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IN ---STORE LOCATION T E1 I, \ e/ '®, INj Q 1 PROJECT SIZE & TYPE SHEET DESCRIPTION o r"� 42'WIDTH X 23'-4" DEPTH CAR WASH CWCS CAR WASH COVER SHEET X XN o o GROSS AREA 982 U M DESCRIPTION CAR WASH, NEW CONSTRCUTION N p p OCCUPANCY USE GROUP °` o a, a N BUSINESS GROUP B OCCUPANCY LOAD (REFERENCE SHEET AI.5FOR OCCUPANCY CALCULATIONS) -J CWA1.0 CAR WASH FLOOR PLAN X X ROOM NO. USE USE CLASS SIZE SQFT SQFT/PERSON PERSONS CWA2.0 CAR WASH EXTERIOR ELEVATIONS X X 101 CAR WASH B 690 100 7 U CWA3.0 CAR WASH WALL SECTIONS X X 102 EQUIP RM B 292 100 3 H CWA3.1 CAR WASH WALL SECTIONS X X U CWA4.0 CAR WASH BLDG SECTIONS, WALL TYPES AND MATERIALS X X Q CWA5.0 CAR WASH REFLECTED CEILING AND ROOF PLAN X X OJcn w CWES1:0 CAR WASH EQUIPMENT SPECIFICATIONS 06ILL v U Q CWM1.O CAR WASH HEATING SYSTEMS v U EGRESS WIDTH CALCULATIONS • GRADING & SITEWORK. (SHALL BE SUBMITTED SEPARATELY FOR PERMIT BY SITE DEVELOPER) • CONSTRUCTION OF A ONE STORY, CAR WASH. • EXTERIOR SIGNAGE. (SHALL BE SUBMITTED SEPARATELY FOR PERMIT BY SIGN VENDOR) • SEE DRAWINGS FOR FULL SCOPE OF WORK FOR ENTIRE PROJECT. THIS SUMMARY DOES NOT CHANGE OR SUPERSEDE WHAT IS SHOWN IN DRAWINGS. OWNER: CREIGHTON COMMERCIAL DEVELOPMENT ELECTRICAL ENGINEER: 900 SW PINE ISLAND ROAD, SUITE 202 CUHACI & PETERSON, ARCHITECTS CAPE CORAL, FL 33991 ENGINEERS, PLANNERS CONTACT: MATT ROSS 1925 PROSPECT AVENUE PHONE: (239) 210-0455 ORLANDO, FL 32814 EMAIL: MROSS@CREIGHTONDEV.COM PHONE: 407.661.9100 FAX: 407.661.9101 ARCHITECT: CONTACT: KIM HAROLD CUHACHI & PETERSON, ARCH. & ENG., LLC EMAIL: KIM.HAROLD@C-P.COM En ter 1925 PROSPECT AVE. ORLANDO, FL 32814 PHONE: 407.661.9100 MECHANICAL PLUMBING ENGINEER: FAX: 407.661.9101 CUHACI & PETERSON, ARCHITECTS CONTACT: JEFF SUCHAN ENGINEERS, PLANNERS PROJECT ARCHITECT 1925 PROSPECT AVENUE EMAIL: JEFF.SUCHAN@C-P.COM ORLANDO, FL 32814 PHONE: 407.661.9100 FAX: 407.661.9101 CONSTRUCTION: CONTACT: ERIC CROSS CREIGHTON,COMMERCIAL DEVELOPMENT EMAIL: ERIC.CROSS@C-P.COM EARANCE ea 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 CONTACT: MATT ROSS PHONE: (239) 210-0455 EMAIL: MROSS@CREIGHTONDEV.COM b NOTE: CONTACT THE CONSTRUCTION PROJECT MANAGER FOR ALL RFI'S, QUESTIONS REGARDING BIDDING, OR FOR A LIST OF GENERAL CONTRACTORS. CODE I ST LU _/ O GV Z Lu 05 Z 8 0 0 M 2 M M ZCDLL. iDW v2 9 WCL 0 a W Vo< rn U U _I LL LLJ U w a_ 1— 0 ILL I� z= WZu- >� °� Lou Lu M W W W n W WEF- 00 tizw a s W z a U W L Z o w W N 0 LLI N N N O Z � Lli Q C7 O ofQ a o o W _ U w—VV LEGEND XX EGRESS PATH DIRECTION & WIDTH (INCHES) EXIT DIRECTION EMERGENCY LIGHTING. RE: ELECTRICAL WALL TYPES 5/8" STUCCO DIRECT APPLIED 8X8X16 LIGHT 8X8X16 LIGHT WEIGI WEIGHT CMU (REF. STRUCTURAL) (REF. STRUCTURAL) EXTERIOR i INTERIOR C EXTERIOR WALL C EXTERIOR WALL W (EQUIPMENT ROOM) (WASH BAY) 2„ 4'-0" 2„ a 4 1$ ti LOUVER WITH INSECT SCREEN HOLLOW METAL ENTRY DOOR Al 2 HOLLOW METAL EQUIPMENT KEYNOTES 10. DOWNSPOUT; REFERENCE ELEVATIONS SHEET CWA2. 2❑. 4" STRAIGHT BOLLARD CONC FILLED TYP OF (4) 10'-0„ a 3 ROLLING OVERHEAD DOOR GENERAL NOTES 1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION PROJECT MANAGER, 2. GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS, AND SITE GRADES PRIOR TO START OF WORK: 3. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. 4. ALL EXTERIOR WALL' DIMENSIONS ON THE PLANS UNLESS OTHERWISE NOTED ARE TO OUTSIDE FACE OF SIP, CMU BLOCK OR STRUCTURAL SHEATHING. DOOR SCHEDULE MATERIALS DOOR FRAME J cn w W w Y ot3 W }} F as? ~ Z 0 Z > g 2 J a DOOR O a O O w NUMBER ROOM NAME = WIDTH HEIGHT o a ` _ a g COMMENTS 101A WASH BAY 3 - 10'-0" 10' - 0" 1 3/4" X X MANUAL WITH PADLOCK ON HASP 101 B WASH BAY _ 3 - 10'-0.1 10' - 0" 1 3/4" X X MANUAL WITH PADLOCK ON HASP 102A IEQUIPMENT RM I 1 1 11 3/4" XI X IWITH VENT 102B 1EQUIPMENT RM 1 2 1 2 T-0" 17P - 0" 113/4"1 IX I X NOTES: WASH BAY DOOR FROM OVERHEAD DOOR COMPANY MODEL #421 WITH BAKED ENAMAL PRIMER. FIELD PAINT DOOR TO MATCH BUILDING. FLORIDA PRODUCT APPROVAL #29619.1 HARDWARE SET NO.1 (ENTRY DOOR) A FA RI ITTC TA174A A-1 /9" Y A-1 /9"':,PIDD 9Rfl AA2{CIAIRICV 3R MICE I NTY ZoN N W N o Z W N W a 0 S Q O OA O CWSIM 2 A3. CWA3.- 2 1 4 CWA3. CWA3. ST-1 j ST-1 „ „ O ST-1 METAL CAP SANDING SEAM 30 x40 F ST 1 ME FOR AR RA CAR i F T.O. PARAPET LASHING METAL AWNIN G PROMOTIONS, _ _ � _ O IONS COORDINATE — - - T PARAPET METAL CAP .O. P T EXACT L - y�- OCATION W/SIGN T.O. PARAPET _ _ ST-1 COMPANY 20 .0' FLASHING T.O. PARAPET -_ . 8, _ 8„ EQ ST-2 Q EQ ST2IEQ 18, ST 2 ST 2 � �� EXir sic, �A SIGNX12"'MANUFACTURER - FRIEZE/MEDALLION FRIEZE/MEDALLION CAR WASH r ---- -- ----- ---- ---- - � _..—. __ -�--- ------ ----- ST 2 B Xt WASH BAY ROLL UP DOORS ST-3 1 8"x2" EIFS BANDING ST 2 ST_3 BetaLED WALL PACK i EXTERIOR LIGHTS ST 3 i ST-2 4" BOLLARD SAME HEIGHT BetaLED WALL PACK EXTERIORAIGHTS T_O OVERHEAD DOOR AS COIN BOX BetaLED \_.', UNITEC C-START -_ .. - ST-2 COIN BOX ENTRANCE ST-3 ST-3 DRYER TIMER EXIT W/STAND BetaLED WALL PACK R41.9„ ST-2 ST 2 ST•2 5 EXTERIOR LIGHTS RQ = 36x84 EQUIPMENT ROOM T 2 — — SECURITY DOOR WITH ST-2 ST-3 ST-3 ST-3 - - _ HOLLOW METAL FRAME s _ _ ®® -�FINISH TRANSITION EIFS WATER TABLE — 102E EIFS WATER TABLE _Q„ — - - \ - FINISH TRANSITION ST-1 T.0 FINISH FLOOR p„� 1 T O FINISH FLOOR OFRONT SIDE EXIT SIDE A O z 1 i 1 2 4 3 1 � I CWA3. CW i CWA3. CWA3. CWA3.' A3. ST-1 ST-1 ST-1 METAL CAP ST NDING SEAM ST 1 - — METAL CAP T.O. PARAPET � (LASHING ' M TAL AWNING 20' - 0" T.O: PARAPET _ _ FLASHING ST-t 30"x40" FRAME FOR CAR WASH 20' - 0" - LO. PARAPET PROMOTIONS, COORDINATE T. - PARAPET _ _ - — - - - - 18' - 8" EQ EQ - EXACT LOCATION W/SIGN ST-2 EQ EQ 18' - 8' 00 ST-2 � COMPANY.. 62" X 12„ ,ENTER' SI GN BY _ FRIEZE/MEDALLION — SIGN MANUFACTURER 0WASH BAY ROLL UP DOORS FRIEZE/MEDALLION ED ST-3 ST-2 ST_2 BetaLED WALL PACK ST-2 E n t E r ST-2 IDEAL SHIELD HANGING ST-3 EXTERIOR 8 x2 EIFS BANDING EX O LIGHTS � CLEARANCE BAR BetaLED WALL PACK BetaLED WALL PACK / ST-2 EXTERIOR LIGHTS EXTERIOR LIGHTS /�/ _- - 4" BOLLARD SAME HEIGHT AS COIN BOX 30"x40" FRAME FOR CAR WASH DRYER TIMER EXIT 8 ST-3 ENTRANCE UNITEC C-START �, -- PROMOTIONS, COORDINATE W/STAND ST-3 9 gyp• COIN BOX EXACT LOCATION W/SIGN ST-2 CLEARANCE as COMPANY ST-2 $T-2 48"x84" FRAME FOR CAR - -- WASH INSTRUCTIONS,LD I I ST-3 COORDINATE EXACT ST-2 m EIFS WATER TABLE O -- ,- -` _- 8T-3 y LOCATION W/SIGN COMPANY ST-2 r ST-3 -6 FINISH TRANSITION— _.