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HomeMy WebLinkAboutSLAB2003-02190 COPY CORNER 2307 TEXAS AVE S ACITY OF COLLEGE STATION WORK REQUEST PAGE 1 REQ/JOB: WF0444033 / 001 PROJECT: REQUEST DATE: 8/07/PRINT 03 CREW: PRINT TIME: 13:54:46 SCHEDULE DATES LOCATION: 2307 TEXAS AVE S START: 8/07/03 99999 COMPLETION: 8/07/03 GEN. LOC: COLLEGE STATION LOC ID: 126962 REF NBR: REQ DEPT: DE -BUILDING INSPECTION PRIORITY: NORMAL REQUESTOR: PREMIER BUILDERS ORIGIN: CUSTOMER -WALK IN USER ID: MALFORD AUTH: MALFORD WORK TYPE: ROUTINE TEMP POLE PASSED TEMP POLE PASSED Category code CS -CUSTOMER SERVICES CSCS Task code: SET UP NEW UTILITY ACCT SET Facility ID Assigned Department: OT-CUSTOMER SERVICE 1 r� 1 P 11 I (n I. 1 N _Standard Abbreviations A/C AIR CONDITIONING ACOUS, ACOUSTICAL ADJ. ADJUSTABLE AFF ABOVE FINISH FLOOR ( SLAB) AMP. AM EIRES AUX. AUXILIARY BOTT. BOTTOM BLDG. BUILDING G.O. GLEAN OUT T v. BD HT. HVAC ID INSUL. KW LAM. MANUF. MEGH. MED. MECH.. MIN. MM. MTL Ms O.G. O.D. ART, PLUMB. PLYWD. PSF PSI PVC RD RECP. REF. REINF. REQ'D. RPM RTU SCH. 5HED SIM. SN SPEC. STD. ST STOR. SURV. SYS. TEMP. TTa d B T. VTR WWF :Y UNIT Index cf Drowincis Go\/ER PROJECT INFORMATION TEXAS ACCESSIBILITY STANDARDS GORY CORNER TI DETAILS CIVIL 2507 TEXAS AVENUE SOUTH; GI SURVEY 02 CONTROL JOINT PLAN COLLE6E STATION, TEXAS STRUCTURAL 51 FOUNDATION PLAN 52 FOUNDATION DETAILS ARCHITECTURAL Al ARCHITECTURAL SITE PLAN A2 ARCHITECTURAL FIRST FLOOR PLAN A5 ARCHITECTURAL SECOND FLOOR PLAN A5 EXTERIOR ELEVATION 7RCED PLASTIC MECHANICAL, ELECTRICAL d PLUMBING TOR PI PLUMBING 51TE PLAN # DETAILS P2 PLUMBING FLOOR PLAN b NOTES :.RRUPTER El ELECTRICAL SITE d FLOOR PLAN LATION, 6 A/C TURER SQUARE FOOT SQUARE INCH CHLORIDE PER MINUTE T 5WITCHED NEUTRAL SPECIFIED; SPECIFICATIONS STANDARD STEEL STORAGE SURVEILLANCE SYSTEM TEMPERED THICK TOP i ByOBOTTOMVE TIR- kAGl E551BILITY STANDARD VENT THROUGH ROOF WIDTH WTH WOOD WELD WIRE FABRIC SPECIFICATIONS 5PI SPECIFICATIONS 5P2 SPECIFICATIONS 5P3 SPECIFICATIONS 5P4 SPECIFICATIONS SP5 SPECIFICATIONS 5P(o SPECIFICATIONS SP7 SPECIFICATIONS SP8 SPECIFICATIONS 5P9 SPECIFICATIONS // SITE )% ` GOLLE6E STATION \ KEY MAC' COPY CORNED di , 1007 ". 1" . TEXAS A66IELANa BOOK STORE 9,11" So. PT. KOLOCHE ROLP'S 11500 SQ. PT. TOTAL OP 14,926 W. PT. OWNER: H40 INVESTMENT LP (g67q) 6MB-0640 DESI6N: PREMIER DESI6NS (561) '185-5055 CONTRACTOR: PREMIER BUILDERS, I NC . (9'161) 6615-'1'166 CIVIL EN6 I NEER : JOE SCHULTZ , P.M. (q'1q) &MO-'7m71 1 STRUCTURAL EN6INEER: R06LRS EN6INMMRIN6 (Mm7M) 660-6640 .I'I�I °i'I�rLJ.IJI>I' MEN 0 1 PR I NTED ..TUNE, 2003 4OONORETE 59 DWX _ TOOL -61HT 6' BALK TO SIMLATE axe--- ft. RADab TYR %, LANLKED Gw. J"Irr \ 16' 44 SMOOTH OONS. 2' O.L. PAVR151b SPE4 STEM. FEIIiORL$ENf M REBMi • W Or- EAXAY 16. W. 4 SMOOTH VON& 2410L. r3 Dow 4' IMfO 9LD. I Do"AL OUT or eLD6. Pan - OO NOT DR0.,L ) TYP. a' C.NLKM EXP. JORJf� I �. \ I r conPALTm evm /j coPrALT®�Ise�+ADe LL'M' E 4 AR A6 PER 6PE0IPVi1TION n BUILDING WALK DETAIL LWM FjxTLm P012 — PIEPER TO PLXTLM W4-Ep. MAID KOLA hV PWSH LOVM MIN, OP 4 ANLHOR BOLTS96• MIN.—� �EP'TH, 9/I�CO►dH. BY M�AN�AL�'TURER LOMPAOTED M SM00" POIOC 4- NO.6 VER. REIN'096RI6 BAIL 24' OIA. MR-GLTFWAL LONTRALTER — KaT SIM THE LONLFETE SULK THAT THE LONLRETE BASE Excag a POLE 94kw OMmiSION BY A MR6 OF 2' ON ALL SOW EU1SE PLATE HHWR TIES AT IY Ol.. B1' MI1141P'��AL�TIIf� REfillf�'B�IfS — 914')W-W GOPPGOVELO 2'-O' 6ROMV ROD BONDED TO PMAM AREA LIGHT POLE FOOTING DETAIL PIIIOUSI® AND R4TALLm SY ELPLTRIGALLISHT PIM. 142#lr N6 AR14 POLA AHLH7R EMT% WM ftk* H ALL OTHER MATPEA16 PYRIU61W AHD NSTALLEO MY OTHOM E4 N REDAR MAX. 2' E8 TOP OF WRB TIE TO PAVEMENT BAILS 9' OONi. M TYP. MONOLITHIC CONCRETE CURB u EO LONTRALTION JOINT` S. /S/4' OOhH. • 24' O.L. h1.4 3/4' fi»YIOOD H/ 'SMP' �' f8ABLIE W EXPANSION JOINT LAP STRIP.±!t 2'-1 _ EXPANSION SLIPTUBE A TTYP. EXPANSION JOINT - MAX 60' O.C.E.A. i• SEAL® WNTRALTiON METAL KEY NAY USE MMT. STAKES ONLY. BUTT JOINT J TYR. CONTROL JOINT -MAX 20' O.G. E.W. v LEGEND CONTROL JOINT EXPANSION JOINT TYP. 4' P/G 54—H. 40 5LEEVE TO EXTEND 12' BEOND CURB 4 12' BELOW 6RADE (TYP) BY PAVING CONTR. -- TO EXTEND 12' BEOND CURB 1 12, BELOW 6RA77E (7YPJ BY PAVING CONTR. NOTE: W GONG. = GONGRETE AT 3'000 P.S.I. w/ 05 BAR5 • 16' O. G. E. N. 6' GONG. CONCRETE AT 5.000 P.5.1. w/ 04 BAR5 E 16' 0.6.E.H. VVIL SITE PLAN Z40 A 2'-8" 3'-10" 3'-10" 150'-0" 4 S2 -- I I I I I I I I I K�l 17.1 or I I .':-4'-O- B&OW :'I I I I S2 3I I I I I I I I I I I I I I I I I I I ::.::;'::::::::..:1 I S2 I I 1 1 L------J L — — — — —J L — — — — — — — J L-------J L — — — — — — — J L---- t::::::::;:;::::::J L_J L-------J-------J L-------J L-------J L--------J I-------- r------------- I--------- I ---------I r----------------1 F----------------� r-------- r---------1 r--------I I II II II II II II II I II II II I I II II II II II II II I II II II I I II � II II II II II II IJ� II II II I I II ( II II II II II II I II II II I 11'-31 1 12'-1" 12'-8" 12'-8" 1 11'-4" 14'-0" I 12'-1" 12'-81" 13'-3!' 12'-10" 1 I II II II II II II II I II II II I L — — — — — — J L — — — — —JL-------JL-------JL-------JL------JL--------JL-------J -------JL-------J L-------J L-------J ------ I r---- --i r-------1 r----------i r----------i r-------,— — — — — — — — - -------1-------, r---------- r--------� r--------, I II II II II II II II I II II II I I II II II II II II II I II II II I I II II II II II II II 2 I� II II II I I II II II II 2 II II II S2 I II II II I I II II II II S2 II II II I II II II II II II /\ I L L------J L------� L-------J L--------IL --J L------J L--------JL--J -i------J L•--------J L--------1 r----- -•--i r-------I r--------� �----- --, r--------1 r---------- r-------- ---- ---� -------1 r---------7 r--------, 1/2 " BITUMINOUS I I I I I I I I I I I I I I I � OR OTHERAPPROI I I I I I II II II II II II II III I I I I I I I I I I I I I I I I Lp 6 I I EXPAN ON JOINT I I I I I I I I I I I I I I I I I I I I I I S2 1 1 RLLER W/ 1/2 I 1 I I I I I I I I I I I I I I I I I SEALANT I I I I I S2 I II II II II II II II I II II II I L------J L---- -J L - - - - - - - J L-------J L-------J L------J L--------J L-------J-------J L--------J L--------J L-------J r------1 r - - - - - --I r-------1 r•--------1 r•-------, r--------1 r---------- r-------1- - - - - - - - r---------- r--------•-I I II II II II II II II 11, II II II I I II II II II II II II I� II II II I I II � II II II II II II II II II II I I II II II II II II II I II II II I I II II II II II II II I II II II I I II II II II II II II I II II II I L------J L---- -J L--------LL•-------J L-------J L------J L--------J L-------J-------J L------- i L------- i L-------J r------1 r----- -, r-------1 r•---------I r•--------1 r--------1 r----------1 r-------1--------I r---------7 r---------- I r--------- I II II II II II II II I� II II II I I II II II II II II II I�t' II II II I I II � II II II II II II I II II II I I II - II II II II II II I II II II I I II II II II II II II I II II II I I II II II II II II II I II II II I L------J L---- -J L - - - - - - - J L-------J L-------J L------J L--------J L-------J-------J L--------J L--------J L-------J 1-------1 - — — — — --1 r--------1 r--------1 r----------------1 r--------- r------- 1-------i i--------1 1---------1 r-------- I II II II II II II II 1 II II II I I II II II II II II II I II II II II Sim II II II I II II II I I II II II II � II II II I II II II I I II II II II S2 II II II I II II II I L_—____J L____ _J l I I I I I I I I I I ____J L______—J L—__—__—J L—___--_J —.----J L-------J L---- --J L------J L — — — — — — — — J L--------- 22'-0" 76'-0" ��O �T 52'-0" A 150,-0" _ !• •� FOUNDATION PLAN THOMAS E. GESSNR 90967 • ROGERS ENGINEERING SERVICES 1712 SW PKWY SUrrE R105 1400 S. AUSTIN STREET P.O. BOX 10793 P.O. BOX 619 COLLEGE STATION, TEXAS 77840 BRENHAM, TEXAS 77833 PHONE' (979)6804040 PHONE (979)938.9855 w Z w Q Q N x� w I— Q w +, Z a V) O Q) >-- o') a_ a) 06 U U SCALE: 3/32"=1'-0" S1 I I it I I I 1 1 1'-0" 3" CLEAR SECTION ®12" O.C.E.W. #4@12- OCEW SEE PLAN BEND BARS DOWN T BEAM -MIN. 24" COMPACTED SELECT FILL -MOSTURE BARRIER TYP. o ELEVATOR PIT I C-C - 3 #6 TOP & BOTT. � #40'12" OCEW r#k PS 0 24" O.C. BEND BARS UP IN BEAM fO 2' SELECT FILL NOTE: SIDEWALKS AT FRONT, SIDES & REAR OF BLDG. TO BE DOWELED w/ #4x30" ®30" O.C. 2-#4 CORNER BARS T&B w/ MIN. 20" LAP AT ALL CORNERS 1'-0. 2 SECTION 3"MIN. 3 PLAN 012" O.C.E.W. . 24" COMPACTED SELECT FILL 3TURE BARRIER fro TOP & BOTT. TYP. STURRUPS 0 24" O.C. t 2- #5 BENT BARS T&B 2- #5 BENT BARS T&B 5 BEAM SECTION /," BITUMINOUS OR OTHER APPROVED EXPANSION JOINT FILLER W/'/2" SEALANT 10 M i4012" OCEW SELECT FILL #418" DOWELS 016" C-C SUP COVER ONE END �2" OCEW Lo nES 024" C-C to IIL POLY M 6 BEAM SECTION GENERAL FOUNDATION NOTES 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS AND SHALL HAVE AN APPROVED AIR ENTRAINMENT AGENT. FLY ASH MAY BE CONSIDERED AT THE DISCRETION OF THE ENGINEER IF AMBIENT TEMPERATURE AT THE TIME OF POUR ARE EXPECTED TO BE IN EXCESS OF 70 DEGRESS FAHRENHEIT. 2. ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE SLAB SHALL BE REINFORCED WITH #4 BARS 12 IN. OCEW IN ADDITION TO THE TOP BEAM OR CANTILEVER REINFORCEMENT SHOWN IN THE SECTIONS. 3. ALL BEAM DEPTHS ARE INDICATED ON THE BEAM DETAILS. EACH BEAM SHALL BE REINFORCED AS SHOWN ON THE BEAM DETAILS. 4. SUPPORT FOR THE BOTTOM BEAM REINFORCEMENT SHALL BE BY NO. 3 STIRRUPS AS INDICATED AND SPACED AT NOT MORE THAN 2 FEET ON CENTER. 5. ALL SLAB REINFORCEMENT SHALL BE SUPPORTED WITH CHAIRS OR MASONRY BRIQUETTES AT NOT MORE THAN 6 FEET ON CENTER. 6. REINFORCING BARS WILL BE SECURED AT EVERY OTHER INTERSECTION. 7. LAPS AND SPLICES IN REINFORCING BARS WILL BE A MINIMUM OF 30 BAR DIAMETERS. 8. EXTERIOR BEAMS WILL BE AS SHOWN EXCEPT DEPTHS WILL BE INCREASED AS NECESSARY TO PENETRATE A MINIMUM OF 12 INCHES BELOW GROUND. 9. INTERIOR BEAM LOCATIONS MAY BE SHIFTED NOT MORE THAN 6 INCHES WHERE CONFLICTS WITH PLUMBING LAYOUTS OCCUR. 10. SLAB DROPS WALL REQUIRE THAT THE BEAMS INTERSECTED BY THE DROP BE DEEPENED BY THE SAME AMOUNT WITH TRANSITIONS IN DEPTH OCCURRING OVER A 1 TO 12 SLOPE. 11. THE AREA UNDERNEATH THE SLAB AND 3 FEET BEYOND SHALL BE STRIPPED OF VEGETATION AND OTHER ORGANIC MATTER TO A MINIMUM DEPTH OF 6 INCHES BELOW EXISTING GRADE. 12. ALL FILL PLACED BELOW THE FOUNDATION SLAB SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX SHALL BE 5. ALL FILL SHALL BE PLACED IN MAXIMUM LIFT THICKNESSES OF SIX (6) INCHES. EACH LIFT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY (ASTM D-698) AT A MOISTURE CONTENT -17. TO +37.. OF OPTIMUM. 13. A 4 INCH PERVIOUS SAND OR GRANULAR LAYER MAY BE PLACED UNDER THE SLAB. 14. A 6 MIL POLY VAPOR BARRIER SHALL BE PLACED UNDER ALL CONCRETE. TEARS IN THE VAPOR BARRIER SHALL BE REPAIRED. 15. BEAM TRENCHES SHALL BE CLEANED OF DEBRIS AND STANDING WATER PRIOR TO POURING CONCRETE. 16. STRUCTURAL DRAWINGS TO BE COORDINATED W/ ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL OPENINGS, INSERTS, AND RELATED ITEMS. 17. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM AND SHALL BE VERIFIED WITH THE FLOOR PLAN AND THE OWNER NOTIFIED IF DISCREPANCIES EXIST. 18. ANY UNUSUAL CONDITIONS ENCOUNTERED AFFECTING THE FOUNDATION SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER PRIOR TO CONCRETE PLACEMENT. 19. FOUR CORNER BARS SHALL BE SECURELY TIED TO THE INTERSECTING BEAM BARS AT ALL EXTERIOR BEAM INTERSECTIONS. THEY SHALL BE NO. 5 BARS BENT TO A RIGHT ANGLE WITH 1'-6" LEGS. SEE (2) CORRESPONDING DETAILS. 20. BASED ON IBC 2000 PROVISIONS, SECTIONS 7.2 & 7.3, ALL BARS SHALL BE COLD BENT WITH A MINIMUM INTERNAL BEND RADIUS OF 6 BAR DIAMETERS EXCEPT STIRRUPS AND TIES, WHICH SHALL BE GREATER THAN 4 BAR DIAMETERS IN REGARD TO INTERNAL BEND RADAII. BENDING SHALL NOT BE DONE IN FIELD U.N.O. 21.FOUNDATION DESIGN BASED ON A SOIL REPORT PROVIDED BY ROGERS ENGINEERING SERVICES ON JUNE 16, 2003. CONCRETE PROTECTION FOR REINFORCEMENT THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT FOR CAST -IN -PLACE CONCRETE CONSTRUCTION: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THRU NO. 18 BARS 2 INCHES NO 5 BARS & SMALLER 1.5 INCHES CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS NO. 14 & NO. 18 BARS 1.5 INCHES NO 11 BARS & SMALLER 0.75 INCHES BEAM, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1.5 INCHES THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL BE THE DIAMETER OF THE BAR, BUT NOT LESS THAN ONE (1) INCH. NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL NOT BE LARGER THAN: A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS, NOR B. 1/3 THE DEPTH OF SLABS, NOR C. 3/4 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS. ROGERS ENGINEERING SERVICES 1712 SW PKWY SUITE N105 1400 S. AUSTIN STREET P.O. BOX 10763 P.O. BOX 619 COLLEGE STATION, TEXAS 77840 BRENHAM, TEXAS 77933 PHONE: (979) 680-8840 _ PHONE: (979) 836.6855 Ld D z LLJ Q (� p Q N X LIJ 0 U-J +, z � O 0 N a_ 00 U U z O m QLd 0 zz 0� S2 I 1 5'-O° UTILITY EA5MEN7 4-7 ' -4" BLD6. 15'-0" PROP. ELECTRICAL EA5MENT 6" WIDE RED STRIP FIIM LANE TOW AWAY ZONE 5 H16H LETTERING FIRE LANE PET. 4'x4• T.S. POST w/ ADJ. HIN5ES ( TYP. ) v � •o n v — 6' DIA. TYP. BOLLARD o p ' O N r :o 0 v iv 0 i 0—amm-n=AN No SCALE Ila ==MORA■■■■■Eli!9■�1�1■■■■�I���m,�l��liiolm,i��tk,;'��_��. m 40'-O' UTILITY EASMEN- 24'-0' PRIVATE ACCESS EASEMENT 22'x 12' DUMPSTER ENCLOSURE SIMILAR TO TA5 (ADA) RAMP AT FRONT OF BUILDING q� TYP n 6 9'-O° TO FAG OF CURB -O wA 8'-0" TO FACE OF CURB W uJ 21 -0' TYP TYP. b'-0° 13'- m Z q'-p• 18'-O° Al a 6 F to O SOD [so. R ' -b' -71 x O P R3'-o• � � � R5-3' EXIST. aJR5 V O 1-1' \0" 2q' bi° 09 V 4 -O" MIN. 20' HIDE FIRE LANE I -F i Z w n� 60' -O" = P, 2-IOOOi`) AREAL16H75 ON 23' POLE 6 yI R5'-3" R6'-O° � R12'- R20' - 25 BLD6. SE78AGK YI EXIST R2'-O" �-- E5MT ESMT HIf w ,,-0. 20'-O° ww• 2'JO. BARE UTILITY 13'-0" EASMENT 5 5 I -1 „9 �•, -p„ E5MT i, D I 1 ' -O" �7 IST1N6 SAN. SE ER MAN HOLE [� G% T. R.L.P. � �!