 2 X 1 /4 THICK COPPER GROUND BUS IN SERVICE ENTRANCE CIRCUIT BREAKER ENCLOSURE 93/0 BARE STRANDED COPPER HP-1 600A, 480/277V, 3\, 4W, 60HZ BUST W/ GROUND (25.000 GROUNDING ELECTRODE CONDUCTOR ' AIC) 200A 200A 60A 3P 3P 3P (3) 200A (3) 175A (3) 40A (LPS-RK) (LPS-RK) (LPS-RK) ,1 1OG8(30') - 20'-0" LONG 5/8"\ 2"C.4.3/0 2"C.4.2/0 T-1 1Q COPPER CLAD GROUND • 1.6G • 1.6GTPANEL ROD. DRIVE SO TOP (37') (40') �/2"C.1.6 OF ROD IS 24" BELOW FINISHED GRADE. 1C.4.1 6G (22') PANEL PANEL HL-1 HL-2 I BOND TO 20'L0NG •5 REBAR �IN STRIP FOOTING USING EXOTHERMIC PROCESS (CADwELD) COORDINATE WITH STRUCTURAL PROVIDE BONDING MAKE CONNECTION JUMPER AROUND TO WATER PIPE WATER METER AT STREET SIDE IN OUTSIDE PIT OF SERVICE VALUE, PROVIDE BONDING JUMPER AT VALVE 0 -WATER METER IN PIT r NOTE: _ MAXIMUM FUSE SIZE SHAM NOT EXCEED MANUFACTURER'S NAME PLATE RATING. (TYPICAL) u 60A 30A 100A 100A 100A 100A 100A 100A 100A 100A 100A 100A 100A 100A 60A 60A 100A 60A 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P (3) 35A (3) 30A (3) 70A (3) 70A (3) 70A (3) 70A (3> 70A (3) 70A (3) 70A (3) 70A (3) 70A (3) 70A (3) 70A (3) 70A (3) 60A (3> 40A SPARE SPARE (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) (LPS-RK) 1"C.3.6 1"C.3.8 1"C.3.4 1"C.3.4 1"C.3.4 1"C.3.4 1"C.3.4 1"C.3.4 1"C.3.4 1"C.3.4 1"C.3.4 1"C.3.4 1"C.3.4 1"C.3.4 Y4"C.3.6 Y4"C.3.8 + 1.6G • 1.8G + 1.8G 1.8G 1.8G • 1.8G • 1.8G • 1.8G • 1.8G + 1.8G • 1.BG • 1.8G - 1.8G 1.8G • 1.1OG 1.1OG (362') (314') (300') (260') (250') (274') (244') (194') (176') (212') (202') (132') (106') (158') (88') (104') P P 30A,,W P 3P OAP NNP OAPP OAPP NW OAP NWP, 100A, PP 100A, 3P P P P P OAP P P P 3P NP 60A,3P / NF, / N, WP /00 WP / /N N / / W /i00 JW /100A, NF,W /N W /100A, NF,W /OA, NF,P RTU-1 RTU-2 RTU-3 RTU-4 RTU-5 RTU-6 RTU-7 RTU-8 RTU-9 RTU-10 RTU-11 RTU-12 RTU-13 RTU-14 RTU-15 RTU-16 60A 3P (3) 60A (LPS-RK) -1"C.3.4 1.1OG � _2 0 4.1/0 5G ATS 44 1 /2"C.1 60A 3P (3) 60A (LPS-RK) -11/4"C4.4 & 1.10G. (38") E 1""C.4.4 • 1.10G. (121) PANEL HLE-1 1l/,q"C4.4 & 1.10G. (16") 1} 44 ENGINE/GENERATOR WITH 60A MAIN CIRCUIT BREAKER 1 /2"C.3.10 • 1.10G (3701) E-1 HP-2, 600A. 480V, 3\, 4W, 60HZ BUS W/ GROUND (25,000 AIC) 200A 100A 3P 3P (3) 175A (3) 100A (LPS-RK) (LPS-RK) 1 1 /4"C.3.1 • 1.8G (3361) - 211C.4.2/0 T-3 11 • 1.6G (360') 1 /2"C.1• 1 /2"C.le PANEL HL-3 NOTE: 11/4"C.4.4 FEEDER LENGTHS ARE FOR * 1.8G (16') CALCULATION PURPOSES ONLY. NOT TO BE USED FOR BIDDING. PANEL LPE-1 2 1 /2"C.4.4/0 1.2G 05' ) r FS-2. I I 20OA/ 3P I I I i I 1 (3)200A. I I(LPN-RK) 2"C.4.1/0 & 1 1 1.6 G (5')_'� 2 1 /2"C.4.4/0 • 1.2G (10') DUAL FEED LUGS (NOT FEED THRU) 60A 3P (3) 60A 00A (LPS-RK) J'3 -RK) •1 1/4"C.3.4 4"C.3.1 • 1.8G (350') 8G (345') T-5 T-4 E❑ 1 /2"C.1• 1 /2"C.1 2"C.4.1/0 2 1 /2"C.4.4/0 + 1.6G (51) 1.2G (101) ONE LINE DIAGRAM E 'I NO SCALE F 4LP FS-1 200A.3P. 2"C. 4.1/1.6 G (161�2G (250')0PANLP- DUAL FEED LUGS (NOT FEED THRU) 60A 3P (3) 60A (LPS-RK) (386') -1 1 /4"C.3.4 • 1.8G I IT -6 1a 2"C.4.1/0 * 1.6G PANEL (101) LP-7 ROOM 128 APPROVED FOR PERMITTING: 17 AS NOTED ON PLANS ❑ WITH ATTACHMEN g S D WITHOUT ATTACHMENTS B' Date �� d 8'-3" I 1 1 DISTRIBUTION SECTION 16.6.20 XL 3 MAIN DISTRIBUTION SWITCHGEAR NO SCALE TRANSFORMER SCHEDULE TRANSFORMER KVA PRIMARY SECONDARY MOUNTING REMARKS T-1 30 480V,3\,3W 208/170V,3\,4w WALL FEEDS PANEL LP-1 T-2 45 480V,3\,3W 208/12OV,3\,4W WALL FEEDS PANEL LP-2 T-3 75 480V,3\,3W 208/12OV,3\,4W FLOOR FEEDS PANELS LP-3 AND LP-4 T-4 75 480V,3\.3W 208/12OV,3\,4W FLOOR FEEDS PANELS LP-5 AND LP-5A T-5 45 480V,3\,3W 208/12OV,3\,4W WALL FEEDS PANEL LP-6 T-6 45 480V,3\,3W 208/12OV,3\,4W TRAPEZE (CLG) FEEDS PANEL LP-7 TE-1 15 480V,3\,3W 208/12OV,3\,4W WALL FEEDS PANEL LPE-1 NOTE: SEE DETAIL E 3 FOR WALL MOUNTING TRANSFORMERS N.E.C. LOAD TABULATION - NOT EXPECTED DEMAND LOAD DESCRIPTION CONNECTED KVA DEMAND FACTOR DEMAND KVA REMARKS LIGHTING 319.9 (1) 1.00 319.9 RECEPTACLES 89.0 ----- 39.5 1ST 10KVA 0 100/ REST Q 50/ POWER NON -SEASONAL 16.9 1.00 16.9 POWER WINTER 54.8 1.00 ----- (3) MOTORS NON -SEASONAL 193.5 1.00 193.5 MOTORS NON -SEASONAL INTERMITTENT DUTY 22.8 .85 19.4 COMPACTOR & BALER MOTORS SUMMER 531.9 1.00 531.9 (2) MOTORS WINTER 0 1,00 0 (3) KITCHEN EQUIPMENT 79.6 .65 51.8 PER NEC 220-20 TOTAL KVA 1308.4 ----- 1172.9 1410.7 AMPS 0 480V, 3\, 4W (1) INCREASED BY 25Y. FOR CONTINUOUS LOAD (3) NONCONCURRENT WITH MOTORS (2) INCLUDES 25/. OF LARGEST MOTOR SUMMER 16.1.33 Q z z d ` (YLAJ �� Zl 1)) zff �j W M Z�M00 00 �a00 W o 00 hot 3it0- aaado o a � Z 7 v �oQ zN O 5 tN W (n � Y a W m c w CD T_ m F�v,�c_?_ z u Cc U c� a L.Li W0 w o� Q 0 U) W z c,) W Qz 0a 41< 06 O 0 W W W W Q • �i n7 r6 ) n 4) n2 2 HL-2 2 10 1 1 134 •10 132 148 D9 Q Q$ 0$ 2 2 7 3 D _ D_ 4 D 4 D_ 6 D i 8 D9 D9 9 D9 D9 D D9 D9 D9 0� 0� 0,4 142 3 3 3 3 3 3 j' Q,$ Q$ D6 4 14 4 6 4 2 -- - 5 5 5 143 �' D D D D D D_$ D 0� 0� 2 -- 14 D8 HLE 7 D7 i 131 D9 D9 D9 9 D9 D D9 D D9 D Q7 D7 13 13 5 13 2 2,4 2 D D D D D D D D8 D 1 1 1 1 1 1 1 3 3 3 3 3 3 3 2 D7 2 j 4 4 4 6 133 6 8 8 'L1' D5 2 D D D D D D D8 MOON 7'-6" TYPE AND PLUG i XTURES TO Q 140 11 13 C2 45 ' 2 i 4 1. 4 4 6 6 8 8 RECEPTACLE (SE i SHEET E10) D 14 D8 D8 137 D7 7� D7 D� YP ROOM 14 3 D7 147 0 I D7 144 2 1 D8 - 13 1 13- 1 1'- 6 6 6 D7 Q7 1 D5 2 98 130 D8 0 07 HL- D7 HL-2 2 2 1,3, ,13 2 4 E1 4 2 2 4L6t8 D8 2,4,6,8 IIELA 1C125 1 • HL-1 1 • H -1 1 • HL-1 - "4 H - • 1 - 1,3,5,- 1 _ t 1HL-1 `1041 • 1 13 10 39, 40 8 4, 8,4 2 6, 0,32 24 2 18, 2,2 4 6 0,1 ,1 8 7 ,31 29 J 31 15 17,19 1�.Y35 2123 17 12 34 12 H6E-1 8 18 8 10 8 2 10 j,27Lj 10 2 10 9 9 1616 217?1 39 41 38 34 40 36 3 10 26 2 " 12,16 22 tg 4 20 10 16 10 14 6 2 8 4 1 1 531 25 29 7 • 13 10 9 15 13 9 15 21 33 23 16 19 129 .10 El 1 •t0 35 7 8 12 3 1 11 �' 19 � L E Q:3 ® EE� ® � 0� � ES � ED ® � 21 41 39 40 38 2 30 24 2 14 16 8 6 5 10 7 29 31 15 13 19 42 23 21 1 ---- -- - -- - -- - 23 ® B ED ® ® ® - ® 17 ® ® B ® 26---18 � ® ® ® -- -- E1 39 4 38 40 3 32 22 4 16 14 6 8 7 5 31 29 13 15 H - 13 19 42 23 21 LJ- " 4 ED 35 ® 37 34 ® 36 ED 26 ® 28 ED 18 ® 20 ® ® 10 12 2 4 1 3 25 2 9 t 1 11 33 19 17 ® ® ® ED ® ED ® B E B ED EM � 0 41 39 40 38 2 30 24 2 14 16 8 6 5 7 29 31 15 13 19 42 23 21 23 ® ® ® ® ® ® ® ® ® ® 12 12 t2 8 8 8 10 10 2 10 16 16 16 ® ® ® � ® � ® ® ED � � ® ® ® E3 ® i 39 4 38 40 3 32 22 4 16 14 6 8 7 5 31 29 13 15 13 19 42 23 21 ® ® ® � ® ® ® ® ® ® 1 ® ® ® ® ED � ® ED -_ 2 - 119 ® ED ® ® ® ® ® ® ® ® ® ® ® ® ® ED ® ® ® ® 41 39 40 38 2 30 24 2 14 16 8 6 5 7 29 31 15 13 19 42 23 21 23 2 "� 12 35 12 ® 34 12 ® 26 g I ED 18 8 ® 10 8 ED 2 10 ® 1 10 2 10 ® 9 16 ED 33 16 17 16 39 4 38 40 3 32 22 4 16 14 6 • 8 7 5 31 29 13 15 13 19 42 23 21 ® 35 ® 37 ® 34 � 36 B 26 ® 28 ® 18 � 20 ED ® 10 12 � 2 � 4 1 � 3 B 25 2 9 1 1 1 1 33 19 17 ED EE ED EEI ED ED ED ED Im ED ED ED I ED 41 39 40 38 2 30 2 2 16 8 6 5 7 29 31 15 13 19 42 23 21 23 -� - - - --- - 2 -- g------ --- _ IV 39 4 ® 38 ® 40 3 E3 32 ® 22 4 � 16 EB 14 ® 6 B 8 ® 7 5 � ® 31 29 ® 13 � 15 13 19 ® 42 � 23 I 21 i ® ® � ® ® ® ® ® ® ® ® ® ® ® ® ® E 35 '37 34 36 26 28 18 20 10 12 2 4 1 3 25 2 9 1 1 1 1 33 19 17 ® E2 ® ED ® ® ® ® � 102 ® �� ® ® ED ® ® E3 Em 41 39 40 38 2 30 24 2 14 16 8 6 5 7 29 31 15 13 19 42 23 21 23 ® E3 ® ED ® E3 12 35 12 34 12 26 8 18 8 10 8 2 10 1 10 2 10 9 16 33 16 17 16 ® ® ® ® ® ® ® B ® ® ® ® ® ® ® I ED ® ® ED 39 4 38 40 3 32 22 4 16 14 6 8 7 5 31 29 13 15 13 19 42 23 21 ® ® ® ® ® ® ® ® � 1 ® ED ® ® 11 ® 41 39 ED 40 ® 38 2 ® 30 ® 24 2 ® 14 ® 16 ® 8 ED 6 ® 5 EM 7 ® 29 E2 31 27 15 13 19 --- 42 i 23 21 19 17 23 ® ® m E3 ® ® ® ® ® 16 12 35 12 34 12 26 8 18 8 10 8 2 10 1 10 2 10 9 16 33 16 17 ® ® ED ® ® E ® 0 ® ® ® ® ® ® © ® ® ® 39 4 38 40 3 32 22 4 16 14 � 6 8 7 j ® ® � ® 0 ® m ® ® ® � � ED ED ® ® ® E 35 37 34 36 26 28 18 20 10 12 2 4 1 3 25 2 g 1 1 1 1 33 19 17 ED EE ED ED ED ED ED ED 771 EED 23 Fq ED ED ED 41 39 40 38 2 30 24 2 14 16 8 6 5 7 29 31 15 13 19 42 23 21 23 i ED ED EM Em EB Ell ED EM ED ED - -® 2 ® ® ® ® ® ® � ® ED ® ® ® ® ® ® ® 0 39 4 ED 38 40 ES 3 32 22ED 4 16 14 6 ED 8 7 5 31 ED 29 13 15 I 13 19 ED 42 ED 23 ED 21 ED 35 37 34 36 26 28 18 20 10 12 2 4 1, 3 25 2 9 1 1 1 1 33 19 17 ED EE ED rTrrn ED ED ED ED FELD ED EM ED EB ED 41 39 40 38 ,2 30 24 2 14 16 8 6 5 � 7 29 31 15 13 19 � 42 23 21 23 ® ® ® ® ® ® ® ED ® ® ® 12 12 12 8 8 8 10 10 2 10- 16 _ 16 16 39 4 38 40 3 32 22 4 16 14 6 8 7 5 31 29 13 15 13 19 42 23 21 ® ® ® ® ® ® ® B ® ® 1 ® ® 1 1 ® ® EM ® ® o ® � ® ED ® 41 t2 39 ® 40 12 38 34 ® 2 12 30 ® 24 8 2 ® 14 8 16 ® 8 8 6 ® 5 7 10 ® 29 I I 124 3 I ® ® � ® ® ® ® ® E ® � ® I 123 39 ® 4 ® 38 LL1J.L1J HO r' . 1 1 3 ® 32 ® 22 E 4 ® 16 ® 14 ® 6 ® 8 ® 7 I 5 ® 31 i! �I I 35 37 34 38 36 26 28 18 20 10 12 2 4 1 3 II 1 I ® 40 ® ® ® 14 ® ® ® EM EM ED ED 41 39 1 12�_6 4 2 30 24 2 16 8 6 5 7 29 ----- ---- - _ 125 Al HL_ I I ( I I - I D7 1 $ 3 — TO TYPE �� ; D4 FI U E 202 I 1 2 2 213 20 'j 114 i I 107 134 12 SEE SHEET E7 "G2I' 'U�E 208 207 1 17 103 2 TO TYPE FI ' 1 16 31 SEE SHEET E7 I 202 i - 101 1 11 E7 E7 - 201 206 1 1 210 214 I 104 111 I 213 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- -- - - - - - - - - ---- - - - - - - - -- �1LIGHTING PLAN E2 V16"-1'- 0" NOTE, USE OF AC CABLE NOT ALLOWED. TYPICAL ALL DRAWINGS. DK Dj :H) :F) DD Dc :D GENERAL NOTES A. FOR CONTACTOR CONTROLLED CIRCUITS, SEE SHEET E1 1 B. ALL LIGHT FIXTURES ARE TYPE 'Al' UNLESS NOTED OTHERWISE C. REFER TO SHEET E3 FOR SPECIALTY LIGHTS D. LIGHT FIXTURE BRANCH CIRCUIT WIRING ON NORMAL POWER SUPPLY IS NOT INDICATED ON THIS DRAWING. ONLY HOME RUNS ARE INDICATED AT THE BEGINNING OF THE CIRCUIT KEY NOTES 1❑MOUNT J-BOX ON STRUCTURE ABOVE CEILING, INSTALL FLEXIBLE WIRING SYSTEM BETWEEN JUNCTION BOX AND LIGHT FIXTURES UNLESS INDICATED OTHERWISE L]SEE ARCH BUILDING ELEVATIONS FOR EXACT LOCATIONS. ' QVERIFY RACK LOCATIONS WITH OWNER SITE REPRESENTATIVE PRIOR TO INSTALLATION OF LIGHT FIXTURES. MOUNT FIXTURES ABOVE BOTTOM OF ROOF SUPPORT MEMBERS. ❑ AS NOTED ON PLANS ❑ WITH ATTACHMENTS 13 WIT OUT ATTACHMENTS By, Pate /- 20- rl s b b� bwM Z XO OO co zQNQ0000 Z wry N �5 Loj cnaw��r 0 J O Q 6 z z II - Li J J m o W m 0 N N i O) T T 0 W m > CD C 00 W A 0 r r T" 6 cr o I T i ou a 00 I Lo cc a T— x W 7� Z 0 W Q 0 �../ VJ z LPL z J W .J F- H um A . _.. �.. � F6-- �. .�... ..., .. ._ ._u �" F''. -� .., ..�..w �..��., '.."�'- ,�•. .i-%�. ...-:i � .u..._:4 :-:Y'} �t.. � vt-. - �`I. _ 'rrs r :_. - u_ -a i. n7 n n4 d ' 134 2 148 i 141 Ll 135 145 Ril EE= 14611 IL137 133 47 {11 136 131 144 140 L HL-2 AFF 130 AFF 01 29,31,3 ,35 I o HL-2 910 V1 M13 7:7 /-Llj 129 4 - •10 1 ,14,16,18,20,22 35 35 18 t6 •t0 Y2 M1 5 16 16 4 •10 13 13 V_2 M1 35 � HL-2 F1 4 TYPICAL 010 1 3 010 34 34 1 3 . t0 F 1 -7 ,�j `/ u M2 M � 14 I I 25 H - �13,,,5,27 AFF 18 �A,�- -- - _— ------�-1 '-23 - - — — -� V1 V2-- ..-V2 V2-- »-V2 V1 V1 V2-- 21 21 21 21 21 21 21 21 21 3-4 / V1 21 V1 21 1 25 i 21 j 21 M2 2� v1 v2-- --v2 V1 V1 V2-- 1 f V2 23 --V2 V2— 1 21 21 14 21 21 21 21 21 T1 21 •10 E13 - TYP •10 . •10 t t 25 25 1 F1 3 4 34 1 1 i, F1 4 18 34 •10 I Fl o 102 F 1 14 34 M2 M2 2 25 1 I i, I 1 V1 V2- �V2 v2� -V2 V1 V1 V2-.. +V2 M_2 "-23 27 27 27 27 27 27 27 1-7 27 F1 Q F1 V1 f 27 27 V1 27 34 M2� 34 1 1 2 :i E13 TYPICAL I 2 27 •10 v1 v2-- .