-- _ - - -� F FINISH TRANSITION_ - EIFS WATER TABLE — COW TONGUE DRAIN O OVERFLOW OUTLET ST•1 = T-1 -- $T.2 ST-1 ST-2 ST-1 F?. c� m SST 1 T.O._FINISH FLOOR - M p„ O. FINISH FLOOR Al IE IFS ARCHED TRIM p„ 0BACK SIDE 1/4"_11_0„ ENTRANCE SIDE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC (�o N ZI_ Q O O0' 0: V _Z! g W a �Ni W UCD U Vi Z LL LLJ O w w I N Z N N N W N w O ¢ w ¢U' 20 GA. PREFINISHED DARK BRONZE %— METAL PARAPET CAP T� 18'-8" 5/8" STUCCO ON RIGID WA3 OPP WIRE CUT INSULATION SECTION E-E LAP SINGLE PLY MEMBRANE ROOFING AT t4'-0" ABOVE ROOF DECK AS REQUIRED BY BACK LIT FASCIA ROOFING MANUFACTURER 7- SIGNAGE PER SIGNAGE CONTRACTOR;UNDER SECTION D-D SEPARATE PERMIT. SEALANT SECTION''-C-C ------SINGLE PLY MEMBRANE - ROOFING SYSTEM, RUN UP SEALANT , — AND OVER TOP i A DETAIL B i WA3. i 1 4„ D LjD \ A 11 k E EDECK _ K-BEARING ISO DETAIL SEALANT CSI D4.5 LONG SPAN DETAIL A ALUM CONDUCTOR HEAD METAL ROOF DECKING I_ 5/8" STUCCO DIRECT hills SINGLE PLY MEMBRANE APPLIED TO 8" CMU - ROOFING -_-- SEALANT PRECAST LINTEL SEALANT .063 PRE -FINISHED ALUM 2'-0" PRE -FINISHED ALUM WIDE OVERFLOW SCUPPER JOINT TYPE A - SET IN PLASTIC CEMENT DOWNSPOUT JOINT TYPE B SINGLE PLY MEMBRANE ROOFING SEALANT ' F—T EPDXY PAINT OVER CMU 1" 1'-0" - 5/8" STUCCO DIRE. CT X 2'-2" WDE �� APPLY TO CMU ST-1 • .063 PRE -FIN ALUM CONDUCTOR HEAD 7' _y 8" CMU DOWNSPOUT EQUIPMENT ROOM STUCCO CONTINUOUS - ��SEALANT BEAD - v" PRECAST LINTEL 16" WIDE X 8" HIGH, - .063 PRE -FINISHED - ALUMINUM JOINT TYPE "A" SCUPPER - iy c — SINGLE PLY - MEMBRANE c ROOFINGi' i REINFORCED POURED / REF STRUCTURAL h FINISH CONCRETE FLOOR SLAB - — — �SH FLOOR _ JOINT TYPE "B" FOUNDATION / B.U.R. f, ' STRUCTURAL E 20" WIDE x 12" DEEP DRAWINGS x 12" HIGH .063 PRE -FINISHED ALUM COLLECTOR CONTINUOUS SEALANT BEAD e SCUPPER DETAIL A ALL SECTION 5 20 GA. PREFINISHED SIM DARK BRONZE WA3. METAL PARAPET CAP 5 - 20 GA. PREFINISHED 2 WA3. DARK BRONZE 5/8" STUCCO ON RIGID — METAL PARAPET CAP SINGLE PLY MEMBRANE — WIRE CUT INSULATION ROOFING SYSTEM, RUN UP AND OVER TOP - h — 5/8" STUCCO ON RIGID WIRE CUT INSULATION Q , LAP SINGLE PLY MEMBRANE ROOFING AT t4'-0" ABOVE ROOF DECK AS REQUIRED BY ROOFING MANUFACTURER BACK LIT FASCIA BACK LIT FASCIA SIGNAGE PER SIGNAGE - SIGNAGE PER SIGNAGE SEPARATE PERMIT. CONTRACT OR; UNDER __ CONTRACTOR;UNDER Q SEPARATE PERMIT. h FINISH FLOOR 7/8" STUCCO ON GALV. MTL. LATH OVER WEATHER CST AL LONG SPAN BARRIER ON 5/8" COX ST-1 METAL ROOF DECKING DECK BEARING _ EDGE OF DECK ANGLE, 3 VARIY ES W/SLOPE SEE STRUCTURAL DWGS. WA4 OPP MSI D4.5 LONG SPAN _ ETAL ROOF DECKING GE OF DECK ANGLE, Q 5/8" STUCCO ON RIGID SEE STRUCTURAL DWGS. WIRE CUT INSULATION 8° CMU 6" PRE-ENGINEERED GALV. MTL. STUDS AT 16" O.C. SEE B/DAWNING STRUCTURAL DRAWINGS _ i� EPDXY PAINT OVER CMU - - EPDXY PAINT OVER CMU STANDING SEAM METAL - AWNING, G.C. T PROVIDE S&S SHOP DRAWINGS FROM STATE REG. ENGINEER TO THE ARCHITECT FOR - 1 REVIEW AND AS NEEDED - SEE STRUCTURAL DWGS. FOR PERMITTING FOR ALL CELL IN -FILL, KNOCK -OUT BLOCKS, PRE -CAST LINTELS AND ° REINFORCING, TYP h T 43/8" DOOR OPNG -- 5/8" STUCCO DIRECT APPLY TO CMU r ST4 8" CMU b a a EQUIPMENT ROOM EQUIPMENT ROOM - s 5/8" STUCCO ON RIGID WIRE CUT INSULATION - 4 DOOR THRESHOLD SET IN COUNTERSUNK 1/4"x2" FULL BED OF SEALANT _ SLEEOVEANCHORS AT REINFORCED POURED - REINFORCED POURED CONCRETE FLOOR SLAB - CONCRETE FLOOR SLAB - - REF STRUCTURAL - REF STRUCTURAL FINISH FLOOR FINISH FLOOR 01_0" 0" FOUNDATION / FOUNDATION / FOOTINGS, SEE FOOTINGS, SEE STRUCTURAL _ STRUCTURAL DRAWINGS _ DRAWINGS - OWALL SECTION WALL SECTION 8 2 3/4"=11-0" 10 33/4"=1'-D" REVIEWED FOR CODE COMPLIANG ST. LUCIE COUNT"' BOCC z O 1 N Z N F_ N Lou ¢o o x 0 20 GA. PREFINISHED - DARK BRONZE METAL PARAPET CAP T.O_. CMU 2•0" 5/8" STUCCO ON RIGID 5 WIRE CUT INSULATION WA3. SIM 20 GA. PREFINISHED DARK BRONZE - - - — - -_ 1 METAL PARAPET CAP Q _ T.O. CMU SIM WA3. 5/8" STUCCO ON RIGID _ WIRE CUT INSULATION LAP SINGLE PLY MEMBRANE ROOFING AT f4'-0" ABOVE -- ROOF DECK AS REQUIRED BY LAP SINGLE PLY MEMBRANE ROOFING MANUFACTURER 7/8" STUCCO ON GALV. ROOFING AT i4'-0" ABOVE MTL. LATH OVER WEA Q ROOF DECK AS REQUIRED BY BARRIER ON 5/8" COX 20 GA. PREFINISHED DARK BRONZE -- -- METAL PARAPET CAP 18 hhT.O.CMU_ - .._r 5 5/8" STUCCO ON RIGID I ° . I WA3. OPP WIRE CUT INSULATION -- LAP SINGLE PLY MEMBRANE ROOFING AT t4'-0" ABOVE ROOF DECK AS REQUIRED BY N ROOFING MANUFACTURER BACK LIT FASCIA ROOFING MANUFACTURER _ BACK LIT FASCIA SIGNAGE PER SIGNAGE SINGLE PLY MEMBRANE SIGNAGE PER SIGNAGE CONTRACTOR; UNDER ROOFING SYSTEM, RUN UP CONTRACTOR; UNDER SEPARATE PERMIT. _ AND OVER TOP SEPARATE PERMIT. A- 6" PRE-ENGINEERED GALV. a MTL. STUDS AT 16' D.C. SEE — _ _ B� 0. STUCCO SINGLE PLY MEMBRANE STRUCTURAL DRAWINGS —SINGLE14-10 ROOFING SYSTEM, RUN UP PLY MEMBRANE it AND OVER TOP 3 ROOFING SYSTEM; RUN UP `= DRIP SCREED WA4 AND OVER TOP _ - OVERFLOW SCUPPER W - INLET - - - - - 5/8" STUCCO DIRECT ( -- - - -- - - - - - 2 APPLY TO CMU ST-1 r _ _ CSI D4.5 LONG SPAN - METAL ROOF DECKING NICHIHA FIBER CEMENT _ _ DES CK BEARING _ Y DECK BEARING - - - WALL PANEL VARIES W/ SLOPE CSI D4.5 LONG SPAN IJ DECK BEARING _ - METAL ROOF DECKING 1 12 8 - EDGE OF DECK ANGLE, 8„ CMU 5/8" STUCCO ON RIGID - CSI D4.5 LONG SPAN SEE STRUCTURAL DWGS. WIRE CUT INSULATION - �. = METAL ROOF DECKING EPDXY PAINT OVER CMU CSI D4.5 LONG SPAN -- - - -- METAL ROOF DECKING SEE STRUCTURAL DWGS. - FOR ALL CELL IN -FILL, g o KNOCK -OUT BLOCKS, COILING OVERHEAD Y \ PRE -CAST LINTELS AND DOOR o ' , REINFORCING, TYP s N 6 ° I , LTI w DOOR OPNG BIO AWNI 1G - - 1 10,_0« a O EPDXY PAINT 0 ER CMU EPDXY PAINT OVER CMU STANDING SEAM METAL — AWNING, G.C.T PROVIDE - Z S&S SHOP DRAWINGS FROM € rn STATE REG. ENGINEER TO s O o M THE ARCHITECT FOR g LL 7/8" STUCCO ON GALV. 8" CMU REVIEW AND AS NEEDED s f 11 Q z MTL. LATH OVER WEATHER - FOR PERMITTING - w `_/ a O BARRIER ON 5/8' COX ST-1 i LIJ � C) _ EPDXY PAINT OVER CMU j, EPDXY PAINT OVER CMU �/ o LU a w Uo< 5/8" STUCCO DIRECT A' APPLY TO CMU ST-1 - LL Ii _ R ui 8" CMU - U m w EQUIPMENT ROOM EQUIPMENT ROC M -- EQUIPMENT ROOM „ WASH AY - z AS 6 WASH Y a S BA 8 CMU - Y w O O_ - LL I 5/8" STUCCO ON RIGID Ellc z _j L u WIRE CUT INSULATION -- I j«I Y j > .4 U � w — a J00—. J s LuE� � Q COW TONGUE DRAIN OVERFLOW OUTLET --- 2 L Z _ cn CONTINUE EPDXY PAINT W REINFORCED POURED REINFORCED POURED a� REINFORCED POURED CONCRETE FLOOR SLAB - ON CONCRETE SLAB MIN. CONCRETE FLOOR SLAB - REINFORCED POURED ONCRETE FLOOR SLAB - REF STRUCTURAL 6". REF STRUCTURAL 5 _ CONCRETE FLOOR SLAB - C