� � � = J EXISTIN6 R.G.P. TO BE EXTENED AND —TX . D.O. T. SAFTEY ENDS TO BE ARCH I TEGTURAL 51 TE PLAN 1NSTAL� NOTES TYP. DIM, TO BACK OF GARB SCALE: 1'=30' 149'-1" 0 �� 4'-1�1" 21'-9' 42'-0" 5-1'-3" 9 23'-110 O 0 La6 5 0.4 u 9 2-1-51" � 8'-I1�" 8'-7�" 8'-B° O N ® N 11 1 � • i N � o O - 1 � NJ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------- - - - - - - ------------------------- FURR DN. W b" A.F.F. TYP. O X I -1' 109" 1 7-1 #" 53' -6" i I �0 4'-109" G 4'-109' ..nn VI 6 WALL VARIES IN HE16HT - REF. STAIR DETAILS O 14 _ T r 5'-0' H16H WALL O ■�■AA Elr'rn -21" i m rio r q i -+r i G 46 -8 - N � d) I I O 3 4 O A 6 O O $ G .Hn v 13,-0° I1'-3" 17'-10° II'-10" 17'-10' 11'-3° 9'-3° 11'-O° 11'-O" 11'-O" 9'-31" Q a FLOOR PLAN NOTE, DIM. TYF. TO FACE OF 5TUD A2 U Q MW, 0 0 o e 0 o e e 0 F_- I 0 o 0 0 11 11 IL I REPLEGTED CEILIN6 PLAN NJ 6 0 149' -I aa` 16'-9d' 22'-41' l'-9' 9'-ok Ib'--r#' 24'-5. 10'-Oa• 1B'-21' V` i O I- rh n -iv s f -vr � Q Q m ii o O A 'v Q H� V 8 1- J �J n FLOOR PLAN wDTE. DIM. TrP. TO PAGE OF 5T1D s � �■ "_ ...gym—+eiui�isaireiiniia—ers� nnae�'�•n+ir�ein�s�i�ewiYo,w�•I —oil all ON mn-�1iwl�o.e��•� �41Y WK�RmW� a��acAw�IQYti�Im4Sr�H A- J -- --- �M--w -v_:.��� --- -- _------------_ - _--------- _-----_----_-----------_--------- 1„ mm II 4x4 T.S. COLS, 6'-3' O.G. 1/4' fP S.S. GABLE RAILIN6 a 6' O.G. MAX. 36" A.F.F. ° y00 I ^^H� 0 ° 6YP5D. ° OPEN O p p ° 6YPBD. ° N p V ]D p ° ° RE�9 FEE p ° 6YP5D. FURR DOWN Exvf 5 OR. Ex7/T &17 p K3TC FRESTfa 1.p \ 4 / ry OFPIGE ° 6YPBD. \ °NJ IV if ° \ ° / III \ 6 2/Ab I/A'7 3/Al 2/A tso'-o• O I LONG 1 TUD I NAIL SECTION a N 0 0 i a p COPY CORNER STORA6E 6 ° p 1 VOID VOID ° N ° Fy O ° P ° SALES RESTRM. KITCHEN ° ° /A& 2 CROSS SECTION Ab I GROSS SECTION m 3 GROSS SECTION III 6YP. W. II IILI VOID I VOID 2 SECTION t� b A07 a�U 0 0 0 0 0 � ° X D � � 0 b 0 0 ry I N N Z CANOPY Z CANOPY I CANOPY o 0 � D o Ln o I o o \�z IC _o 0 0 0 0 0 0 0 CO AG1-1 RO FS 2 GO G(�RNER 3 A661 E B WICI-L 5ECT 4 K6,LL 5ECT5 A K KALL 5521 42' MIN. MUELLER IMPROVED 3- WAY FIRE HYDRANT VALVE BOX CONCRETE AUXILIARY GATE VALVE VAR I ES ANCHORI N5 TEE`., \ 6" M.J. JOI NTY��/y/`�/ �W�� CLOW F-121-7, OR APP'D EQUAL. PEA GRAVEL AROUND DRAIN HOLE --ACTED 6RAve---' F I RE HYDRANT META I L SCALP, NODE GENERAL NOTES: I. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINTS OF SERVICE CONNECTION AT EXISTING SITE UTILITIES. REFER TO THE BUILDING ELECTRICAL AND PLUMBING SHEETS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITIN6. 2. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXAGT LOCATIONS SHALL BE DETERMINED BY GENERAL CONTRACTOR FOR THE MOST ECONOMICAL INSTALLATION. 5. THE GENERAL CONTRACTOR SHALL RUN A ROTO-ROOTER THROUGH SEWER LINES THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY, 4. SUBCONTRACTOR TO PROVIDE SEPARATE COST TO FURNISH AND INSTALL ONE SAMPLE WELL AND TO INSTALL SAME AS REQUIRED BY LOCAL CODES. +(! R R R R R R '� - %00- �-' ITA N ZFLE GAL.GREASE TRAP WELLWAY 9 5 S� w W PROP. LOCATION FOR SPRINKLER SYSTEM F.D.0 PROP. F.H. ,,— EXIST. 12" WATER LINE W Wyk 3/4' WATER LINE TO FREEZE PROOF 1.105E BI BBIN OUMPSTER INCL05URE BE SUPPLIED BY �{ IRR16ATION METER Sri Pi Q 0I TAP PROP. 4' SAN. SEVER INTO EXIST.8' SAN. bow o 5EY�R • TIE INTO EXISTING 6' WATER LINE I - 6" LINE FOR SPRINKLER SYSTEM. Q • TIE INTO EXISTING 6' WATER LINE I - ',,,,I G G WX3" TAPPIN6 5LEEYE AND VALVE. ^ u 3- PROPOSED WATER METERS h+l rr 2 3/4' FOR DOMESTIC 4 1 3/4' FOR IRRI6ATION, ALL N/ BACK FLOW PRESENTERS AS. REQ. ALL LINES TESTED AS PER TNRCC REGULATIONS 4 CITY ORDINANCE 2394. (m/ SPACE FOR I FUTURE 3/4' METER) EXIST. G" WATER LINE EXIIGT. 6" WATER LINE ESMT m I ESMT „ „ M >! 5 4 5 5 5 S 9 5 5 5 9 MN E5MT ESMT E5MT E5MT C EXIST. _- R.L_P C=]I FLUME I N6 5 I T ! PLAN �,A,1 I ' _--, n� I ST. 8' 5AN, SEWER H STIN6 SAN. SEY�ER MAN HOLE P1 GREASE TRAP SAMPLE HELL 0 0 9 9 s i MOP SING (V m 10' r I HD N in I Z o n'N I� I pur FA O r- a. I q ' —4i" fa I 11'-od• I'10 LAV 7,_q . —� FD, „J. m HD.I PLUMBING AASTE PLAN I ALL WATER CLOSETS TO BE CRANE MOD, • 561E FLOOR MOUNT. 6ENZ%AL NOTES 1. ALL PLUMBING INSTALLATIONS SHALL COMPLY NTH ALL APPLICABLE STATE AND LOCAL. CODES AND ADA REQUIREMENTS, 2. INSTALL ALL TFRIEADED CLEANOUr FLU&S KITH PIPE DOPE TO ALLON EASY REMOVAL IN THE FU`nRE. S. IT HILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO MAZE THAT ITEMS TO BE FURNISHED UNDER PLUMBM CONTRACT HILL PIT THE SPACE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS. INCLUDING THOSE FOR CONNECTION5 AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 4. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN THE ROOF' KITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. S. PLUMBIN6 CONTRACTOR SHALL SUPPLY AND INSTALL 6AS PIPING AS SHOHN ON PLANS. ALL 6A5 PIPING SHALL COMPLY HITH LOCAL CODES. PLUMBING CONTRACTOR SMALL MAKE ALL FINAL CONNECTIONS TO ALL GAS EQUIPMENT. PROVIDE/INSTALL R156ULATORS AT HVAG AND HATER HEATER EQUIPMENT Pa REQUIRED TO REDUCE TO NORMAL OPERATING PRESSURE OF THE EQUIPMENT AS INDICATED ON THE EQUIPMENT NAME PLATE5. DO NOTE PRESSURE CHECK GAS LINES WHEN HOOKED UP TO EQUIPMENT OR HVAG UNITS. FINAL LEAK TEST FROM SHUTOFF TO EQUIPMENT SHALL BE DONE UNDER NORMAL. PRESSURE WITH SOAP/HATER 50LIMON AFTER GAS PIPING 15 CONNECTED. 6 PLUMBING GON1713AGTOR SHA SHOCK ABSORBERS TO MST ALL STATL'�ii�ID'tOr:At�f IREI'-ENT5. T CONTRACTOR SHALL REFER TO ARCHI VCTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMEN51349. DO NOT SCALE PLUMBING DRAWINGS. B. PLUMBIN6 CONTRACTOR SHALL BE R0 RONSIBLE FOR INSTALLING CONDENSATE DRAM PIPM ON AIR HA 4XINC7 UNTS. COORDINATE WORK WITH MECHANICAL CONTRACT q. PWMBING CONTRACTOR SHALL INSTALL WATER SUPPLY PIPES SO THAT NO PIPE JOINTS ARE UNDER FLOi A Z SLAB. 10. ALL PIPES PA651NS THROUGH FLOOR OR EXTERIOR WALLS SHALL BE INSTALLED WITH A PIPE AS REQUIRED, AND SEA Pry LIQUIDTI6HHT. II. ALL INDIRECT WASTE OUTLETS SHALL rl.WMINATE WITH A 2' AIR GAP (MINJ. 12. PLUMBING CONTRACTOR 514ALL BE RESPONSIBLE FOR VENT LINE TESTS AND WASTE SYSTEM TESTS, PER REQUIREMENTS. LOCAL CODE ALL HVAC AND EXHAUST SYSTEMS MUST BE RUNNING MILE THESE TESTS ARE BEING PERFORMED. THE PLUMBING CONTRACTOR SHALL PROVIDE A CERTIPICATE TO THE OHNER VERIFYING COMPLIANCE AND ACCEPTANCE OF THESE: TESTS. 13. PL. SHALL PROVIMANSTALL I' I ON ON ALL CW/MW MAINS INSIDE OF THE BUILDING, IR' INSULATI MIN. ON ALL BRANCHES. GONDLICTIVITY RANGE SHALL BE 014 Tip 0.2E BTU-INJI'MR-FT -'F). CH PIPING SHALL BE INSULATED TO CONDENSATION. 14. VACUUM BREAKERS SHALL BE INSTALL® ON ALL HOED BIBBS. IS. ALL HATER PIPING UNDER CONCRETE SLAB SHALL BE TYPE 'L' SOFT DRAWN COPPER. 16. P.C. SHALL_ FURNISH AND INSTALL A VACUUM BREAKE3R TYPE BACK -FLOW PREVENTei, AS REWIRED BY LOCAL GORES, AT ANY POINT WHERE THERE 15 DANGER OF THE NON -POTABLE WATER SYSTEM COMING IN CONTACT WITH THE POTABLE WATER SYSTEM OR ANY DAN6M OF BACK -FLOW -COORDINATE WITH LOCAL INSPECTOR - IT MECHANICAL DUCTWORK SHALL HAVE RIGHT -OP -WAY OVER ALL PLUMBING PIPES AND ELECTRICAL CONDUITS. 10. ALL PLOOR/46 DRAINS AND FLOOR SINKS SHALL BE PROVIDED KITH DEEP SEAL TRAPS. Iq. IF INCOMM6 WATER PRESSURE TO THE BUILDING EXC60 P51, A WATER PRESSURE REDUCING VALVE WITH STRAINER SHALL BE INSTALLED SST DOWN STREAM OF BUUILDINS MAIN ISOLATION VALVE. 20. P.C. SHALL INSTALL WATER METER IN APPROVED EXTERIOR LOCATION AND ENCLOSURE; COORDINATE ALL REMIREMENTS WITH LOCAL WATER CO. SEE SITE PLAN FOR EQUIPMENT LOCATIONS. PROVDE ALL NECESSARY PLUMBING EQUIPMENT TO ENSURE PROPERLY OPERATING WATER AND SEVER SERVICE. P2 VERIFY w/ LOCAL POWER CO. FOR EXACT SIZE d NUMBER OF CONDUITS. 2" CONDUIT TEL. SERVICE — TIE IN POINT TO BE DETERMINED BY TEL. CO. 32'-0" 32'-O" 24.-0" O I N ■ ■ O I N O O'-O' IB'-0' h0'-0;01_; 50'-0" 4 FLOOR PLUG LAYOUT SCALE, NONE 00 AMP A 200 200 AG AMP AMP B000KK COPY OLACH STORE CORNER ROLF'S TYP. FUSED DISCONNECT TYP. METER O O O WIRE WAY 3-4" CONDUITS TO EXISTING PAD MOUNT TRANSFORMER RISER nIA GRAY TYP. 2-I00004 AREAL16F1T5 ON Z5' EXIST. OVERHEAD TB..EPHONE LINE ON POMP POLES ----- EXIST. OVERHEAD ELECTICAL LINES w w ELECTRICAL METERS ONE WAY ,7 1 I i c 42/4� ESMT -- ESMT ESMT 5T. .L. ELECTRICAL SITE PLAN FN- NN W 4J 4 1 1 IL E''SMi J � R V ESMT E5MT lu u EI SCALE: 1"=30' SECTION 01010 - SUMMARY OF THE NORK A. SCOPE: The Work, as defined in the General Conditions and described In the Contract Documents Is summarized as follows: Construct a two story retail facility of metal Frame construction with single ply built-up roof on plywood decking, aluminum windows and entrances, Interior drywall partitions, millwork, hollow metal doors and frames, acoustic ceilings, floors, Pnishes,toilet room accessories, equipment, site work, and mechanical, plumbing and electrical work. B. PRIOR ENTRY: I. Owner reserves right of prior entry to completed and partially completed areas for performance of other Work to be performed under other contracts. 2. Confine construction operations, materials, and equipment storage, apparatus, temporary construction, equipment, and other construction related activities to such limits and portions of the Project Site as designated by the Owner, or as indicated on the Drawings. 3. Do not use adjacent properties, Including private properties and that of public domain, for material and equipment storage or for construction operations without specific written approval of any and all authorities having full and proper jurisdiction. SECTION 0101& - OWNER PROVIDED DOCUMENTS A. COPIES OF CONTRACT DOCUMENTS: The Owner will supply to the Contractor, up to 10 sets of Contract Documents, free of charge, for construction purposes. Additional copies will be available to the Contractor if he pays the cost of reproduction. B. COPIES OF 5UPPLEMENTARY GONTRAGT 00GUlvENT5. The following Owner provided documents are hereby designated as Supplementary Contract Documents. The Project Designer does not guarantee their contents as to accuracy, completeness, or suitability. 1. Soils Report. N/A 2. Survey. SECTION 01025 - MEASUREMENT AND PAYMENT A. PR06RE55 56HEDULE AND 605T BREAKDOWN: Within 21 days after execution of Contract, submit, In acceptable form, anticipated progress schedule showing subdivision of Contract Into various Items of permanent construction, stating quantities and prices, as basis for computing value to Owner of permanent usable parts of facility to be paid for on monthly estimates. No payment will be made to Contractor until such schedule has been submitted and approved. B. PR06RE55 PAYMENTS: Monthly payments will be made on value of completed work and materials suitably stored at site, less retalnage. Owner will not pay For materials stored off -site. Payment by Owner will be made within a reasonable time from date Contractor's application Is received. I. RETAINA6E: Retainage of 10% of amount due Contractor Hill be held by Owner until 30 Days after Substantial Completion. SECTION 01010 - DEFINITIONS A. THE CONTRACT DOCUMENTS: The Drawings are those enumerated in the "List of Drawings" and Identified In the Contract. The Drawings, In many Instances, are schematic and do not define exact locations of every part and plece of Work. Items furnished may vary In dimension and In other ways from the specific items called for in the Contract Documents. In such cases, determine exact position of each part by "on the job" measurements, drawings from equipment manufacturers, and coordination with other Work. B. 5PEGIFIGATION5: I. The Format of the Specifications divides the Work into Major Divisions and Work Sections and attempts to group the Work In each Section by source of material or N trade, solely for the convenience of the users. No trade jurisdictions are intended or implied. 2. The outline form and imperative voice are typically used to omit repetitious use of words or word ggrroups (such as "furnish and install", "Contractor shall", andother similar statements) and to call for the type of materials and methods and limit of their use in the briefest possible manner. Such words omitted from the text shall be construed to be included just as if they were repeated each time. C. MINIMUM COMPLIANCE STANDARDS AND INDUSTRY SPECIFICATIONS Materials and operations opecif led by reference to published specifications of a manufacturer, a society, on association, a code, or other referenced standard, shall comply with the current requirements of the referenced document, officially published on or before the date of receipt of bids. 5%TI ON 01410 - T55TI N6 LA50RATORY WWI GAS A. An Independent testing laboratory may be selected by the ben. Contractor to inspect and test the materials and methods of construction as hereinafter specified for compliance with the Contract Documents. B. The ben. Contractor will pay for the initial laboratory services of materials that comply with the requirements of the Contract Documents. The site work Sub Contractor shall pay for testing and retesting of materials that do not comply with the requirements of the Contract Documents. C. STRUCTURAL CONCRETE: I. A66RE6ATE TESTS: Check the proposed aggregate in accordance with A51M C 33, 2.' MIX DE516N: Check the proposed mixes for proportions, water cement ratio and slump in accordance with AGI 613 and 318. 3. SLUMP TESTS: Take slump tests per A5TM C 143 at the beginning of each day's pouring operations and whenever water adjustments or noticeable change of slump occurs. 4. 5AMPLIN6: a. Make three standard cylinders at the beginning of each placement. Take extra samples at noticeable change In the concrete makeup. b. Take three additional test cylinders for every 100 cubic yards or fraction thereof. Cure per A5TM G 192. G. Perform sampling in compliance with A5TM G 112. 5. TE5TIN6: Test cylinders For compresslon In accordance with A5TM C 3q. a. LABORATORY CURE: 2 cylinders in accordance to A5TM G Iq2. b. FIELD GURIN6: Remaining cylinders In accordance to A5TM C 31. c. Test cylinders two at 1 days and two at 28 days, averaging test results. Test remaining cylinders at 56 dads. SECTION 01510 - TEMPORARY FACILITIES A, CONSTRUCTION FACILITIES: Provide the following facilities for the use of all personnel, subcontractors, and other authorized personnel. I. TOILET FACILITIE5: Provide sanitary, adequate facilities that meet legal requirements. 