-V2 V2� 27 27 14 j 27 1 27 -V2 V1 V1 V2-► 27 27 1 27 27 --v2 27 3 1 I I' 7'-9" UNO P TYAFF M2 Fl 4 j t 25 M2 — 34 4 4 4 25 l =1 Fi 12 20 F1 4 34 34 F F1 Fl F 1 34 F1 34 —I 34 T4 ill 12 F1 34 •10 r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 0Ll I FOR CONj INUATION " I I I t2a f SEE 1 E7 I I I I 010 /-E4 4 4 ( I 3 123 I 20 22 22 I I 1 I 91..22 I (�� I' i ( L 134 125 128 3 I I 02 212 215 20o i 1 14 r- 107 207 i 117 103 � � 116 <I - I 202 101 fl i 1 <11 i I 1 i 201 206 Ii 21 ljj 213 104 111 I I - 214 I 108 I l - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - ---- ---- - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I ----� 4.6 4� ul i SPECIALTY LIGHTING PLAN E3 1/16" =1'-0" Di D H Dc �J :DD Dc DB : AD GENERAL NOTES A. FOR CONTACTOR CONTROLLED CIRCUITS, SEE SHEET E11. B. FOR GENERAL LOCATION OF 'F1' FIXTURES & AIMING DIAGRAMS, SEE SHEET E13. KEY NOTES Q MAKE CONNECTION FROM POWER POLE TO VALANCE LIGHT FIXTURES. 2❑ MAKE CONNECTION TO MENU BOARD 4@ AS REQUIRED. 3❑ MAKE CONNECTION TO NAME BRAND SIGNS AS REQUIRED. ® PROVIDE J-BOX ABOVE CEILING FOR NEON. PROVIDE FLEXIBLE CONNECTION FROM J-BOX TO NEON TRANSFORMER, FOR MOUNTING DETAILS SEE 14111 6 18 19 E14 E14 E14 E14 E14 � FOR ELEVATIONS SEE ARCH ELEVATIONS. APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS ❑ WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS 6y " Date I i 6 m �08 NZ Cr �i d 0 o O _� 0 , f- M W O �j W M zwoo0 00 2 N ODD CD op Z W C, jr ('4 ��w-o,N 3v�� •ado u) (L '-- z ., O J O a a F7 N 8 N 0 N o) 0) Q G m 3Z O o Ln p 0) U W r T ►- o o a IJ T CL z u 0 00 0 C\j � I �u �O T N a x rw z V Wo r` oF� z L!� J Q_ z W 0 r n c W J F m J POWER PLAN �4VW'=V-0" ❑ WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS , By 0 GENERAL NOTES A. REFER TO SHEET El FOR CONTACTOR CONTROLLED CIRCUITS. B. WIRING IN UNFINISHED SPACES TO BE EXPOSED. C. ALL UNDER SLAB CONDUIT SHALL BE Y4" MINIMUM. D. ALL POWER POLES AND WIRING FROM J-BOX TO POWER POLES SHOWN ON THIS SHEET IS OWNER FURNISHED, CONTRACTOR INSTALLED AND CONNECTED 26 KEY NOTES �1 MOUNT RECEPTACLE ON COLUMN ABOVE CEILING AND LABEL ' "CCTV POWER". 2❑ REFER TO SHEET E5 FOR TELEPHONE/EPOS DUCT. 30 INSTALL ELECTRICAL OUTLET 18" ABOVE SECURITY PLATFORM OR SECURITY ROOM FLOOR. 4 REFER TO W AND E15 FOR INSTALLATION OF RECEPTACLES ON CHECKOUT MILLWORK. 50 ROUTE VIA SWITCH IN ROOM �1 1 1. SEE OETAI E8 ® NOT USED. 7a MOUNT RECEPTACLE ON END OF RACK. VERIFY LOCATION. ® FOR CONNECTION WIRING REFER TO SHEET E3 a POWER POLE FOR SEASONAL DISPLAY, INSTALL FLEXIBLE WIRING CABLE FROM J-BOX TO THIS LOCATION. SEE DETAIL.@ E15 10 POWER POLE FOR SEASONAL RETURNS. REFER TO DETAIL & INSTALL DISTRIBUTION BO COLUMN WITH FLEX. Et5 11 NOT USED. 12 NOT USED. 13 (3)Y," DIA. x 20 FT. COPPERCLAD (COATED) GROUND RODS 10'-0" APART WITH NO. 4/0 SOFT DRAWN ANNEALED COPPER GROUND WIRE JUMPERS. ALL (CADWELD) EXOTHERMIC CONNECTIONS. DRIVE RODS SO THAT TOP OF RODS ARE 24" BELOW FINISHED GRADE. 14 04/0 SOFT DRAWN ANNEALED COPPER GROUND WIRE 24" BELOW FINISHED GRADE, CONNECT TO BUILDING STEEL. ALL (CADWELD EXOTHERMIC CONNECTIONS.) Q i S2 li i ~ C m � o � I W O �j W M Z wo oo 00 zv�aoo oo 0 N �w o Za ra �o oQ z 0 5 a LJ W N T T O V } X. oc CC) Q } m m O F- Q� W V ) O C U QmQ i a > 4 rr o o a I T � Z_5 �i o O O C\J �. I �a to � T x F- WZ W0 —�F— 0� Q C)J rUJ z rr W 0 n W J F H 11 H W T N (_l) C-9) ns n7 n5 n5 n3 n2 I 2 E9 - 1 E9 ------- - -- --- t42 WO C LES (ONE SPAR TO EM PANEL ROOM 216 1 1 i 1 2 148 i 2 RTU-16 � 138 I I — - - - T — -+-- 141 - 0 T CAB 106. I - �----- 11 — - —{ \ 143 139 135 I 1 T 2 1 \ I i3 ,�/ i I i + 146 I I I 144 _ _- ------ UH-1A 1 I i -, —`— V ram` � I 13'-0"x (�•-'_.- RTU-16 �'~,.�\ ( RTU-15 '� 1 ��. I UH I 130 -- - IN L_--- ------ ----- ----------i---- I` 129 ` 5 13 ' ` 0_4 � I 5 T RTU-1 T \ / T F 13 RTU-1 � 1 --- RTU-12 T �� .� RTU-11 14 5 \ '�-_,_-_ - ------- RTU-13 �RTU - 12 RTU-1 1 �� ---- --------------- _-_-_ / 12 RTU-14 W 5 � J I 1 I + J 5 ►-0 I- r , Fjl ----- - -13 -- -- - --- I I 5 r I S E1 r 1 r 1 i I - ' J / I I ' ' / I - - --- RTU-10 -------_-_, / +RTU-8 RTU-7 _- TYPICAL FO ALL RTU \ TYPICAL FOR' ALL RTU' \ / 1 2 \+ � ' RTU-10 RTU-9 1 j RTU-8 T 51 T - T - -- - --- -t---- - --- - RTU-7 - -- -- TYPICAL E13 I l � TYPICAL D14 I i 1 1 I ®A ►•0 YP � 3/ ' ' CMT -4 I "A 10 r l 2 IE RTU-6 + RTU-4C� 3/4" CMT TO TELEPHON 1+� `_�, BACKBOARD IN ROOM 114 �. �, �RTU-5 _-- . I rTO EMS ANEL .0 ROOM EMS PANEL\ 216 / I ROOM 210 RH SENSOR �1 RTU-61 _ ---3 1 1 /4" CMT TO EPOS J-BOX 9 .� - - -- - -----RTU-4 E14 TYPICAL OF 9 --TYPICAL 6011 ------- / / --- — -- -- T CMT - �_ RTU-5 T F� T T RT 60" / I �''�- T RTU-1 I IN ROOM 128 _ _ �" - a ' E14 60" -3 - 1 AA -------- ------------ - = --I---------- ------------ -------- � / I I 1 1 /4" CMT TO ANTENNA J- X 1" CMT TYPICAL OF 9 F F 5 /� 4 8 �\+ 3 RTU-1� ( 123 IN ROOM 12 5 3/4" CMT E E F F F ' " 1 / \ �TO EMS P , 216- EL TO CMS P `�- 1 -�E-® ' 5 3 4" CMT ------ - ------- -----' .,rr --- - . ---- ---� ----- -ROOM --------ice R00 21 M 1 1 13 IF CMT a 3/4" 7 c C �° _ C �. C t-TO 7A VAV-9 � 121 F 36" 7 36" A 36'A ' 8 S I ----- ----- ------ TO EM PANEL , 120 I -t -- 7 -- 212 I 125 128 I I 3 E9 13 1 14 0 ROOM . I I --------- --- - 02 117 103 116 -------- 208 2 7 _ - 111 1 15 I 202 201 j 206 i 21 2 00 213 104 101 1 1 7 I I 214 108 I ' --------------- - - - - - - - - - - - - - - - ----- - - - - - - - - ---- ---------- --- - - - - - - - - - - - - - - - I - - - - - - - - - 2 1 E8 E8 ,J Di :H) J DF : ED 0 DD Dc e� 4.6 4 3 U ul ?ERMlTTlN(;*- FORARROVED�N PLANS13 NOTED E5 V16 =1-0 A_TTA�D;� -Pa��T—S SY TEMS PLAN a WITH �El :- N—T�-S OUT ,ADNM -�._4 .I 13 Date By •� •• a rJ v KEY NOTES 1� STUB CONDUIT THRU WALL AND INTO SALES FLOOR CEILING SPACE FOR SYSTEM CABLE. 11 2 ] SIM TO t3 EXCEPT TOP J-BOX TO BE AT BOTTOM OF STRUCTURAL ROOF MEMBER. 3 ] J-BOX ON COLUMN ABOVE CEILING FOR INTRUSION ALARM SIREN. ®J-BOX ABOVE BOTTOM OF ROOF SUPPORT MEMBER FOR SECURITY SYSTEM SIREN, 5a STUB CONDUIT (1/2" OR AS NOTED) FROM J-BOX TO AREA ABOVE CEILING LINE OR ABOVE -BOTTOM OF ROOF SUPPORT MEMBER IN UNFINISHED AREAS. © SECURITY PORT TELEPHONE LOCATIONS. VERIFY EXACT LOCATION WITH OWNER. 7] J-BOX WITH ANTENNA JACK FOR CONNEC71ON TO MIROFLECTOR TV-TRAC VERIFY LOCATION WITH OWNERQ ® REFER TO SHEET E4 FOR POWER DUCT LAYOUT AND FLOOR BOX LOCATIONS. 9_1 NOT USED, 10 STUB UP 1/2" CONDUIT AND EMC CABLES TO RTU CONTROL PANEL 11CONDUCTOR RUNS FOR EMS ARE 2.18 AW PLENUM CABLES FURNISHED BY EMC CONTRACTOR AND INSTALLED BY ELECTRIC CONTRACTOR ABOVE CEILING SUSPENDED FROM STRUCTURE ABOVE 12 PROVIDE FLUSH MOUNT J-BOX AT HEIGHT SHOWN FOR VAV T-STAT. NUMBER ADJACENT TO J-BOX REFERS TO VAV BOX BEING CONTROLLED. PROVIDE SINGLE GANG DEVICE COVER MOUNTED HORIZONTALLY. 13 JUNCTION BOX FOR STROBE LIGHT BY FIRE ALARM CONTRACTOR. MOUNT ADJACENT TO EXIT SIGN. �S z 0 S O W N T T � � U � J Y O r oc co LLJ O r m 0n aac O O U 0. o o a T i 4u CDco N �- O I Lo T x W Z `.J w0 �..J z C U) t2 W V ) V ) W J H H 11 L0 w 14 7h (-9) Ca, � , Cs� �,� / i 3i —r A 1 MSS FOR CONT. WP SEE 1 Rol--&— -- 11- FOR; --- - - CONTINUATION TO MD 1 22j�TO TO MD -- - 221 u PARALLED SWITC E MSS E9IN ROOMS 143 AND 1 :SEE 4, Wp FOR CONTINUATION S E PRV-3 PRV-4 RTU-15 RT -16 1 LP-2 E9 24 27 15 24 WP WP Wp GFI • 10 GFI •10 TO MD �j�j -� 0 MD -'-J TO MD TO MO 22� 22/ 221-L-=' 22%-1.1 -- _ — _-_- _ RTU-14 RTU-13 RTU-12 RTU-11 24 •t0 24 24 24 WP WPGFI •1a WP GWP FI GFI GFI •10 i •10 3 TYP TO MO 0 MD TO MD TO MD 1 22 22 1 22 1 22FG - o 0 I RT-U-10 RTU-9 RTU-8 RTU-7 j 16 16 14 14 i WP WP WP WP GFI GFI GFI GFI 010 •10 910 •10 TYPICAL FOR RTU-1 THROUGH RTU-16 2 TO MD 22! '-'- O MD _ _-02� TO MD �-- 0 1 TO MD 1 22/41 _ RTU-6 RTU-5 RTU-4 •10 RTU-3 16 010 16 610 14 14 GF GF GFI GF i 50 SATELLITE DIS - E1 — — ---- - - — WP TO STARTER IN - - - ----------- TO MD<l TO T-STAT AT ENTRY T MD 30A, 3P ROOM 120; SEE SEE SHEET E8 25 F,WP 1 LP-3 14,16,22,2 i SF_30' NF, }, 3P P MwP RTU-2OA, 3P WP -RTU-1 LP-4 39 3P 30A, 1 WP 2f :-j FAF-1 r-U iF, 16 WP,-, PRV-2 PRV-5 MSS WpLP-6 LP-4 NF,W AC-1 0 �r-J`2JI o PRV-1 SS 30 1 HL-3 ICE MAKER 4 wP 14,16,18 CONDENSER 1/2"C, EMPTY, TO AC-1A IN I OOM 1 14 TO ICE MAKER IN R004 SEE 1 121 SEV1 31 1/211C, 3.10, T AC -IA IN RO M 1 14 g FOR CONT. SEE a E1 ' SEE 1 MSS E8 E8 PRV-7WP _L J_ 1 ROOF POWER PLAN E6 V16" =1'--0" U ol NOTE: MC CABLE NOT ALLOWED. TYPICAL ALL DRAWINGS. D DK 3 :H) :Dc : DF DE DD D ALL ROOF TOP UNITS AL),)lin seem R PERMITTING: 13 AS NOTED WITH q ON �'�-DNS ❑ TTACRMIENTS ❑ WITHOUT A AOHMEN 6y - . TS ®a ie 1�-a �j W "IZ w 0 000 �aO w�00 uN�O 3Uc�� •rs Q d o c Q_ O 7 v OF- � Q ij 0 S W 0 W 0 T Lo W ti r < r m CO Wm lJ7 r co 0- r o 0 0. I _ z 0 CV 9 00 I r V Ltd ~ N � apt a T rw z V Wo �J < �rn o E-- rn 4 U Z LL 0 0 cr HLE-1 14 i I , I 6 Al 6 d SEE E FOR CONTINUALTIO B1 I i � 3 � 1 1 Al 14 Al 19 Al 14 Al 19 Al 14 150 Al Al 6 D2 `9 8262 6 6 62 BZ Al 17 Al 21 Al 17 Al y E1qu- d 11 11 4.6) � 4 t( / V4 =1--u 114 I � A14 141 I 141 Al Al 17 17 Al Al Al Al 19 19 19 19 Al Al 21 21 141 I 141 ( 14l 141 Al Al 17 17 Al I A9 I 91 I ( 91 19 Al Al 21 21 Al Al Al 14 14 14 J B2 B2 B2 6 g Al d d d 6 103 B_ B2 I B_2 B_2 6 6 6 b f k f B2 d o d 1 -- - d f d n n G1 G1 -- �9 -- — -- -- ---1 TO FIXTURE TYPE 'G2' SEE SHEET E2 e2 a FOOD SERVICE/ADMINISTRATION 3 E7 V4" =1 r--0" Al 14 Gl 29 U SEE ARCH BUILDING ELEVATIONS FOR EXACT LOCATIONS. 3❑ AMOUNT ABOVE CEILING. COORDINATE LOCATION WITH UNIT AC-1A (FOR SERVICING, DO NOT SWITCH RECEPTACLE) SEE SHEET E3 FOR CONTINUATION V_3 31 Al Al c c c 10 14 Al Al 10 10 O Al 17 j Al Al 7 10 b 10 b TYP •10 HL-1 g 17,19,21 E13 V_3 Al 12 4 31 19 _ 7 Al TYP S1 a S1 ° _ 21 ° t0 10 10 1 c------ i j Al ! — Al Al 10 12 3 10 14 _ V_3 Al ° ° ° 31 17 C_2 C_2 C2 10 10 10 10 0 1 35- Al C2 c 19 10 Al o Sl C2 HL-3 10 10 1 Al i; — NEIV3 b 110 10 -- Al - -- — - 14 C2 C2 6 -F 0 10 i C2 121 c S1 10 4 C2 C2 f 11 6 6 "'6 B2 B2 62 6 6 E1 Fl o C1 71 - 611 d d 3 a 1 1 1 1 C1 2 E1 d + C2 d 11 f 1 d 6 ❑ o C2 10 b ❑ f ❑ C2 f 111 n f ' 2 C1 31 29 b 6 C2 6 B1 2 6 d 11 � E; d 108 Gl G1 G1 PROVED WITTING: 31 --- 31 -- — 29 A N DILANS [� WITH ATTACHM NTS 13 W1 HOU ATTA HMENTS By D teP d -�� I 2 1.2 U`WO Z Opp ZNQ000 2 LLI 1 it o N ~ W � �s Li 0 7 v O Q ijbA 0 z z W J J m M 5 W a m 0 W N N CD r Ui i 4-1 C� Q O� } co m w m Lo o r m M = O G U TTT O it s T a o U o O co � 46 a r rw z � o V w 0 l Q U Cn V J .^ LL Z L1J H 0 < > F .. CL cr t/) Lu C/) 06 �--' 0 z Q 02LJ Q o oc W H < < F F 61 FUSED DISCONNECT FOR LP-3 & LP-4 MAKE CONNECTION - BETWEEN LP-6 CONTACTOR & CONTACTOR CABINET •2 FOR CONTROL, 3.12,1/2"C. TRAPEZE MOUNT` 8'-0" A.F.F. TO BOTTOM OF XFMR. BROWN -OUT PROTECTOR. MOUNT BELOW PANEL HL-3. T-3 NOTE: VERIFY LOCATION WITH O.S.R. (PREVIOUSLY IN ROOM 205) 216 ,"CMT 61; 19 42 _ 58" 18J LP-3 24 + 2 36' ENERGY MANAGEMENT CONTROLLER 36 60" (EMC). PROVIDE SEPARTE GREEN LP- 14 J 36" GROUND WIRE TO EMC. T 36" TO PRV-7 I ,. LP-4 2 SEE 1/E6 2 F 36 16 48" LONG MULTI -OUTLET "CMT t4 J 9 6„ ASSEMBLY W/RCPT AT LP-3 J 60" T 1 36" 6" O.C. MOUNT VERTICALLYCON 7 � CAB 2 P - -4 f-- L 6 -� 0I14 4 2,4 / r � 6 MS 13 19 _5 I E1 TF-3 FUSED DISCONNECT / El j LP-4 FOR LP-5 / 1 LP-4 & LP-5A HL_3 H - 10 2 ,9,11 E1 F �+ T 4 19 HL-3 E1 T-4 I60" 2 1 N4 1 2 0 2 301 j,_ 2„ 3 9 0 F W.E. LPE-1 7TE J - -- - ----� - - J F J 4 ------ - --------- - _ J - - - 2 14 2 ELECTRIC UNIT HEATER 1 60" AFF •EHU-2 5KW 48OV, 3PH SEE SHEET E11 7 2"C, 17 010 AND 2 010 GND CONTINUED ON SHEET E4 COMMUNICATION y UNDERFLOOR DUCT 3/4"C CONT ON SHT E5 / LPE-1 / 2,4,6,8 LP-3 / •1 25.27 / LP-3 / •1 U.31,33,35 / •10 LP-3 19,21,23 LP-3 20 KEY NOTES 1❑ PROVIDE HAND DRYERS PER SPEC SECTION 16892• SEE ARCH DRAWINGS FOR EXACT LOCATIONS. �-STUB- CONDUI I U 12" OR `AS -_NOTED)❑ - - -- FROM J-BOX TO AREA ABOVE ACCESSIBLE CEILING. D MAKE CONNECTK)N TO ELECTRIC DOOR STRIKE. 