LREF STRUCTURAL REF STRUCTURAL" FINISH FLOOR_ FINISH FLOOR FINISH FLOOR FINISH FLOOR E FOUNDATION ! ti FOUNDATION / s e FOUNDATION / e a . a FOOTINGS, SEE FOOTINGS, SEE` FOOTINGS, SEE FOUNDATION / STRUCTURAL STRUCTURAL STRUCTURAL FOOTINGS, SEE DRAWINGS - DRAWINGS DRAWINGS STRUCTURAL a 9 e- DRAWINGS a e . ° a. l S 4 WALL SECTION 3 WALL SECTION WALL SECTION WALL SECTION 3/4" = 1'_0^ O 3/4„ = 1,_O„ G 1 3/411 _ 11_01, 3/4„ _ 11_0,1 - e 5/8" STUCCO DIRECT U APPLY TO CMU 1'-7" +1- 20 GA. PREFINISHED ° 2x PT WOOD BLOCKING, DARK BRONZE ° CONC. LINTEL (REFER TO METAL PARAPET CAP STRUCT. DWGS.) SECURE TO BOND BEAM W/ 1/4" DIA. 6" LONG TAPCONS AT 16" SECURE 3/4" COX TO BLOCKING PROVIDE WHITE Q O.C. MAX. (COUNTERSINK) 1/4" PER FT W/ (2) 2" LONG #8 WOOD SLOPE TO ROOF SCREWS AT 16" O.C. MAX. It PRE -FINISHED ALUM. '� 5/8" STUCCO ON 1"THK SECURE CONT. WIND CLIPS TO _ CLOSURE FOAM INSULATION (MECH. BLOCKING AT 16" O.C. MAX. d' Q00 U M c Oc FASTEN TO CMU - SECURE CUNT. WIND CLIPS TO - BLOCKING AT 16" O.C. MAX. 12,_0„ A.F.F. (HIDDEN FASTENER) Y MASONRY BEARING m `r SEE STRUCTURAL DWGS. FOR - 4 ---- PVC DRIP ALL CELL IN -FILL, KNOCK -OUT WIRE CUT RIDGED INSULATION BLOCKS, PRE -CAST LINTELS o STUCCO HEAD AND REINFORCING, TYP a` 5/8" STUCCO AND JAMB U Si DOOR TRACK 77 I r I M o I 0 P W C7 W z = U � o U wz ui O a$' u� aLu Q N0 c O I Z t H p N N Z Y QQ (PAINT) ROOFING SYSTEM, RUN UP JAMB BRACKETS AND OVER TOP (PAINT) 8" CMU 5/8" DIRECT REVIEWED k'"'uti 1 n, n APPLIED STUCCO V \I L1 OCOILING DOOR DETAIL WALL DETAIL CODE COMPLIANC YYY /// 3. O ST. LUCIE COUN BOCCi FILL BOLLAR^ WITH CONCI CROWN TOF 4" SCH 40 BL PIPE BY G.0 PAINT TO M/ STORE 6" REINFOR( CONCRETE PAVEMENT CONCRETE FOOTING 12" X 36" SONOTUBE OBOLLARD DETAIL , /2" = 11_0.1 INTERIOR MATERIALS SCHEDULE MATERIAL EXTERIOR MATERIALS SCHEDULE (NOT ALL MATERIALS IN SCHEDULE ARE USED) CLASS (NOT ALL MATERIALS IN SCHEDULE ARE USED) N MATERIAL MANUF.-COLOR NQ• MATERIAL MANUF.-COLOR- Fd-1 FIBER CEMENT PANEL NICHIHA - COMPOSITE WALL A MR-1 MEMBRANE ROOFING DUROLAST - WHITE PANELS - SANDSTONE ` P-3 EXTERIOR HM DOORS, SHERWIN WILLIAMS P 1 EPDXY PAINT STONHARD. STONECLAD COOL SHALE FRAMES, TRASH SEAL SKIN SW 7675 ENCLOSURE GATE, _ C GRAVEL GUARDS, SC-1 SEALED CONCRETE GRIND, SEAL & POLISH CONCRETE- SALT AND LIGHT POLES & PEPPER FINISH C -- --- - ----- ---- -- - P-6 EXTERIOR BOLLARDS SHERWIN WILLIAMS - SEAL SKIN SW 7675 — --- S-1 ALUMINUM KAWNEER - 451T VG NO E: NOT ALL MATERIALS HAVE SMOKE INDEX RATINGS BASED ON THICKNESS. STOREFRONT GLAZING RE ERENCE FBC 803.2 THICKNESS EXEMPTION. STEEL ANGLE CLIP - HANGER PER MANUF SECURE TO BOND BEAM -- W/ 1/4" DIA. 3 1/4" LONG TAPCONS - SLEEVES AT BOLTS TYP STANDING SEAM . 5/8" STUCCO DIRECT -- APPLY TO CMU 1" ALUMINUM FRAME ❑ _- NOTE: GC TO PROVIDE SIGNED AND SEALED SHOP DRAWINGS FOR ARCHITECTURAL APPROVAL AWNING DETAIL METAL CAP FLASHING Y STANDING METAL AWN STUCCO ON �f CBUILDING SECTION 1 1/2" = T_0° 0 N N �N C>C) V M 01 O� 06 w 0 Id a_� w 2 � N s c� CD VJN z H ® U) U Q U E = i Q 270 € O Q M CAP � I Z ch � � � NG _coLL � LD � z W w�O s z �v)w $ a' w 73 o¢ UCF,C) � o ING SEAM AWNING Vi O w U) V z w J Wm I rw^ x . 0 ON CMU •_ :.,. �.r t s6 � e s z S E ffi x N N� o B w Z o' H w g B4 ui Z 0 O �aa 8 0 m ppN a Z Np N �o N Z J W c¢"3 N W O U REVIEWED FOR CODE COMPLIANCE CWA4. ST. LUCIE COUNTY BOCC CAR WASH ROOF PLAN 1/4" = 11_01, n QCAR WASH REFLECTED CEILING PLAN j�;D 1/4" = 1+_0+ N 1❑ EPDM SINGLE -PLY ROOFING MATERIAL OVER POLYISO CLOSED CELL RIGID BOARD INSULATION (3" MIN) OVER 1/2" EXTERIOR SHEATHING AND CSI D4.5 LONG SPAN METAL ROOF DECKING (OR APPROVED EQUAL) NOT USED 3� 6" CANT TYP. 4� SCUPPER BOXES AND DOWNSPOUTS (TYP.) 5❑ RUUD BETALED WALL PACK LIGHTING SEC-EDG-3M-WM (10 LOCATIONS) REF ELEC 12" WIDE PVC LINER PANEL CEILING FINISH @ WASH BAY ONLY RUN PANEL PERPENDICULAR TO DECKING U � m o o o p t`r— v\o w VJN N Z Lli OQ Q 0o' Oz M z CJ M TNL.L 1' ^ w J a Nw�0o z I..f_ u) w IJ_ d W VoQ m U v J LL w U w w O LL 1 Z�J w Z LZ Y '6 U W a U w W�� 1 p0 Z LL a of As • ,I I \Ilk tl1 �o N Z cv 0 N N W> N o Z bi ¢ W U & w 0 a a a o v CWA5.0 SPECIALTY PLUMBING FIXTURE SCHEDULE PLUMBING SYMBOLS ' s SANITARY SEWER —CIE— UNIONS FLOOR SINK TAG FIXTURE MANUFACTURER MODEL DESCRIPTION NOTES WHA HAM WATERHAMMER ID SUX CHIEF 652A CONFORM TO PDI WH-201, ASSE 10101 TEMP TO 250'F, 1 GW GREASE WASTE C ELBOW - TURNED DOWN —0FCO FLOOR CLEANOUT ARRESTOR MAX 350 PSIG WORKING PRESSURE --- TRAP PRIMER SIOUX CHIEF 695 BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS DOMESTIC COLD WATER 0--- ELBOW - TURNED UP �YCO YARD CLEANOUT INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER, --- REDUCED PRESSURE WILKINS 975XL BRONZE BODY, WITH SHUT-OFF VALVES, Y STRAINER, DOMESTIC HOT WATER v TEE - TURNED DOWN —�{FPWH FREEZE PROOF WALL HYDRANT BACKFLOW PREVENTER AND TEST COCKS, CAST IRON FLOOR DRAIN, TWO-PIECE BODY WITH DOUBLE —�2M RECLAIM WATER LINE �^j TEE -TURNED UP —p B HOSE BIBB DRAINAGE FLANGE, WEJLOC INVERTIBLE NON -PUNCTURING FD FLOOR DRAIN JOSAM 3000-5A-50 FLASHING COLLAR, WEEPHDLES, BOTTOM OUTLET AND ADJUSTABLE RO R.O. WATER LINE Fri--- BALL VALVE �+dCO WALL CLEANOUT SATIN NIKALOY ROUND SUPER-FLO STRAINER. (OBSERVE TWO PIPE SIZE CHANGES OF DRAINS WHERE FLOOR DRAIN NOT —AIR— AIR LINE ADC SHUT-OFF VALVE IN VERTICAL L GAS PRESSURE REGULATOR` DIRECTLY VENETEDJ INCLUDE #88250-90 PRIMER VALVE (OR EQUIVALENT) TO TIE TO COLDWATER LINE BELOW SINK. --G NATURAL GAS --�`�i'�1— BACKFLOW PREVENTER.. —i�� GAS COCK HD HUB DRAIN - - SIZE SPECIFIED ON 'DRAWINGS 2 TANK C❑NFIGURATION FOR 5 MICRON FS FLOOR SINK JOSAM 49323A-LF-3 CAST IRON 12' X 12' FLOOR SINK WITH 3" DRAIN CONNECTION. CAST IRON 1/2 GRATE AND ALUMINUM INTERNAL DOME STRAINER. PLUMBING VENT QO FD FLOOR DRAIN WATER METER PUR-WATER RECOVERY SYSTEMS ADJUSTABLE CAST IRON FLOOR CLEAN -OUT WITH INSIDE CAULK 55000 OUTLET, COATED CAST IRON INTERNAL CLEAN -OUT WITH LEAD R THIS IS THE SUGGESTED IDEAL CONFIGURATION FOR 30 GPM LOW VOLUME 5 MICRON PUR-WATER SYSTEM. FCO FLOOR CLEANOUT JOSAM & SEAL, SATIN TOP, BRASS RIM, AND BRASS SCORIATED 2 PUR-WATER RECOGNIZES THE FACT THAT SEPTIC TANKS ARE A LOCAL BUSINESS AND NOT ALL AREAS WILL HAVE THESE 55000-1 COVERPLATE FOR LIGHT TRAFFIC, SECURED TO PLUG BY CONFIGURATIONS, THIS DRAWING IS OFFERED AS A GUIDLINE ONLY, IF YOU HAVE ANY QUESTIONS ABOUT A SIZE OR COUNTERSUNK SCREW FOR INSTALLATION FLUSH WITH FINISHED CONFIGURATION OF TANKS IN YOUR AREA, PLEASE CONTACT PUR-WATER AT 800-882-8854 FLOOR, 6' DRAIN TO SEWER © BACK FLOW PREVENTI REQUIRED IN IS NOTES; 1, SIZE PER MANUFACTURER'S RECOMMENDATION. 