2. ELECTRIC: Provide connections and controls for 115V, single phase power with controls within 200 feet of locations used. 3, LIGHTING: Provide minimum 50 Footcandles for construction purposes where daylight is not adequate. 4. CONSTRUCTION WATER: Provide adequate water lines and hoses with controls within 200 feet of locations used. B. FIELD OFFICE: I. Provide and maintain a weathertight building with lockable door and windows, to serve as a job office available to the Contractor, Subcontractor, and the Owner. Provide lights, air conditioning, and heat as required. Provide a drawing table with lockable drawer and drafting bench. Remove office from premises when one can be set up inside the building. c. 6RAPHIG5: I. JOB 516N: a. SIZE: Nominal 64 square feet. b. MATERIAL: 3/4 inch APA exposure I or exterior plywood, A-G grade or MD overlay. c. POSTS: 4 Inches x 4 Inches, 2 required. d. FRAMIN6 AND BRACES: 2 inches x 4 inches. e. LETTERIN6: Name of Job, Owner, and Contractor. Project sign shall be executed by a professional sign painter. SECTION 01600 - MATERIAL AND EQUIPMENT A. SUBSTITUTIONS: I. 5ubmlt all substitutions proposed after the award of the Contract In writing with sufficient Information, samples, and difference In cost for evaluation. Do not make substitutions unless they are approved In wrlt►ng 2. Prepare quotations for proposed changes in the Work In a "break down" form giving the number of units, unit cost of materials, hours of labor, hourly cost of labor, tool costs, overhead, and profit, reflecting credits as well as extras, B. USE MATERIALS THAT ARE: I. New and of high quality suited to the use Intended except when noted as "used". 2. Suitable for the function Intended. 3. Corresponding In quality to related materials In the absence of a definitive Specification. 4. Of good appearance where exposed to view, 5. Of one manufacturer or source for the same specific purpose, with uniform appearance and physical properties. 6. Plainly marked, and delivered to the site In original unopened containers when the nature of the materials is sultable for containers. G. WORK BY OTHERS: Arrange to accommodate N.I.G. Work, When information is inadequate, request further instructions before proceeding. D. Follow manufacturer's instructions. Men such instructions are in conflict with the Gontract Documents, make request for clarification before proceeding. Keep a copy of the manufacturer's instructions on the job. E. Perform high quality professional workmanship. .loin materials to uniform, accurate fit so they meet with straight lines, free of smears or overlaps, Install exposed materials appropriately level, plumb, and at accurate right angles or flush with adjoining materials. Attach materials with sufficient strength, number, and spacing of attachments that will not fall until materials joined are broken or permanently deformed. SECTION 01100 - CONTRACT CLOSEOUT A. MANUALS, INSTRUCTIONS AND KEYS: I. The Contractor shall assemble and deliver to the Owner printed or typewritten operating, servicing, maintenance, and cleaning Instructions and parts lists for all Items of equipment provided as part of the Contract. Include names and addresses of local representatives of each unit of equipment. Index manuals containing items of different equipment. 2. The Contractor shall provide services of skilled and competent supervisory personnel to instruct the Owner's personnel In the operation and maintenance of all operating equipment and systems provided as part of the Contract. 3. Upon completion of the Work, the Contractor shall deliver all keys, Including master keys and any special keys, and two copies of the keying schedule to the owner, and shall assist the Owner in deactivation of construction keyed locks used In the Project. SECTION 01110 - CLEAN I N6 A. PERIODIC GLEANING: I. GARBAGE GOLLEGTION5: Provide a collection can at each location on the site used as an eating area. Pick up all garbage not deposited In cans daily, if •garbage, is left overnight, cover cans. Remove garbage from the site at least weekly. Keep the Work area free of garbage, trash, and vermin Infestation. 2. TRASH REMOVAL: Glean the Work area of trash at least once a week. When rapid accumulation occurs, remove trash more frequently. Remove highly combustible trash such as paper and cardboard daily. 3. 015PO51TION OF DEBRIS: Remove debris from the site and make legal disposition. Locations for dlsposal shall be of the Contractor's choice within the above restriction. No debris or material may be buried or burned at the site. Take necessary precautions to prevent accidental burning of materials by avoiding large accumulation of combustible materials, B. FINAL GLEANING: I. The Work area shall be thoroughly cleaned inside and outside. Gleaning includes removal of smudges, marks, stains, fingerprints, soll, dirt, spots, dust, lint, and other foreign materials from finlshed and exposed surfaces. 2. Remove all temporary facilities. m1w V L 5P1 t t 1 C 1 t t SECTION 02110 - SITE CLEARIN6 AND 6RUBBIN6 A. VEGETATION PRESERVATION: Do not remove trees or shrubs without the specific approval of the Architect. Damaged vegetation shall be replaced. I. SAND LAYER: B. REQUIREMENTS OF REGULATORY AGENCIES: Adhere to State and I. LOCATION: More sand cushion is noted under concrete local code requirements for the disposal of trees and shrubs slabs. removed from the site. 2. MATERIAL: Well -graded, Inorganic mineral said in loose, non -stratified deposits, per ASTM D 2488. G. OANERSHIP OF REMOVED MATERIALS AND VEGETATION: Unless noted 3• THICKNE55: 2 Inches under walks and 4 Inches elsewhere. otherwise, removed materials become the property of the 4. COMPACTION: Compact to support concrete without Contractor, settlement during placing. D. PROTECTION OF VEGETATION: Rope, or fence off vegetation that is to remain to prevent damage. E. 6RUBBIN6: Grub construction area to a minimum depth of one foot below the existing grade. I. STRUCTURAL EXCAVATIONS: Remove entire main roots and stump roots. 2. STUMP REMOVAL: Remove stumps to a depth of a least 18 Inches under lowest elevation of the excavation. SECTION 02200 - EARTHWORK A. The Soils Report governs existing subsurface conditions. B. CONGEALED CONDITIONS: Variations from Contract Documents for conditions not apparent at the start of the Work, will be adjusted as described in the Contract Conditions. G. 5O1L STIFFNESS: When Information concerning subsurface soil stiffness Is not available, assume an angle of repose of 45 degrees under optimum moisture conditions. No angle of repose can be assumed when soil is under adverse moisture conditions. Where concrete surfaces are shown vertical or steeper than the angle of repose, forms are required. D. GOVERNING DOGUMENT5, The following Documents govern the Workt I. Occupational Safety and Health Administration recommendatlons, Chapter XVII, 1926.652 2. IN TEXAS: Texas Trench Laws, FB 662 and HB 665. E. EXCAVATION INSPECTION: Do not place concrete in footing excavations without the Gen. contractor inspecting. F. FILL AND BAGKFILL MATERIAL: Select fill material placed under slabs, foundations and paving shall comply with the following requirements. Material may be used from the site provided It is made to comply through the use of admixtures such as sand or lime. I. LIQUID LIMIT: 30 to 45. 2. PLASTICITY INDEXt 1 to 20. 3. LINEAR 5HRINKA6E: 10% maximum. 4. PURITY: No stones or debris larger than 3 Inches. 6. COMPACTION: Provide 010% maximum density under walks and grassy areas, 95% minimum density elsewhere. Add water or dry out to maintain optimum moisture content. AASHTO compaction test Method T-99, performed at optimum moisture. Place fill in layers not to exceed 6 inches after compaction. H. COMPACTION OF GRANULAR FILL: Compact trenches under slabs as follows. I. 12 INCHES OR LE55: Provide granular fill material soft enough to compact readily 4 water saturation. 2. BETWEEN 12 INCHES AND 36 INCHES: Compact by water saturation to within 2 feet of the surface. The final 2 feet O Inches must be compacted In 6 inch layers. 3. OVER 36 INCHES: Compact in 6 inch layers starting from the bottom. J. VAPOR BARRIER: Provide a 6 mil polyethylene plastic film vapor barrier under floor slabs placed on earth. SECTION 02246 - SOIL STABILIZATION A. Coordinate the requirements of the Structural Drawings with the requirements of this Section. If a conflict exists, notations on the Structural Drawings take precedence. Refer to the Solis report and survey for existing subsurface conditions. SECTION 02264 - TERMITE CONTROL A. MINIMUM COMPLIANCE STANDARDS: Comply with all applicable governmental standards. Unauthorized use of these chemicais is strictly forbidden. B. Warrant the Work specified herein for five years. Defects shall Include, but not be limited to, the following: I. Termite activity. 2. Damage of building materials caused by termites. G. Include replacement of damaged materials caused N termites within the Warranty period. D. APPLICATOR: Applicator shall be bonded to perform this type of Work. More local licensing is available or required, applicator shall be licensed to perform this type of Work. E. POISON DILUENT: Potable water. SECTION 02510 SECTION 05200 - CONCRETE REINFORCEMENT CONCRETE CURBS, WALKS, AND FAVIN6 A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern A. WORK GOVERNED BY OTHER SECTIONS: The actual performance of the Work except where more restrictive requirements are this Work remains within this Section, but subject to the specified: applicable requirements of Division 3 - Goncrete. I. Specifications for Structural Concrete In Buildings, AGI-301, B. MINIMUM COMPLIANCE STANDARDS: Work in accordance with the 2. Manual of Standard Practice for Detailing Reinforced following: Concrete Structures, AGI-315. 1. AGI 316 and AGI 325. 3. Building Code Requirements for Reinforced Concrete, 2. Portland Cement Association, PAOR and PL136. AGI-318. 3. AGI 302 G. CONCRETE MATERIALS: Provide 3500 psl gray concrete with air entraining and water reducing with accelerating or retarding compounds. 0. PAVING AND CURB JOINT FILLER: Provide 3/4 inch thick, Clear heart construction grade redwood with "Zip Strip" or equal and dowels as detailed on the Drawings. E. PAVING JOINT SEALING COMPOUND: Provide a single component, Urethane Sealant 'Sonnborne' 5L-1 or equal. F. SLOPE FOR DRAINAGE: Slope walks, driveways, paving, and gutters. 6. TOOLIN6t I. EDGING: Edge walks and paving edges to a 3/8 Inch radius at expansion joints and where needed to form a neat appearance. 2. JOINTIN6: Where shown on the Drawings as control joints (G.JJ or tooled joint (T.J). 3. CONTROL JOINT: 3/4 Inch wide. Use wrapped, smooth dowels to maintain alignment. 4. TOOLED JOINT DEPTH: 1/4 Inch unless shown otherwise. 5. WORKMANSHIP: Remove marks of tooling from the surface. H. FINISH: Light broom or belt finish with Imes perpendicular to traffic flow. SECTION 05110 - CONCRETE FORMWORK F. Provide EPA approved chemicals of the following types: I. OR6ANOPH05PHATE5: Dursban TG, Dow Chemical USA, Midland A. FORMING SURFACES: Provide formwork in accordance with MI 48614 (511) 636-1000. Recommended Practice for Concrete Formwork, AC] 341, with 2. PYRETHOIDS: smooth and clean surfaces. a. Dragnet FT: FMG Corporation, Agricultural Chemical I. WOOD: Dressed to uniform thickness without loose knots Group, Philadelphia, PA 19103 (215) 29q-6000, or other defects. Plywood minimum of 5/8 Inch thick. b. Demon TG: IGI Americas Inc., Wilmington, DE 198gq 2. STEEL: Rust free or galvanized form surfaces. (303) 515-3000. c. Torpedo: IGI Americas Inc, Wllmington, DE lgbgq (303) 515-3000. d. Tribute: Velslcol Chemical Corporation, Rosemont, IL 60018 (312) W611O0. 6. QUANTITIES OF WORKING SOLUTION: Provide I gallon per 10 square feet under the building slab and 2 gallons per 5 linear feet at slab perimeter. H. PROGEDURES: Notify the supervising authority before commencing work. Do not apply poison to soils that are excessively wet. Apply solution immediately prior to placing vapor barrier. B. AGCESSORIES: I. CHAIRS AND BLOGKS: Provide plastic chairs where formed surfaces are exposed. 2. EXPANSION JOINTS: Provide wrapped dowels, or protect dowels with cardboard tubes for alignment reinforcing across expansion joints. 3. FORM RELEASE A6ENT: Provide chemical type form release agent. G. INSTALLATION: Do not allow form release agent to contact reinforcement or concrete against which fresh concrete shall be placed. Net board forms until joints are swelled shut. Formwork shall be strong enough to withstand the fresh concrete, and tight enough to prevent leakage of the mortar D. FORM REMOVAL: Do not remove formwork until concrete has attained strength to support Its own weight, live loads, and additional construction loads and has hardened enough to prevent leakage of the mortar. B. MILL REPORTS: Provide certlficates from manufacturer describing steel used. If reinforcing cannot be identified, provide tensile and bending test reports. G. REINFORCEMENT: I. BARS: ASTM A 615. a. NO.3 BARS: Grade 40. b. ALL OTHERS: Grade 60. 2. WIRE: ASTM A 52. 3. WIRE FABRIC: A" A 185. D. ACCESSORIES% Provide galvanized accessories. E. TIES: 16 gauge annealed wire or standard clips. F. FABRICATION: Bend and cut bars, fabric, and wire cold to the following tolerances: I. Sheared length plus or minus I inch. 2. Depth of truss bars plus or minus 1/2 inch. 3. Stirrup, ties, and spirals plus or minus 1/2 inch. 4. Other bends plus or minus I inch. 6. PREPARATION; Before placing reinforcement, inspect formwork for fit and tolerance. Glean reinforcing free from form coatings, sealers, powdered and scaled rust and other bond reducing conditions. H. SPLICES NOT DETAILED: Staggered splices at adjacent bars. Do not splice at areas of greatest stress. I. INSTALLATION: Support and position reinforcement to prevent displacement by construction loads or concrete placement. Support bar reinforcement on chairs or concrete blocks of some mix design as concrete. SECTION 05512 - CAST-IN-FLAGE CON4 A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive Items are specified: I. Specifications for Structural Concrete In Building, AGI 301. 