4� PROVIDE 120:24 VAC, 50 VA TRANSFORMER AT J-BOX FOR DOOR STRIKE. 5� JUNCTION BOX FLUSH MOUNTED IN CEILING FOR F.A. STROBE LIGHT. © MOUNT RECEPTACLES AND ROUTE CONDUIT INSIDE MILLWORK (SERVICE COUNTER). 7a NOT USED ® JUNCTION BOXES FOR TARGET SIGN, 12 VERIFY EXACT LOCATIONS WITH OWNERO SUPPLIED SIGN SHOP DRAWINGS.WIRE NEON LIGHT LEADS TO THE HIGH VOLTAGE TRANSFORMER AS REQUIRED BY THE SIGN SUPPLIER, LOCATE J-BOXES AND WIRING CONCEALED AND ACCESSIBLE INSIDE BUILDING. DRILL HOLES IN WALL PANELS AS REQUIRED TO ROUTE CONDUITS TO SIGN. 9Q EXHAUST HOOD CONTROL STATION, 10 SIMILAR TO TYPE 'F' FLOOR BOXES EXCEPT ONLY A CONVENIENCE DUPLEX RECEPTACLE. 11 WIRE CONTROL OF SHUNT TRIP MAIN CIRCUIT BREAKER IN 16 PANELBOARD LP-5A TO FIRE SUPPRESSION SYSTEM PER DETAIL E12 \ E8 / V4•. _ 1'-U" KEY NOTES CONTINUED 12 J-BOX AT TOP OF DOOR JAMB FOR POWER DOOR OPENERS, MAKE FINAL CONNECTIONS AS REQUIRED. --PROVIDE--EUP-T-r- CONDUIT -- NOTED) FROM EQUIPMENT TO BAR JOIST SPACE. 14 PROVIDE J-BOX AT CEILING FOR 4a SMOKE DETECTOR, 15 MAKE CONNECTION TO NUMBER DISPLAY MACHINE AS REQUIRED. INSTALL LOW VOLTAGE CONTROLS FOR NUMBER DISPLAY MACHINE AS REQUIRED, SEE ARCH FOR EXACT LOCATION 16 PROVIDE 6" SQUARE BY 48" LONG WIREWAY AT 7'-0" AFF FOR SECURITY AND TELEPHONE CABLES. 17 MOUNT JUNCTION BOXES FOR EPOS ANDO TELEPHONE OUTLETS IN COUNTER. 18 REFER TO OWNER'S FIXTURING PLAN FOR EXACT LOCATION OF FLOOR BOXES. 19 10'-0" COPPER CLAD GROUND ROD, TOP OF GROUND ROD SHALL EXTEND 4" ABOVE FINISHED FLOOR SLAB. PROVIDE 12'-0" OF NO. 6 AWG. BARE STRANDED COPPER WIRE. BOND COPPER WIRE TO GROUND ROD. 2� PROVIDE FLUSH MOUNT J-BOX AT HEIGHT SHOWN FOR VAV T-STAT. NUMBER ADJACENT TO J-BOX REFERS TO VAV BOX BEING CONTROLLED. PROVIDE SINGLE GANG DEVICE COVER MOUNTED HORIZONTALLY. 21 RUN (2) 2" CMT CONDUITS FROM ROOM 114 TO ROOM 202. TERMINATE 6" BELOW CEILING IN ROOM 114. BUSH CONDUIT OPENINGS AT EACH END. dill MOUNT ADJACENT TO EXIT LIGHTS FOR F.A. STROBE LIGHTS. 12'-0" MU4T1-OUTLET ASSEMBLY AT 44" AFF TELE AND EPOS CONDUITS TI E 2 TFROM SALES FLOOR C OC INCOMING TELE 2 l42. 4 2 i SERVICE FQ 71_6„ 17 PROVIDE NE L5- 40 32 40 �3240 R RECEPT �,,�� ECT 18„ J 3 FOR UP AT 8" 2 , L LJ TOCONNLI3 / PS 2 60 1 1 E1 2 KEY NOTES CONTINUED 2I PROVIDE FLUSH MOUNTED J-BOX AT 60" FOR BYPASS SENSOR. PROVIDE SINGLE GANG DEVICE COVER MOUNTED VERTICALLY. ROUTE _- " _CMT To CONTROL. PANEL ON RTU _- INDICATED AND STUB 3/4" CMT TO ABOVE CEILING. 4" X 4" X 12" FLUSH WIREWAY AT 54" AFF FOR CCTV CABLES. PROVIDE WITH SPLIT COVER WITH (2) 2" DIAMETER BUSHED OPENINGS. PAINT COVER TO MATCH WALLS. 2® 3/4" CMT TO DATA LINE SWITCH IN RM 1 14 FOR EPOS DATA CABLE. 2 J-BOX AT 36" AFF FOR CCTV CAMERA OUTLET. 2© CCTV CAMERA POSITION IN CEILIN 29 2® J-BOXES FOR SECURITY DEVICE. MOUNT ONE ABOVE THE OTHER AT HEIGHT SHOWN. 2® EMS CABLE TO ROOM •216 33 CONDUCTOR RUNS FOR EMS ARE 2.18 AWG PLENUM CABLES FURNISHED BY EMS CONTRACTOR AND INSTALLED BY ELECTRIC CONTRACTOR ABOVE CEILING SUSPENDED FROM STRUCTURE ABOVE 31 (2) 1-1/4" CMT INTO CEILING SPACE FOR CCTV CABLES. PROVIDE BUSHINGS. 3® TO CCTV RCPT AT GRID C4. ENGRAVE COVERPLATE "CCTV ON & OFF" 3® TRAINING EXHAUST SWITCH AND PILOT LIGHT. WIRE TO PRV-5 ON ROOF IN PARALLEL 33 PUSH BUTT -ON STATION FOR DOOR CONTROL. FURNISHED BY DOOR INSTALLER, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. 3� PROVIDE 5'-0" MULTI -OUTLET ASSEMBLY WITH RECEPTACLES ON 6" CENTERS. MOUNT VERTICALLY ON SUPPORT LEG, OF THE MODEM RACK. SECURE WITH 1/4" STOVE BOLTS, NUTS & LOCK WASHERS. PROVIDE A 6 FOOT, 3-CONDUCTOR 012 AWG SJO CORD WITH GROUNDING CAP PLUG CONNECTED TO PLUGSTRIP E S DAi I SWITCH , J-BOX FOR SATELLITE / 18„ 30,32 J 1 2" IAC-1 COND S 0 ROOF �; 3 01 t 24" LPE-1�O F 36' PE-1 RECEPTACLE MOUNTED 15.17 1/2 C, 3 10 / AC-1 0 CEILING. SEE SHEET TO AC-1 ON ROOF / 1/1" CMT 2 � 7 OR ITiNG. II OR SITE 36" 361, 2 / -�'"f 60" IGH TING TO ROOM / --TEMP 02 CONT ON SHT E1 �3 -- 30 --- - / - 8'-6" J SEN 20R 1 LP-6 ----------------- C FOR INCOMING / i ❑ i� LP-3 �L121 g \` 10 3 $'tc 12 0 T LEPHONE SERVICE �/� PROVIDE NEMA L5-20RLP-3 CONT ON SHT E1 � J -' 1 Foo, RCPT FOR CONDENSATE .' 26,28 / i 2 22 PUMP, J 9 �.} TYP \'� 8 I 2 1 1 TO VAV-9 — 2 2—,----- -- --- --- - - - SEE 2/E8 2 3 0' i 212 � I "� 42,5 JT J T 2., 2 'l` 2 JT J , J 228 26 6 2 26 6 28 2� 6 28 26 I 101 N, CEIL NG LUSH US / I J MOUNT 6 J 0' 1 17 17 17 17 TSTAT FOR FAF- 3/4' MT 2 ' 3/4" CMT D_ I SEE SEE 12" OC�' ABOVE J E12 2 LP-4 $ + SEE SHEET E5 I 4 SO, FLUSH I IN CEILING r S I I DETAIL DETAIL 22 l� i CEILING T J5 T 2 42 60" J J I I 2 e 2 S J J 6 - _2 2 2 15 I FOR ATM I S I E8 S I I 4' 32" I I 86„ 26 42 I 12' W W I J I I I LP 50 50" ATM W 2 2 5 86 J = I $Of i --- --- __— -- — -- t2 S i a INSTALL OWNER SUPPLIED FOOD SERVICE PAGING SYSTEM. 1/2" CMT NOTE: EXACT LOCATION OF ALL FOOD SERVICE S 18 EQUIPMENT FURNISHED IN ROOM 121,122,123 S AND 117 TO BE VERIFIED WITH EQUIPMENT SUPPLIER'S DRAWINGS PRIOR TO INSTALLATION 7 OF ELECTRICAL WIRING. EQUIPMENT FURNISHED 011 AND INSTALLED BY OWNER, AND CONNECTED BY ELECTRICAL CONTRACTOR. REFER TO PANELBOARDS ! ' LP-5 LP-5 & LP-5A SCHEDULE FOR EQUIPMENT / 41 LISTING, REFER TO KITCHEN SUPPLIER'S (BYCZEK) I� STivB CONDUIT UP THROUGH COUNTER ELECT. PLAN FOR ADDITIONAL REQUIREMENTS i J FOR MICROPHONE. MOUNT AMPLIFIER ON SHELF BELOW COUNTER. 29,31,33 17,19 �, 124 i - - ABOVE c P CEILING (PROVIDE 30A, 2P DISCONNECT FOR \ J-BOX FOR \ ROOF TOP CONDENSER) SUPPRESSION PU ❑ �� 3/4" CMT STATION LP-5 1/2" CMT j l 1 +_ LP-5 2 1213,37 � TF-1 W 123 M_Ss J MAKE CONNECTION li TO HOOD LIGHT i LP-5 1�4 J �6 S P LP-5 --I� •g - 1„C 1 -- $ 301 P 1/2" CMT -' 7'9 ,Ap-5. J-BOX ABOVE j J •4 ,► �► LP-5 P LP-5 I CEILING NEMA 14 OR 16 18 1„C - A\ 38,40,42 ;8 25,27 J 1,3,5 TF-4 ! TYP E1 , LP-5 18 P-5A L6,8 A / 121 LP-4 MSS LP-5 f 3/4" C. �j 1-4 '1 2 2 - ---- 25 11,13,15 ! LP- •4 LP-5A 5 II 34 11►10,,112 C 901, _ LP-5 J �1•0 L -5 PIL 5 TO SF-1 ON ROOF ,4/ J 14 18 404 J 90" •10 35 -SEE SHEET E6 I 120 •t -� •10 NEMA 9 J `— TO IC MAKER LP 5A vAv- 12"L5-15R j COND ON ROOF 7,9,1 1 ��' � LP-4 21 NEMA p_5 J 1 SEE SHT f6 / 14,16,18 L14-30R 0 2 2 ! 2 2" 40 97" „ / / Ii MOUNTED ON FRO ----- LP-5A E-OF- ❑ 23 6 TO PRV-2 ON J J _ T ! LP-5 ROOF SEE F 1 50.1P- 28 REMOTE T E6 30 10 % COOLER LP-4 LP-5 9061 ! NEMA (ABOVE --- 32 ,�/❑ 36" 21 90' L5-20R 28 P-4 -- 2 - 21,23 21 9,11 LP-3 •� ❑ J 9,1181305 / 1'3 J 21 NEMA ❑ �� L5-20R i �-ter LP-3 1, 5,7 23 AV- � U 11 ❑ •\5,_0„ I J II 11 ! III60 LP-3 I � OF 23 1 I 6,8 \ \ 2 31� 21 J LP-3 0 NF 2 13,15 10,12 EwH21 LPE 1 -� 1 3P, - 52" 52" 13,15, 10,1 it J 5.7 233 26(� 2 ,12 111 T � , , 1' wH-1 WH-� 1,EwH- I I 213 214 0,2 2 2------- - - - - - - \----------J-------�� '_ Y4"C,3 8 & 1•10c E12 I I 781' LP-4 CMT 2 32"42" 1/2"C WITH 2.14 UP TO DOOR 1" PUBLIC TELEPHONE LOCATIONS (3)• 26, j 2 12" OC RELSEASE PUSHBUTTON IN ROOM 200 3 3 3 3/4" CMT SEE SHEET A5 FOR DIMENSIONS E1 -- - _ - --- - --1- ---- - - - II - ------ - - - - - - - - - - ----- ----- ----,- --- ----- - - - - - - - - - ------------- -Et E12------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P-6 II 8 11 Fffi p �� to ❑ AS N r��r ❑ WIT N PLAN rill x 32 c Q \ X 42tt� li cn Uuj W O zXoco :pZ (A 00 gwo s2w N I.-� _ U-) mo-d ado z Q d uj OJ �Q z 0 5 W uj w r- r- Q H o) c m o m W c=i m 000 O rTT m VJ � rTT a VJ 0 I a 0 c> 0 000 N �. L J I (n tV a rw� z � � V W� w � O t �- � am UC/) M W (f) 06 3: 71' 0 W (.) CL > < Cf) cr W Lu rr V) < W LIJ U. a V) � LL0 < 10 . V ) F-ii-iiit J t LL 06 0 0 3 FOOD SERVICE/ADMINISTRATION E8 V4' = V-0' 2 1 2 ! �. /'-'\ mCnciullPIn A = A L LP-7 KEY NOTES L] CONNECT FROM 120 VOLT RATED CONTACTS -IN ALARM INITIATING DEVICES TO EXTERIOR ALARM BELL. CONNECTION FROM 24 VAC CONTACTS TO SECURITY SYSTEM BY OTHERS. a PROVIDE HAND DRYER PER SPEC SECTION 16892. SEE ARCH DRAWINGS FOR EXACT LOCATIONS. Q J-BOX FOR POWER TO DOOR CLOSER/ DETECTORS. MAKE CONNECTION. a TOILET EXHAUST SWITCH AND PILOT LIGHT, WIRE TO TOILET EXHAUST FAN IN PARALLEL. PROVIDE J-BOX AT TOP LATCH SIDE OF COMPACTOR SLIDING DOOR AND STUB 1/ 2" CONDUIT UP ABOVE CEILING LINE © STUB CONDUIT (1/2" OR AS NOTED) FROM J-BOX TO AREA ABOVE CEILING LINE OR ABOVE BOTTOM OF ROOF SUPPORT MEMBER IN UNFINISHED AREAS 7� MOUNT 8" FROM DOOR TRACK ® MOUNT ADJACENT TO EXIT LIGHT FOR F.A. STROBE LIGHT. El INSTALL J-BOX FOR FIRE ALARM SYSTEM SMOKE DETECTOR CENTERED ABOVE@ COMPACTOR DOOR. APPROX 2'-0" v FROM WALL ON BOTTOM OF ROOF SUPPORT MEMBER 10 J-BOX ON BOTTOM OF ROOF SUPPORT MEMBER FOR FIRE ALARM SYSTEM SMOKE DETECTOR 11 PROVIDE 1/2"C 3.12 FROM CONTACTOR CABINET 61 TO CONTACTOR IN PANELBOARD LP-2 12 STUB V EMPTY CONDUIT TO 10'-0" AFF 13 PROVIDE 1/2"C 3.12 FROM DAMPER TO 15 AMP CB IN GENERATOR CONTROL PANEL SEE 17 FOR WIRING DIAGRAM E12 14 STUB CONDUIT THRU WALL AND INTO SALES FLOOR CEILING SPACE FOR SYSTEMS CABLE 15 TV -FM AMPLIFIER MOUNT Q 12'-0" AFF, AND INSTALL CABLES AND SPLITTER (BY CONTRACTOR) PER SPEC SECTION 16781 11 16 SIM TOW EXCEPT TOP J-BOX TO BE AT BOTTOM OF STRUCTURAL ROOF MEMBER 17 SECURITY PORT TELEPHONE LOCATION. VERIFY EXACT LOCATION WITH OWNER 18 NEMA L5-15R FOR OWNER SUPPLIED FOOD SERVICE EQUIPMENT VERIFY LOCATION BEFORE INSTALLATION 19 NEMA L5-20R FOR OWNER SUPPLIED FOOD SERVICE EQUIPMENT VERIFY LOCATION BEFORE INSTALLATION APPROVED FOR PERMITTING: ❑ AS NOTED ON PLANS Cl. WITH ATTACHMENTS ❑ WIT OUT ATTACH =NTS oy Date Q H la m Ij `� �� 02 N �� 1a F- M W O ZX000 00 �ao0 W V 00 N �O� �U�� u) a ~ `t z •, 0 O J H Q z Q N s W ar W 7 0 r f� r 0 to n Y O 0 Q W Q} m mco Lo O r m O < i O L] U T '' tS 0nr- 0 ^T a CL z o O O CV in a r rW Z V O Lu ui ui _j ~ 6 1Q �0 -0 U C/) W Q z w oC � Q U) C zj" w > cr —w w W �- U w0 Ir CL 06 E9 V4" =l'-O" Otis AMP MAW OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE HL-1 ROOM 138 SURFACE HP-1 480/277VOLT 3 PHASE 4 WIRE 225A 225A MLO W/GROUND BUS - INTEGRATED EQUIPMENT SHORT CIRC®I CURRENT RATING (IER) - 14,000 RMS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD OTY OF C/B AND C/B OTY OF LOAD _ DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION SALES FLOOR LTG 2.7 LTA(20) 20/ 1 to 2A 20/ 1 LT (20) 2.7 SALES FLOOR LTG SALES FLOOR LTG 2.8 LT (21) 20/ 1 38 4B 20/ 1 LT (10) 1.3 SALES FLOOR LTG SALES FLOOR LTG 2.8 LT (21) 20/ 1 5C 6C 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 2.8 LT (21) 20/ 1 7A 8A 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 3.5 LT (26) 20/ 1 98 108 20/ 1 LT (20) 2.7 SALES FLOOR LTG SALES FLOOR LTG 2.1 LT (16) 20/ 1 11C 12C 20/ 1 LT (10) 1.3 SALES FLOOR LTG SALES FLOOR LTG 3.9 LT (29) 20/ 1 13A 14A 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 2.7 LT (20) 20/ 1 15B 16B 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 3.5 LT (26) 20/ 1 17C 18C 20/ 1 LT (20) 2.7 SALES FLOOR LTG SALES FLOOR LTG 3.1 LT (23) 20/ 1 19A 20A 20/ 1 LT (10) 2.8 SALES FLOOR LTG SALES FLOOR LTG 3.9 LT (29) 20/ 1 21B 226 