2, CLEANOUT SHALL BE SAME SIZE AS PIPE BEING SERVED, .. O .. 3, THIS SCHEDULE IS COMPREHENSIVE, ALL MARKS MAY OR MAY NOT BE USED ON PLANS. 6 INLET FROM CATCH O 6000 r CWP1.0 - PLUMBING CHART BASIN IN CAR WASH => r O REFERENCE PIPE 7 00 NUMBER SIZE DESCRIPTION ORIGIN TERMINUS NOTES 18 2' UNDERGROUND SUCTION WALL NEXT TO UNDERGROUND 40 GPM FLDW LINES TO PURE -WATER PURE-WATER PITS 19 V OZONE / AERATION LINE WALL NEXT TO UNDERGROUND N/A 3.0 3A FROM TANK 2 PURE -WATER PITS 144.0 Fw. Dlrectbn 20 2' UNDERGROUND LINE FROM WALL NEXT TO UNDERGROUND N/A AND TRAP / COLLECTIO PURE -WATER PITSi TO PURWATER RECOVERY SYSTEM (2) 2' SCH 80 PVC SUCTION LINES, ONE TO SERVE AS A SPARE. LINES PIT © ARE STRAPPED TO THE TANK WALL. INSTALL SCH 80 UNIONS ABOVE THE WATERLINE TO ALLOW SERVICING (D (1) V SCH 80 PVC LINE TO SERVE AS A CONDUIT FOR (4) GAUGE WIRES (TWO ARE SPARES) OF EACH SUCTION LINE. TERMINATE SUCTION LINES W/ FULL FLOW FLAPPER CHECK VALVES (PURWATER TERMINAITED IN A WATER TIGHT JUNCTION BOX ABOVE THER.WATER LINE TO PURWATER RECLAIM SYSTEM 22. 1' UNDERGROUND PLUMBING EQUIPMENT NEAR UNDERCAR -N/A SUPPLIED). NO SPRING LOADED FOOT VALVES FOR FLOAT CONTROLS. LINE ROOM FLOOR ® PURWATER PROVIDED (1) LOW -LOW SAFETY LEVEL FLOAT SHOULD BE MOUNTED SO THAT IT WILL BE IN THE DOWN POSITION 8' ABOVE THE BOTTOM OF THE FLAPPER CHECK. THIS FLOAT CONTROLS THE SAFETY ® (1) V SCH 80 UNDERFLOW LINE FROM THE BOTTOM OF THE RECLAIM LINE SHOULD BE LEVEL, OR PREFERRABLY, SLOPE FROM THE SYSTEM CYCLONE SEPARATOR. THIS RECLAIM SYSTEM TO THE CAR WASH CATCH - FUNCTION TO PROTECT THE PUMP FROM A LOW WATER SITUATION. BASIN OR THE FIRST COMPARTMENT OF TANK 1. RACS RA GENERAL NOTES Q (1) 1' SCH 80 AIR SPARGER M OZONE RECIRCULATION LINE. s USE 6' PIPE AS INTERCONNECT PIPING BETWEEN COMPARTMENTS DIMENSIONS ARE TO PIPE INVERTS. AND BETWEEN TANKS. ELEVATION FOR AIR SPARGER SYSTEMS, ALLOW THE SPARGER TO BE 6-12' ABOVE THE WATER LINE. MOUNT IN THE MANWAY, IF POSSIBLE, TO ALLOW ACCESS FOR MAINTENANCE. FOR OZONE SYSTEMS, PLUMB THE LINE WITH A TEE, ON THE WET END, 24' UP FROM THE BOTTOM OF THE Qi (1)6' SCH 80 PVC PIPE TO BE ROUTED TO SEWER OR OIL PREVENTION FROM THE SEWER IS REQUIRED. CONSULT WITH ATER SEPARATOR. NOTE. BACK FLOW .LOCAL AUTHORITIES IN WHETHER FURTHER - A. CONTRACTOR SHALL VERIFY THAT. ALL TANK. NOTES TREATMENT (I.E. OIL/WATER SEPARATION IS REQUIRED TO MET DISCHARGE PERMIT). PIPING TYPES AND SIZES MEET LOCAL DRAWING IS FOR REFERENCE ONLY AND IS. TO BE USED FOR PLUMBING REFERENCE. CONSULT WITH TANK MANUFACTURER FOR TANK LOADS. CODE, CONSULT WITH CIVIL ENGINEER FOR SOIL PREPARATION AND TANK PLACEMENT. SEAL ALL TANK PENETRATIONS TO PROVIDE WATER TIGHT SEAL TO PREVENT TANK LEAKAGE INTO SOIL B. WHEN DEEP FROST LOCATIONS ARE - LINE TO SEWER TO HAVE BACK FLOW PREVENTION. CONSULT WITH LOCAL AUTHORITIES ON WHETHER FURTHER TREATMENT (.E.OIL/WATER. SEPARATOR IS ENCOUNTERED, ROUTE SANITARY LINES REQUIRED TO MEET DISCHARGE PERMIT). APPROX. TANK VOLUME IS 1500 GALLONS PER TANK, EACH TANK IS DIVIDED BY INTERNAL BAFFLE TOTAL WATER STORAGE S APPROX. 3000 GALLONS. .UNDER BUILDING AS MUCH AS .POSSIBLE.. C. PROVIDE PVC SLEEVE FOR ALL COLD/HOT WATER FLOOR PIPE PENETRATIONS, MAKE -Fen .1 SLEEVE LARGE ENOUGH FOR INSULATION, SEAL WIIH OKAY MANIIC AND ENSURE OF NO WATER PENETRATIONS, D. FURNISH AND INSTALL WATTS 8A VACUUM BREAKER ON ANY THREADED EXTERIOR OR INTERIOR FAUCETS, E. ALL WATER SHUT OFF VALVES SHALL BE BALL LOCK TYPE: PROVIDE SHUT-OFF VALVES ASSOCIATED EQUIPMENT.TERM INATION POINT - .,,F. VERIFY GRADE OF INCOMING SANITARY SEWER BEFORE INSTALLATION OF SYSTEM, G. PROVIDE TRAP PRIMERS AND 1/2' COPPER TUBING CONNECTION TO ALL FLOOR DRAINS, r H. PITCH WASTE LINES AT 1/4' PER FOOT 1 MINIMUM, I I 1 L INSTALL WATER PIPING ON INSIDE OF 7. EXTERIOR WALL INSULATION TO PREVENT 2 FREEZING. .0. YCO LL y CO 6"0 4„O SS p D D. MIN - 2" AF D. MIN 2" AFF HD. MIN HD. MIN 2" AFF 0 0 kmiaO TO TANK 1 "AFF R/O TO TANK 1 O.S E THRU VIALL L FOR 8" VC O O TIMER 0 o a 1 II II i I� IIII IIII I1 I SEE CIVIL DRAWINGS - - - _ - - - - - - -- - - - - - FOR - -- - - O ALL i I I I I UNDERGROUND I 1 DRAIN I 11 O I 1 1 1 I I I I O I I ROUTING. I I I III I I I- - J L _ J IL J -^ice F L-_______-J L--______-pm m � 0 o ❑ I i 1 i � I 1 I I r--n -J ----- ----I r--------�---- I I r- IIIIQ--I--i-r----- 71-1 r--gip- --1 F-- ---�1 =- - --- - --� OUT TO SS b I o * a l-q a [ :J 1 I 1 1 " ' I " " WATER RECOVERY SYSTEM L_______J I I I.I I I I I I I I f i - 750GLOILIWATER I L--____J L____-_J I I L__ J L_--___J I 1 „- , INTERCEPTOR L_______________J L__— __—________J Scale: 1/4 -1-� RECLAIM PIT 2 e RECLAIM PIT 1 (APPROX.1500 GAL) (APPROX.1500 GAL) � g �N 00 U I U a 0 n. •• U :+ 0 00 o -,Oa,a�w V7JN L W F- O Q C Z 0 CO � �U 0 W J Z Q w n- O Z �/�LU a W Uma 0 U LL W U Of w a- F_ Or- o f I.L. z Z uJ- LLI /`' LL Lumw JIxLu gm LU Wof�- 1 pw 2 Z LL a U ti Lu U z IZ z Q j ~ LNu ui II L. w x rn W 2 LU N Z N o m N Z U o Y U W c� W o �m Uu� o a o v PLUMBING CHART PLUMBING CHART REFERENCE NUMBER SIZE DESCRIPTION ORIGIN TERMINUS THREADING/ VALVE AT ORIGIN THREADING/ VALVE AT TERMINUS NOTES REFERENCE NUMBER SIZE DESCRIPTION ORIGIN TERMINUS THREADING/ VALVE AT ORIGIN THREADING/ VALVE AT TERMINUS NOTES O 3/8" AIR TO OFF -BOARD CHEMICAL COMPRESSED AIR WALL NEXT TO N/A 3/8" FPT SHUT-OFF 1 SCFM, 80 PSI MIN, 150 t5 1" RO WATER TO WASH BAY WALL PURCLEAN R.O. EQUIPMENT ROOM TERMINATE WITH 1" FPT SHUT-OFF N/A STATION SUPPLY PUMP BOX VALVE PSI MAX UNIT WALL 1 FPT VALVE 3/8' AIR TO TRIFOAM DETERGENT PUMP COMPRESSED AIR WALL NEXT TO N/A 3/8" FPT SHUT-OFF 1 SCFM, 80 PSI MIN, 150 16 2" RECLAIM WATER TO WASH BAY WALL NEXT TO EQUIPMENT ROOM TERMINATE WITH TERMINATE WITH 2" THIS MAY BE HOSE O BOX SUPPLY PUMP BOX VALVE PSI MAX WALL PURCLEAN R.O. WALL 2" FPT FPT CONNECTED 2^ UNDERGROUND SUCTION LINES TO WALL NEXT TO UNDERGROUND PITS TERMINATE WITH TERMINATE WITH 2" 40 GPM FLOW ULTRACLEAR ULTRACLEAR 2" FPT FPT O 3/8" AIR TO WASH BAY WALL COMPRESSED AIR SUPPLY RIGHT WASH BAY WALL N/A 3/8" FPT SHIN -OFF VALVE 5, SCFM, 100 PSI MIN, 125 PSI MAX 18 1" UNDERFLOW LINE TO FIRST COMPARTMENT OF TANK 1 INGROUND LINE FROM RECLAIM UNDERGROUND PITS TERMINATE WITH 1" FPT TERMINATE WITH 1 FPT 1" SCHEDULE 80 PVC PIPE TO USED O 3/4" FRESH WATER TO OFF -BOARD CHEMICAL STATION INCOMING FRESH WATER WALL NEXT TO CHEM STATION N/A 3/4" FPT SHUT-OFF VALVE 20 GPM 0 40 PSI MIN, 125 PSI