2. Guide for Concrete Floor and Slab Construction AGI 302. 3, Building Code Requirements for Reinforced Concrete, AGI 318. 4. In hot weather, Work in accordance with the recommended Practice for Hot Weather, AGI 305. 5. In cold weather, Work in accordance with Recommended Practice for Gold Weather, AGI 306. B. DOCUMENT PREGEDENGB Notations and requirements on the Structural Drawings supersede conflicting requirements of this Section, G. MATERIALS: I. CEMENT: ASTM G 150, Type I or III. 2. A66RE6ATE5: Standard weight aggregate, ASTM G 33. Refer to AGI 301-3.6 for maximum size. 3. WATER: Potable and clean. ,AWN � boo yob „oo� al"4U 4 N V a-4 L V 5P21 1 � I ['I I Ir� 1 fl I 4. ADMIXTURES: a. HATER REDUCER AND SET RETARDER: A5TM G 494; A, B, or D, Do not use chlorides. b. AIR ENTRAINER: A5TM G 260. D. MIX: Design concrete mix to comply with the standard of deviations specified In AGI-301 and A6I-318 for the concrete strengths shown on the Structural Drawings. If no strength is shown, provide 5500 psi concrete. Include air entralner for exterior exposed concrete to produce 5% plus or minus I% total air content as determined by A5TM G 231 or A5TM G 138. Provide a maximum slump of 5.2 Inches. E. IN5PEGTION AND PREPARATION: Do not place concrete until forming, reinforcement, and built-in Items have been inspected and approved by the Architect. 1. 5UB6RADE: Dampen subgrades not covered with membrane by sprinkling immediately before placing concrete. Omit when subgrade Is already damp. Dry out soggy subgrade before placing slabs unless wetting is uniform and placing can be done without damage to subgrade. Place slab screeds to precise elevation. Obtain the Architect's approval of subgrade and screeds prior to concrete placement. 2. FORMS: Remove dirt, sawdust, nails, and other foreign material from formed spaces. 3. BUILT-IN ITEMS: Install pipe, sleeves, bolts, anchors, and other cast -in -place items securely. Use templates to set built-in Items accurately. F. PLACING: 1. Use buggies and metal chutes at slopes between 1.2 and 1:3 to avoid separation of aggregates. Drop concrete vertically in center; do not draw or rake concrete laterally to position. 2. Use ready -mixed concrete only. Comply with requirements of A5TM C 94 for mixing and trareportation of concrete to the project. 3. Place concrete continuously in any one part of the work. a. If a whole part of the Hark cannot be placed monolithically, place to construction joints Indicated on Drawings or as approved N the Architect. b. Retighten forms, clean hardened surfaces, and cover with bonding compound before placing against hardened concrete. 4. Place sloped concrete from bottom up. 5. Use temporary screeds when placing slabs to maintain levels and slopes as required. Provide adequate support for screeds to maintain accurate elevations. SECTION 05516 - WNCRETE CURING, TREATMENT, AND FINISHES A. CURING MATERIALS. I. PRODUCT LIMITATIONS: Do not use products with the following characteristics. a. Leave oily or waxy residue that may interfere with future coatings or flooring adhesives. b. Discolor surfaces designated to remain uncovered. 2. SHEET CURING: Hhlte sheet materials only, complying with A5TM G Ill. 3. LIQUID GURINS COMPOUND: a. TYPIGAL USES: A57M G 309, clear, Type 1, or Type 1-0 with fugitive tint. b. OPTIONAL FOR EXTERIOR PAVING: ASTM G 309, Type 2 or Type I-D. 4. HATER PONDING: Flood or spray water to keep concrete surfaces covered with water for the curing period. B. INTERIOR FLOOR TREATMENT COMPOUND: I. Gifford -Hill, "Hardtop'. 2. A.G. Horn, "Horn One-Kote'. 3. Gurecrete Ghemlcal Co., "Ashford Formula". G. FINI5HIN6: I. TYPICAL EXPOSED FORM FIN15HE5: a. Fill honeycomb, bubbles, holes, and knock off fins. b. Remove evidence of misaligned forms by chipping away and by patching. C. True up corners and surfaces. G 2. FIN15HE5 FOR TYPICAL CONCRETE FLATWORK: Provide a steel troweled finish. Maximum surface irregularity shall be 1/16 Inch in any running foot and 1/4 Inch in 10 feet. Apply floor treatment compound as specified. SECTION 04101 - MORTAR AND ACCESSORIES D A. QUALITY CONTROL: Brands and source of cementitious materials, admixtures, and aggregates shall be some throughout Work, and shall not be changed without written approval of the Architect. B. DELIVERY AND 5TORA6E: Handle cementitious materials, admixtures, and aggregates to prevent deterioration or intrusion of foreign materials. Dispose of unsuitable materials off site. G. MORTAR MATERIALS: I. HYDRATED LIME: A5TM G 201, Type 5. 2. PORTLAND CEMENT: A5TM G 150, Type I. 3. WATER: Glean and potable. 4. 5AND: A5TM G 144. D. MIX DE516N TYPE: A5TM G 210, Type 5. SECTION 04220 - CONCRETE MASONRY A. JOB GONDITION5: Lay no masonry when there is danger of freezing in the next 48 hours. Erect no masonry walls when there Is danger of high winds in the next 4b hours. B. DELIVERY AND 5TORA6E: Deliver, store, and handle masonry units to avoid breakage and staining. Keep units dry until installation. MA50NRY UNIT5: Modular brick with tooled joints up to G'-0" a.f.f. , thereafter use tumbled modular brick that has been tumbled in white slurry and strike joints . CMU typically to be nominal 8" high, 4" thick, 16" long, hollow load bearing per A5TM G-90 Type 1, light -weight or medium -weight block with tooled joints. CONTROL JOINT MATERIAL: Provide compressible filler as specified in Sealants Section, for both horizontal and vertical control joints. E. IN5TALLATION: Norkmanship tolerances shall comply with those recognized by The Masonry Institute as good workmanship. I. WETTING: Dampen block before laying in a manner consistent with the nature of the block, the mortar, and the weather conditions. E. VENEER AN(HOR5. 12 gauge x 1-1/4 inch x G inch long stud plate with 3 x 3 triangular ties. I. STRENGTH: A5TM A 82. 2. FIN15H: Mill galvanized. 3. WIRE DIAMETER: 3/16 inch. 4. SPACING: 16 inch vertically and 24 in horizontally. 4. ATTAGHEMENT 5GREW5: Standard size #10 - I6 x 1 1/2 Inch washer head with neoprene sealing washer, zinc plated, self -drilling, self -tapping. 5. APPROVED PRODUGT5: a. Hohmann 4 Barnard, Inc., DW-10 Series Veneer Anchors with "Byna-Tle" wire ties. F. HORIZONTAL REINFORCEMENT: I. 5TRENGTH: A5TM A 82. 2. MAIN WIRE: 3/16 inch diameter, deformed. 3. GALVANIZING: A5TM A 641, Glass 3. 4. 5PAGIN6. Maximum I6 inches on center, vertically. 2. In seismic zones 3 and 4, provide attachment clip between wire tie and continuous wire reinforcement in joint, Hohmann Q Barnard, Inc. "5el5mlcllp" or equal. 2. BED JOINT5: Spread a thick bed of mortar with a shallow furrow down the center, so the joint will be completely filled with mortar. Spread the mortar only so for ahead that the mortar will be plastic when the units are laid. 3. HEAD JOINTS: Butter the end of each block with an ample quantity of mortar and shove the block Into place so that the vertical joints are completely filled with mortar. 4. WEEP HOLE5: Provide plastic tube exterior weeps at 16 Inches on center where cavity behind the block is interrupted by a ledge, shelf angle, or lintel. 5. V151BLE CUTS: Gut block with a masonry saw. Provide miters on corners if necessary to avoid cut surfaces from showing. 6. METAL DOOR FRAME5: Fill frames solid with mortar. Build in anchors. 1. LINTELS: Provide reinforced unit type where shown. 8. HORIZONTAL REINFORCEMENT: Locate reinforcement in first two courses and then in alternating courses. In seismic zones 3 and 4, provide attachment of horizontal reinforcement to the tie anchors. Stop reinforcing at control joints. 9. BOND BEAM: Install reinforcing and concrete fill as shown on Structural Drawings. 10. BUILT-IN ITEM5: Build into place accessories supplied by other trades for their use. 11. CONTROL JOINT5: Place control joints where shown, place joints on module lines at 50 feet maximum spacing, but not greater than column spacing when related to columns. Locate joints at columns and mid span for column spacing over 50 feet. Locate joints within 25 feet of corners at Intersections. SECTION 05500 - METAL FABRICATIONS A. SHOP DRAWINGS: Indicate size, material, and finish. Show locations and installation procedures. Include details of joints, attachments, and clearances. B. 5TEEL MATERIALS: I. STEEL PLATES: A5TM A 36 to tolerances of A5TM A 6. 2. STEEL PIPE: A5TM A 501 or A 500 to shapes detailed. 3. BOLT5: ASTM A 301 typically, and A5TM A 325, high strength bolts, nuts, and washers, where shown on the Drawings. G. GALVANIZED MATERIAL5: All exterior exposed steel and where noted on the Drawings. I. NON5TRUGTURAL PIPE: A5TM A 120. 2. IRON AND STEEL HARDWARE: A5TM A 153. 3. STEEL 5HAPE5, PLATES, BARS, AND STRIP5: A5TM A 123. 4. STEEL SHEETS: ASTM A 446. 5. A55EM13LED STEEL PRODUGT5: ASTM A 386. 6. DELIVERY OF HOT -DIPPED ITEMS: ASTM A 525. D. STEEL SHOP PRIMER: Apply with spray for exposed Items. Apply primer free of runs and other irregularities that may require modification to achieve the specified finish appearance. E. WORKMANSHIP I. EXP05ED ITEMS: Moderate Irregularities not visible at 30 feet may remain. Mill marks may remain. a. HEL05: Grind welds to small radius with uniform sized cove. b. BOLTS: Use only flat or oval head, countersunk bolts where exposed to view. c. JOINTS: Provide maximum gap of 1/16 Inch. 2. OTHER LOGATION5: No improvement from mill finish required except preparation for galvanizing or priming. 3. INIEWS: Grinding not required. 4. BOLT5: Exposed bolts permitted. SECTION 06100 - ROU6H CARPENTRY A. GENERAL REQUIREMENTS FOR LUMBER I. STANDARDS: P5-20-10 American Softwood Lumber Standard and P5-1-83 Softwood Plywood. 2. GRADING: 5FPA, 5PIB, WA, HGLB, and APA. 3. MARKING: Stamp each piece with the Grade Associatlon and species. 4. 5PECIE5: Douglas Flr or Southern Yellow Pine. 5. FINISH: Provide 545 finish unless specifically noted otherwise. 6. 5EA50NIN6 REQUIREMENTS: Kiln-" or air-dry to a 15% maximum moisture content. Mark sach piece 'KD' or 'MG-15'. 1. GRADES: Comply with the recommended minimum grades for each specific use as specified by the specific grading association such as the Southern Pine Use Guide, Table 2, and as 5peclfied on the Structural Drawings. B. HOOD TREATMENT FOR ABOVE GROUND L06ATION5: Stamp each piece of lumber with the type of treatment and amount of retention. Redry waterborne type treatment to Iq% and stamp "5-DRY'. I. APPLICATION: Apply pressure or vacuum treatment. Gomply with AWPB Treating 5tandards LP-2 or LP-3 typically. in Z d L r-� 5P3 2. LOCATIONS: Provide treated wood at the following locations: a. Where shown on the Drawings. b. Wood members resting on concrete or masonry. c. Grounds embedded In concrete, plaster, or masonry. d. Blocking or grounds embedded in construction in such a manner as to prevent exposure to circulating air. e. Roofing grounds. 3. GUT TREATMENT: Treat cuts by dipping or brushing with preservative. G. PLYWOOD: Provide 175-1-83 softwood plywood marked with APA stamp indicating quality and finish as recommended for each use N the American Plywood Association. Only plywood with an APA stamp Indicating "Exterior" or "Exposure I" grades will be acceptable. D. PLYWOOD ROOF SHEATHING: Mark each piece with APA grade trademarks as noted above. Maintain minimum I/8 Inch gap along edges and 1/16 Inch gap across ends. Apply plywood roof sheathing using the following types of nails: I. PLYWOOD THICKNESS 1/2 to I INCH: Use 8d common nails. 2. SPACING: 6 Inches at edges and 12 Inches in field. E. INSTALLATION: I. Set wood framing accurately and neatly. Brace well and nail securely. Frame at lb Inches on center or Indicated on the Drawings. 2. Set wood grounds for attachment of Work specified in other 5ectlom. 3. Use washers on bolts used to attach wood. Use galvanized bolts and washers on treated wood. 4. Use galvanized metal framing anchors, beam seats, and clips where Indicated. SECTION 061010 - WOOD TRUSSES A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Nork except where more restrictive requirements are specified. I. American Institute of Timber Gonstructlon (AITC). 2. Truss Plate Institute. B. APPROVED MANUFACTURERS: I. Automated Building Systems; Dept. T, Lafe Cox Drive, Box 551, Johnson City, TN 31601. 2. Gang -Nail Southwest; 4101 South Westmoreland, Dallas, TX 15231. 3. All -Pan Inc.; 1101 South Loop West, Houston, TX 11054-4602. C. LOADING Unless noted otherwise, comply with the strongest combination of the following: I. Building Code. 2. Maximum deflectlon of 1/240 of span without ceilings. 3. Maximum deflectlon of 1/360 of span with ceilings. 4. Live load: Refer to the Drawings. D. CONSTRUCTION DETAILS: I. TRU55 MEMBERS.. Stress rated lumber; 19% maximum moisture; No. I. 2. FASTENERS: Galvanized steel gang nail plate connectors. E. INSTALLATION: Anchor trusses in place as recommended by the manufacturer and in accordance with Building Code. SECTION 06220 - MILLWORK A. MINIMUM COMPLIANCE STANDARDS: "Quality Standards of the Architectural Woodwork Industry" (AAI). B. PLASTIC LAMINATE: Submit full range of colors, patterns, textures, and finishes of plastic laminate available for selection. Use horizontal grade typically. Vertical grade may be used for cabinet interiors and vertical surfaces of cabinets. Use balance sheet as required by ANI. Gores shall be 3/4 Inch PS-I-83 BD Exposure I plywood and edges shall be self -edge unless specified otherwise. 1. "Nevamar', Exxon Chemical Co. G. SOLID STOCK: I. M015TURE CONTENT: 8% - 13% at time of Installation. 2. NATURAL FIN15H HARDWOOD: Comply with ANI "Premium' Grade. 3. PAINT GRADE HARDWOOD: Any species without coarse grain. D. SOFTWOOD PLYWOOD: P5-1-83. I. EXPOSED: Medium Density Overlay (MOO). 2. 5EMI-EXP05ED: Grade B. 3. CONGEALED: Grade D. E. MATERIAL THICKNESSES: The following thicknesses shall apply except when shown thicker on the Drawings: I. BOTTOMS, ENDS, DIV1510N5: 3/4 Inch thick. 2. FACE PLATES: Equal to door thickness with 3/4 inch minimum. 3. HEB FRAMES: 3/4 inch minimum. 4. BACKS AND DRAWER BOTTOMS: 1/4 Inch plywood, over 24 Inches wide require center bottom support. Limit backs with braces to 12 square feet. 5. DRAWER FRONTS: 3/4 Inch. 6. DRAWER BACKS AND SIDES. 