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 3.6 LT (27) * 20/ 1 23C 24C 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 2.3 LT (17) 20/ 1 25A 26A 20/ 1 LT (20) 2.7 SALES FLOOR LTG SALES FLOOR LTG 1.1 LT (8) 20/ 1 27B 28B 20/ 1 LT (10) 1,3 SALES FLOOR LTG SALES FLOOR LTG 2.7 LT (20) 20/ 1 29C 30C 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 2.5 LT (19) 20/ 1 31A 32A 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 2.3 LT (17) 20/ 1 33B 34B 20/ 1 LT (20) 2.7 SALES FLOOR LTG SALES FLOOR LTG 2.7 LT (20) 20/ 1 35C 36C 20/ 1 LT (10) 1.3 SALES FLOOR LTG SALES FLOOR LTG 1.3 LT (10) 20/ 1 37A 38A 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 2.8 LT (21) 20/ 1 398 40B 20/ 1 LT (21) 2.8 SALES FLOOR LTG SALES FLOOR LTG 2.8 LT (21) 20/ 1 41A 42C 20/ 1 LT (16) 2.1 SALES FLOOR LTG BUS AMP MAIN OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE HL-2 ROOM 138 SURFACE HP-1 480/277VOLT 3 PHASE 4 WIRE 225A MLO W/GROUND BUS - INTEGRATED EQUIPMENT SHORT CIRCUI CURRENT RATING (IER) - 14,000 RMS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD OTY OF C/B AND C/B QTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION STOCKROOM LTG 3.6 LT (14) 20/ 1 1A 2A 20/ 1 LT (22) 3.0 MARKING LTG STOCKROOM LTG 3.6 LT (14) 20/ 1 36 4B 20/ 1 LT (16) 4.0 MARKING LTG STOCKROOM LTG 1.5 LT (9) 20/ 1 5C 6C 20/ 1 LT (17) 4.2 MARKING LTG SPARE 0.0 SR 20/ 1 7A 8A 20/ 1 LT (9) 2.3 BACKROOM LTG SPARE 0.0 SR 20/ 1 98 10B 20/ 1 LT (5) 1.1 SECURITY LTG SPARE 0.0 SR 20/ 1 11C 12C 20/ 1 LT (2) 2.7 NEON LTG STOCKROOM LTG 2.4 LT (17) 20/ 1 13A 14A 20/ 1 LT (2) 2.7 NEON LTG SPARE 0.0 SR 20/ 1 158 16B 20/ 1 LT (3) 4.0 NEON LTG SPARE 0.0 SR 20/ 1 17C 18C 20/ 1 LT (2) 2.7 NEON LTG SALES FLOOR FIXTURE 2.1 LT (16) 20/ 1 19A 20A 20/ 1 LT (2) 2.7 NEON LTG SALES FLOOR FIXTURE 2.0 LT (38) 20/ 1 21B 228 20/ 1 LT (4) 4.0 NEON LTG SALES FLOOR FIXTURE 2.7 LT (33) 20/ 1 23C 24C 20/ 1 SR 0.0 SPARE SALES FLOOR FIXTURE 2.8 LT (40) 20/ 1 25A 26A 20/ 1 SR 0.0 SPARE SALES FLOOR FIXTURE 2.0 LT (36) 20/ 1 276 28B 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 29C 30C 20/ 1 SR 0.0 SPARE. VALANCE LTG 3.1 LT (16) 20/ 1 31A 32A 20/ 1 SR 0.0 SPARE VALANCE LTG 3.1 LT (13) 20/ 1 33B 34B 20/ 1 LT (17) 1.7 FOCAL LTGS VALANCE LTG 3.0 LT (23) 20/ 1 35C 36C 20/ 1 SR 0.0 SPARE TRASH COMPACTOR 3.8 MN (1) 20/ 3 37A 38A 20/ 3 MN (1) 3.8 BALER 3.8 39B 40B 3.8 3.8 41A 42C 3.8 BUS AMP MAIN OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE HL-3 ROOM 209 SURFACE HP-2 480/277VOLT 3 PHASE 4 WIRE 225 225A MLO W/GROUND BUS - INTEGRATED EQUIPMENT SHORT CIRCmi CURRENT RATING (IER) - 14,000 RMS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD QTY OF C/B AND C/B QTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION VAV-10 2.8 PN (1) 20/ 3 1A 2A 20/ 1 LT (22) 2.8 OFFICE LTG 2.8 3B 4B 20/ 1 LT (16) 2.4 OFFICE LTG / ELEC R 2.8 5C 6C 20/ 1 LT (34) 3.48 OFFICE LTG BROWN OUT PROT 0.5 PN (1) 20/ 3 7A 8A 20/ 1 LT (5) 0.8 ROOM 128 LTG 0.5 98 10B 20/ 1 LT (33) 2.5 FOOD SERVICE LTG 0.5 11C 12C 20/ 3 PW (1) 1.7 EUH-2 SPARE 0.0 SR 20/ 1 13A 14A 1.7 VAV-7,8 HEAT 5.3 PW 30/ 3 15B 168 1.7 5.3 17C 18C 20/ 1 LT (3) 3.2 P,L SIGN 5.3 19A 20A 20/ 1 LT (3) 3.75 PARK LTG PYLON SIGN 2.5 LT (1) 20/ 2 21B 22B 20/ 1 LT (3) 3.75 PARK LTG 2.5 23C 24C 20/ 1 LT (3) 3.75 PARK LTG EMPLOYEE PKG 3.75 LT (3) 20/ 1 25A 26A 20/ 1 LT (3) 3.75 PARK LTG EMPLOYEE PKG 3.75 LT (3) 20/ 1 27B 288 20/ 1 LT (2) 3.75 PARK LTG CANOPY LTG .846 LT (9) 20/ 1 29C 30C 20/ 1 LT (3) 2.5 PARK LTG CANOPY LTG 1.382 LT (11) 20/ 1 31A 32A 30/ 3 PW (1) 5.6 VAV-4,5 HEAT SPARE 0.0 SR 20/ 1 33B 348 5.6 EMPLOYEE PKG 3.75 LT (3) 20/ 1 35C 36C 5.6 FAF-1 0.6 MW (1) 20/ 3 37A 38A 20/ 3 PW (1) 2.8 VAV-6 HEAT 0.6 39B 40B 2.8 0.6 41C 42C 2.8 BUS AMP MAIN OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE LP-1 ROOM 138 SURFACE T-1 208/120 VOLT 3 PHASE 4 WIRE 100A 100A MCB, W/GROUND BUS -EQUIP WITH 100 AMPERES POLE CONTACTOR ON MAIN BUSSING - INTEGRATED EQUIPMENT SHORT CIRCUI CURRENT RATING (IER)-10,000 AMPS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD QTY OF C/B AND C/B QTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION SALES FLOOR FIXTURE 1.3 PN (1) 20/ 1 1A 2A 20/ 1 SR 0.0 SPARE SALES FLOOR FIXTURE 1.3 PN (1) 20/ 1 3B 4B 20/ 1 LT (13) 1.2 SALES FLOOR FLOOD SALES FLOOR FIXTURE 1.3 PN (1) 20/ 1 5C 6C 20/ 1 LT (10) 0.9 SALES FLOOR FLOOD SALES FLOOR FIXTURE 1.3 PN (1) 20/ 1 7A 8A 20/ 1 SR 0.0 SPARE SALES FLOOR FIXTURE 1.3 PN (1) 20/ 1 98 108 20/ 1 PN (1) 0.5 SALES FLOOR FIXTURE SALES FLOOR FIXTURE 1.1 PN (1) 20/ 1 11C 12C 20/ 1 PN (1) 0.5 SALES FLOOR FIXTURE SPARE 0.0 SR 20/ 1 13A 14A 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 15B 16B 20/ 1 PN (1) 1.0 SALES FLOOR FIXTURE SPARE 0.0 SR 20/ 1 17C 18C 20/ 1 PN (1) 1.0 SALES FLOOR FIXTURE SALES FLOOR FIXTURE 1.3 , PN (2) 20/ 1 19A 20A 20/ 1 PN (1) 1.0 SALES FLOOR FIXTURE SALES FLOOR FIXTURE 1.3 PN (2) 20/ 1 218 22B 20/ 1 PN (1) 1.0 SALES FLOOR FIXTURE SALES FLOOR FIXTURE 1.3 PN (1) 20/ 1 23C 24C 20/ 1 SR 0.0 SPARE SALES FLOOR FIXTURE 1.3 PN (2) 20/ 1 25A 26A 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 27B 288 20/ 1 Sc SPACE SALES FLOOR FIXTURE 1.3 PN (2) 20/ 1 29C 30C 20/ 1 Sc SPACE BUS AMP MAIN OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE .e LP-2 ROOM 138 SURFACE T-2 208/120 VOLT 3 PHASE 4 WIRE 225A 150 MCB W/GROUND BUS - INTEGRATED EQUIPMENT SHORT CIRCUI CURRENT RATING (IER)-10,000 AMPS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD OTY OF C/B AND C/B OTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION DOCK RECEPTACLE 1.3 R (9) 20/ 1 1A 2A 20/ 1 PN 0) 0.5 CONT CAB 1 - DOCK RECEPTACLES 1.0 R (10) 20/ 1 3B 4B 20/ 1 SR 0.0 SPARE HEAT WRAP MACH 1.5 PN (1) 20/ 1 5C 6C 20/ 1 PN (1) 1.0 EWC, RECPT DOCK CLERICAL PS 0.5 R (1) 20/ 1 7A 8A 20/ 1 PN (2) 0.3 DOOR DET/HOLDERS DOCK CLERICAL PS 0.5 R (1) 20/ 1 9B '108 20/ 1 R (3) 0.5 RCPT ROOM 138 MAINT RM RCPT 0.9 R (5) 20/ 1 11C 12C 20/ 1 PN (1) 0.2 DOOR STRIKE MAINT RM PS 0.5 R (1) 20/ 1 13A 14A 20/ 1 R (4) 0.7 MRKG DROP CORD PRV-4 0.7 MN (1) 15/ 1 158 16B 20/ 1 R (2) 0.4 RECEPTACLES VAV-1,2,3 0.06 PN (3) 20/ 1 17C 18C 20/ 1 R (6) 1.1 SALES FLOOR RCPT FOOD SERV REFRIG 0.9 PN (1) 20/ 1 19A 20A 20/ 1 R (9) 1.7 SALES FLOOR RCPT FOOD SERV FRZ 0.2 PN (1) 20/ 1 218 228 20/ 1 R (7) 1.3 SALES FLOOR RCPT RCPT, TF-5 1.260 R (4) 20/ 1 23C 24C 20/ 2 PN (1) 1.2 HAND DRYER UH-1 & UH-2 0.8 MW (2) 20/ 1 25A 26A 1.2 PRV-3 0.7 PN (1) 15/ 1 276 28B 20/ 2 PN (1) 1.2 HAND DRYER SPARE 0.0 SR 20/ 1 29C 30C 1.2 PRV-6 0.7 MN 11) 15/ 1 31A 32A 20/ 1 SR 0.0 SPARE CRT (RM 132,148) 0.6 PN (2) 20/ 1 338 34B 20/ 1 SR 0.0 SPARE RCPT NETWORK ROOM 0.3 PN (1) 20/ 1 35C 36C 20/ 1 SR 0.0 SPARE EWH-5 1.5 PW (1) 20/ 2 37A 38A 20/ 1 SR 0.0 SPARE 1.5 39B 40B 20/ 1 PN (1) 0.5 BATTERY CHARGER SCANNER 0.6 R (3) 20/ 1 41C 42C 20/ 1 SR 0.0 SPARE BUS AMP MAIN OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE 225A MLO LP-3 ROOM 202 SURFACE T-3 208/120 VOLT 3 PHASE 4 WIRE 225A WITH DUAL W/GROUND BUS FEED LUGS - INTEGRATED EQUIPMENT SHORT CIRCUI CURRENT RATING (IER)-10,000 AMPS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD QTY OF C/B AND C/B QTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION HAND DRYER 1.2 PN (1) 20/ 2 1A 2A 20/ 1 SR 0.0 SPARE 1.2 3B 413 20/ 1 SR 0.0 SPARE HAND DRYER 1.2 PN (1) 20/ 2 5C 6C 20/ 2 PW (1) 1.5 EWH-3 1.2 7A 8A 1.5 HAND DRYER 1.2 PN (1) 20/ 2 98 108 20/ 2 PW (1) 1.5 EWH-1 & EWH-2 1.2 1 1C 12C 1.5 HAND DRYER 1.2 PN (1) 20/ 2 13A 14A 20/ 1 R (5) 0.9 ROOFTOP RCPT 1.2 158 168 20/ 1 R (5) 0.9 ROOFTOP RCPT OFFICE CRT'S 1.8 R (6) 20/ 1 17C 18C 20/ 1 PN (1) 0.5 CONT CAB 2 CASH REG CONV 1.4 R (8) 20/ 1 19A 20A 20/ 1 R (2) 0.4 TIME CLOCK CASH REG CONV 1.4 R (8) 20/ 1 21B 226 20/ 1 PN (16) 1.0 DUCT DET'S CASH REG CONV 1.6 R (9) 20/ 1 23C 24C 20/ 1 R (6) 1,1 ROOFTOP RCPT CASH REG CONY 1.4 R (8) 20/ 1 25A 26A 20/ 1 R (3) 0.5 CUST SERV CR CASH REG CONY 1.4 R (8) 20/ 1 27B 288 20/ 1 R (3) 0.5 CUST SERV CR SPARE 0.0 SR 20/ 1 29C 30C 20/ 1 R (2) 0.4 CONTROL RECEPT CASH REG SALES 0.4 PN (3) 20/ 1 31A 32A 20/ 1 R (3) 0.5 CONTROL RCPT CASH REG SALES 0.4 PN (3) 20/ 1 336 34B 20/ 1 R (2) 0.6 JEWELRY CASH REG CASH REG SALES 0.4 PN (3) 20/ 1 35C 36C 20/ 1 R (2) 0.3 ELEC CASH REG SCANNER 0.2 R (1) 20/ 1 37A 38A 20/ 1 R (1) 0.2 RECPT RM 206 CONDENSATE PUMP PN (1) 15/ 1 398 40B 20/ 1 R (4) 0.8 CCTV RCPT SPARE 0.0 SR 20/ 1 41C 42C 20/ 1 PN (1) 0.5 EMS BUS AMP MAIN OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE LP-4 ROOM 202 SURFACE T-3 208/120 VOLT 3 PHASE 4 WIRE 2Z5A 150A MCB W/GROUND BUS - INTEGRATED EQUIPMENT SHORT CIRC®I CURRENT RATING (IER)-10,000 AMPS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD QTY OF C/B AND C/B QTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION OFFICE RCPT 1.0 R (5) 20/ 1 1A 2A 20/ 1 R (7) 1.0 OFFICE RCPT OFFICE RCPT 1.0 R (5) 20/ 1 3B 4B 20/ 1 R (7) 0.6 OFFICE RCPT OFFICE RCPT 1.2 R (6) 20/ 1 5C 6C 20/ 1 R (1) 1.2 MICROWAVE QFFICE RCPT 0.7 R (4) 20/ 1 .7A 8A 20/ 1 R (2) 1.0 VENDING OFFICE RCPT 0.5 R (3) 20/ 1 96 108 15/ 1 MN (1) 0.3 TF-3 OFFICE RCPT 1.0 R (5) 20/ 1 11C 12C 15/ 1 MN (1) 0.7 TF-1 OFFICE COPIER 1.2 PN (1) 20/ 1 13A 14A 15/ 3 MN (1) 2.1 PRV-2 AC-1 1.6" MN (1) 30/ 2 158 16B 2.1 1.6 17C 18C 2.1 OFFICE POWER 0.6 R (3) 20/ 1 19A 20A 20/ 1 R (5) 0.9 CASH OFF PLUGSTRIP TOILET JANITOR 1.4 R (4) 20/ 1 21B 228 20/ 1 R (9) 1.6 CASH OFF PLUGSTRIP SECURITY OFFICE 1.6 R (4) 20/ 1 23C 24C 20/ 1 R (2) 0.6 OFFICE CRT'S TF-4 0.6 PN (1) 15/ 1 25A 26A 20/ 1 R (2) 0.4 RCPT SECURITY OFF CHRIS RET FLEX J-BOX 0.8 PN (1) 20/ 1 276 288 20/ 1 R (2) O.A4 RCPT SECURITY OFF CHRIS RET FLEX J-BOX 0.8 PN (1) 20/ 1 29C 30C 15/ 1 PN (1) 0.7 PRV-5 PRV-7 0.7 PN (1) 15/ 1 31A 32A 15/ 1 MN (1) 0.9 REMOTE COOLER SALES FLOOR RECPT 0.6 R (3) 20/ 1 338 34B 15/ 1 MN (1) 0.9 REMOTE COOLER POP MACHINE 1.0 R (1) 20/ 1 35C 36C 50/ 2 WH (1) 3.5 WH•3 POP MACHINE 1.0 R (1) 20/ 1 37A 38A 3.5 CUT FLOWER REGISTER 1.0 R (1) 20/ 1 39B 408 20/ 1 LPN (1) 0.5 FPPD SERV FIRE PROT LTG & RECPT FOR AC-1 0.3 LT (1) 20/ 1 41C 42C 20/ 1 SR SPARE BUS AMP MAW OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE 225A MLO DUAL LUGS LP-5 ROOM 120 FLUSH T-4 208/120 VOLT 3 PHASE 4 WIRE 225A NOT FEED THRU W/GROUND BUS TO PNL LP-5A - INTEGRATED EQUIPMENT SHORT CIRCUIT CURRENT RATING (IER)-10,000 AMPS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD OTY OF C/B AND C/B QTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION" 4' BEV. ICE MAKER 1.0 KT (1) 20/ 2 1A 2A 30/ 2 KT (1) 2.5 POPCORN MACH 1.0 3B 4B 2.5 REFRIG DELI 1.4 KT (1) 20/ 1 5C 6C 20/ 2 KT (1) 1.1 TOASTER ROLL WARMER 1.4 KT (1) 20/ 1 7A 8A 1.1 HOT DOG GRILL 1.1 KT (1) 20/ 1 9B 108 20/ 1 KT (1) 1.2 REFRIG. COND UTILITY OUTLET 0.18 R (1) 20/ 1 11C 12C 15/ 1 KT (1) 0.7 REFRIG COND REFRIG. BASE 0.9 KT (1) 20/ 1 13A 14A 30/ 3 KT (1) 1.6 YOGURT DISP CASH REG. 0.6 R (1) 20/ 1 15B 16B 1.6 UTILITY OUTLET 0.18 R (1) 20/ 1 17C 18C 1.6 BEV SYSTEM/COFF. WMR 1.3 KT (2) 20/ 1 19A 20A 30/ 3 KT (1) 1.6 YOGURT DISP SPARE 0.0 SR 20/ 1 218 228 1.6 UTILITY OUTLET/BAKER 0.43 KT (2) 20/ 1 23C 24C 1.6 COFFEE MAKER 2.5 KT (1) 30/ 2 25A 26A 20/ 1 KT (1) 1.2 REFRIG. 