MAX 19 1" AIR SPARGER OR OZONE RECIRCULATION LINE INGROUND LINE FROM RECLAIM UNDERGROUND PITS TERMINATE WITH 1" FPT TERMINATE WITH 1 FPT 1" SCHEDULE 80 PVC PIPE TO BE USED 3/4" FRESH WATER TO TRIFOAM INCOMING FRESH WALL NEXT TO N/A 3/4" FPT SHUT-OFF 1.5 GPM 0 40 PSI MIN, 12 20 1" UNDERGROUND CHASE FOR WIRING INGROUND LINE FLOAT SWITCHES N/A N/A - 1" PVC PIPE TO BE USED O DETERGENT PUMP BOX WATER PUMP BOX VALVE PSI MAX TO FLOAT SWITCHES FROM RECLAIM O 3/4" FRESH WATER TO REJECT/CAPTURE TANK EQUIPMENT ROOM WALL NEXT TO 300 GALLON TANK N/A 3/4" FPT SHUT-OFF VALVE N/A I 21 1" RECLAIM WATER TO UNDERCAR MANIFOLD WALL NEXT TO ULTRACLEAR VALVE ASSY/ WALL MOUNTED TERMINATE WITH 1" FPT rERMINATE WITH 1" FPT THIS MAY BE HOSE CONNECTED 10 1" FRESH WATER TO WASH BAY WALL INCOMING FRESH LEFT WASH BAY N/A 1" FPT SHUT-OFF 35 GPM ® 40 PSI MIN, 40 22 1" UNDERGROUND PLUMBING LINE EQUIPMENT ROOM NEAR UNDERCAR TERMINATE WITH FERMINATE WITH 1" N/A & WATER WALL VALVE GPM 0150 PSI MAX FLOOR 1" FPT FPT 3/4" FRESH WATER TO WASH BAY WALL 3/4" FPT SHUT-OFF VALVE 23 1/2" EYEWASH SUPPLY LINE INCOMING FRESH WATER EQUIPMENT ROOM WALL N/A TERMINATE WITH 1/2" NPT N/A O FRESH WATER TO PURCLEAN RECLAIM SYSTEM INCOMING FRESH WATER WALL NEXT TO ULTRACLEAR N/A 1" FPT SHUT-OFF VALVE 15 GPM 0 40 PSI MIN (4 FL FROM THE FLOOR) 24 1- 1/4" EYEWASH DRAIN LINE EQUIPMENT ROOM WALL EQUIPMENT ROOM FLOOR N/A ERMINAIE WITH 1-1/1" NPT N/A 12 (2) FRESH WATER TO INCOMING FRESH WALL NEXT TO N/A 3/4" FPT SHUT-OFF 8 GPM 0 30 PSI MIN 1" PURCLEAN R.O. SYSTEM WATER RAINMAKER VALVE (1 LINE FOR R.O. SYSTEM, 1 LINE FOR AUTOMATIC BYPASS) HOSE BIBA REDUCED PRESSURE BACKFLOW PREVENTER. PIPE ROUTING SHOWN IS SCHEMATIC. ADJUST TO SUTFE ACTUAL FIELD CONDITIONS. INSTALL REDUCED PRESSURE BACKFLOW PREVENTER IN HORIZONTAL COORDINATE BACKFLOW PREVENTER AND WATER METER REQUIREMENTS WITH LOCAL AHJ. WATER METER, COORDINATE EXACT REQUIREMENTS WITH LOCAL AHJ. UNION TYP MAIN SHUT OFF VALVE AIR GAP FITTING, TY ROUTE TO FLOOR DRAIN. PVC SLEEVE IN FLOOR ONE SIZE LARGER THAN COPPER PIPE. CAULK AT FLOOR FLOOR PENETRATION. PRESSURE REDUCING VALVE. FOUNDATION, ROUTE REQUIRED IF PRESSURE EXCEEDS DOMESTIC WATER SERVICE 80PSI. SET TO 70 PSI. BENEATH FOOTINGS TYPE K COPPER TUBING BELOW SLAB 2 PLUMBING NTS 12 24 23' 16 9 6 8 10 3 4 11 7 25 # _+ v-1 a �a—oa—o a-�a—o M_t—Mj— K W a--RW—aw ---- RN a _l=w a �Q 18 19 20 17 W. I22 \\ �� � �iw. ■ w—Rw�-arx Rw—rL �—=Rw TIMER -�w--Rw--Rw+-aw—Rwtw—. err RwRw--Rw�rwHRU ALL —RN—Rw—eww=mvRw WFC \^ aw—Rw—mW—uw --Rw I1 LIIL _Tjj+--�- i II IIII IIII �-_I I I II IIII IIII _I� IIII illl II I I I I I I IL JIIL —— JI"I�-- JI L-------_-J �---____--J L-- __-__- 26� I m m m m I 0 AIR LINE—e—v—v—v— ° R.O. WATER LINE-oa—oaa—oa— '�� ° FRESH WATER LINE v�- ° RECLAIM WATER LINE I i i I L — — — — — — — — — — — — — — — — — — — — — — — — -------------� O as REVIEWED • R • !' , - . p f BOCC N 00 O O Q' �w cod �Oaa�w N 03 N N bA U N Cie VJN zw H ® o Z8 ® p J � w (— z �� ED f z r�/ z U �mC.? 3 LL Lei 0 1 . . e W e II� OIL LL z W Z tJi Y >.5U w a Wpm JWw UwLu 0� ' Z O cc a. \`��rrurrirrii p J: Ouj a a; 2- n O; a E W z N N N N m N 0 3: � W Y U u�l. ULu ul ¢i¢ rY tL Q 0 K 0 S U SECTION 1513PLUMBING CONTRACT SHALL BE IN STRICT COMPLIANCE WITH AND APPROVED. AFTER TESTING AND APPROVAL, PROVIDE SERVICE PIPING AND ACCESSORIES BUILDING SHALL BE HUBLESS CAST IRON SOIL CURRENT APPLICABLE STANDARDS A SET FORTH BACKFILL TRENCHES IN LAYERS OF WELL -TAMPED REQUIRED TO COMPLETE UTILITY CONNECTIONS PIPE AND FITTINGS WITH HUBLESS COUPLINGS, 15B1 GENERAL INSTRUCTIONS BY THE APPLICABLE CODES ADOPTE BY THE DRY EARTH IN A MANNER TO PREVENT FUTURE THAT ARE NOT FURNISHED BY THE SERVING PVC DWV ASTM D2665 PIPE WITH PVC MEETING LOCAL AHJ INCLUDING ANY AMENDM ITS AND SETTLEMENT, UTILITY. ASTM B1784, CELL CLASS 12454-B WITH ASTM 15B 1-1 GENERAL REQUIREMENTS STANDARDS AS SET FORTH BY THE NATIONAL FIRE 2665 SOCKET FITTINGS WITH SOLVENT WELD PROTECTION ASSOCIATION (NFPA), UNDERWRITERS EXCAVATION AS HEREIN SPECIFIED SHALL BE 15B 1-18 SYSTEM TESTING AND, ADJUSTING JOINTS IS ALSO PERMITTED WHERE APPROVED BY', REQUIREMENTS UNDER DIVISION ONE AND THE LABORATORIES (OL), ❑CCUPATI❑NAL SAFETY AND CLASSIFIED AS COMMON EXCAVATION -COMMON CODE INDIRECT AND CONDENSATE DRAIN INSIDE d Y C N TIONS OF GENERAL AND SUPPLEMENTAR ❑ DI HEALTH ADMINISTRATION (OSHA) AMRICAN GAS EXCAVATION SHALL COMPRISE THE SATISFACTORY UPON COMPLETION OF EACH PHASE OF THE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE THESE SPECIFICATIONS SHALL BE A PART OF THIS ASSOCIATION (AGA), AMERICAN SOCIETY OF REMOVAL AND DISPOSITION OF MATERIAL OF INSTALLATION, TEST EACH SYSTEM IN INSTALLED INSIDE THE BUILDING 'SHALL BE TYPE SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE MECHANICAL ENGINEERS (ASME), AMERICANS WITH WHATEVER SUBSTANCES AND OF EVERY CONFORMANCE WITH LOCAL CODE REQUIREMENTS "M" HARD COPPER WITH WROUGHT -COPPER TO BECOME THOROUGHLY ACQUAINTED WITH ITS DISABILITIES ACT (ADA) AND OTHER NATIONAL DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF AND AS NOTED BELOW, FURNISH LABOR AND FITTINGS FOR 1" AND SMALLER AND "DWV" COPPER CONTENTS AS TO REQUIREMENTS THAT AFFECT STANDARDS A W P D RDS AND HERE APPLICABLE, ICABLE Y WITHIN TH M F THE WORK A ANE LIMITS ❑ E OR S EQUIPMENT REQUIRED TO TEST PLUMBING WORK E I WITH WROUGHT COPPER DRAINAGE PATTERN THIS DIVISION OR SECTION. WORK REQUIRED SPECIFIED AND SHOWN ON THE DRAWINGS. INSTALLED UNDER THIS CONTRACT, AND ASSUME FITTINGS FOR 1-1/4 " AND LARGER HARD TEMPER UNDER THIS SECTION INCLUDES MATERIAL, PROCURE AND PAY FOR PERMITS AND LICENSES EXCAVATION SHALL BE PERFORMED TO THE LINES COSTS INVOLVED IN MAKING THE TESTS, AND COPPER TUBE AND SOLDERED CONNECTIONS MADE EQUIPMENT, APPLIANCES, TRANSPORTATION; REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK AND GRADES INDICATED ON THE DRAWINGS, REPAIRING AND/OR REPLACING DAMAGE RESULTING WITH 95/5 SOLDER, INSTALL CLEANOUTS AT SERVICES AND LABOR REQUIRED TO COMPLETE THE HEREIN DESCRIBED. WHERE REQUIR D, OBTAIN, EXCAVATED MATERIALS WHICH ARE CONSIDERED THEREFROM, ELBOWS GREATER THAN 45 DEGREES, ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE PAY FOR AND FURNISH CERTIFICATES OF UNSUITABLE FOR BACKFILL, AND SURPLUS OF DRAWINGS AND SPECIFICATIONS. INSPECTION TO OWNER, THE CONTR CTOR WILL- EXCAVATED MATERIAL WHICH IS NOT REQUIRED NOTIFY THE ARCHITECT AND THE AUTHORITY INDIRECT AND CONDENSATE DRAIN OUTSIDE BE HELD RESPONSIBLE FOR ANY VIOLATION OF FOR