1/2 inch. 1. SHELVES: Unsupported, exposed shelves 3/4 inch thick to 3b Inches and I Inch minimum to 42 inches. 8. BASES: Design to space 3 inches deep x 4 inches high x 1/2 inch deep recessed base across exposed ends. Cl. DOORS: 3/4 Inch minimum thickness, except when shown greater on the Drawings. F. CABINET HARDWARE: Prepare the millwork for the Installation of the hardware. G. INSTALLATION: Place level, plumb, and at right angles to adjacent work. Where field cutting or trimming is necessary, perform in a neat, accurate, professional manner without damaging the products and adjacent work. Attach securely so the products will perform to their maximum ability without damage resulting from Inadequate fastenings. H. TYPICAL CABINETS: ANI "Custom' grade with plastic laminate tops and exposed surfaces. 5eml-exposed surfaces shall be plastic laminate except drawer shells shall be wood. SECTION 0?160 - 1PAMPFROOFIN6 A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Leaking water or bitumen. 2. Releasing from the substrate. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. ( . DAMPROOFING MATERIALS: I. DAMPPROOF MEMBRANE: "Tgvek" polyester film; or 2. FELT: A5TM D 226 Type I, No. 15 asphalt coated felts. 3. Attach domproofing to surface in single fashion, starting at the base flashing with adhesive. 4. Imbed domproofing into adhesive as necessary to securely hold In place. Staple sheet Into plywood at the top of each sheet 8 Inches on center and lap the next sheet over the staples and imbed in adhesive. SECTION 01115 - WATER REPELLENT A. PRODUCT DESCRIPTION: I. GENERAL: Water clear, fast drying, penetrating, water repellent liquid compound. 2. VEHICLE: Water -alcohol formulation. 3. SOLIDS: 511oxone formulation. B. PROPERTIES: I. REPELLENCE: No water penetration on surface as evidenced by absence of wet discoloration. 2. ADHESION: No Interference with the adhesion of sealants. If tests show Interference, mask off sealant areas, or apply repellent after sealants are installed. 3. SHEEN: Zero sheen. 4. DISCOLORATION: No change in color or tone. 5. RE515TANGE TO HOUSEHOLD CHEMICALS: A5TM D 1308; no change in color, finish or adhesion. G. APPROVED MANUFACTURERS: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. 'CP-500", Chemical Products, Oklahoma GIN, OK (800) 624-435b. 2. "Ghem-Trete-BSM', Trocal, Rockllegh, NJ Olb4l (800) 631-lb68. 3. 'Dural Treat", Dural International Corp., Deer Pdrk, NY. 11129, (516) 586-1655. 4. "Duxbac", Glover Chemical Corp., Houston, TX 11181 (113) 880-5441. 5. "511oxane' Heather Seal, Pro5o6o, Inc., Kamm GIN, K5 bblll (913) 281-2100. 6. "Ghemstop 5M5-250', Tomms Industries Go., Itasca, II 60143 (312) TO -WO. D. Follow manufacturer's recommended application procedures. SECTION 01211 - BATT AND BLANKET INSULATION G. INSTALLATION: Positively attach edges and ends to prevent gaps or openings in the vapor barrier. Install blankets with the vapor barrier to the warm side. Butt sides and edges of blankets together to avoid gaps in Insulation. Do not cover Insulation until the Installation has been inspected and approved, SECTION 01555-MODIFIED BITUMINOUS ROOFIN6 A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Peeling, cracking, blistering, alligatoring, or releasing from the substrate. 2. Softening or becoming tacky. 3. Leakage of water into the building or within the construction. B. PRECON5TRUCTION GONFERENGE: Prior to commencing work meet with following parties to discuss the roof materials, conditions and Installation procedures. I. Construction Superintendent, 2. Roof Material Manufacturer's Representatives. 3. Owner G. MATERIALS: I. Base: Single pig roof system with ( modified) white granular. 2. Install: 24 ga. paintgrip metals: coping, gutters and downspouts. 3. CANT STRIP: 18' x height required; tapered fiberglass. 4. FASTENERS: As recommended bg the roof manufacturer for substrate. 5. ROOF INSULATION: 2" rigid Perllte board mechanically fastened to plywood deck per manufacturer's printed instructions. D. INSTALLATION: I. PREPARATION: Do not Install roof until substrate is smooth, dry, and free of loose material. Remove sharp protuberances. 2. Install roof according to manufacturer's printed Instructions. 3. GLEAN -UP: Remove all roofing debris when Work is complete. A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern SECTION O'i620 - BU I LD I N6 SHEET METAL the Mork except where more restrictive Items are specified: I. Federal 5peGiflcatlon HH-1-521F, Type III. 2. American Society of Heating, Refrigeration, and Air Conditioning Engineers. 3. National Environmental Systems Contractors Association. B. INSULATION: Mineral wool or glass fiber batts or blanket conforming to E.P.A. energy conservation requirements and F5. HH-1-521F, Type III. I. UL RATING: Maximum flame spread of 25, fuel contributed of 50, and smoke developed of 50 when tested per A5TM E 84 2. THERMAL RESISTANCE: "R" values are listed In the A5HRAE Gulde for butt and blanket Insulation. Provide 6 Inch R-25 for roof and 6 Inch R-19 for walls. Provide aluminum foil laminated to one side with flanges for stapling application. A. MINIMUM COMPLIANCE 5TANDARDS: The following Documents govern the Hark except where more restrictive requirements are specified. I. Sheet Metal Manual of the Sheet Metal and Air Conditioning Gontractor's National Association (5MAGNA). B. WARRANTY: Hcrrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following: I. Leaking. 2, &Inkling. 3. Breaks or tears caused N restraint of expansion and contraction. 5P41 G. SHOP DRANIN65: Indicate size, material, and finish. Show locations and installation procedures. Include details of joints, attachments, and clearances. D. GALVANIZED SHEET STEEL MATERIAL: I. G2UALITY STANDARD: A5TM A 251, coating designation G 90. 2. FINISH: a. METAL PREPARATION: Prepare surface for painting in compliance with A5TM D 2090 recommendations. b. Prefinish sheet metal with polyester enamel finish I mil minimum thickness. E. GALVANIZED SHEET GAUGES: 24 gauge minimum. I. Clips used for attachment shall be two gauges thicker than the piece they retain. 2. FASTENERS: Galvanized, cadmium, and stainless steel. F. MATERIAL (OMPATIBILITY: Provide mutually compatible materials and fastening where in contact. If not available, isolate incompatible materials to prevent electrolysis. G. INSTALLATION: I. Prime flanges and other metal In contact with roofing membrane. 2. Bed sheet metal flanges on roof membrane with flashing cement. SECTION 0'1655 - BASE FLASH I N6 A. MATERIALS: Provide a synthetic elastomerlc compound waterproofing material with thermoplastic fibers added for extra tensile strength and tear resistance, laminated to a 'I mll vinyl film. Provide Phox Gyp+Flash as manufactured by Phox Enterprises, Inc., 11210 South Post Oak Rd., Houston, Texas 11035, (113)126-1800. B. PREPARATION: Glean surfaces free of dust, loose rust, plaster, mortar, paint droppings, and other materials that may prevent permanent adherence to the substrate. Apply primer with brush or Iambs wool roller of the rate of 250 to 350 square feet per gallon. Allow primer to dry a minimum of I hour. Remove primer from finish surfaces with Toluene or similar solvent. Use primers recommended by the manufacturer. C. INSTALLATION: Install tape at locations requiring base flashing to channel water out of weep holes. Extend membrane to within I inch of face of masonry, and a minimum of 8 inches up the vertical substrate. Lap vertical joints of f lashing tape a minimum of 2 inches. Lap horizontal joints of flashing tape a minimum of 2 Inches In direction of water flow. SECTION 01121 - ROOF CURBS A. MANUFACTURERS: I. The Pate Gompany, Broadview, IL 60153 ( 312) b81-1920, Model 5GE5 solid top and other types as shown on the Drawings. 2. ThyBar Corporation, Addison, IL b0101 (312) 543-5300. 3. Custom Curb, Inc., Chattanooga, TN 31401 (615) b29-6241. B. SIZES: Refer to Drawings for necessary sizes. G. COMPONENTS: I, HALLS: Galvanized steel. 2. HOOD NAILER5: Factory installed. D. Install curb assemblies In accordance with manufacturer's specifications. SECTION 01920 - SEALANTS AND CAULKIN6 A, WARRANTY: Warrant the Work specified herein for 2 years against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. I. Defects shall Include, but not be limited to: a. Staining from abutting materials or filler. b. Migrating, bleeding Into, or staining abutting materials. c. Unsightly surface deformation by causes other than movement. d. Excessive color change, chalking, or dust pick-up. e. Failing adhesively or cohesively. f. Hardening to more than 25% over stated hardness. 2. Warrant that sealants exposed to windloads will resist the design wlndload of the local building code with maximum stress factor on the sealant of 20 psl with a safety factor of 6 to I. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to Indicate the performance, fabrication procedures, product variations, and accessories. C. EXTERIOR 5EALANT5 AND SEALANTS FOR MOVING JOINTS: Curing type, two part bulk compounds conforming to F5. TT-5-00221E(3), or one part conforming to F5. TT-5-001543A. Provide compounds that cure or polymerize by solvent release, moisture absorption, or catalyst. I. APPROVED BASIC INGREDIENTS: Polysulfide, silicone, polyurethane, or polytremdyne terpolymer. 2. NON-AGGEPTABLE: Linseed oil or other oil base caulks, asphaltic, or coal -tar types. Acrylic, Npalon, and butyl base types. 3. SOLIDS: 9b% minimum by volume. 4. CURED HARDNESS: (Shore A durometer) Maximum of 30. D. INTERIOR SEALANTS: All exterior sealants plus the following types. I. Skinning type, bulk compounds conforming to F.S. TIF-5-001651, or A5TM 604, with active Ingredients of butyl rubber, acrylic, hypolon, and other similar palntable compounds. E. CONGEALED SEALANTS: Non -skinning, resilient (soft), preformed, or bulk compounds conforming to NAAMM Standards 55-la, 55-lb, or 55-Ic, with basic Ingredients of polybutene synthetic resins, oleoresinous compounds, or similar noncuring compounds. I. SEALANT TAPE: Preformed or extruded non -curing butyl with or without reinforcement. 2. NON-ACGEPTA13LE: Types which do not reseal if seal Is broken. F. SEALANT COLORS: I^hite, black, gray, aluminum, Ilmestone, and brown. Provide clear silicone for glass joints. G. SEALANT MANUFAGTURER5: I. Dow Corning Corporation, Midland, MI 48640 (800) 246-2345. 2. General Electric Company, Waterford NY 12188 (518) 231-3330, 3. Pecora Corporation, Harleysville, PA IL1438 (215) 123-6051. 4. Tremco, Cleveland, OH 44104 (216) 229-3000. H. ACCESSORY MATERIALS: I. BAGK-UP FILLERS: Non -absorbent, non -staining, expanded, closed cell plastic or rubber compatible with sealants used. a. NON -SUITABLE MATERIALS: Oil or bituminous types and oakum. b. SIZE AND SHAPES: Round, square, or rectangular, to fit various job conditions. 2. COMPRESSIBLE FILLER: a. "WIII-Seal", IllbruckN5A, Troy, MI 48084 (313) 585-4363. b. "Emseal', Emseal, U.5.A., Inc. Stamford, GT 06903 (203) 322-3828. 3. PRIMERS, GLEANERS, TOP( Use only materials listed as suitable in sealant manufacturer's instructions. Test for staining, compatibility, aid durability before proceeding. I. INSTALLATION: Proceed only when conditions are suitable for satisfactory performance of this Work. Follow manufacturer's printed instructions for use and installation of his products. Arrange procedures and devices to protect other Work from disfigurement and physical damage, and correct damages resulting from this Work. Prior to ordering or delivering materials, conduct adhesion test on all substrate materials. If inadequate adhesion is evidenced, consult with the Architect before proceeding. Follow the recommendations of the Sealant d Haterproofers Institute's 'SEALANTS: The Professlonal Guide' For joint design and installation details. SECTION 06112 - HOLLOW METAL DOORS AND FRAMES A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following: I. Indentations, rust, and surface defects. 2. Inadequate or misplaced hardware reinforcement. B. MINIMUM COMPLIANCE STANDARD: Provide Steel Door Institute "Standard" grade construction, details, and features. Submit shop drawings prior to construction. C. DOOR CONSTRUCTION: Provide 18 gauge flush galvanized steel insulated and bonderized and prime painted doors with water tight tops for exterior doors. D. FRAME GON5TRUCTION: Provide standard lb gauge frames preassembled and welded before delivery to the site, galvanized and prime painted, fitted with adjustable anchors, reinforced for hardware. Refer to Drawings for all jamb anchor conditions. SECTION 06525 - ALUMINUM STOREFRONT DOORS AND FRAMES A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following. I. Rough operation of moving parts. 2. Loose parts or installation. 3. Water leakage. B. PRODUCT DATA: Submit schedules, charts, literature, and Illustrations to indicate the performance, fabrication procedures, product variations, and accessories. G. APPROVED MANUFAGTURER5: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. Vlsawall - Contact Gary Cobb 1-800-BTI-1197 2. Kowneer Co. Inc., Norcross, GA 30092 (404) 449-5555. 3. Amarlite Div., ARGO Building Products, -Philadelphia, PA 19102 (215) 551-2000. 4. Mormet Corporation, Wausau, WI 54401 (715) 845-5242. D. MATERIALS: Extruded aluminum alloy 6063 T5 or comparable alloy as required for specified finish. E. DOORS: I. SWING ENTRANCE DOORS: a. Provide "Visawall Series 212" narrow stile, aluminum and glass entrance doors manufactured by Vistawall. Equivalant products of above listed manufacturers are acceptable. b. Hardware: Provide entrance doors complete with PH-12 pull and PB-I6 push bar U532 finish with continous gear hinge SL-24. c. Doors shall be pre -glazed with 1/4 ' thick fully tempered clear glass. d. Provide optional, exterior applied door bottom weatherstripping. Vlstowall 0-120 or equal. 2. CONNECTIONS: Provide bolted and welded connections, fit to a hairline joint. 3. REINFORCING: Provide reinforcing at bolted attachments. Tapped aluminum is not permitted. 