2.5 278 288 20/ 1 KT (1) 1.8 FREEZER UTILITY OUTLET 0.18 R (1) 20/ 1 29C 30C 20/ 1 KT (1) 1.6 REFRIG. FREEZER COND 1.2 KT (1) 20/ 1 31A 32A 20/ 1 SR 0.0 SPARE CHEESE WARM 1.5 KT (1) 20/ 1 33B 348 20/ 1 KT (1) 1.1 BEV. SYSTEM ICE MAKER 1.6 KT (1) 30/ 1 35C 36C 20/ 1 SR 0.0 SPARE CASH REG 0.6 R (1) 20/ 1 37A 38A 20/ 1 KT (1) 1.3 WARMING KETTLE SHUNT TRIP LP-5A 2.5 PN (1) 30/ 1 398 40B 20/ 1 KT (1) 1.3 WARMING KETTLE SIGN 1.5 KT (1) 20/ 1 41A 42C 20/ 1 KT (1) 0.9 FRY STATION WMR BUS AMP MAIN OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE 150A SHUNT LP-5A ROOM 107 FLUSH T-4 208/120 VOLT 3 PHASE 4 WIRE 225A TRIP MAIN W/GROUND BUS CCT BKR - INTEGRATED EQUIPMENT SHORT CIRCUI CURRENT RATING (IER)-10,000 AMPS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD OTY OF C/B AND C/B QTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION GRIDDLE 4.0 KT (1) 50/ 3 1A 2A 20/ 1 SR 0.0 SPARE 4.0 3B 4B 20/ 1 SR 0.0 SPARE 4.0 5C 6C 50/ 2 KT (1) 4.6 FRYER SF-1 (Y4HP) 0.4 MN (1) 15/ 3 7A 6A 4.6 0.4 9B 10B 50/ 2 KT (1) 4.65 PIZZA OVEN 0.4 1 1C 12C 4.65 WATER HEATER 3.3 KT (1) 40/ 3 13A 14A 20/ 1 KT (1) 1.5 UTILITY OUTLET 3.3 158 168 20/ 1 KT (1) 1.9 PROOFER 3.3 17C 18C 20/ 1 KT (1) 0.9 REFRIG COND SPARE 0.0 SR 20/ 1 19A 20A 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 21B 22B 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 23C 24C 20/ 1 SR 0.0 SPARE SPACE Sc 25A 26A Sc SPACE SPACE SC 278 28A Sc SPACE SPACE Sc 29C 30A SC SPACE BUS AMP MAIN OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE LP-6 ROOM 202 SURFACE T-6 208/120 VOLT 3 PHASE 4 WIRE 100A 150A MCB W/GROUND BUS SPLIT BUS BETWEENCIRCUITS 23 & 25 - EQUIP WITH 150 AMPERE, 3 POLE CONTACTOR ON SUB -MAIN BUSSING - INTEGRATED EQUIPMENT SHORT CIRCUI T CURRENT RATING (IER)-10,000 AMPS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE 81 CONNECTED LOAD QTY OF C/B AND C/B QTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION TARGET SIGN 0.6 LT (1) 20/ 1 1A 2A 20/ 1 LT (1) 0.0 TARGET SIGN (FUTURE) TARGET SIGN 1.2 LT (1) 20/ 1 3B 4B 20/ 1 LT (1) 0.0 TARGET SIGN (FUTURE) TARGET SIGN 1.3 LT (1) 20/ 1 5C 6C 20/ 1 LT (1) 0.0 TARGET SIGN (FUTURE) SALES FLOOR FIXT 1.3 PN (2) 20/ 1 7A 8A 20/ 1 PN (2) 1.5 DOOR OPERATOR EUH *3 1.7 PW (1) 20/ 3 9B 108 20/ 1 PN (2) 1.5 DOOR OPERATOR 1.7 11C 12C 20/ 1 SR 0.0 SPARE 1.7 13A 14A 20/ 1 Sc SPACE SPARE 0.0 SR 20/ 1 158 168 20/ 1 Sc SPACE SPARE 0.0 SR 20/ 1 17C 18C 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 19A 20A 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 21B 228 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 23C 24C 20/ 1 SR 0.0 SPARE ----------------------------------------------------- SALES FLOOR FIXT 0.8 LT (1) 20/ 1 25A 26A 20/ 1 SR 0.0 SPARE SALES FLOOR FIXT 0.8 LT (1) 20/ 1 27B 28B 20/ 1 SR 0.0 SPARE SALES FLOOR FIXT 0.6 LT (2) 20/ 1 29C 30C 15/ 1 MN (1) 0.7 PRV-1 SALES FLOOR FIXT 0.6 LT (2) 20/ 1 31A 32A 20/ 1 R (2) 0.5 GRAPHICS SALES FLOOR FIXT 0.5 PN (1) 20/ 1 33B 34B 20/ 1 R (2) 0.4 JEWELRY SALES FLOOR FIXT 0.5 PN (1) 20/ 1 35C 36C 20/ 1 LT (3) 1.5 JEWELRY SALES FLOOR FIXT 0.5 PN (1) 20/ 1 37A 38A 20/ 1 PN (1) 1.0 SALES FLOOR FIXT SALES FLOOR FIXT 0.0 PN (1) 20/ 1 398 40B 20/ 1 PN (1) 1.0 SALES FLOOR FIXT REVLON HEADER 0.2 PN (1) 20/ 1 41C 42C 20/ 1 SR 0.0 SPARE BUS AMP MAW OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE LP-7 ROOM 128 SURFACE T-5 208/120 VOLT 3 PHASE 4 WIRE 225A 150A MCB W/GROUND BUS - EQUIP WITH 200 AMPERE, VOLE CONTACTOR ON MAIN BUSSING - INTGRATED EQUIPMENT SHORT CIRCU CURRENT RATING (IER)-10,000 AMPS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD QTY OF C/B AND C/B QTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION TV WALL 1.2 R (U 20/ 1 1A 2A 20/ 1 R (1) 1.2 TV WALL TV WALL 1.2 R (1) 20/ 1 3B 48 20/ 1 R (1) 1.2 TV WALL TV WALL 1.2 R (1) 20/ 1 5C 6C 20/ 1 R (1) 1.2 TV WALL TV WALL 1.2 R (1) 20/ 1 7A 8A 20/ 1 R (1) 1.2 TV WALL TV WALL 1.2 R (1) 20/ 1 9B 108 20/ 1 R (1) 1.2 TV WALL TV WALL 1.2 R (1) 20/ 1 11C 12C 20/ 1 R (1) 1.2 TV WALL ELECTRONICS 1.0 R (3) 20/ 1 13A 14A 20/ 1 R (3) 1.0 ELECTRONICS ELECTRONICS 1.0 R (3) 20/ 1 15B 16B 20/ 1 R (3) 1.0 ELECTRONICS ELECTRONICS 1.0 R (3) 20/ 1 17C 18C 20/ 1 R (3) 1.0 ELECTRONICS ELECTRONICS 1.0 R (3) 20/ 1 19A 20A 20/ 1 R (3) 1.0 ELECTRONICS ELECTRONICS 1.0 R (3) 20/ 1 218 22B 20/ 1 R (3) 1.0 ELECTRONICS ELECTRONICS 1.0 R (3) 20/ 1 23C 24C 20/ 1 R (3) 1.0 ELECTRONICS ELECTRONICS 1.0 R (3) 20/ 1 25A 26A 20/ 1 R (3) 1.0 ELECTRONICS ELECTRONICS 1.0 R (3) 20/ 1 276 28B 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 29C 30C 20/ 1 R (3) 1.0 ELECTRONICS ELECTRONICS 1.0 R (3) 20/ 1 31A 32A 20/ 1 R (3) 1.0 ELECTRONICS ELECTRONICS 1.0 R (3) 20/ 1 336 34B 20/ 1 R (3) 1.0 ELECTRONICS SPARE 0.0 SR 20/ 1 35C 36C 20/ 1 R (3) 1.0 DISPLAY SPARE 0.0 SR 20/ 1 37A 38A 20/ 1 R (2) 0.3 RCPT SPARE 0.0 SR 20/ 1 39B 40B 20/ 1 LT (2) 0.3 HANGING TV SPARE 0.0 SR 20/ 1 41C 42C 20/ 1 R (2) 0.3 VCR NAME LOCATION HLE-1 ROOM 138 BUS AMP MAIN OC ..I� SIZE DEVICE 100 MLO - INTEGRATED EQUIPMENT SHORT CIRCUI CURRENT RATING (IER) - 14,000 RMS <, i CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED MOUNTING SUPPLIED FROM SURFACE HP-1 VOLTAGE 480/277VOLT 3 PHASE 4 WIRE W/GROUND BUS DESCRIPTION LOAD (KVA) QTY OF LOAD C/B AMP/POLE AND PHASE C/B AMP/POLE QTY OF LOAD LOAD (KVA) DESCRIPTION OFFICE LTG 1.7 LT (25) 20/ 1 1A 2A 20/ 1 LT (12) 2.3 STOCKROOM LTG SPARE 0.0 SR 20/ 1 3B 4B 20/ 1 LT (10) 0.3 EXIT SIGN SPARE 0.0 SR 20/ 1 5C 6C 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 7A 8A 20/ 1 LT (30) 4.0 SALES FLOOR LTG SPARE 0.0 SR 20/ 1 9B 10B 20/ 1 LT (28) 3.7 SALES FLOOR LTG OFFICE EXIT SIGNS 0.6 LT (20) 20/ 1 1 IC 12C 20/ 1 LT (31) 4.1 SALES FLOOR LTG TE-1 5.0 PN (1) 30/ 3 13A 14A 20/ 1 LT (18) 2.4 CHECKOUT LTG 5.0 PN 15B 16B 20/ 1 LT (26) 3.5 LIGHTS 5.0 PN 17C 18C 20/ 1 SR 0.0 SPARE BUS AMP MAIN OC NAME LOCATION MOUNTING SUPPLIED FROM VOLTAGE SIZE DEVICE LPE-1 ROOM 202 SURFACE TE-1 208/120 VOLT 3 PHASE 4 WIRE 100 60A MCB W/GROUND BUS - INTEGRATED EQUIPMENT SHORT CIRCUIT CURRENT RATING (IER) - 10,000 RMS CONNECTED TYPE & BRANCH CIRCUIT BRANCH TYPE & CONNECTED LOAD QTY OF C/B AND C/B OTY OF LOAD DESCRIPTION (KVA) LOAD AMP/POLE PHASE AMP/POLE LOAD (KVA) DESCRIPTION RM 134 FA BELL 0.1 PN (1) 20/ 1 to 2A 20/ 1 PN (8) 1.2 CASH REG RM 102 SPARE 0.0 SR 20/ 1 3B 48 20/ 1 PN (8) 1.2 CASH REG RM 102 SECURITY 0.2 PN (2) 20/ 1 5C 6C 20/ 1 PN (12) 1.4 CASH REG RM 102 SECURITY EQUIP 0.6 PN (3) 20/ 1 7A 8A 20/ 1 PN (12) 1.4 CASH REG RM 102 TEL SWITCH 1.0 PN (1) 20/ 1 9B 10B 20/ 1 SR 0.0 SPARE MODEM RACK 1.0 PN (6) 20/ 1 11C 12C 20/ 1 SR 0.0 SPARE PAGING EQUIP 0.5 PN (2) 20/ 1 13A 14A Sc SPACE LASER PRINTER 1.5 PN (1) 20/ 1 15B 16B Sc SPACE UPS 1.5 PN (1) 20/ 1 17C 18C Sc SPACE CRT 0.6 R (2) 20/ 1 19A 20A 20/ 1 SR 0.0 SPARE CRT 0.6 R (2) 20/ 1 21B 226 20/ 1 SR 0.0 SPARE SPARE 0.0 SR 20/ 1 23C 24C Sc SPACE SPARE 0.0 SR 20/ 1 23A 26A Sc SPACE SPACE Sc 27B 28B Sc SPACE SPACE Sc 29C 30C 20/ 1 PN (8) 0.5 CAB 1A APPROVED FOR PERMITTING: 13 AS NOTED ON PLANS 0 WITH AT7ACHMEf�j7-g 'g WI OUT,�� QC�aUt�RliS Date LEGEND R - RECEPTACLE LT - LIGHTING PN - POWER NON -SEASONAL PW - POWER WINTER MN - MOTORS NON -SEASONAL MW - MOTORS WINTER KT - KITCHEN SR - SPARE SC - SPACE ( ) - INDICATES NUMBER OF CONNECTIONS TO CIRCUIT a: � "M FPO-51 L *; Lc co i wo Z�o00 (00 A co 00 W 1 W CV 004 uj °inQ�O o_j OQ II � �. 1 � I s W W o) Q) r :3 o 0) :3} Q H a O <Y V m G r� CDm � W w U d Od O r TT m VJ a r I O T- a z O u o C N Zt C? Lijw (Dz w0 � �_j Q �0�--� U c 0 cr V / W 0J Co . 1 0 W W Z V L.J.. U) I 0 T W C LIGHT FIXTURE SCHEDULE TYPE FIXTURE TYPE MOUNTING LAMPS LIGHT CONTROLS WATTS MANUFACTURER'S CATALOG NUMBER REMARKS LETTER Al 2'X4' FLUORESCENT RECESSED (4)FO32/31K 12 CELL 114 COLUMBIA *T8P2-244G-49263W/ELECTRONIC 277V Q TROFFER PARABOLIC LOUVER LIGHTOLIER *81671X2-T8-277V-ELECTRONIC A2 DESIGNATION OMITTED B1 2'X4' FLUORESCENT RECESSED (2)FO32/31K MIN OF 0.125'' 65 KEENE *XT2GVA240-.125 LENS-T8-277 ELECTRONIC TROFFER ACRYLIC PRISMATIC KEYSTONE *T82SG-240-EXAW/ELECTRONIC 277V LENS LITHONIA *2SPG-232-Al2.125-277V B2 2'X4' FLUORESCENT RECESSED (3)FO32/31K MIN OF 0,125" 1 12 KEENE *XT2GVA340-.125 LENS-T8-277 ELECTRONIC TROFFER ACRYLIC PRISMATIC KEYSTONE *T82SG-340-EXAW/ELECTRONIC 277V LENS LITHONIA *2SPG-332Al2.125-277V B3 2'X4' FLUORESCENT RECESSED (4)FO32/31K MIN OF 0.125" 114 KEENE *XT2GVA440-.125 LENS-T8-277 ELECTRONIC TROFFER ACRYLIC PRISMATIC KEYSTONE *T82SG-440-EXAW/ELECTRONIC 277V LENS LITHONIA *2SPG-332Al2.125-277V Cl 1'X4' FLUORESCENT PECESSED (2)FO32/31K MIN OF 0.125" 65 KEENE *RTFIGVA240-.125 LENS-T8-277 ELECTRONIC TROFFER ACRYLIC PRISMATIC KEYSTONE *T8SG-240-EXAW/ELECTRONIC 277V LENS LITHONIA *SPG232-Al2.125-277V-ELECTRONIC C2 1'X4' FLUORESCENT RECESSED (2)FO32/31K MIN OF 0.125" 65 KEYSTONE *T8F240-EXA-W/ELECTRONIC 277V FLANGED TROFFER ACRYLIC PRISMATIC METALUX *RF-24OA-TU-F032-277V LENS LITHONIA *SPF-232-Al2.125-277V-ELECTRONIC D1 4' FLUORESCENT SURFACE (1)FO32/31K 33 LITHONIA *C-132-277V-ELECTRONIC STRIP KEYSTONE *T8CS-140W/ELECTRONIC 277V SIM KAR *CH-140RS-B4-277V-ELECTRONIC D2 INCANDESCENT SURFACE (1) 10OW I.F. POLYCARBONATE APPLETON * REA-108/VGU-1 GLOBE & GUARD INCANDESCENT PLASTIC GLOBE A19 D3 DESIGNATION OMITTED D4 8' FLUORESCENT SURFACE (4)FO32/31K TANDEM STRIP D5 4' FLUORESCENT SURFACE (2)FO32/31K STRIP D6 4' HO FLUORESCENT SURFACE (2)F48T12/CW/HO STRIP D7 8' HO FLUORESCENT SURFACE (1)F96T12/CW/HO/SS STRIP D8 8' HO FLUORESCENT SURFACE (2)F96T12/CW/HO/SS STRIP D9 16' H.O. FLUORESCENT SURFACE (2)F96T12/CW/HO/SS STRIP E1 EXIT SIGN UNIVERSAL (1)7W PL OR BIAXSTENCIL ALUMINUM NON -FLASHING RED LETTERS WITH BATTERY BACK-UP 112 LITHONIA *8TL-432-277V-ELECTRONIC KEYSTONE *T8CS-240-8W/ELECTRONIC 277 SIM KAR *CHT8-2240RS-B4-277V-ELECTRONIC 65 LITHONIA IC-232-277V-ELECTRONIC KEYSTONE *CS-240W/ELECTRONIC 277 SIM KAR *CHT8-224ORS-B4-277V-ELECTRONIC 146 LITHONIA *UN-248-HO-277V-ESB KEYSTONE *K-248HO-277V-E5B SIM KAR *CHX-248HO-277V-E58 125 LITHONIA *UN-196-HO-277V-E58 KEYSTONE *K-196HO-277V-E58 SIM KAR *CHX-196HO-277V-E5B 208 LITHONIA *UN-296-HO-277V-E5B KEYSTONE OK-296HO-277V-E5B SIM KAR *CHX-296HO-277V-E5B 208 LITHONIA *UN-296HO-16' CHANNEL-277-E5B KEYSTONE *K196HO-16-277-E58 SIM KAR *CHX-2196HO-277-E58 9 LITHONIA *FES-1R-277-ELN 277V ARROWS DUAL LITE *FLX-2-RW-W2K AS INDICATED SURE-LITE PLX SERIES WITH NICKEL ON DWGS CADIUM BATTERY CAT. NO. PLX-6070-RP SINGLE OR DOUBLE FACED AS INDICATED ON DWGS. I E2 DESIGNATION OMITTED F1 HID ADJUSTABLE RECESSED (1)70W METAL 18 DEG MEDIUM 94 MIROFLECTOR *MIRO-T70 ACCENT FLOOD LIGHT HALIDE HQI-TS BEAM SPREAD AM-277V 70W/WDL G1 HID DOWN -LIGHT RECESSED (1)70W METAL 94 MIROFLECTOR *MIRO-T70 HALIDE HQI-TS RD-277/DL WDL G2 HID WALL PACK SURFACE (1)175W METAL PRISMATIC 210 HI-TEK *TWH-175-M-277V-DMB HALIDE MS175/ BOROSILICATE BENJAMIN *OWW-175-277MH-BZ C/HOR GLASS STONCO *WPM-175MAHS-277V G3 HID DOWN -LIGHT RECESSED (1)70W METAL 94 MIROFLECTOR *MIRO-T-70WW/DL WALL WASH HALIDE HQI -TS WDL H1 DESIGNATION OMITTED J1 DESIGNATION OMITTED J2 WET LOCATION 8' CHAIN HUNG (2) F96T12/CW/ HIGH IMPACT 208 KEYSTONE *LU-296-HO-WL-277V FLUURESCENT FROM STRUCT HO/SS ACRYLIC DIFFUSER LITHONIA ODD-296-HO-AR-277V-WLF W/CAPTIVE LATCHES K1 1'X4' FLUORESCENT . SURFACE (2)FO32/31K 65 LITHONIA *WS232-Al2.125-277V-ELECTRONIC WALL BRACKET L1 DOCK LIGHT SURFACE (1)150W