BACKFILL, SHALL BE DISPOSED OF BY THE HAVING JURISDICTION THREE (3) WORKING DAYS BUILDIN : INDIRECT AND CONDENSATEDRAIN PIPE THE SPECIFICATIONS AND THE DRAWINGS ARE THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS CONTRACTOR AT HIS OWNEXPENSEAND PRI❑R TO MAKING PLUMBING SYSTEM TESTS, INSTALLED ❑UTSIDE THE BUILDING ABOVE GROUND COMPLEMENTARY, AND ANY PORTION OF WORK AND GUARDS FOR THE SAFETY OF T E PUBLIC., RESPONSIBILITY, AND TO THE SATISFACTION OF LEAVE CONCEALED WORK UNCOVERED UNTIL THE SHALL BE TYPE "M° FOR I" AND SMALLER AND DESCRIBED IN ONE SHALL BE PROVIDED AS IF THE ARCHITECT, REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF "DWV" FOR 1-1/4" AND LARGER HARD TEMPER DESCRIBED IN BOTH: IN THE EVENT OF 15B 1-6 PROTECTION OE EQUIPMENT AND NECESSARY DUE TO CONSTRUCTION PROCEDURE, COPPER TUBE WITH WROUGHT COPPER DRAINAGE DISCREPANCIES ON THE DRAWINGS AND MATERIALS 15B1-11 COINCIDENTAL DAMAGE TESTS ON PORTIONS QF THE WORK MAY BE MADE, PATTERN FITTINGS AND SOLDERED! CONNECTIONS SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY AND WHEN SATISFACTORY, THE WORK MAY BE MADE WITH 95/5 SOLDER. TERMINATE AT THE ENGINEER AND/OR OWNER OF SAME PRIOR TO STORE AND PROTECT FROM DAMAGE QUIPMENT AND CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS,- CONCEALED, TEST PIPING BEFORE INSULATION IS NEAREST ROOF DRAIN, GUTTER OR OTHER LOCATION PROCEEDING WITH THE WORK INVOLVE, IN ORDER MATERIAL AFTER DELIVERY TO JOB SITE, COVER DRIVES, PAVING, WALLS AND FINISHES ETC, INSTALLED, AND BEFORE BACKFILL, PIPES, JOINTS, AS SHOWN ON DRAWINGS, INSTALL CLEANOUTS AT THAT PROGRESS OF THE WORK MAY BE T S , TARR THAT HE DAMAGES IN THE COURSE ❑F'THIS FLANGES, VALVE STEMS, ETC.; SHALL BE LEAK ELBOWS GREATER THAN 45 DEGREES, PERFORMED. ED HYL ORPOL POLYETHYLENE PLASRTICEASREQ IRED TO PROJECT, REPAIR MATERIALS SHALL MATCH TIGHT, REPAIR OR REPLACE SYSTEM DEFECTS PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR EXISTING CONSTRUCTION. REPAIR WORK SHALL WITH NEW MATERIALS, CAULKING OF DEFECTIVE GAS AND PIPING: SCHEDULE 40 BLACK CARBON 15B 1-2 INSPECTION OF SITE PHYSICAL DAMAGE, EQUIPMENT AND MATERIAL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES JOINTS, CRACKS OR HOLES WILL NOT BE STEEL WITH MALLEABLE IRON THREADED FITTINGS, DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE HAVING JURISDICTION' AND MEET THE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE PAINT ALL GAS PIPING EXPOSED TO WEATHER VISIT THE SITE OF THE PROPOSED WORK AND REJECTED, AND CONTRACTOR IS OBLIGATED TO SATISFACTION OF THE ARCHITECT. )K*wxCONFORM BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE WITH ONE COAT OF PRIMER, AND TWO COATS OF BECOME INFORMED AS TO THE CONDITIONS UNDER FURNISH NEW EQUIPMENT AND MATE IAL'OF A TO REQUIREMENTS OF DIVISION TWO OF THIS OF THE ADMINISTRATIVE AUTHORITY AND/OR THE RUST -PROOF PAINT COLOR SHALL: MATCH BUILDING WHICH THE WORK IS TO BE DONE: FAILURE TO LIKE KIND AT HIS OWN EXPENSE, SPECIFICATION)OK OWNER'S AUTHORIZED REPRESENTATIVE, COLORS, COORDINATE WITH GENERAL CONTRACTOR, D❑ S❑ WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA KEEP PREMISES ''ROOM CLEAN FROM FOREIGN 15B 1-12 CUTTING AND PATCHING UPON COMPLETION OF THE SYSTEMS INSTALLATION, 15B 2-2 PIPING AND EQUIPMENT INSULATION COMPENSATION OVER AND ABOVE THE CONTRACT MATERIAL CREATED UNDER THIS CONTRACT AND PRIOR TO ACCEPTANCE BY THE ARCHITECT PRICE PIPING, EQUIPMENT, ETC, SHALL HAVE A NEAT OBTAIN PERMISSION FROM THE ARCHITECT BEFORE AND ENGINEER, MAKE GENERAL' OPERATING TESTS DOMESTIC COLD WATER, HOT WATER, INDIRECT AND AND CLEAN APPEARANCE AT THE TERMINATION OF CUTTING WALLS, FLOORS, CEILINGS, ETC, AS TO DEMONSTRATE THAT EQUIPMENT AND SYSTEMS CONDENSATE DRAIN PIPE (WITHIN: BUILDING): i' 15B 1-3 MATERIAL AND WORKMANSHIP THE WORK. REQUIRED BY THE PROJECT, DO NOT (DISTURB ARE IN PROPER WORKING ORDER, AND ARE ❑NE -PIECE FIBERGLASS C❑VERING WITH STRUCTURAL MEMBERS WITHOUT PRIOR: APPROVAL FUNCTIONING IN CONFORMANCE WITH THE INTENT FIRE-RESISTANT JACKET WITH SELF-SEALING LAP MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS FROM THE ARCHITECT CUT HOLES AS SMALL AS OF THE DRAWINGS AND SPECIFICATIONS, AS A TO PROVIDE A C❑NTINUOUS VAPOR BARRIER BY UNDER THIS CONTRACT SHALL BE NEW UNLESS DURING C❑NSTRUCTION WHEN NOT IN USE, TO POSSIBLE, GENERAL CONTRACTOR SHALL PATCH PART OF THESE TESTS, OPEN EVERY WATER CERTAIN TEED CORP, OWENS-CORNING OR OTHERWISE STATED HEREIN, OF THE BEST QUALITY PREVENT THE ENTRANCE OF DEBRIS INTO THE WALLS, FLOORS, ETC, AS REQUIRED BY WORK OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, ARMSTRONG, FOR PIPING AT HANGERS PROVIDE 8" NORMALLY USED FOR THE PURPOSE IN GOOD SYSTEMS. UNDER THIS SECTI❑N. PATCHING SHALL MATCH REMOVE AND CLEAN FAUCET AERATORS, CLEAN LONG SECTIONS OF HIGH DENSITY; HIGH COMMERCIAL PRACTICE AND FREE FROM DEFECTS, ORIGINAL MATERIAL AND C❑NSTRUCTION. REPAIR STRAINERS LIGHT PILOT LIGHTS AND OPERATE TEMPERATURE CALCIUM SILICATE BY MODEL NUMBERS LISTED IN SPECIFICATIONS OR KEEP THE MANUFACTURER -PROVIDED PROTECTIVE AND REFINISH AREAS DISTURBED BY WORK TO THE EVERY PIECE OF EQUIPMENT FURNISHED UNDER JOHNS-MANVILLE, FIBERGLASS BY KNAUF, OR 8" SHOWN ❑N THE DRAWINGS ARE NOT NECESSARILY COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND CONDITION OF ADJOINING SURFACES IN A MANNER THIS CONTRACT TO DEMONSTRATE PROPER LONG STYROFOAM BILLETS BY DOV INSULATION INTENDED TO DESIGNATE THE REQUIRED TRIM, TRENCH DRAINS DURING CONSTRUCTION. ',REMOVE SATISFACTORY TO THE ARCHITECT. FUNCTIONING, SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN COVERINGS AT THE TERMINATION OF THE WORK EXCEPT AT VALVES, UNIONS, AND WHERE PIPING MODEL NUMBERS. AND POLISH EXPOSED SURFACES, 15B 1-13 ROUGH -IN TEST THE DRAINAGE AND VENT SYSTEM BY IS EXPOSED AT FIXTURES. PROVIDE V` PLUGGING OPENING WITH TEST PLUGS, EXCEPT FIBERGLASS INSULATION ON VENT PIPING WITHIN WORK PERFORMED UNDER THIS CONTRACT SHALL 15B 1-7 SUBSTITUTIONS BEFORE STARTING CONSTRUCTI❑N, COORDINATE THOSE AT THE TOP OF THE STACKS. FILL THE SIX FEET OF VENT THROUGH THE ROOF, PRDVIDE PROVIDE A NEAT AND WORKMANLIKE" APPEARANCE ', WTTH EITHER CONTRACTORS REGARDING ROUGH -IN SYSTEM WITH WATERS TEST RESULTS WILL BE FIBERGLASS .INSULATION ON DOMESTIC COLD AND WHEN COMPLETED, TO THE SATISFACTION OF THE ` THE BASE BID SHALL INCLUDE ONLY THE WITH GENERAL CONSTRUCTION. CONCEAL PIPING, SATISFACTORY IF THE WATER LEVEL REMAINS HOT WATER PIPES INSTALLED IN WALLS AND