4. Deliver doors to job site pre -glazed. F. FRAMING: Specifications are based upon Vistawall 2000, Isi x 4-1/2 Inch framing system, adapted to accept i in. glazing, manufactured by Vistawall Go. Equivalent products of above listed manufacturers are acceptable. 1. No exposed fasteners allowed In finished Work. Provide factory assembled framing members. 2. Framing reinforcement: Provide reinforcement, if necessary, to achieve structural requirements, including, but not limited to, resistance to specified wind loads, dead load, end edge pull-out. 3. Use x-pander splice sleeve at all splice locations. 6. GLAZING: 1/4 Inch minimum tempered glass with neoprene gasket. H. ALUMINUM FINISH: REFERENCE ARCHITECTURAL DRAWIN65. I. INSTALLATION: Irs,tall units plumb, level and in true plane. Anchor securely to abutting materials as indicated on the Drawings. Adjust for smooth quiet operation. Glean glass, frame, and abutting materials. SECTION 06665 - ALUMINUM DRIVE -THROUGH WINDOW ( OPTIONAL) A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following: I. Rough operation of moving parts. 2. Loose parts or installation. 3. Water leakage. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, Fabrication procedures, product variations, and accessories. 0 L sm C. APPROVED MANUFAGTURER5: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. Gulksery - Division of M.G.E. Systems Corp. P.O. Box 404bb, Houston, TX 11240-0466. Phone (113) 462-6231. 2. Ready Metal Manufacturing. 4500 W. 41th Street, Chicago, IL 60632. Phone - (312)316-4550. D. ALUMINUM FINISH: To match store front windows. E. INSTALLATION: Install units plumb, level and in true plane. Anchor securely to abutting materials as Indicated on the Drawings. Adjust for smooth quiet operation. Gleam glass, frame, and abutting materials. F. SUBMITTAL: include intallation literature with bid. SECTION 08100 - FINISH HARDWARE A. SUBMITTALS: I. Submit hardware schedule. 2. TEMPL.ATE5: As soon as installation schedules are returned without exception, furnish required template information to the various manufacturers for fabrication purposes. G. INSTALLATION: Install in accordance with the manufacturer's templates and printed information. Adjust closers. Check locks, latches, and other operating mechanisms for ease of operation. Provide keying as directed by the Owner. B. MINIMUM COMPLIANCE STANDARDS: The followingq Documents govern the Work except where more restrictive requirements are specified. 1. NFPA Pamphlet No. 101. 2. AN51 All-I.I. 3. NFPA No. 80. 4. UL Certification. SECTION 05800 - 6LA55 AND 6LAZIN6 A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified: I. Glass shall conform to Federal Specification 00-6-4510 and 00-6-1403B(I) qualities highest of their category. 2. Installation shall conform to requirements of Flat Glass Marketing Association "Glazing Manual". 3. Consumer Product Safety Act and the standard for architectural glazing materials (16 CRF 1201). B. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the Following: I. Thermal breakage. 2. Installation of wrong size glass. G. TEMPERED 6LA55: Tempered plate, 1/4 Inch minimum thickness, clear, or as scheduled, AN51 Zgl.l. D. INSTALLATION: Install materials in accordance with glass manufacturer's recommendations using workmen skilled in this type of work. Install glass without binding, warping, or strain. Thoroughly bed and back putty glass set with glazing beads and moldings. Where glazing beads are provided, carefully remove and reset, using caution to avoid marking or in any way defacing Work. E. GLEANING: Remove excess compound and leave glass and surrounding area clean. Glean glazing surfaces with non -staining solvent or detergent. Remove and replace Improperly set, broken, cracked, and unacceptable glass. SECTION 001266 - 6YFSUM WALLBOARD SYSTEMS A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified. I. ANSI Agl.l. 2. Gypsum Association Specifications. 3. ASTM G 154. 4. A5TM G 840. B. FRAMING: Refer to Rough Carpentry. C. WALLBOARD: Provide standard gypsum board, A5TM G 36, fire -rated board, type "G" or "X", A5TM G 36, moisture resistant board, A5TM C 650. C' D. TRIM AND ACCESSORIES: Galvanized steel, provide U56 Reinforced Our -A -Bead corner beads, U56 200-A trim, and USG OC13 expansion joints. E. APPLICATION TO WOOD FRAMING: I. LEN6TH5: Use longest practical lengths. Small pieces permitted only as necessary to fill the spaces. 2. DIRECTION: Long direction across framing except vertical application may be used on walls provided boards reach to ceiling In one piece. 3. ORDER OF APPLICATION: Ceilings first. 4. BOARD CONTACT: Apply so edges touch. Do not force fit. 5. END JOINTS: Must occur over supports. Maximum gap is 1/4 inch. 6. 5TA66ERED JOINTS: Required for partitions and ceilings so end joints do not align in any way. 1. NAILING: a. EDGE LOCATION. At least 3/8 inch from board edges. b. EDGE 5PAGIN6: 8 inches For walls;l Inches for ceiling. c. FIELD 5PAGIN6: 12 Inches on center; double nall 2 Inches from first nail. d. FIRE RATED BOARD: Refer to manufacturer's literature. F. TRIM: Provide trim where board abuts other material, where shown, and where needed to cover exposed ends of board. Provide floated flange design, except where exposed type is shown. 6. JOINT FINISHING: Float out and sand to make joint invisible when painted with untextured paint typically and tape and Fill without sanding In concealed locations. H. WORKMANSHIP TOLERANCES: I. V15UAL: Any nicks, bumps, out of level, or out of plumb areas detectable N the naked eye must be corrected. 2. WALLS: Maximum deviation from vertical is 3/8 inch. 3. BUMPS IN BOARD: I/8 in 24 Inch maximum. 4. CORNERS: Maximum out of square 3/16 Inch in 16 Inches. SECTION 001510 - CERAMIC TILE A. MINIMUM GOMPLIANGE STANDARDS: Furnish ceramic the conforming with the standard grade requirements of TGA 131.1. Provide a Master Grade Certificate signed by the Contractor and manufacturer for each type of tile, certifying the grade, type and quantity of tile, as well as Identification information for each container of ceramic tile. Provide materials obtained from a single source for each type of the and color so as to minimize variations in appearance and quality. B. MATERIALS. I. WALL TILE shall be of standard grade and quality ceramic mosaic as manufactured by: Dal -Tile Corporation Dallas, TX 15211 (214) 3618-1411 Tile shall conform to requirements of AN51 131.1 and Shall be furnished in size and color shown on the finish schedule. Supply the from other manufacturers If shown on the finish schedule. 2. ORGANIC TILE ADHESIVE (FOR WALL5): Comply with AN51 A 136.1. Provide primer -sealer as recommended by adhesive manufacturer. 3. GROUT FOR PORCELAIN TILE: Refer to Finish Schedule. 4. FLOOR TILE: Furnish the which conforms to requirements of AN51 131.1. Refer to the finish schedule for manufacturers, types, and sizes. INSTALLATION: I. Lay out tile work using field tile and trim shapes as shown. Extend the work into recesses and under equipment in spaces shown or scheduled to receive tile. Accurately form intersections and returns. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight, aligned joints. Fit the closely to electrical outlets, piping and fixtures so that plates, collars, or covers overlap tile. 2. Grout In accordance with manufacturer's recommendations and applicable AN51 standards. D. TILE DETAILS. I. EDGE5: Typically eased edges where exposed. Use bullnose only where shown. 2. INTERNAL VERTICAL GORNER5 AND GEILIN6 WALL JOINT: Square. 3. COVE BASE: Match floor tile except where shown otherwise. 4. COLOR: As selected by Architect and approved by the Owner. E. EXPAN51ON JOINTS: Substitute sealant for grout where movement may be expected. Provide sealant at the following locations: I. Expansion joints and control joints. 2. Against door frames and similar Items. 3. Around wall penetrations. F. LAYOUT: I. CENTER PATTERNS! Arrange layout so no the is smaller than half size, except when controlled N other areas. Avoid narrow slivers of tile. 2. JOINT PATTERN: Align joints In both directions when square or rectangular tile is used. Lay parallel to floors and walls. 3. HEI6HT5: Extend the to nearest height without cutting tile, where tie height Is dimensioned. 6. GLEANING: I. Leave finished tile installation clean and free of (racked, chipped, broken, unbonded, or otherwise defective work. SECTION Og510 - ACOUSTICAL CEILIN65 A. EXP05ED GRID 5Y5TEM: Provide direct hung suspension system complying with A5TM C 635, intermediate duty main runners and minimum 10 lb./lineal foot cross tees, with smooth matte white painted finish. I. WALL MOLDIN65: 15/16 Inch angle molding as manufactured by the suspension system manufacturer. 2. HAN6WIRE: 12 gauge annealed. 3. COATING: Galvananized. 4. EXP05ED FINISH: Factory flat white enamel. 5. APPROVED MANUFACTURER, Donn Corp., Westlake, OH 44I45 (216) 611-1000. B. ACOUSTIC CEILING BOARD: Vinyl faced fiberglass rJJ io 1 9 and or vinyl Faced gypsum board. OWP I. TYPE5: Refer to the Finish Schedule, b 2. SIZE: 24 Inch x 24 inch x 5/8 or 3/4 inch. •..i 0 3. NOISE REDUCTION COEFFICIENT: .50 - .60 type 1 mounting. a �; 4. SOUND TRANSMISSION CLASS: Minimum 35 to 3q db. 5. FLAME RESISTANCE. Glass A, Incombustible per F.5.. 0 • WU) 55-5-I18A. 0 6. FLAME SPREAD: Glass I (0-25) per A5TM E 84. •� to 1 500 1. APPROVED MANUFACTURERS: Use only one manufacturer's m r, p products. a. Armstrong World Industries, Inc., Atlanta, GA 3033q (404) a 6155-1688. b. The Gelotex ( orp., Tampa, FL 33601 (813) 811-4554. c. United States Gypsum Go., Chicago, IL 60606-4385 (3I2) 321-4000. G. Install suspension system in accordance with manufacturer's relevant specifications and A5TM G 636. D. 5PAGIN6 AND SUPPORT: I. Space hangers minimum 6 inches from end and 4 feet between ends. 2. Provide additional hangers for Items to be supported by ceiling suspension system to prevent eccentric deflection or rotation of support. NJ 3. Support main runners directly from hangers; do not bear on walls or partitions. d! 4. Space main runners to support acoustic panels and other Q 0 Work resting in or on the ceiling. X t 5. Interlock cross -runners with main runners. 6. Adjust suspension system every 20 feet to plus or minus 114 inch from module in both directions. E. ACOUSTIC CEILING BOARD: Install ceiling board and tile in accordance with manufacturer's specifications. F. COMPLETION: .- I. Repair or replace damaged work. 43 2. Glean premises of soiling and litter from Work specified In this Section. SECTION 096'18 - RESILIENT 5ASE A. WARRANTY. Warrant the Work specified herein for one year against becoming unserviceable or causing an objectlonable appearance resulting from either defective or nonconforming Q materials and workmanship. Defects shall include, but not be V limited to the following: I. Warping, buckling, shrinking, or cracking. 2. Softening or discoloring. 3. Coming loose. B. APPROVED MANUFAGTURER5: I. Roppe Rubber Corp., Fostoria, OH 44803 (BOO) 531-61521. 2. Burke Flooring Products, San Jose, GA 615112 ROW 2ql-3500. 3. Flexco Division of Textile Rubber Go., Tuscumbia, AL 35614 (205) 383-1414. Z G. MATERIALS: I. Material: Rubber. 2. Size: I/8 inch thick x height shown on Drawings. 3. Golor: As selected by Architect from full manufacturer's V range. D. APPLIGATION: I. Butt ends to hairline fit; avoid stretching. V 2. Place base with joints under compression and so toe continually touches flooring. t 5P6 SECTION 091g00 - PAINTING A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectlonable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to the following: I. Noticeable discoloration, streaking, blooming, darkening, or fading, 2. Mildewing. 3. Peeling, cracking, blistering, alligatoring, or releasing from the substrate. 4. Ghalking or dusting excessively. 5. Changing sheen in irregular fashion. 6. Softening or becoming tacky. B. SUBMITTALS: Submit full range of colors, patterns, textures, and finishes available for selection Including the following: I. COLOR CHIPS: Provide complete set of color chips for color selection. 2. SMALL APPLIED SAMPLES: Provide places of actual material on which paint will occur, with minimum dry mil thickness of specified paint, 3, SHEEN SAMPLES: Provide full range of varying sheens when sheens are controllable by intermixing. 4. MATERIAL LISTS: Give the manufacturer's name, product name, number, and generic description of each proposed product and its use. Provide product data sheets if so requested. G. GOLORS: Refer to Finish Schedule, D. PREPARATORY WORK: 1. PROTECTION WORK: Arrange procedures and devices to protect other Work from disfigurement and physical damage. Repair or replace materials damaged as a result of the Work of this Section. 2. STEEL AND IRON, Remove grease, oil, and dust, and touch-up chipped and abraded places on items that have been shop primed, using some type of primer. 3. CONCRETE, MASONRY: Check for high moisture and alkali content. If high alkali is present, neutralize to suitable levels. 4. SUBSTRATES GENERAL: Provide normal minor patching on surfaces provided under other sections of this Work. Excessive patching or treatment is not included in this Section of the Work. E. MANUFACTURER'S INSTRUCTIONS, Follow the manufacturer's preprinted Instructions as a minimum requirement for the use and Installation of his products. I. APPEARANCE: Provide uniform color, texture, and sheen. 2. NEATNE55: Do not smear, spatter, or run coatings over adjoining colors or materials. Gut -In Imes shall be straight, F. PAINT THICKNESS: Provide the following minimum dry film thickness per coat: I. INTERIOR: I mil. 2. EXTERIOR: a. ENAMELS ON METAL: I mil. b. ACRYLIG URETHANE GOATIN6: per manufacturer's recommendation, c. LATEX PAINTS: I mil. d. METAL PRIMERS: 15 mils. e. UNDER GOATS: 15 mils. f. OIL PAINTS: 15 mils. g. TRAFFIC LINES: 25 mils. 3. THICKNESS TEST! Use visual observation gauge that measures Y shape scratch. B. Piping shall be installed with adequate provision for ; "m k 6. COMPATIBILITY OF PAINT TYPES: Verify the compatibility of I. Complete sanitary plumbing system for the building with connections from the plumbing fixtures and P g expansion and contraction using swing joints, pipe clamps, anchors and expansion joints. Fittings shall 0 W F b each type of finish coat with shop primers and between field coats. When necessary, switch paint types or use q block equipment Indicated on the drawings to the public be so spaced that they will not interfere with sliding . y � 0I. v coat to avoid Interference between paint types, sanitary sewer Including to if necessary, or to y 9 P� y� of pipe on supports. (q i` H. TYPICAL EXTERIOR SYSTEMS private disposal system. Installation of water in and equipment pipingA. 