PAR 38 150 KELLY *L1040 TRIPP-LITE *DL-40 M1 WALLWASH WALL (X)F032/31K ASSYMETRIC El AS REQUIRED REFLECTOR M2 WALLWASH FIXTURE (X)F032/31K ASSYMETRIC al AS REQUIRED REFLECTOR Nl DESIGNATION OMITTED P1 DESIGNATION OMITTED P2 DESIGNATION OMITTED R1 DESIGNATION OMITTED S1 FLUORESCENT COVE WALL TO WALL(X)F032/31K MATTE WHITE 65 NEORAY SERIES 73/2-S22-XX-T8- SYSTEM (X)F025/31K ACRYLIC ELECTRONIC-277V T1 DESIGNATION OMITTED 01 277V 4Q 277V 4Q REFER TO DRAWING FOR LENGTH V1 4' FLUORSCENT SURFACE (1)F03231K ASSYMETRIC 33 SIMKAR*CH-140-RS-H-ARW.48-B4-277ELECTRONIC STRIP REFLECTOR PRUDENTAIL P-PAR-101-48-RS-T8-277-ELECTRONIC INDY SN-140R-H-TARGET ASYM-T8-ELECTRONIC-277V V2 8' FLUORSCENT SURFACE (2)FO3231K ASSYMETRIC 65 SIMKAR*CH-2180-RS-H-ARW.96-B4-277ELECTRONIC STRIP REFLECTOR PRUDENTAIL P-PAR-101-96-RS-T8-277-ELECTRONIC INDY SN-140R-H-TARGET ASYM-T8-ELECTRONIC-277V GENERAL LIGHTING SCHEDULE NOTES A. TYPES 11, 01, Q1, U1 INTENTIONALLY OMITTED. KEY UGHTING SCHEDULE NOTES IF] TYPE -M1' AND W-FIXTURES PROVIDED BY OWNER IN 4' AND 8' LENGTHS USING 4' LAMPS 22 TANDEM FIXTURES A 3� CUT REFLECTOR TO LENGTH r EQUIPMENT SCHEDULE MECH DESIGNATION LOCATION HP/KVA CONTROL STARTER VOLT/PH REMARKS RTU-1 ROOF 23.4 KVA SPECIAL W/UNIT 480 /3 2 RTU-2 ROOF 20.0 KVA SPECIAL W/UNIT 480 /3 RTU-3 ROOF 48.6 KVA SPECIAL W/UNIT 480 /3 RTU-4 ROOF 48.6 KVA SPECIAL W/UNIT 480 /3 RTU-5 ROOF 48.6 KVA SPECIAL W/UNIT 480 /3 RTU-6 ROOF 48.6 KVA SPECIAL W/UNIT 480 /3 RTU-7 ROOF 47.9 KVA SPECIAL W/UNIT 480 /3 RTU-8 ROOF 47.9 KVA SPECIAL W/UNIT 480 /3 RTU-9 ROOF 47.9 KVA SPECIAL W/UNIT 480 /3 RTU-10 ROOF 47.9 KVA SPECIAL W/UNIT 480 /3 RTU-11 ROOF 48-.6 KVA SPECIAL W/UNIT 480 /3 RTU-12 ROOF 47.9 KVA SPECIAL W/UNIT 480 /3 RTU-13 ROOF 47.9 KVA SPECIAL W/UNIT 480 /3 RTU-14 ROOF 48.6 KVA SPECIAL W/UNIT 480 /3 RTU-15 ROOF 36.5 KVA SPECIAL W/UNIT 480 /3 RTU-16 ROOF 27.5 KVA SPECIAL W/UNIT 480 /3 ® Q UH-1 ROOM 131 1/20 HP THERMO N/A 120 /1 UH-2 ROOM 130 1/35 HP THERMO N/A 120 /1 PRV-1 ROOF 1/4 HP MANUAL MSS 120 /1 PRV-2 ROOF 11/2 HP MANUAL FVNR 208 /3 Q PRV-3 ROOF 1/4 HP MANUAL MSS 120 /1 PRV-4 ROOF 1/4 HP MANUAL MSS 120 /1 PRV -5 ROOF 1/4 HP MANUAL MSS 120 / 1 AC-1(FAN) ROOM 1 14 0.3 KVA THERMO W/UNIT 208 /1 39 AC-1 (COND) ROOF 3.1 KVA THERMO W/UNIT 208 /1 39 TF-1 CEILING 123 1/4 HP MANUAL MSS 120 /1 E 9 NOT USED TF-3 ROOM 202 0.3 KW THERMO MSS 120 /1 TF-4 CEILING 124 0.260 KW THERMO MSS 120 /1 TF-5 CEILING 145 0.760 KW THERMO MSS 120 /1 REMOTE COOLER CEILING 107 Y4 HP OTHER W/UNIT 120 /1 EWH-1 ROOM 115 1.5 KW THERMO N/A 208 /1 38 EWH-2 ROOM 116 1.5 KW THERMO N/A 208 /i 3 NOT USED NOT USED EWH-5 ROOM 141 3.0 KW THERMO N/A 208 /1 COMPACTOR ROOM 130 10 HP OTHERS OTHERS 480 /3 16 BALER ROOM 130 10 HP OTHERS OTHERS 480 /3 17 WH-1 ROOM 119 10.0 KW OTHER N/A 208 /3 WH-3 ROOM 126 7.0 KW OTHER N/A 208 /1 SF-1 ROOF 124 Y4 HP MANUAL FVNR 208 /3 �1 VAV-1 OFFICE FRAC THERMO N/A 277 /1 36 VAV-2 OFFICE FRAC THERMO N/A 277 /1 VAV-3 OFFICE FRAC THERMO N/A 277 /1 VAV-4 OFFICE '/4HP • 6KW HEAT THERMO W/UNIT 480 /3 (HP=277V) VAV-5 OFFICE 1/4HP + 6KW HEAT THERMO W/UNIT 480 /3 (HP-277V) VAV-6 OFFICE 1/4HP • 6KW HEAT THERMO W/UNIT 480 /3 (HP=277V) VAV-7 OFFICE 1/4HP + 6KW HEAT THERMO W/UNIT 480 /3 (HP-277V) VAV-8 OFFICE '/4HP + 5KW HEAT THERMO W/UNIT 480 /3 (HP=277V) VAV-9 OFFICE FRAC OTHER 277 /1 VAV-10 OFFICE 1/4HP • 6KW HEAT THERMO W/UNIT 480 /3 (HP=277V) 36 FAF-1 ROOF 2.0 HP THERMO W/UNIT 480 /3 ICE MKR COND ROOF Q EUH-2 ROOM 202 5 KW WH*3 ROOM 207 (IN CAB) 7 KW WTR CHILLER *1 ROOM 107 (ABV CLG) 1/3 HP WTR CHILLER *2 ROOM 212 (ABV CLG) 1/3 HP PRV-6 ROOM 138 1/4HP _ PRV-7 ROOM 202 1/4HP EUH-6 ROOM 134 5 KW THERMO N/A 208/ 3 EQUIPMENT SCHEDULE KEY NOTES 1� INTERLOCK PRV-2, SF-1, AND TF-1 PER DETAIL E12 ®REFER TO DETAILS E112 & E22 FOR CONNECTION OF L] SURFACE MOUNTED ELECTRICAL WALL HEATER POWER EXHAUST ON ROOFTOP UNIT QMARK CAT NO AWH-4404-2 (PROVIDE FRAME El ELECTRICAL UNIT HEATER, 5KW, 480V/3PH WITH INTERNAL THERMOSTAT FOR SURFACE MOUNTING) (MT-1), AND POWER DISCONNECT SWITCH (MPDS-25), 0-MARK NO. L] SURFACE MOUNTED ELECTRICAL WALL HEATER MUH05-41/MT-1/MPDS-25. QMARK CAT NO AWH-4204-2 (PROVIDE FRAME © ELECTRICAL UNIT HEATER, 5KW, 208V/3PH WITH INTERNAL THERMOSTAT FOR SURFACE MOUNTING;) (MT-2), AND POWER DISCONNECT SWITCH (MPDS-25), Q-MARK NO. MUH05-21/MT-2/MPDS-25. OWNER SUPPLIED MATL & EQUIP SCHEDULE ITEM ROOM SUPP BY R C YINSTALLB TEST BY SPEC OWN CTR OWN CTR OWN CTR OWN CTR NO DESCRIPTION LOC DIV/SEC REMARKS 1 2 ACOUSTICAL CLG PANEL (ACT 1) - _ _ = 09510 3 COUNTER & CABINET FIXTURES - ' _ ' _ - SEE DWGS FOR PREP WORK 4 HARDWARE (DOOR) - ' _ ' ' 08700 CORES ONLY 5 CER TILE (CT-1), (CT-2), (CT-3) - ' = 09300 6 EXTERIOR WASTE RECEPTACLES EXT _ _ - 7 RESILIENT FLR(RF-1,2) & ADHESIVE - _ ' = 09650 8 CARPET, EDGE MOLDING, & ADHESIVE - _ ' = 09680 9 INTERIOR PAINT -RED AND GRAY - _ ' = 09900 C-1 & C-5 ONLY 10 KYDEX WALLCOVERING - _ ' = 09950 11 SOAP DISPENSERS 10010 EXCEPT 0 HANDICAPPED & CHILDRENS LAVS 12 SIGNAGE -INTERIOR & EXTERIOR - _ _ _ _ - SEE DWGS FOR ELEC REQD 13 PYLON SIGN EXT x _ _ _ - SEE DWGS FOR ELEC REQD 14 SAFE 104 x _ _ _ - 15 ATM, VENDING, & REFR 103,207 _ _ _ - SEE DWGS FOR ELEC READ 16 COMPACTOR,CONTAINER,POWER PACK 130 = _ _ _ - SEE DWGS FOR ELEC REQD 17 BALER 130 = _ _ _ - SEE DWGS FOR ELEC READ 18 FOOD SERVICE EQUIPMENT & FIXTURES 122,123,1 _ _ _ - SEE DWGS FOR MECH/ELEC REQD 19 NOT USED 20 SALES FLOOR DISPLAY FIXTURES 102 ' _ _ - SEE DWGS FOR PREP WORK 21 LANDSCAPE OFFICE PARTITIONS 212,215 _ _ - 22 STOCK ROOM SHELVING -- 23 RTU'S AND CURBS EXT _ _ = 15780 24 NOT USED 25 FOOD SERVICE HOOD & VENT EQUI T123 EXT = _ _ 'LL. EE DWGS FOR MECH/ELEC READ 26 POWER & COMM POLES & FLEX WI E 102 ' _ _ - SEE DWGS FOR ELEC REQD 27 SALES FL LIGHT FIXT & FLEX WIR 102 _ _ 16510 28 PARKING LOT LIGHT FIXT & POLES EXT _ _ = 16510 29 SECURITY ALARM SYSTEMS - _ _ _ _ - SEE DWGS FOR ELEC REOD 30 TELEPHONE SYSTEM - _ _ _ = 16741 SEE DWGS FOR ELEC REQD 31 PUBLIC TELEPHONES 100,101 _ _ - 32 FOOD SERVICE PAGING 123 = _ _ 16771 33 EMERGENCY PAGING SYSTEM 109 = _ _ _ - SEE DWGS FOR ELEC REQD 34 EPOS SYSTEM - _ _ _ _ - SEE DWGS FOR ELEC READ 35 ANTENNA PLUGMOLD SYSTEM - ' _ _ 16781 36 ENERGY MGMT, AND CONTROLS - _ _ _ = 15950 37 CONTACTOR CABINETS 138,202 ' _ _ = 16485 38 THERMOSTATS - 16180 SEE DWGS FOR ELEC REQD 39 CONTROL RM A/C EQUIP 114 = _ _ ' 15850 40 CONDENSING UNIT EXT = _ ' - SEE DWGS FOR MECH/ELEC REQD 41 BACKLIT GRAPHICS 102,12 = _ _ ' SEE DWGS FOR ELEC READ 42 FOOD SERVICE MENU BOARDS 123 = _ _ SEE DWGS FOR ELEC REQD 43 SALES FLOOR ACCENT LIGHTING 102 = _ _ = 16510 44 PACKAGE ENGINE GENERATOR SET 138 1 16622 45 VALANCE - - 46 FIRE ALARM SYSTEM - _ _ _ _ - SEE DWGS FOR ELEC REQD 47 RESILIENT BASE (RB) & ADHESIVE - _ ' = 09650 48 NUMBER DISPLAY MACHINE 103 = _ _ _ - SEE DWGS FOR ELEC REDD 49 NOT USED - 50 SATELLITE DISH - _ _ _ _ - SEE DWGS FOR STRUC/ELEC REQD 51 NOT USED 52 CART RAILINGS & ROLLERS 100,101 53 BIKE RACK x CONTACTOR SCHEDULE CONTROLS FN ICE NO COIL CONTACT CONTACT CONTROL LOCATION PANEL CIRCUITS POLES VOLTAGE VOLTAGE AMPS DEVICE NOTES C-1.1 CONT CAB 1 HL-1 6,7,13,16,21,22,30, 12 120V 277V 20A EMS LIGHTING PROGRAM "A" 31,38,39,42 C-1.2 CONT CAB 1 HL-1 5,8,14,15,19,23,24,29, 12 120V 277V 20A EMS LIGHTING PROGRAM "B" 32,40,41 C-1.3 CONT CAB 1 HL-1 1,2,9,10,17,18,25, 12 120V 277V 20A EMS LIGHTING PROGRAM "C" 26,33,34.35 C-1.4 CONT CAB 1 HL-1 3,4,11,12,19,20,27, 12 120V 277V 20A EMS LIGHTING PROGRAM "D" 28.36,37 C-1.5 CONT CAB 1 HL-2 12,14,16,18,20,22,21, 14 120V 277V 20A EMS STORE OPEN- "ON" 23,25,27,29,31,33,35 C-1.6 PANEL LP-1 LP-1 ALL 3 120V 208V 100A EMS INTEGRAL WITH PANELBOARD STORE OPEN- "ON" C-1.7 PANEL LP-6 LP-6 SUBMAIN 25-42 3 120V 208V 100A EMS INTEGRAL WITH PANELBOARD STORE OPEN- "ON" C-1.8 PANEL LP-7 LP-7 ALL 3 120V 208V 200A EMS INTEGRAL WITH PANELBOARD STORE OPEN- "ON" C-2.1 CONT CAB to HLE-1 8,10,12,14,16 4 120V 277V 20A EMS LOCATED ADJ. TO CANT. CAB. *1 LIGHTING PROGRAM "D" C-3.1 CONT CAB 1 HL-2 1,3,4,6,8,13 8 120V 277V 20A EMS STOCKROOM LIGHTING C-4.1 CONT CAB 2 HL-3 20,22,24,26,28,29,30, 12 120V 277V 20A EMS PARKING, CANOPY, AND SIGN HL-3 21.23 120V 480V 20A EMS PYLON SIGN C-4.2 CONT CAB 2 LP-6 1,3,5 4 120V 120V 20A EMS PARKING, CANOPY, AND SIGN C-5.1 CONT CAB 1 HL-2 10 2 120V 277V 20A EMS SECURITY LIGHTING C-5.2 CONT CAB 2 HL-3 31 2 120V 277V 20A EMS CANOPY LIGHTING C-6.1 CONT CAB 2 HL-3 25,27 2 120V 277V 20A EMS EMPLOYEE PARKING C-7.1 CONT CAB 1 LP-2 37,39 2 120V 208V 20A EMS ELECTRIC HEAT C-7.2 CONT CAB 2 LP-3 2,4,6,8,10,12 4 120V 208V 20A EMS ELECTRIC HEAT 17 APPROVED FOR RE*A9FT++fr�. Cl AS NOTED ON PLANS CI WITH ATTACHMENTS ❑ WITHOUT ATTACHMENTS ByDate1�`.ad-1 ►-- r'M U W O z cef000 -��00 Q 00 WC5°1 W cr N �tr0N W 3Uc�� Q¢o u) a- Z� z �- oQ O J ibA ij z 0 w 0 w r r (A 0 (n -1 O U v O 0 r cr CC) = N w 0)Z } m w Y ui m O z r m O O U 1 0-3 a r T' Q cr LL o r z o a 0 o v N ~ W Lo F vi w a T WZ 0 w I< �- �VJ Vrr ,C/^) - � V W I :D j, 0 - V ) T T W w W z CEILING GRID SYSTEM AT 8'-0" WALL 5'-0" LONG MULTI - OUTLET ASSEMBLY W/RECEPTACLES AT 6" 0. C. MOUNT ON FRONT OF MODEM RACK FRONT VIEW OF MODE RACK FOUR PRONG JACK J-BOX FOR SATELLITE — CABLE I 12'-0" MULTI -OUTLET ASSEMBLY W/DUPLEX - - RECEPTS 2'-0" O.C. STARTING 1'-O" FROM - — ENDS - TELEPHONE OUTLETa-- q* qt zo UPS OUTLET UPS TELEPHONE BACK-U 1 NOT USED POWER SUPPLY 3'-0" 2 ELEVATION RM #114 OUT FROM WALL E12 NO SCALE CONDUITS FOR INCOMING E12 NO SCALE TELEPHONE ANDSALES FLOOR PHONE & EPOS s ELEVATION ROOM #202 E12 NO SCALE CONTACTOR CABINET e2 (2) 4' X 8' PLYWOOD BACKBOARDS CONCRETE PAD RECEPTACLE J-BOX BROWNOUT PROTECTOR 7 ELEVATION ROOM #138 E12 NO SCALE BRANCH CIRCUIT WIRING BATTERY ELIMINATOR E I, CEILING n I I II LOW VOLTAGE WIRING IN CONDUIT. CONCEAL IN WALL FURRING. n n FLUSH MOUNT J-BOX W/WIREMOLD EXTENSION RING & FINISHED COVER SURFACE RACEWAY, WIREMOLD 0200 W/90- FLAT ELBOW CORNER.RUN AS CLOSE TO HINGES AS POSSIBLE. CONNECT TO J-BOX W/WIREMOLD 020OF 18" LONG FLEXIBLE SECTION. NOTES: A. MOUNT BATTERY ELIMINATOR (FURNISHED UNDER SECTION 08700)ABOVE SUSPENDE1 CEILING AND ROUTE 120 VOLT BRANCH CIRCUIT AND CONNECT TO LINE VOLTAGE TERMINALS B. ROUTE CONDUCTORS TO LOW VOLTAGE 16.3.13 TERMINALS OF BATTERY ELIMINATOR 16.3.2 THROUGH CONCEALED 1 /2"C 10 EMERGENCY EXIT DOORS C. ROUTE CONDUCTORS TO DETER HARDWARE „ DOOR CONTACT DETAIL E12 THROUGH RACEWAY. MAKE FINAL CONNECTIO E12 NO SCALE TO DETEX HARDWARE. NO SCALE D. PAINT ALL EXPOSED RACEWAY TO MATCH SURFACE ON WHICH IT IS MOUNTED 120V _ START - _ STOP 208V A/S-PRV? PRV2 MS-PRV2 OL'S 120V MS-PRV2 M�1 F OL'S 16.5.14 WC 23 PRV-2 SF-1 INTERLOCK E12 NO SCALE THRU OPENING WALL ® TELEPHONE SWITCH PLYWOOD BACKBOARD 4' X DUPLEX RECEPTACLE fTELEPHONE TERMINAL BLOCK a)SPACE DUPLEX RECEPTACLE TELEPHONE OUTLET J-BOX WITH GROUND WIR : DUPLEX RECEPTACLE N Q EMPTY TELEPHONE SERVICE FROMUSALESD FLOOR A EMPTYEAouIT 3 ELEVATION RM #114 FOR TELEPHONE AND EPOS E12 NO SCALE CONTACTOR CABINET •1 CONTACTOR CABINET 01A 4' X 8' PLYWOOD BACKBOARD 4' X 8' PLYWOOD 4' X 4' PLYWOOD PAr'lePOAPn BACKBOARD ROUTE 1 /2" EMPTY CONDUIT CONCEALED IN WALL FROM CEILING SPACE 6" INTO HOLLOW METAL DOOR FRAME AND BUSH ENDS SECURITY DEVICES AND CABLES 29 SHOCK SENSOR 29 KEY - - - FIELD WIRING -- - FACTORY WIRING TO BE REMOVED — - FACTORY WIRING TO REMAIN r--- I I - p � — — — I I I 1 I ❑ ❑ ❑ ❑ rl CONCRETE PAD e ELEVATION ROOM #138 E12 NO SCALE II u u u t w n u u I 1 t I t I t t I 1 6 16.3.3 12 SHOCK SENSOR DETAIL E12 NO SCALE L-2 HL-1 y\ I T-1 STUB CONDUIT INTO CEILING SPACE ROUTE 1 /2" EMPTY CONDUIT CONCEALED IN WALL FROM CEILING SPACE 6" INTO HOLLOW METAL DOOR FRAME AND BUSH ENDS SHOCK SENSORS AND CABLE 29 WINDOW MULLION T83 POWER EXHAUST Y1 ° CONTROL BOX C o— - - - - BRN - - - - - - - - - _ _ SHUNT TRIP CIRCUIT BREAKER IN PANEL- 11 ° EFC BOARD LP-5A X _ _ PLI-12 `' _ RED N I I S 13 ° H 120V L--------- , •---- ----- A �DR 14 ° GREY WIRE FROM ECONOMIZER LP-5 DAMPER RELAY 2, TERMINAL Cl. 39 FLOW SWITCH TO TERMINAL PL1 -12, - - - - - , INTERRUPT THE GREY WIRE & ' ' SPLICE THE COIL FOR THE L AUXILIARY CONTACT IN EXHAUST FAN. _ _ _ _ RANGE HOOD FIRE SUPPRESSION SYSTEM WHICH CLOSES ON ACTIVATION OF SYSTEM 16.5.25 16.5.21 PANEL LP-5 TO TRIP SHUNT TRIP SHUNT TRIP CIRCUIT BREAKER 15 RTU EXHAUST FAN CONTROL WIRING DIAGRAM 16 BREAKER WIRING DIAGRAM E12 NO SCALE E12 NO SCALE MAIN I NOTES: CONTROL.