ARCHITECT AND ENGINEER, WORKMANSHIP SHALL BE PRODUCTS FROM 'MANUFACTURERS SPECIFICALLY CONDUIT AND ROUGH -IN EXCEPT IN UNFINISHED STATIONARY FOR NOT LESS THAN ONE (1) HOUR. CHASESPR VIDE FIBERGLASS INSULATI❑N ON THE FINEST POSSIBLE BY EXPERIENCED NAMED AS "APPROVED" IN THE DRA INGS AND IN '', AREAS AND WHERE ❑THERWISE SHOWN, SUBJECT THE DRAINAGE AND VENT SYSTEM TO A DOMESTIC COLD AND HOT WATER PIPES INSTALLED, MECHANICS. INSTALLATIONS SHALL BE MADE IN A THE SPECIFICATIONS IF CONTRACTOR DESIRES TO PRESSURE OF AT LEAST TEN (10) FEET ❑F WATER IN WALLS AND CHASES, MANNER THAT WILL COMPLY WITH APPLICABLE SUBSTITUTE OTHER THAN SPECIFIED MATERIAL, HE, 15B 1-14 STRUCTURAL STEEL IF LEAKS DEVELOP, REPAIR THEM AND REPEAT CODES AND LAWS. SHALL SUBMIT WITH HIS BID A LIST OF, SUCH THE TEST. TEST THE DOMESTIC WATER SYSTEM BY COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ITEMS ALTERNATE PROPOSAL FORM SHALL STRUCTURAL STEEL USED FOR PIP SUPPORTS E FILLING IT WITH WATER AND THEN ISOLATING THE ❑ E-PIECE PVC PREM❑LDED INSULATING COVE N I G RS, INSTALLATION SHALL FUNCTION AS DESIGNED AND INDICATE ITEM, MANUFACTURER, MOD L NUMBER EQUIPMENT SUPPORTS, ETC„ SHALL BE NEW, SYSTEM FROM ITS SOURCE, KEEP THE SYSTEM FITTING COVERS, JACKETS AND ADHESIVES SHALL INTENDED WITH RESPECT TO EFFICIENCY, AND AMOUNT TO BE ADDED OR DEDUCTED, FROM CLEAN, AND CONFORMTOASTM DESIGNATION A-36.` CLOSED FOR A PERIOD OF TWENTY-FOUR HOURS, NOT EXCEED FLAME SPREAD RATING OF 25 AND CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL THE BASE BID IF THE OWNER ELECTS TO ALLOW WITH NO FIXTURE BEING USED, THE PRESSURE SMOKE DEVELOPMENT RATING OF 50 PER ASTM NOISE CAUSED BY RATTLING EQUIPMENT OR PIPING SUBSTITUTION. EACH SUBSTITUTION ITEM 'SHALL SUPPORT PLUMBING EQUIPMENT AND PIPING FROM DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT E84 AT ALL ELBOWS AND TEES,: FILL V❑IDS AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE SEPARATELY LISTED IN ORDER THAT ',PROPER THE BUILDING STRUCTURE, DO NOT SUPPORT EXCEED 10 PSIG, TEST WATER, PIPING TO A 125 BETWEEN COVERS AND PIPING WITH FIBERGLASS BE ACCEPTABLE MATERIALS AND EQUIPMENT SHALL REVIEW FOR APPROVAL BY THE ENGINEER AND/OR PLUMBING EQUIPMENT FROM CEILINGS, OTHER PSI HYDROSTATIC PRESSURE, INSULATION AND TAPE J❑INTS, INSTALL PIPE BE ❑F COMMERCIAL SPECIFICATION GRADE IN OWNER IS GIVEN, MECHANICAL OR ELECTRICAL COMPONENTS, AND INSULATION IN COMPLIANCE WITH MANUFACTURER'S QUALITY. LIGHT DUTY AND RESIDENTIAL GRADE OTHER NON-STRUCTURAL ELEMENTS 15B 1-19 GUARANTEE RECOMMENDATIONS WHERE PREMOLDED'INSULATING EQUIPMENT WILL NOT BE ACCEPTED UNLESS THE TERMS "APPROVED", "APPROVED EQUAL", OR FITTINGS ARE NOT APPROVED BY 'LOCAL ❑THERWISE INDICATED, "EQUAL", REFER '!TO APPROVAL BY TIE ENGINEER 15B1-15 ACCESS DOORS' THE WORK TO BE PERFORMED UNDER THIS AUTHORITIES, MITER INSULATION AT FITTINGS. AND/OR OWNER AS AN ACCEPTABLE ALTERNATE CONTRACT SHALL INCLUDE THE FURNISHING, REMOVE FROM THE PREMISES WASTE MATERIAL BID N0 SUBSTITUTIONS WILL BE C❑ SID,ERED FOR PROVIDE ACCESS DOORS IN CEILINGS AND WALLS INSTALLATION, AND CONNECTION OF PLUMBING 15B 2-3 PIPING JOINTS PRESENT AS A RESULT OF WORK, INCLUDING APPROVAL BY THE ENGINEER THAT ARE NOT BID WHERE INDICATED OR REQUIRED FOR ACCESS TO SYSTEMS INDICATED ON THE DRAWINGS AND IN CARTONS, CRATING, PAPER, STICKERS, AND/OR AS AN ALTERNATE N❑ SUBSTITUTI NS SHALL BE: CONCEALED VALVES AND EQUIPMENT INSTALLED, THE SPECIFICATIONS. BY SIGNING THE CONTRACT, COPPER TUBING: JOINTS TN HARD (TEMPER TUBING EXCAVATION MATERIAL NOT USED IN BACKFILLING, CONSIDERED FOR APPROVAL PRIOR 10 AWARD OF UNDER THIS SECTION. PROVIDE CONCEALED THE CONTRACTOR ACKNOWLEDGES THAT HE HAS SHALL BE SOLDERED JOINTS USING LEAD-FREE N PIECES OF EQUIPMENT INSTALLED ETC CLEAN IE ES E CONTRACT HINGES SCREWDRIVER -TYPE LOCK ANCHOR ACQUAINTED HIMSELF WITH THE SITE AND THE SEL E / T 95 S SOLDER EXCEPT WHERE TUBING IS UNDER THIS CONTRACT TO PRESENT A NEAT AND i STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, EXISTING CONDITIONS UNDER WIHICH THE WORK IS INSTALLED BELOW GRADE OR BELOW THE BASE CLEAN INSTALLATI❑N AT THE TERMINATION OF THE COORDINATE AND, VERIFY WITH EITHER TRADES OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TO BE PERFORMED, AND THE DRAWINGS AND SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WORK, WHETHER OR NOT THE SUBSTITUTED EQUIPMENT TYPE, SIZE, LOCATION, AND COLOR BEFORE SPECIFICATIONS PERTAINING THERETO, AND HE WITH SILVER SOLDER (SILFOS)JOINTS IN SOFT CAN BE INSTALLED WITHOUT MODIFICATION TO ORDERING, INDICATES THAT HE WILL COMPLY WITH THE TEMPER COPPER TUBING SHALL BE OF THE FLARED' PUBLIC AND PRIVATE PROPERTY DAMAGED AS A ASSOCIATED SYSTEMS OR ARCHITECTURAL OR REQUIREMENTS AND INTENT OF PERTINENT TYPE INSTALLED IN COMPLIANCE WITH THE RESULT OF WORK PERFORMED UNDER THIS ENGINEERING DESIGN, INCLUDE ADDI IONAL COSTS' 15B 1-16 PENETRATIONS DOCUMENTS IN THE PERFORMANCE OF THE WORK, FITTING MANUFACTURER'S RECOMMENDATIONS, CONTRACT SHALL BE REPAIRED OR REPLACED BY FOR ARCHITECTURAL AND ENGINEERING DIESIGN THIS CONTRACTOR, TO THE SATISFACTION OF FEES IN BID IF 'DRAWING MODIFICATIONS ARE SEAL FLOOR, EXTERIOR WALL AND ROOF GUARANTEE THAT THE PLUMBING INSTALLED UNDER THREADED STEEL PIPE: THREADED',JOINTS SHALL AUTHORITIES AND REGULATIONS HAVING REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT PENETRATIONS WATER AND WEATHERTIGHT WITH THIS CONTRACT IS FREE OF DEFECTS IN BE FULL AND CLEAN, CUT WITH NOT MORE THAN JURISDICTION.ANDE APPROPRIATE NON -SHRINK NON -HARDENING WORKMANSHIP N MATERIALS FOR A PERIOD F IOD 0 THREE (3) THREADS EXPOSED BEYOND THE 15B 1-8 OPERATION AND MAINTENANCE COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF ONE (1) YEAR FROM THE DATE OF JOB FITTINGS. MAKE JOINTS TIGHT WITH GRAPHITE 15B 1-4 COORDINATION INSTRUCTIONS PENETRATIONS WITH 4 POUND PER SQUARE FOOT ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE BASE PIPE JOINT COMPOUND AND PAINT EXPOSED LEAD FLASHING, PR❑VIDE A SLEEVE, AND SEAL A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THREADS OF FERROUS PIPE WITH'ACID-RESISTING - COORDINATE WORK WITH THAT OF OTHER TRADES COLLECT AND COMPILE A COMPLETE BROCHURE OF: NON -FIRE -RATED FLOOR AND WALL PENETRATIONS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT PAINT AFTER PIPING HAS BEEN TESTED AND SO THAT THE VARIOUS COMPONENTS ❑F THE FIXTURES, MATERIALS, AND EQUIPMENT F'URNISHEDI WITH FIBERGLASS PACKING AND SILICONE CAULK LEAKS, EXCESSIVE