5, Gleanouts:2, �� 01 I. GALVANIZED METAL: I coat Zinc dust, cement primer, or epoxy ester, connections including water service lines and meter if required. Gleanouts, same size as pipe, shall be installed in P P soil and waste Imes at ever change of direction and y 9 .� 0 bpP 0 0 0 2 coats Semi -gloss exterior enamel, 3. Furnish and Install plumbing fixtures as shown on 5ht. P-1. at every 50 feet of run whether shown on drawings or G G 2. STEEL OR IRON: (Regular primer N fabricator) not; and shall be accessible In cases. When occurring a U I coat Touch-up of primer. 4. Work excluded: Noted on drawings. in finished wall or floor, set flush with surrounding I coat (Intermediate) Iron oxide primer. 2. 6eneral Requirements: surface. 2 coats (Finish) 5eml-gloss exterior enamel. 3. ALUMINUM TRIM: prep/ prime per mfg'r. A. Equipment furnished shall fit the space available, with 6. Vents: I coat recommended primer connection, etc, In the required locations and with 2 coats acrylic urethane coating- adequate space for operating and servicing. The Vents shall extend not less than 10 inches through the Acryllthane by Jones Blair Paint Go, or equal. drawings are generally diagrammatic and indicate the 9s 9 y 9r' o roof. They shall gathered together where possible 4. (Traffic Imes) manner and method of the installation while the sh into one vent as shown. I coat Zone I coat Zone making paint. specifications and Fixture list denote the type and P yp 1. Flashing: quality of material and workmanship to be used. I. TYPICAL INTERIOR SYSTEMS: A. Openings in the roof for vent pipes shall be flashed I. PAINTED WOOD: 3, Piping: per` and soldered water -tight. Flashing for pipe shall not � I coat Oil base enamel undercoat. 2 coats Satin enamel. A. Sanitary Piping: be lighter than 4 lb. per sq. ft. sheet lead and shall be made of two feces. The lower piece shall be at P P d1 2. GYPSUM DRY WALL: least 14' square. The top piece shall fit tightly and Q � I coat Sealer and primer. Gast -iron no -hub pipe or Code approved plastic shall be shall extend to the top of the pipe and turn down 2 coats Oil base enamel. used for soil and vent pipe in or under concrete and Inside the pipe at least 1". 4 Q 3. STEEL: (Primed by fabricator) for vent pipe 3" and lager. Grade carefully, support 0 I coat Touch-up of primer. firmly and uniformly; adjust adjacent lengths of pipe 8, Pipe Accessories' 2 coats Semi -gloss enamel, with reference to each other. Open ends of pipe shall A. Gate Valves. 2-1/2 Inches and smaller, Crane No. 431UB be temporally closed with wood blocks at end of each or equal, screwed, 125 P51; 3 inches and larger, Grone SECTION 10810 -TOILET ROOM ACCESSORIES working day. Grades shall be not less than I/8 " per foot unless noted. Standard weight wrought steel pipe No. 351-1/4 or equal, flanged, 125 P51. In copper ` 2 A. PRODUCT DATA: Submit schedules, chats, literature, and to conform with RSA. specifications B-36. Article lines use Nlbco 5235 or equal. a Illustrations to indicate the performance, fabrication 10-Ig3q shall be used for vents with inside diameter of B. 61obe Valves. 2-1/2 Inches a d smaller, Crane No. l or N procedures, product variations, and accessories, 2-1/2" and less. equal, screwed, 125 P51; 3 Inches and lager, Crane B. MINIMUM GOMPLIANGE STANDARDS! The following Documents govern No. 351-1/4 or equal, flanged, 125 P51. In copper Q the Work except where more restrictive Items are specifled: B. Water Piping: Imes use Nibco 5235 or equal. dl 1. AN51 Alll.l, Q Gopper pipe shall be used for all water supply piping G. Valve Boxes and Valves. Valve box shall be cast Iron -_ C. APPROVED MANUFACTURERS: except service from meter to building. Type "L" had with cast iron cover secured to box with brass cap I. Bobrick Dispensers, Inc. drawn copper shall be used for pipe not set under screws. Valve shall be Iron body, bronze or brass 2. Gharles Parker Co. 3. Bradley Washfountain Ga. concrete. Type "K" soft copper shall be used for trim, wedge type, 125 pound W.P. and shall most AWWA 4. Watrous, Inc. Specifications. D. MOUNTIN6 LOCATIONS: Refer to the Drawings. When not shown, piping under concrete. Fittings shall be wrought copper throughout. Dielectric couplings shall be D. Gheck Valves, In copper lines use Nibco No. 5433 or submit manufacturer's recommendations for locations and mounting height before proceeding, Installed at any material change in system. Gut pipe equal. accurate) to measurements established at the building 9 E. Dielectric Fittings. Nonferrous, Epco Sales Co., E. INSTALLATION; Securely fasten each item to prevent and work Into place without springing or forcing, Pipe Gleveland, Ohio, or equal, at all connections between dfslocatlon or vandalism. Attach each item plumb aid level and fittings shall be free from burrs, and fins; and copper pipe and ferrous pipe and equipment. In the locatlore Indicated. pipe ends reamed and cleaned, Joints shall be soldered with streamline 95/5 solder. F. Provide trap primers for nearest sink or lavatory to O DIVISION 15 - MECHAN I CAL hub drains or floor drains equal to J. R. Smith I. Work Included: 4. Pipe Hangers and Supports: "Prlmeze". A. Provide materials, equipment, labor and services A. Horizontal suspending piping shall be supported by q. Fixtures: necessary for the installation and placing into Crawford Fig, L2 or equal adjustable steel ring hangers V operation a complete plumbing and piping system as with solid rod supported and turnbuckles capable of A. Fixtures shall include brackets, cleats and anchors L specified and shown on the drawings. crew adjustments after Installation. Hanger spacing required for support. B. The work in general shall consist of, but Is not for cast iron pipe shall not be greater than 5 feet; B. All plumbing fixtures shall be "first quality" as limited to, the following: for other pipe, not greater than 10 feet. Dangers defined and set forth in commercial standard G5-36 as shall be provided at offsets and changes In direction. promulgated by the U5. Department of Commerce. All Hanger rods shall be 3/8 ° for pipe under 3', 1/2 " for enameled Iron fixtures are to have acid resisting white pipe above 3°. enamel. S� 1 I 1 I 1 1 G. Fixtures and fittings shall be from one manufacturer 13. Access Panels: 3. (A � k arnJ and of similar character in room or location. Escutcheons, handles, etc., on different fixtures shall A. Furnish access panels where Indicated on drawings and Equipment and Material: 2. Manual shows methods of fabrication, dampers, � (w b be of the same design. All fixtures and fittings Shall where required to permit access to concealed equipment for operation, maintenance and repair. Access panelsp A. In no case Shall Smaller equipment be Installed than that lowers, air Intakes, etc. Use the Manual unless manufactured products are specified. p ,� p 01 be submitted for approval with cuts and full aPP description. All exposed metal not otherwl5e specified shall be sized for service, however, not less than 10" x 10", complete with frame, anchor straps, hinged 4. specified or Indicated, Ducts: 3. Use fibrous glass I" thick standard duty duct board. (� I u 11 �Nl shall be polished chromium on brass or bronze. All door with screwdriver or key -lock and finished coating 4. Hangers ands orts are to be accordin to Plate uPP g G 0 supply valves shall have renewable seats and discs. All hot and cold water supplies to fixtures shall be of paint, unless otherwise noted on drawings. These panels Shall be turned over to the General Contractor A. Ducts shall be fabricated by skilled mechanics and No. 20 of Manual. F. Roof Gurbt HVAG units. s a � 0 by G provided with stops. Provide cast brass P-traps with for as construction progresses, with instructions as to Installed In a workmanllke manner. G cleanout each lavatory and sink except as specifically noted. their proper locations. Transitions, fittings and elbows shall be constructed to a� ~ U13, B. Acce55 panels shall be Zurn #Z-1316, or #Z-13i1, or offer a minimum of noise and resistance. Where space 5, Insulation: D. After plumbing fixtures are set the crack between the J. R. Smith #4160, or #4165. permits, elbows shall have a radius of I-I/2 times the fixture and the wall shall be caulked carefully with 14. Excavatin g width (or depth) and transitions shall be gradual with A. 5upply ducts outside of the conditioned spaces shall be as manufactured by American Fluresite Company Tr approved or approved equal. A. Perform necessaryexcavatingand backfillin for Inside g changes not exceeding In in 4". When structural conditions necessitate, fittings and elbows insulated with 2° of #15 Ultralite or equal with the insulation securely wired on with overlapping joints so and outside plumbing lines and accessories. Excavating shall be true to line and pitch. Backfill shall be shall be made sharply as required but with vanes as recommended that there are no voids. Raw edges of insulation shall E. Connections to Equipment: P I. Contractor placed in layers not over 8" in depth, each layer ASHRAF 6ulde. Right angle branch take -offs to illes g►' �d registers from the main shall be be sealed. shall make Plumbing and piping P 9 P P ng properly moistened solidi iron tam ed, or otherwise Pr Pe y y P made with the use of extractors, connections to equipment specified to be furnished compacted to a density of not less than that of B. The inside of the supply and return ducts from the air by Owner or under other sections of these Specifications, except final connections to air with water to adjacent undisturbed earth. PuddlingC• achieve co action will not be permitted. See P Ducts shall be securely Supported with strap Iron or aP conditioner shall be lined from the air handling equipment to a dlstance of 10' from the unit, or as HJ conditioning and heating equipment. 50ficlent Section 02230, angles, 6enerally ducts shall be Supported from overhead members. Indicated on the drawings, wlth Ultrallte #300 - 1/2 " approved air chambers shall be Installed to thick, or approved duct liner acoustical board. This prevent water hammer. After completion of work, 15. Tests and Inspectlons: D. Sheet Metal Duct Work: material shall be fitted carefully on the inside of the X exposed fixtures, equipment and pipe shall be A. The completed systems shall be tested In accordance duct and Shall be fastened on with cement Supplemented by 0 thoroughly cleaned. with regulating authority or under direction of Owner I. Sheet metal work shall be In accordance with screws and washers on top and sides of duct or use to be ro erl vibration fiberglass 9 ducts. Equipment P P y 0 (n 10. Pipe Insulation: or his representative, detalls Shown in latest edition of 'Low Veloclty isolated so as to minimize equipment operating noise A. Domestic hot water pipe and droln piping from water Duct Construction Standards" referred to as "Manual", and published by Sheet Metal and Air transmission. O coolers shall be Insulated with 1/2 " thickness foamed plastic insulation equal to Armstrong, Johns -Manville DIVISION 15500 - AIR GOND I T I ON I N6 Conditioning Contractors' Natlonal Association, Washington, D,Cy unless otherwise indicated, G. All insulation wank shall cperformed r recognized Insulation contractor specializing In commercial and Q or Gustin-Bacon. Insulation shall be applied in industrial projects, installed in accordance with _P accordance with manufacturer's recommendations. Miter I. Work Included: 2. Manual shows methods of fabrication, dampers, manufacturer's recommendations. to cut insulation to fit pipe fittings. Seal all joints lowers, air Intakes, etc. Use the Morwal unless In the insulation with approved cement. A. Provide materials, equipment, labor and services for manufactured products are Specified. D. Insulation, vapor barrier, adhesive, sealer and covering 0 B. Where shown on the Drawings or required N governmental the inStallatton and placing into operation of a complete heating and cooling system as specified or 3• Use low carbon galvanized steel of lock forming Installed lining or covering shall possess a flame spread classification not exceeding 25 without evidence 40 _ agencies having jurisdiction, at lavatories for indicated. quality, with minimum galvanizing of 1.25 ounces of continued progressive combustion and a smoke developed handicapped persons provlde Johns -Manville "Aerotube" per square foot with name of manufacturer and trade rating not exceeding 50. Flame Spread and smoke Insulation, with paint coating, on hot water supply, 5. The work in general shall consist of, but Is not Warne stamped on eac h sheet, developed test procedures shall comply with A5TM E34T and V tailpiece, and trap, limited to the following: shall be U.L. listed accordingly. II. Sleeves: 4. Flexible connections, For all duct connections to 6. Ventilation: A. Pie sleeves shall be Schedule 40 steel pipe galvanized after cuttingto length or 14 gauge fabricated eel g g g 1. Equipment as specified together with necessary ducts, grilles, registers, controls, piping, low each fan provide Ventglas (Ventfabrlcs, Inc), or equal, neoprene coated glass fabric, flexible A. Provide supply and exhaust fans of the size and type galvanized after fabrication. Install wherever g e fans voltage ers, control writing, Stand hang g, g, g, s connections, minimum 4 Inches wide with at least I Inch slack. indicated. All fans and ducts shall operate without objectionable vibration or noise. The motor or entire I throw floors or walls above or below Pe asses P P grade. Size sleeves to allow minimum clearance between equipment supports, flashing at equipment, duct and pipe insulation, unless otherwise noted. P P assembly shall be Isolated from the structure with pipe and Sleeve or between insulation and sleeve, Use Related Work: Openings for ducts, S. Hangers and supports. Use band Iron hangers for ducts 36° or smaller In width bend approved type of 1501ation absorbers. oakum caulking between pipe and sleeve, sealed with a hot poured plastic waterproof compound. Anchor sleeves .2. grilles, registers electric service to the equipment (ex( each hanger over on bottom of duct as In Plate No, 18 and B. Power roof exhausters shall have a Steel frame and Z In walls and floors. Floor sleeves to extend °above control wlrin and finished aintin painting. fasten with metal screw. Use trapeze ha ers, for ducts greater than 36" In aluminum or fiberglass housing. Fans shall be direct drive or vee belt driven using cast iron sheaves. The 0 i/4 floor. 