— _EXHAUST FAN PANEL I CONTROL PANEL A. POWER WIRING FOR CARRIER � � _ , RED --------------- CORP. UNIT 48DP ONLY. r ' VERIFY UNITS REQUIRING IFC ; POWER EXHAUST W/MECH I CONTRACTOR. B. ROUTE WIRING BETWEEN t EXHAUST & MAIN CONTROL , ' ' PANELS IN CONDUIT. I I 2 KEY I YEL 4 IFC - INDOOR FAN CONTACTOR Ir - - - - - 5 EXF EFC - EXHAUST FAN CONTACTOR I 6 EXF - EXHAUST FAN MOTOR ' !�_ _IBL0 - - - FIELD WIRING IFC I EFC CAP — - FACTORY WIRING I ° - TERMINAL • - SPLICE 16.5.24 16.1.20 SFR 2O RTU EXHAUST FAN POWER WIRING DIAGRAM 2, NOT USED E12 NO SCALE E13 NO SCALE 0 0 NOTE: A. PROVIDE FLUSH OUTLET BOX FOR EACH DEVICE 4 ELEVATION ROOM #200 E12 NO SCALE 0 a LP-2 LP-1 0 o o FIXTURE BY OWNER SECURITY SYSTEM ANNUNCIATOR PROVIDE 4" SO BACKBOX W/SINGLE GANG MUDRING SECURITY SYSTEM ALARM SWITCH (MANUAL) PAGING SYSTEM AMPLIFIER OUTPUT CABLE J-BOX DOOR STRIKE RELEASE PUSH- BUTTON, ROUTE A 1/211C 2-914 TO DOOR STRIKE SOLENOID IN ROOM 103 DOUBLE DUPLEX RECEPTACLE TELEPHONE 4' X 4' PLYWOOD BACKBOARDS CONCRETE PAD ELEVATION. ROOM #202 s E12 NO SCALE POCKET PAGER TEL OUTLET PAGING CABLE SPLICE BOX �48"W X 60"H X 18" FREE STANDING SHELFS BY OWNER OR (IN OPEN POSITION) BASE STATION MOTOROLA SECURITY SYSTEM PRINTER 48" LONG MULTI -OUTLET ASSEMBLY W/RECEPTACLES 6" OC FIRE & SECURITY CABINET 3/4"C TO SPRINKLER FLOW SWITCH. FOR FIRE ALARM CABLES _ _ 6" X 6" X 48" WIREWAY — EMS I 1 1 — — EMS MODEM (- MODEM RECEPTACLE 1 �- ❑-� MODEM TELEPHONE OUTLE r 12" X 12" SHELF ❑ ❑ ❑ ❑ ❑ _ ❑ 1 EMS POWER J-BOX I PAGING AMPS SECURITY TELEPHONE OUTLETS DUPLEX RECEPTACLES FOR SECURITY - SECURITY TELEPHONE OUTLET DUPLEX RECEPTACLES FO SECURITY 9 ELEVATION ROOM #216 PLYWOOD WALL E12 NO SCALE MOUNT 4" X 4" J-BOX MOUNT 4" SO J-BOX ABOVE CEILING ABOVE CEILING 1 /2" EMPTY CONDUIT CEILING -ROUTE CONDUIT INTO HOLLOW METAL DOOR FRAME 6" FROM LATCH SIDE OF DOOR SECURITY DEVICES AND CABLE 29 16.3.5 SECTION AT INTERIOR 13 DOOR SECURITY DEVICE E12 NO SCALE SMOKE DETECTOR ----------- SEE t DETECTOR'CONNECT TO SHEET 120V ' COIL ' POWER TERMINALS DETECTOR E6 t I I I RD / I WT Cl r ' CONTROL WIRING - - - -{� Y�y SHUTDOWN BY OTHERS � , t t �BL t C1 t , t t ' ALARM I I� I C2ff t I 1 I 1 ' C2 ' - - SPARES- - 16.5.9 17 DUCT SMOKE DETECTOR WIRING DIAGRAM NO SCALE 16.5.15 22 NOT USED E13 NO SCALE 16.3.6SECTION AT EXTERIOR 14 DOOR SECURITY DEVICE E12 J NO SCALE 1C C �•1 I"�I". NO SCALE INSTALL J-BOX 6" FROM DOOR JAMB WITHIN HOLLOW METAL DOOR FRAME. COVER BOX TO PREVENT THE ENTRANCE OF MORTAR. SECURITY DEVICES AND CABLE 29 INTAKE NORMALLY CLOSED EXHAUST NORMALLY CLOSED APPROVED FOR PERMITTING: O AS NOTED ON PLANS O WITH ATTACH IM,�N7;� O WITHOUT ,gTT,4CHMCNTS BY a C� Q u r � r �m � 8 x I C-L oC 60�1, Li 0 �j W M X M 00 zo cn Q o000 wo00 Z UJIX o N ~ W to �dd'o cn Q_ z 7 v Q Q J Q IhmA 0 M Ln T 0) 0 � U Y 0 Q W O �. l � CDm W U � O r m 0) T � rn r Ir 0 0 a o c� C) C) r C�{V v' vri I— a T z S (w V � Wo �0ca V� Q V Q f �" W VJOC� •� Z. o c/ 0 2 CC Qw� >F- z w c/) I >. 0 J W I c\j T W SATELLITE DISH MAST SECURE THREADED ROD w/ SELF IFL CABLE Q TO AEU - HOLDING CHANNEL NUT SECURE CHANNEL AT EACH END UNISTRUT TO TOP CHORD OF BAR JOIST (j (j AT PANEL POINT WITH CHANNEL SECURE CHANNEL AT EACH END TO CLIP & SET SCREW. TYP OF 4, TOP CHORD OF BAR JOIST AT PANEL POINT W/ CHANNEL CLIP E13 AND SET SCREW WEATHERPROOF J-BOX 12" MINIMUM i •6 CU. BARE CU. SEE ARCH FOR FLASHNG _ 1/2"\ THREADED ROD I ROOF VERIFY WEIGHT OF TRANSFORME BAR JOIST - „Q • CU. B U. TO BLDG. STRUCT. STEEL MEMBER 1-1 /2 X 1-1 /2 X 12 GA STEEL — VIBRATION ISOLATORS (SEE SPEC Sl�4"MAXIMUM III ,� -" •6 CU. TFiW-1/2" C CHANNEL WITH 1 /2"\ HOLES —� I� TO SERVICE ENTRANCE ON 1 1 /2" CENTERS 1 /2" DIA. BUSHED HOLE I GROUND CHANNEL PIPE STRAP SIZE SUPPORT L 3-1/2" X 2-1/2" X 1/4" 06 CU. BARE CU. AS REQUIRED - �- - - - - - - - - - - - - • GROUND CONDUCTOR ATTACH THREADED RODS TO TRANSFORMER WALL MOUNTING BRACKET - DRILL 1 "HOLE & INSTALL CHANNEL w/SELF HOLDING GROMMET FOR IFL CABLE CHANNEL NUTS AND DOUBLE10 NUTS AND WASHERS NOTES: 2-1/2" X 1/4" BAND IRON, CONN TUBE COLUMN SEE STRUC TO -A MIN OF 3 STUDS W/ CEILING A. MOUNT ASSEMBLY AS HIGH AS 12-14 TEKS/2 SELF DRILLING i BAR JOIST POSSIBLE. DO NOT INTERFERE FASTENERS. W/WORK OF OTHER TRADES, BLOCK 16.1.17 SF CONDUITS 16.1.17 SF AIR DISTRIBUTION OR FIRE 16.1.19 SF PROTECTION OUTLETS OR LIGHT FINISHED FLOOR 1 /2" DIA. BUSHED HOLE CONDUIT HANGER PLAN DETAIL 3 CONDUIT HANGER SECTION FIXTURES. le4WALL MOUNTED TRANSFORMER DETAIL 6 IT/E13 NO SCALE E13 NO SCALE B. DO NOT EXCEED 100 LBS Eta NO SCALE m COLUMN BASE PLATE -� �- ALL(TYP)CADWELD CONNECTIONS PER POINT LOAD. uj w w FOOTING 20'-0" COPPER CLAD GROUND ROD DRIVE SO THAT TOP OF ROD IS 24" BOLOw NOTES *--PROVIDE A GALVANIZED STEEL FINISHED GRADE. SUN SHIELD OVER TEMP A. MOUNT TRAPEZE ASSEMBLY AS HIGH SENSOR - 1 SATELLITE DISH POWER & SYSTEMS DETAIL AS POSSIBLE. DO NOT INTERFERE 0 W/WORK OF OTHER TRADES, BLOCK ADAPTIVE CONTROLLER E13 NO SCALE AIR DISTRIBUTION OR FIRE LIQUIDTIGHT FLEXIBLE CONDUIT _ TEMPERATURE SENSOR o �►',�s ', PROTECTION OUTLETS OR LIGHT iD IzN-"�C z= FIXTURES. 3-5/8" METAL STUDS W) INSTALL PHOTOCELL WITH SECURE THREADED ROD WITH E 13 I TYPE FD BOX WITH WEATHER- APERTURE FACING NORTH O �� 00 SELF HOLDING CHANNEL NUT, I B. HANG FROM TOP CHORD PANEL PROOF COVERPLATE AND DEVICE ROOF-y d =(L <v SIZE AS REQUIRED POINT OF BAR JOIST. DO NOT WEATHERPROOF DOUBLE GANG -------------------------- EXCEED 100 LBS PER POINT LOAD, 5/8 GYP BD BOX * �P I o a 1-1 /4" RIGID STEEL CONDUIT MAST I SECURE CHANNEL AT EACH END =' - - - - - - - - - - FLASHING & 2" STEEL SLEEVE _ + � CONTINUOUS THREADED ROD TO TOP CHORD OF BAR JOIST SEE ARCH -3/8"\ MINIMUM, SIZE AS I AT PANEL POINT W/CHANNEL ►-''� REQUIRED CLIP AND SET SCREW m 0 RIGID GALV STEEL CONDUIT-+ - - - - - - - - - -_±_ 4" X 4" X 5/16" ANGLE BETWEEN w o ROOF MEMBERS. SECURELY FASTEN v w M STUB (GYP) TO ROOF SUPPORT MEMBERS. z O oho RIGID GALV STEEL COUPLIN a 00 •`. , • FLUSH WITH FLOOR (TYP) ,` : :• ; : `,� MOUNT FLUOR FIXTURE IN COVE w N 1-1/2" X 1-1/2" X 12 GA STEEL �`. ; `' •' .' �� , �,. U-BOLT THRU ANGLE 36 0 I CHANNEL WITH 1/2"\ BOLT ••� • ` PVC COATED RIGID GAL '. . PROVIDE AND INSTALL LENS ANO �_ ►- .2 HOLES ON 1-1/2" CENTERS STEEL CONDUIT (TYP) ` ` ' ` CLIPS V .. I ------- L atS< c) L L-iU) 0- CHANNEL PIPE STRAP SIZE CONDUIT AS REQUIRED J-BOX z " AS REQUIRED 0 16.1.20 SFR 16.1.20 SF 16.1.21 16.2.5 16.2.7 NGC 0 a 5 HANGING LOAD SUPPORT SECTION s HANGING LOAD SUPPORT DETAIL 7 CONDUIT STUBS AND DEVICE BOX DETAIL e DROP CEILING AT FOOD SERVICE SECTION 9 PHOTOCELL & TEMP SENSOR MTD DETAIL E13 NO SCALE E13 NO SCALE E13 NO SCALE Eta 1-1 /Z" =1'-0" Et3 NO SCALE a ANTENNA VERIFY MOUNTING DRILL 3/4" HOLE & INSTALL J-BOX WITH UTILITY BOX O REQUIREMENTS w/MFR 4" X 4" J-BOX FOR TELEPHONE COVER w/ 1 /2" KO 6" MINIMUM CABLES CEILING J-BOX MTD TO ROOF SECURE 1 /2" FLEXIBLE CONDUIT WEATHERHEAD 4 X 4 J-BOX FRAMING MEMBER J-BOX 14'-6" AFF TO VALANCE SUPPORT W/NYLON CEILING ' DRILL 7/8" HOLE & INSTALL TIE WRAPS 4" X 4" J-BOX FOR THERMOSTAT WIRING 1-1 /4" RIGID STEEL CONDUIT 1/2" FLEXIBLE CONDUIT MAST , KELLEMS CORD SUPPORT 0 VERIFY DIMENSION FLASHING & 2" STEEL SLEEVE ; HOLLOW SO STEEL COLUMN AND LOCATION CONCEAL CONDUIT IN WALL O E 13 SEE ARCH ' DRILL 7/8" HOLE & INSTALL . FURRING GROMMET FOR RTU THERMOSTA1 - ON COLUMNS SHOWN ON DWGS. ROOF FRAMING MEMBER PROVIDE A SHALLOW "WIREMOLD" TYPE MOUNTING BOX FOR RTU SINGLE LAMP FLUOR FIXTURE. ROOF MEMBERS. SECURELY FASTEN 4" X 4" X 5/16" ANGLE BETWEEN THERMOSTAT. PAINT TO MATCH 25'-0" LONG, 12-3 SJO MOUNT TO 1" X 6" BLOCKING. , TO ROOF SUPPORT MEMBERS, COLUMN FINISH. CORD DRILL 3/4" HOLE & INSTALL SECURE 1/2" FLEX CONDUIT VALANCE O GROMMET FOR TELEPHONE 0 TO SUPPORT BRACKET WITH U-BOLT THRU ANGLE 0 OUTLET. VERIFY LOCATION WITH NYLON TIE WRAP 1 "C MT TO AMPLIFIER t OWNER, KELLEMS CORD SUPPORT MOUNT LUMINAIRE TO 1" X 6" IN ROOM •1 1 8A FDA1 TYPE CAST ALUM BOX BLOCKING IN VALANCE W/STAINLESS STEEL COVER- VALANCE 19 J-BOX PLATE & NEMA 5-20R-GRAY NEMA 5-20R DUPLEX RECEPTACLE. RECEPTACLE 16.1,4 16.1,22 FLOOR 16.1.18 16.2.2 10 TV —FM ANTENNA MOUNTING DETAIL 11 COLUMN OUTLET DETAIL 12 PRICE MARKING CORD DROP DETAIL 16.2.4 14SECTION AT INFIELD DISPLAY WALL VALANCE 13 NO SCALE (PROVIDE GROUNDING SIMILIAR NO SCALE E13 NO SCALE 13 SECTION AT T—WALL WALL VALANCE E13 1-12"=1'-0° TO SATELITTE DISH GROUNDING. E13 SEE DETAIL ABOVE.) NOTE: VERIFY LOCATIONS OF ALL COLUMN MOUNTED DEVICES WITH OWNERS SITE NO SCALE REPRESENTATIVE TO AVOID ANY ACCESSIBILITY CONFLICTS. FLEX CONDUIT BETWEEN LUMINAIRES . ..... .. ... LUMINAIRES .. .. ... :. .. .... :. ..: ..: . . o :.. S K N ' .. ... .k. i :X:, N W D i 0 EXPANSION JOINT _ C) Cn 0 Q U Y O cLoo ..... ..............................:............... .. LUMINAIRES Q o W . W o 0 24'-0" 2" 16.2.3 16.1,30 15 VALANCE LIGHT INSTALLATION DETAIL 76NOT USED 14 NOT USED I NO SCALE E13 NO SCALE Eta NO SCALE o T z Eta a o � N RODS, FOUR REOU I RED 3/4" CONDUIT 1" CMT Co L PhK)nE $MEL � PRIMARY SEE NOTE 1--SECONDARY —� POWER suPPi- Box.�wSDE f � � 14LwORK) JUNCTION BOXES FASTENED TO OVERHEAD CRO FRA W SYSTEM STATIONARY CHECKOUT COUNTE END VIEW W DRY TYPE oz AKVAOMAXRIMUM) PHONE SHELF WITH °xEs T CONDUITS TO COUNTER W 0 a (112.5 COUNTER COUNTER 2 ~ POWER SUPPL ! 0BOx.SEC� � � FASTENRUO FOUNT �0 COUNTER. JUMCTM)N BOXES �.r� r U 7U _-- — TEE CONDU IT U FLEXIBLE CONDUIT MAX. LENGTH-18 ' BACK VIEW -- TWO PIECE CONDUIT STRAP CHECKOUT POWER SUPPLY, �'t� [� j -- CAP CONDUIT --�� o Y Lu I R ! EW I NU• 24 BOX MOUNTINGBe. NO SCALE ❑ AS NOTED ON U)U) ❑ WITH ATTAOHi'=•EiTS [� ❑ WITHOUT AT`�CsV:ENTS z Q Date 21:—A104 � 1'' THICK LAMINATED CORK BY < AND NEOPRENE VIBRATION �"�• r �-+-, INSULATING PAD. CLIP ANGLE BOLTED TO CHANNEL 1- �" X 1 - �" -12 GUAGE CHANNEL-12'' LONG 1 ---= C4 X 5.4 CHANNEL - OPEN UP _ xxxx x 0Q SUSPENDED TRANSFORMER INSTALLATION W J F a. NOTES: 1. MAINTAIN 12'' CLEARANCE BETWEEN TOP OF TRANSFORMER AND CEILING OR OTHER OBSTRUCTION. E13 I I 1XIx I 1XI 2. 12'' UPRIGHT CHANNEL NOT REQUIRED IF CONDUIT W CAN BE ATTACHED TO WALLS WITHOUT FLEXIBLE Fz CONDUIT LENGTH EXCEEDING 18" . {I-�-------- - X o v 1/1 MOUNT 4" SO BOX IN CASEWORK W/NEMA •5-20R MOUNT 4" SQ. BOX IN CASE GRAY DUPLEX RECEPTACLE WORK W/NEMA 5-20R GRAY RCPT (j FOR CONVENIENCE POWER & NEMA FOR CONVENIENCE POWER ROUTE 1/2" FLEX CONDUIT I L11 J 1 & NEMA • CONVENIENCE IVORY DUPLEX 5-20R IVORY DUPLEX RCPT FOR t 1 RECEPTACLE FOR EPOS EPOS POWER. PROVIDE CONTINUOUS, TO STORE FIXTURE DEVICES POWER. PROVIDE CONTINUOUS GREEN GROUND FROM PANELBOARD GREEN GROUND CONDUCTOR GROUND BUS TO EPOS RECEPTACLE. FROM PANEL GROUND BUS INSTALL 4" SO X 1-1/2" INSTALL J-BOX OvR ER X 11/2"DEEP FLOOR BOX INSTALL 4"SQ x 11/2"DEEP n TO EPOS RECEPTACLE DEEP JUNCTION BOX OVER ro FLEX CONDUIT DUCT INSERT. SECURE WITH J-BOX. SECURE TO UNDER FLOOR CHASE NIPPLE. BOX CABLES OR COAX BY ROUTE 1/2" FLEX CONDUIT d ROUTE FROM BOX TO BOX TO STORE FIXTURE DEVICES OWNER INSTALL 1"\ CHASE NIPPLE / 1/2" CONDUIT NIPPLES. 4SQ X 11/2DEEP WITH 1/2" FLEXIBLE CONDUIT W/INSULATING BUSHING PROVIDE BRASS COVERPLATE - ,� INSTALL IN DUCT INSERT WITH THREADED OPENING CABLES OR COAX BY OWNER J-BOX. SECURE TO UNDER FLOOR CASEWORK BASE PROVIDE BRASS COVERPLATE ------------------ J BOX WITH CHASE NIPPLE SECURE J-BOX W/ HAS NIPPLE _ - - - - _ - _ • UDERFOOR BO PROVIDE BRA X V FULLY ADJUSTABLE, CAST r---------ii- ---� W/(2) 1 /2" CONDUIT NIPPLE X. WATERTIGHT, I 2"r _j�__--- -_- NLIRON TWO GANG, i u CASH REGISTER/CONY POWER CONDUIT. _ - i \ COMMUNICATIONS CONDUIT SINGLE GANG CAST IRON ' ' " 1 _ _ _ - _ _ _ _ -"- - - L _ _ _ _ _ _ DUCT INSERT w/1"\ THREADED FLOOR BOX J ' _ COMMUNICATIONS CONDUIT OPENING L - - - - - - - - - I L - - - - - - < r ADJUSTABLE, CAST IRON, DUCT INSERT TWO GANG,FLOOR BOX UNDERFLOOR DUCT POWER CONDUIT 16.1.1 16.1.2 UNDERFLOOR DUCT 16.1.3 16.1.4 16.1.5 FLOOR OUTLET TYPE 'A' 2 FLOOR DUCT OUTLET TYPE 'B' 3 FLOOR DUCT OUTLET TYPE 'C' 4 FLOOR OUTLET TYPE 'D' 5 FLOOR OUTLET TYPE 'E' E14 E14 E14 E14 E14 o $ NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE wW TELEPHONE CABLE CONVENIENCE POWER 1/2" FLEX CONDUIT FOR TO NEXT POW NEMA •5-20R GRAY COLORED , POLE/TELE J-BOX (TYPICAL OF 5R/COMM DUPLEX RECEPTACLE FOR CONVENIENCE POWER BUILDING COLUMN Q zz POLE SUPPORT CLAMP ' yq POWER TO EPOS SYSTEM �. 4" SO POWER J-BOX W/CONVERSION Q ��?� - Via MODULE FOR FLEX WIRING SYSTEM c)m z NEMA •5-20R, IVORY COLORED ' ' ' 12" x 12" x 4" TELEPHONE �d & �,,I DUPLEX RECEPTACLE FOR EPOS DUCTS & DUCT SUPPORTS BY POWER. PROVIDE CONTINUOUS J-BOX W/HINGED COVER DIV 16 FACTORY INSTALLED RECEPTACLES \ = GREEN GROUND CONDUCTOR FROM PANEL GROUND BUS TO EPOS �� FLEX WIRING SYSTEM CABLE SET�6 WWF IF REQUIRED POWER POLE RECEPTACLE. ' POWER TO NEXT POWER/COMM POLE 3/8" ALL THREAD TO BLDG -COMMUNICATION CABLES BY � '�� CONDUCTORS STRUCTURE FOR SUPPORT OWNER ' SUSPENDED CEILING SYSTEM 2" SELF TAPPING SCREWS 00 - _ - - _ - PROVIDE BRASS COVERPLATE 4" SO J-BOX w/EXTENSION SADDLE STRAP ~ 0 RING, MOUNT TO T-BAR W/CLIP. . W o FLEXIBLE WIRING SYSTEM CABLE _ _ _ _ _ _ _ _ _ _ _ _ _ CONNECT 1/2 FLEX C FOR TEL ANCHOR SUPPORTS TO LEVELING i GONDOLA OR DISPLAY FIXTURE z o 00 UNDERFLOOR BOX. WATERTIGHT, NOTE & EPOS O TO J-BOX EXTENSION PAD TO PREVENT DUCTS FROM - - - 00 SET � TO J-BOX MOUNTED ON _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FULLY ADJUSTABLE, CAST IRON, A. DO NOT INSTALL POWER POLE RING AS PART OF POLE ASSEMBLY. FLOATING ANCHOR SADDLE STRAP TO Z Q co BLDG COLUMN r / i ;; , THREE GANG. ASSEMBLY UNLESS OTHERWIS I ® ® FIXTURE WITH MACHINE SCREWS W 0 ' / / (TYP OF 5) DIRECTED Z w N 000 ° o° 0000°o I cv POWER/COMM POL Ii ° o00 °o 0 0 ° 00�°000 ( CABLE CONNECTOR '3 ►- w � BASE FILL I 1/ 2" FLEXIBLE CONDUIT TO � - � RECEPTACLES (TYPICAL OF 4> ,� Q a v _ _ _ _ _ _ _ ui _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ z ' ` �—COMMUNICATIONS CONDUIT l\ _ - � *----INSTALL FICADDITIONAL z o 7d' � TELEPHONE CABLED j� CASH REGISTER/CONVENIENCE FLEXIBLE WIRING SYSTEM CABLE 16.1.6 POWER CONDUIT 16.1.14 EPOS CABLE 34 16.1.10 16.1.15 WIRING IS REQUIRED 0 Q SET TO NEXT POWER/COMM POL AS REQUIRED s FLOOR OUTLET TYPE 'F' f7N CHRISTMAS RETURN POWER/COMM POLE a UNDERFLOOR DUCT SECTION s POWER POLE CONNECTIONS/ANCHOR E14 NO SCALE Eta NO SCALE Eta NO SCALE E,a NO SCALE CEILING TRIM PLATE/T-BAR CLAMP r a CEILING SYSTEM T-BARS FOR 2'X4' TILES POWER/COMMUNICATION POLE NO ADDITIONAL WIRING RE9 i i i ° PREWIRED RCPT (TYP OF 4) i i i POLE TO BE MOUNTED ON i ;< STORE FIXTURE OR FLOOR AS REQUIRED. SEE OWNERS DWGS FOR QUANTITIES AND LOCATIONS. TRANSFORMER i OWER SWITCH & BREAKER w/ 5AMP FUSE 16.1.13 16. 16. 16. 16. ,o TYP POWER /COMM POLE INSTALLATION 11 NOT USED 12 NOT USED 73NOT USED 14 TRANSFORMER BOX E14 E14 E14 E14 1,2 =V-0" NO SCALE E14 NO SCALE NO SCALE NO SCALE NEON TUBE SUPPORT NEON TUBE 4 5 4 1 /2" 1 /2" 3/4" 2 1 /4" E14 - ELECTRODE INSULATOR 0 ' -- NEON TUBE - NEON TUBE ,' ; Cn w NEON TUBE SUPPORT ,' j oO o 00 ELECTRODE INSULATOR ~ \ NEON TUBE � ,_ m n PLASTIC MOUNTING STAND SPACED I ` - - - - - ELECTRODE INSULATOR -- - - - - Q m � O NO MORE THAN 18" OC SECURE ( W r TO FIXTURE W/ 1/2" X 8 HEX < _ 0) SCREWS J-BOX GTO LINE c o v GTO LINE (WHITE) E14 16, 16. GTo LINE 16. EXPLODED AXONOMETRIC OF NEON d f'017"N NOT USED 1s MOUNTING STAND DETAIL 17 NEON TO NEON CONNECTION 1a WIRE TO NEON TUBE TERMINATOR 19 TUBE TO GTO LINE o TI Eta NO SCALE Eta NO SCALE Eta NO SCALE Eta NO SCALE Eta NO SCALE cr a- _ a 0 0 N o Qd- PROVIDE CLOSURE PLATES yy U Lo FOR ALL UNUSED OPENINGS 0 T PROVIDE END CAP & MARKER JUNCTION SCREWS ON END OF DUCTS, BOX TYPICAL. E14 STANDARD SIZE DUCT TYPICAL APPROVED FOR PERMITTING. W EXTRA WIDTH SIZE DUCT, JUNCTION TYPICAL ❑ AS NOTED ON PLANS o Z BOX SCREWS ONEND END OF DARTER ❑ WITH ATTACHMENTSS PROVIDE Lv 0 TYPICAL. ❑ WITHOUT ATTACHMENTS o J < 2" CONDUIT, ROUTE UP B DDtP TO PANELBOARD. O a �— 90- VERTICAL ELBOW. U r ^ PROVIDE DUCT ACCESS COVER ~ -" v J ~ IN CONTROL RM. COVER TO BE MADE BY STUFFING OPEN END W/FG INSULATION AND RX POURING NON -HARDENING PLIABLE 16.1.9 (REUSABLE) PLASTIC TO FILL zo NOT USED 2, NOT USED NOT USED r� UNDERFLOOR DUCT END & YET ALLOW FUTURE ACCESS. E14 NO SCALE E14 NO SCALE E14 NO SCALE Eta NO SCALE 0 O 0 < LL 0 . a. W U) rr F� W D U W < �x .J W W L W J H H SECTION ELEVATION PLAN CASH WRAP '9) NO SCALE DUPLEX CONVENIENCE & EPOS RECEPTACLE EPOS OUTLET & DATA CABLE 34 TELEPHONE & CABLE® TYPE 'B' AND 'C' FLOOR OUTLETS U DUPLEX CONVENIENCE & EPOS RECEPTACLE MOUNT TO BACK OF FIXTURE EPOS OUTLET DATA CABLE 34 TELEPHONE &O CABLE ROUTE WIRING FROM FLOOR BOX TO OUTLET IN 1/2" FLEX CONDUIT, ATTACH TO FIXTURE TYPE 'B' AND 'C' FLOOR OUTLETS TYPE 'B' AND 'C' FLOOR OUTLETS POWER POLE 26 ROUTE WIRING IN 1/2" FLEXIBLE CONDUIT. BETWEEN POWER POLE AND RECEPTACLE, CONCEAL WITHIN STORE FIXTURE, PROVIDE DUPLEX RECEPTACLES AND COVER PLATES 0 PER NOTE: INSTALLOF FLDUOSH) IN MOUNT WITH BOTTOM OF ALL GONDOLA BACK PANEL COVERPLATE V ABOVE GONDOLA BASE PROVIDE TWO TV ANTENNA JACKS IN COVERPLATE (PER 8' OF GONDOLA) AND INSTALL FLUSH IN GONDOLA BACK PANEL. PROVIDE TWO TV ANTENNA JACKS IN COVERPLATE (PER 8' OF GONDOLA) AND INSTALL FLUSH IN GONDOLA BACK PANEL. ROUTE WIRING IN 1/2" FLEXIBLE CONDUIT. BETWEEN FLOOR BOX AND RECEPTACLE, Li CONCEAL WITHIN STORE FIXTURE. ROVIDE DUPLEX RECEPTACLES AND COVER PLATES (1 PER 8' OF GONDOLA) INSTALL FLUSH IN GONDOLA BACK PANEL TYPICAL ELECTRONICS GONDOLA ANTENNA JACK & RECPT WIRING ° NO SCALE POWER POL 26 O E14 FLUORESCENT LIGHTS INTERCONNECT LIGHTS co Q ROUTE WIRING FROM POWER POLE TO FIXTURE IN 1/2" FLEXIBLE METAL CONDUIT. SECURE CONDUIT TO HORIZONTAL VALANCE SUPPORT. GREETING CARDS FIXTURE DETAIL FLUORESCENT FIXTURE FACTORY INSTALLED (2)EPOS RECEPTACLES, AND PREWIRED I FASTEN OUTLET TO DISPLAY CASE � CHECKOUT MILLWORK WIREWAY WITH DUPLEX RECEPTACLE FACTORY INSTALLED. ROUTE LOCATION OF KEYBOARD, INTERCONNECTING WIRING PRINTER, & DISPLAY BETWEEN RECEPTACLES IN 1/2" FLEX CONDUIT & MAKE CONNECTION IN DISPLAY BASE. 20 ROUTE WIRING FROM FLOOR BOX TO WIRE - FINAL CORD & PLUG WAY IN 1/2" FLEXIBLE CONNECTION BY OTHER CONDUIT CONCEALED IN 1 FIXTURE BASE AT LOCATION SHOWN, INTERCONNECT ABUTTING DISPLAY CASES THROUGH WIREWAY SECTION \,—TYPE 'B' FLOOR�j OUTLET FLUORESCENT FIXTURE. KEYBOARD LOCATION 20 FINAL CORD & PLUG CONNECTION BY OTHERS WIREWAY 20 -- r-- --- --- SIMILAR TO TYPE 'C'OO ; ' TYPE B' FLOOR 1� FLOOR OUTLET, WITH FLUSH OUTLET SINGLE PLEX RECEPTACLE 3 SECTION 2 2 E14 JEWELRY & E14 SUNGLASSES DISPLAY 3 ELECTRONICS SHOWCASE NO SCALE E15 NO SCALE POWER POL K O E14 FOURPLEX RECEPTACLE NOT ON EMS CONTROLLED CIRCUIT FLUORESCENT LIGH 2 FULL ARBOR GREEN PLANTS SECTION NO SCALE t 1 , �14 1 , POWER POLE O FLUORESCENT LIGHT 20 POWER POLE 26 a � 34 00 Y 00 EPOS RECEPTACLE, FASTEN OUTLET TO CHECKOUT MILLWORK ° HOLE DRILLED THROUGH FIXTURE FOR CORD/PLUG CONNECTION TO OUTLET -END ELEVATION/SECTION FRONT LANE 1 CHECKOUT ELECTRICAL 11� NO SCALE � 1 1 � ROUTE WIRING BETWEEN POWER POLE AND RECEPTACLES IN 1/2" FLEXIBLE CONDUIT, CONCEALED WITHIN STORE FIXTURE. TYPICAL SALES FLOOR GONDOLA NO SCALE DUPLEX RCPT MOUNTED WITH COVERPLATE ABOVE GONDOLA BASE a (FOR LAMP GONDOLA, PROVIDE DOUBLE DUPLEX) r? r ' � 1 ' E14 POWER POLB26 O P2 35 PLUGGED INTO POWER POLE. TOYS LEARNING AIDS SECTION ,Q NO SCALE EPOS DATA OUTLET 34 ROUTE WIRING IN 1/2" FLEX CONDUIT FROM AFTERSET INSERT TO OUTLET BOX & MAKE CONNECTIONS TELEPHONE OUTLETS EPOS RECEPTACLE & 120V CONVENIENCE OUTLET. FASTEN OUTLET TO CHECKOUT MILLWORK. TYPE 'B' FLOOR OUTLElO SIDE ELEVATION/SECTION TELEPHONE & EPOS DATA�� CABLE BY OTHERS �/ TYPE 'C' FLOOR OUTLET POWER & COMMUNICATIONS UNDERFLOOR DUCT PLAN TYPE 'B' FLOOR OUTLET<3> M 1 35 II WALL BOX M w ! I M1 35 ROUTE WIRING IN -- 1/2" FLEXIBLE CONDUIT CONCEALED, 10 -TV WALL. E1� NO SCA' SECTION FLUORESCENT LIGHT ROUTE WIRING IN 1/2" FLEX CONDUIT CONCEALED IN STORE FIXTURE, BETWEEN FLOOR OUTLET & LIGHTS TYPE 'D' FLOOR OUTLET O 1 FLUORESCENT LIGHTQ CONCEAL WIRING BETWEEN FLOOR AND LIGHTING E 14 ELEVATION TYPE 'C' FLOOR OUTLET O COSMETIC GONDOLA �D NO SCALE r`� 1 E14 O POWER POL 4D E14 . - r m 1 k W w e--- Q a i c� 0- �M W O (juWM l� 5 T o cn Q W } m m c ao m Lo SEASONAL RETURNS AND T— CHRISTMAS TREE DISPL4& � _1 O NOTES v A. PROVIDE ALL ELECTRONICS SIDE OF GONDOLAS INSIDE OF ELECTRONICS AREA WITH RCPT AND/OR TV ANTENNA JACKS AS SHOWN. SEE DETAIL EtS B. • LOCATION OF RECEPTACLE & DUPLEX ANTENNA OUTLET C. 0 LOCATION OF RECEPTACLE ONLY, NO GREETING CARD ANTENNA OUTLET FIXTURE SECTIONS �14ELECTRONICS AREA DETAIL NO SCALE E15 /8„ =1 ,-0„ 8 Cc a �T o u O N PERMITI ��G. 0APPROVED FOR9 T (3 AS NOTED ON PLANS jQ WITH ATTACHE+SENT ❑ WIT UT ATTACHT �lTS i°� Date By W op Z Lij 0 E w � � ►- LEGEND cnrr ^^ � V SERVICE REQUIRED AT POWER POLE/FLOOR OUTLET-4 1 120V CONVENIENCE POWER --� 120V CONVENIENCE POWER & ANTENNA 120V CONVENIENCE POWER, 120V EPOS POWER, EPOS DATA AND TELEPHONE. OWNER PROVIDED EQUIPMENT ® STORE FIXTURE/GONDOLA L.L�• ® POWER POLE 0 _ ® TELEPHONE SYSTEM 0 � ® EPOS SYSTEM Q PLUGMOLD STRIP OR TV-TRAC REFER TO H SCHEDULE FOR TYPE & SERVICE REQUIRED cc GENERAL NOTES r � rr V ) A PROVIDE AMPLE WHIP LENGTH TO ALLOW FEES INSTALLATION AND REMOVAL OF STORE Fix L� j W PLUGMOLD/TV TRAC SCHEDULE�s —< x TYPE DESCRIPTION CONNECTION OUTLETS ,11 12' OC w L� ,..,aL.. i P2 PLUGMOLD CORD & PILL- . M1 MIROFLECTOR 120V & ATENNA 5 TV-TRAC 48" I .11