12. 2. General Requirements: wldth,� motor sheave shall be variable itch for lus or minus P p ` Water Heater: E, Fiberglass Duct Work: 10 percent variation from rated speed. The entire A. Install as per manuf, recommendations. A. Equipment furnished shall fit the space available, with rotating assembly and motor of each fan shall be isolated connection, etc., In the required location and the I. Fiberglass duct work shall be In accordance with 9 to prevent the transmisston of vibration into the L adequate space for operating and servicing. The drawings detalls shown In latest edition of "Fibrous 6Ia5s structure, The hood covering the fan motor and drive are generally diagrammatic and indicate the manner and Duct Construction Standards" referred to as shall be hinged and provided with an approved locking method of the Installation while the specifications and 'Manual", and published by Sheet Metal and Air device to fasten hood in closed and open positions. 131rd equipment list denote the type and quality of material Conditioning Contractors' National A55oclatlon, screen of 1/2 " aluminum hardware cloth shall be provided and workmanship to be used. Washl ton, D,G,, n9 unless otherwl5e indicated. for all fan outlets. Self-acting dampers are required. sp8 Provide nonfuslble disconnect switch at each fan. 1 1 1 1 1 1 1 1. Registers, Diffusers, and Grilles: A. Registers, diffusers and grilles shall be furnished and Installed in sizes and at locations shown on the drawings. Accessories such as dampers, air volume extractors shall be provided as noted on the drawings. Registers shall be equipped with a gasket behind the face flange which shall make on air tight seal between the outlet and the wall. Outlets shall have sufficient evenly spaced mounting screws to permit drawing the face flange tightly against the mounting surface, and compressing the gasket material into on air -tight seal without bending or bowing the Face flange of the outlet All outlets shall be installed plumb, level and parallel to the building walls or floors. b. Electric Wiring; A. Mechanical equipment having electric motors shall be Furnished with necessary control devices for the protection of each motor and for automatic and/or manual control. B. Electric wiring Is included under the electrical section of the specifications except low voltage control wiring. The Contractor shall furnish temperature control, magnetic starter, and other control switches and devices to the electrical Installer. Room thermostat and control switches shall be furnished as shown or directed, and controls, relays, starters and wiring shall conform to the governing electrical codes. q. Excavation, Gutting and Fitting: A. Perform the excavation, cutting, fitting, repairing, and finishing of the work necessary for the installatlon of the equipment specified herein In accordance with 02220. No cutting of the work of other trades or of any structural member shall be done without the consent of the designing Engineer. 10. Final Tests: A. Before .acceptance and final payment, demonstrate that all apparatus is functioning properly and efficiently. Balance air quantities for even temperature throughout, adjust controls, and in general place the system into operation. 5tart-ups for the first heating and the first cooling season shall be performed as part of the contract. II. Guarantee: A. The Gontractor shall guarantee all material and equipment to be free from defect of material and workmanship and shall replace or repair without cost to the Owner all defective material and workmanship for a period of one year. 12. Instructions: A. Contractor shall instruct the Owner in the proper operation and maintenance of the equipment. SECTION 16000 — ELECTRICAL SYSTEM I. Work Included: A. Provide materials, equipment, labor and services necessary for the installation and placing into operation of a complete electrical system as specified or Indicated, B. The work In general shall consist of, but is not limited to, the following: I. Furnishing and installing fixtures with lamps, unless noted otherwise. 2. Furnishing and installing electrical work, panels, service conduit, wiring, etc., for outlets and equipment. 3. Furnishing and Installing telephone outlets, condults, wire and terminal boards Including conduit and wire from telephone terminal board to the building entrance as Indicated. 4, Temporary Gonstructlon Power, Furnish and Install temporary construction power wiring as required to provide sufficient power and lighting for construction needs. Obtain temporary electrical service In the name of the Owner. Provide temporary IlghtN as required by Occupational Safety and Health Act for Adequate Illumination for coretrvctlon and safety purposes in accordance with Section 01500. 2. General Requirements: A. Equipment furnished shall fit the space avallable, with connection, etc., in the required locations and with adequate space for operating and servicing. The drawings are generally diagrammatic and indicate the manner and method of the Installation while the specifications and fixture list denote the type and quality of materials and workmanship to be used. 3. Equipment and Material: A. Materials Furnished under this contract shall be new, free from defects of any character, and shall conform with the standards of the Underwriters Laboratories, Inc., In every case where such a standard has been established, and shall be so labeled. B. Mere two or more similar type Items are furnished, all shall be of the same manufacturer, a g., disconnect switches shall be of the same manufacturer unless otherwise noted. G. Material and installation methods used shall be in accord with the latest and approved electrical and mechanical engineering practices. 4. Service Entrance Equipment: A. Service entrance equipment shall be in accordance with the requirements of the Municipal Governing Body and shop drawings shall be submitted to the serving Utility for approval by some. 5, Ponelboards: A. Each panel shall be provided with door lock and two keys, keyed alike. Each panel shall be provided with typewritten sheet Installed on door, identifying the use of the branch circuit. Panels shall be flush mounted except as otherwise indicated. Panels shall have copper bussing as manufactured by Square D, ITE, Cutler Hammer. b, Gonduit: A. Electrical Metallic Tubing: May be used for wiring not run in or under concrete or earth or In grouted walls. B. Galvanized or 5herardlzed Steel shall be used for wiring in or under concrete or earth. Gondult in earth coated and wrapped with Ployken 400 tape or code approved PVG. G. All conduit above grade to be metallic composition. 1. Wire: A. Soft drawn annealed copper having conductivlty of not less than 98% of that of pure copper, uniform in cross section, free from flaws, scales and other imperfectlons. I. Insulation: Type THHN for branch wiring of size #6 and smaller and as specified for feeders. Use Insulated wire from recessed fixture outlet to Junction box. 2. 51zes: No wire smaller than #12 shall be installed for lighting receptacles, or other circults. 3. Grounded Conductors: No smaller than #8 copper encased in rlgid steel conduit. b. Miscellaneous Materials: A. Safety Switches: Heavy duty and general duty as required and/or as noted on drawings. Use NEMA-I for interior use and NEMA-3 for exterior use. B. Fuses: Busman Mfg. G. Conduit Straps: Heavy gauge steel snap -on type. D. Conduit: Equal to Rigid Clifton (hot dipped galvanized) and Electrical Metallic Tubing. E. Electrical Metallic Tubing Fittings: Equal to T I B and/or Briegel. G. Flexible conduit and fittings: Equal to California Conduit and Gable Company, Inc. H. Liquid tight conduit and fittings for all exterior and equipment connections. I. Outlet boxes, plaster rings, etc.: Equal to RAGO. J. Gondulets: Equal to Grouse -Hinds. K. Wire and Gable: Equal to general cable and/or simplex. L. Devices: Equal to Hubbell, switches 1220 receptacles (5262-1). M. Device plates: 'slater '5ta-Kleen', and 'Medollst Flip -Lid' for weatherproof locations. END OF 5PEGIFIGAWN5 1 F. Rigid conduit locknuts and bushings: Equal to T 4 B. BUILDING PERMIT ` a,;WOE 1101 TEXA5 AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . Property Address . . . Property ID . . . . . . R# . . . . . . . . . . Application description Subdivision Name . . . Property Use . . . . . Property Zoning . . . . Application valuation . . . . 03-00002190 Date 7/31/03 . . . 2307 TEXAS AVE S . . . 372500-0001-0013 . . . R88267 . . . SLAB ONLY COMMERCIAL . . . KIRKPATRICK . . . UNKNOWN . . . 86000 Owner ------------------------ H & B INVESTMENT LP 1404 TEXAS AVE S COLLEGE STATION TX 77840 Contractor PREMIER BUILDERS CHARLES TAYLOR 1700 GEORGE BUSH DR E #100 COLLEGE STATION TX 77840 (979) 695-7766 ------ Structure Information SLAB ONLY ----- ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . SS Permit Fee . . . . 404.00 Plan Check Fee .00 Issue Date . . . . 7/31/03 Valuation . . . . 86000 Expiration Date . . 1/28/04 Qty Unit Charge Per Extension BASE FEE 260.00 36.00 4.0000 THOU BLDG, VAL 50001-100000 144.00 ---------------------------------------------------------------------------- Special Notes and Comments Per section R106.3.3, 2000 IRC and section 106.3.3 2000 IBC, proceed with foundation work at own risk w/out assurance that further permits will be issued. POST PERMIT CARD ON JOB SITE PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" CITY INSTALL 350.00 WATER TAP 3/4" CITY INSTL 1200.00 Fee summary Charged Permit Fee Total 404.00 Plan Check Total .00 Other Fee Total 1550.00 Grand Total 1954.00 ------------------- BUILDING DE APPLICANT: Paid Credited Due ------------------------------ 404.00 .00 .00 .00 .00 .00 1550.00 .00 .00 1954.00 .00 .00 BUILDING PERMIT © CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 03-00002190 BUILDING DEPT REPRESENTATIVE:, APPLICANT: Page 2 Date 7/31/03 TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . Property Address . . . . Property ID R# . . . . . . . Application description Subdivision Name . . . . Property Use . . . . . . Property Zoning . . . . . Application valuation . . . 03-00002192 . 2307 TEXAS AVE S 372500-0001-0013 . R88267 TEMP POLE KIRKPATRICK OWN INQNMI?okiI C�7 Date 7/31/03 Owner Contractor ------------------------ H & B INVESTMENT LP ------------------------ PREMIER BUILDERS 1404 TEXAS AVE S CHARLES TAYLOR COLLEGE STATION TX 77840 1700 GEORGE BUSH DR E #100 COLLEGE STATION TX 77840 (979) 695-7766 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . SS Permit Fee . . . . 20.00 Issue Date . . . . 7/31/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 Fee summary Charged Paid Credited -------------------- Due ---------- ----------------- Permit Fee Total ---------- 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 -------------- - -------- BUILDING DEPT REPRESENTATIVE: _ /��` • APPLICANT: CITY OF COLLEGE STATION WORK ,QUEST PAGE 1 REQ/JOB: WF0438890 / U01 PROJECT: REQUEST DATE: 7/31/03 PRINT DATE: 7/31/03 CREW: PRINT TIME: 14:53:10 SCHSTART.DATT/31/03 LOCATION: 2307 TEXAS AVE S 99999 COMPLETION: 7/31/03 GEN. LOC: COLLEGE STATION LOC ID: 126962 REF NBR: REQ DEPT: DE -BUILDING INSPECTION PRIORITY: NORMAL REQUESTOR: PREMIER BUILDERS, INC. ORIGIN: CUSTOMER -WALK IN USER ID: SSTANLEY AUTH: SSTANLEY WORK TYPE: ROUTINE 2 3/4" WATER 1 3/4" WATER FOR IRRIGATION 4" SEWER 2 3/4" WATER 1 3/4" WATER FOR IRRIGATION 4" SEWER Category code CS -CUSTOMER SERVICES CSCS Task code: SET UP NEW UTILITY ACCT SET Facility ID Assigned Department: OT-CUSTOMER SERVICE Y APPLICATION FOP. BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX W W W.CI.COLLEG ESTATION.TX.US For DYKE Use Orgy DATE.-U %� Q�f APPUCA71ON # Q r TEMP POLE # v ADDRESS/LOCATION: >Z 3 C) -1 e. X cS� A V aJ 11 Lk c S 0 t. C 4- IA - LOT BLOCK SUBDIVISION K 1 -' K i2 QJ r --'� < BUSINESS/OWNER NAME: �� � e PHONE: � `1 � a L � `T IL.a�r r � pp CONTRACTOR/HOMEOWNER: �t-ev✓l rl �r %L�, I ew s _ d�-rc, PHONE: 015 CONTRACTOR ADDRESS: l�i_C� ���F z + �,ai t U y �� ELECTRICIAN: _ �e� ��� �� _ .� ��� re'� PLUMBER: A ' I r HVAC: GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF (Total/Partial) ADDITION MOVING (SHELL _ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY, DUPLEX (Landscape Plans Req) REMODEL/RENOVATION SWIMMING -POOL DESCRIPTION OF WORK: IV) !S# CL1 C,,L_(LjfLA&It a Y-) Q-r-% ©� Dar�Ci,��. STRUCTURE USE: r r���. C� r'n i`r� as e� R b\�'.S Oifl leA �,_a'V_ .S" HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ A 3 9'3-7 83 VALUATION: $ (A . TOTAL AREA ,2 C HEATED AREA: L (Cost dT Labor and Materials) ° PUBLIC SEWER SEPTIC/TREATMENT SYSTEM 19"SEWER TAP: SIZE o [A'WATER TAP: _ "J.4 SIZE OTHER TAP: � S¢E TEMP POLE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: GARAGE TYPE: SINGLE a DOUBLE a TRIPLE ATTACHED DETACHED F__j CARPORT a SIGNATURE OF APPLICANT: Official Use Only gompnts: L L L ES, or NO Plans Examiner Zoning Official Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC Glazing U-Factor R value of ductwork A/C SEER rating