NOISE, OR WATER HAMMER, IF PROVEN TIGHT, NO CAULKING, LAMP -WICK OR T WILL BE INSTALLED AT THE PROPER SYSTEMS L N AND INSTALLED N THIS PROJECT. Q INCLUDE (FOR ACOUSTICAL INSULATION). COORDINATED FIRE DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE N OTHER MATERIAL WILL BE PERMITTED FOR TIME, WILL FIT THE AVAILABLE SPACE, AND WILL OPERATIONAL AND MAINTENANCE INS RUCTIONS, RATING REQUIREMENTS AND LOCATIONS WITH THE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO CORRECTION OF DEFECTIVE JOINTS ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS MANUFACTURER'S CATALOG SHEETS, IRING ARCHITECT SEAL PIPING PENETRATIONS ❑F EXPENSE TO THE OWNER, AND TO THE REQUIRING MAINTENANCE, COMPONENTS WHICH ARE DIAGRAMS, PARTS LISTS, APPROVED SHOP FIRE -RATED ASSEMBLIES WITH 3M # CP-25 FIRE SATISFACTION OF THE OWNER, ARCHITECT AND WELDED STEEL PIPE, WELDED JOINTS SHALL BE R T THE ABOVE INSTALLED .WITHOUT REGARD 0 EOF DRAWINGS AND DESCRIPTIVE LITERATURE BARRIER CAULK (PROVIDE THICKNESS AND METHOD ENGINEER," THE 'BUTT WELDED SINGLE VEE TYPE, " SHALL BE RELOCATED AT NO ADDITIONAL COST TO FURNISHED BY THE MANUFACTURER, INCLUDE AN AS REQUIRED AND RECOMMENDED BY BEVEL PIPE AT A 45 DEGREE ANGLE TO WITHIN THE OWNER: INSIDE COVER SHEET THAT LISTS T E PROJECT MANUFACTURER) TO MAINTAIN THE FIRE 15132 PLUMBING PIPING 1/16" OF THE INSIDE WALL, AND BUILD UP THE NAME, DATE, OWNER, ARCHITECT, ENGINEER, RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. WELD TO ONE FOURTH GREATER DEPTH THAN THE T ELSEWHERE, GENERAL CONTRACTOR UNLESS NOTEDSB GENERAL CONTRACTOR SUB-CONTRACTOR'AND AN ` 1 2-1 PIPING MATERIALS I G M E PIPE WALL THICKNESS, WELDING SHALL BE EITHER- WILL PROVIDE CHASES AND OPENINGS IN BUILDING INDEX OF CONTENTS. SEAL EXTERIOR WALL PENETRATIONS BELOW ELECTRIC OR OXY-ACETYLENE, PERFORMED IN CONSTRUCTION REQUIRED FOR INSTALLATION OF GRADE WITH CAST IRON WALL PIPES AND MODULAR MATERIALS SPECIFIED OR NOTED ON THE CONFORMANCE WITH ASME CODE FOR PRESSURE THE SYSTEMS SPECIFIED' HEREIN CONTRACTOR SUBMIT COPIES OF LITERATURE BOU D IN . MECHANICAL SLEEVE SEALS, MANUFACTURED BY DRAWINGS ARE SUBJECT TO THE APPROVAL OF PIPE WELDING, AND ONLY BY EXPERIENCED SHALL FURNISH THE GENERAL CONTRACTOR WITH U BINDERS APPROVED TO THE ARCHITECT E AND THUNDERLINE/LINK SEAL CALPTCO INC AND LOCAL CODE AUTHORITIES, VERIFY APPROVAL CERTIFIED WELDER INFORMATION REGARDING CHASES AND OPENINGS OWNER AT THE TERMINATION OF THE WORK, METRAFLEX BEFORE INSTALLING ANY MATERIAL ❑R JOINING WHEN REQUIRED: CONTRACTOR SHALL KEEP PAPER CLIPS, STAPLES, RUBBER BANDS, AND METHOD CAST IRON PIPE BELOW GRADE: JOINTS IN BALL INFORMED AS TO THE WORK OF OTHER TRADES MAILING ENVELOPES ARE NOT CONSIDERED PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING AND SPIGOT CAST IRON WASTE AND VENT PIPING ENGAGED IN THE CONSTRUCTION OF THE PROJECT, APPROVED BINDERS FINAL APPROV L OF THROUGH OR UNDER FOUNDATION, SLEEVES SHALL AT BUILDING SERVICE ENTRANCE, NO JOINTS SHALL BE NEOPRENE COMPRESSION GASKETS, - AND SHALL EXECUTE HIS WORK IN A SUCH A PLUMBING SYSTEMS WILL BE WITHHELD UNTIL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SHALL BE INSTALLED UNDER RW WITHIN 5 FEET TYSEAL OR EQUAL. CAST IRON PIPE U I E ABOVE GRADE: MANNER AS NOT TO INTERFERE WITH OR DELAY THIS EQUIPMENT BROCHURE IS DEEM D COMPLETE SIZES LARGER THAN THE PIPE SERVED, ❑F THE BUILDING, INSTALL DOMESTIC WATER JOINTS IN HUBLESS PIPE `SHALL BE STANDARD D THE WORK OF OTHER TRADES, BY THE ARCHITECT, ENGINEER, AND IWNER, I PIPING BELOW GRADE ❑UTSIDE BUILDING AT CISPI 310-85 COUPLING BY ANACO', HUSKY OR PROVIDE SLEEVES FOR VERTICAL PIP PA N O L O E PASSING PREVENT FREEZING, ADEQUATE DEPTH T❑ P EZ APPROVED EQUAL. JOINTS IN STORM PIPING 6" FIGURED DIMENSIONS SHALL BE TAKEN IN 15D 1-9 SPARE PARTS THROUGH SLAB ON GRADE, SLEEVES SHALL BE AND LARGER SHALL BE HEAVY DUTY COUPLINGS PREFERENCE T❑ SCALE DIMENSIONS CONTRACTOR E SCHEDULE 40-PVC PIPE TWO NOMINAL PIPE SIZES DOMESTIC WATER P NG DOMESTIC WATER PIPING DO ES ICPI I MEETING ASTM C564 AND FM 1680 ANAC❑ HUSKY SHALL TAKE HIS OWN MEASUREMENTS AT THE FURNISH TO OWNER, WITH RECEIPT THE SPARE LARGER THAN THE PIPE SERVED. SEAL (COLD, HOT SOFT OR OPTION TYPE) #SD-4000 OR CLAMP -ALL "HI TORQUE" 1 N. 25 I LB BUILDING, AS VARIATIONS MAY OCCUR, PARTS TO INCLUDE FAUCET WASHERS AND WATER -TIGHT WITH SILICONE CAULK, INSTALLED ABOVE OR BELOW THE FLOOR SLAB CONTRACTOR WILL BE HELD RESPONSIBLE FOR ❑ RINGS, FLUSHOMETER REPAIR KITS AND WATER INSIDE THE BUILDING SHALL BE EITHER COPPER PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND ERRORS THAT COULD HAVE BEEN AVOIDED BY CLOSET TANK REPAIR KITS FOR THE FIXTURES 15B 1-17 EXTERIOR UTILITY CONNECTIONS (TYPE K OR L), CPVC PLASTICC PIPE (ASTM D MOISTURE. APPLY PVC PRIMER MEETING ASTM PROPER CHECKING AND VERIFICATION. FURNISHED FOR THIS PROJECT. 2846), OR PVC PLASTIC PIPE (ASTM D 1785). F656 TO EACH JOINT. APPLY SOLVENT CEMENT - TERMINATE DOMESTIC WATER, STORM, AND SEWER LABEL ALL CARWASH EQUIPMENT PIPE AS MEETING ASTM D2564 AND MAKE JOINT WHILE WET PROVIDE MATERIALS WITH TRIM THAT WILL' 15B 1-10 EXCAVATION AND BACKFILLING', LINES AT A POINT APPROXIMATELY FIVE FEET NON -POTABLE WATER, IN ACCORDANCE WITH ASTM D2855, PROPERLY FIT THE TYPES OF CEILING, WALL, OR FROM THE BUILDING WALL, OR AS SHOWN ON THE FLOOR FINISHES ACTUALLY INSTALLED. MODEL PERFORM EXCAVATION AND BACKFILL REQUIRED DRAWINGS. MAKE CONNECTION TO THE VARIOUS INTERIOR WASTE AND VENT BELOW SLAB. WASTE PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE' NUMBERS LISTED IN THE SPECIFICATIONS OR FOR INSTALLATION OF UNDERGROUND WORK UNDER' SERVICES PROVIDED BY OTHERS AND COORDINATE AND VENT PIPE BELOW SLAB INSIDE BUILDING PIPE TO EXISTING DISSIMILAR WASTE PIPE USING SHOWN ON THE DRAWINGS ARE NOT INTENDED TO THIS CONTRACT. , TRENCHES SHALL E ❑F CONNECTION REQUIREMENTS WITH CIVIL ENGINEER, SHALL BE STANDARD WEIGHT CAST IRON SOIL MISSION OR FERNCO NEOPRENE COUPLINGS WITH DESIGNATE THE REQUIRED TRIM, SUFFICIENT WIDTH CRIB OR BRACE TRENCHES TO VERIFY THAT INSTALLATION WILL TIE INTO THE PIPE WITH HUB AND SPIGOT FITTINGS WITH STAINLESS STEEL CLAMPS, COAT', STAINLESS PREVENT CAVE-IN OR SETTLEMENT DO NET VARIOUS SERVICED PROVIDED BY OTHERS AT THE NEOPRENE GASKET JOINTS. HUBLESS WASTE AND STEEL BANDS WITH MASTIC WHERE INSTALLED 15B 1-5 ORDINANCES AND CODES EXCAVATE TRENCHES CLOSE TO C❑L MNS AND INDICATED INVERT ELEVATION POINT PRIOR TO VENT PIPETS NOT PERMITTED BELOW BASE SLAB, UNDERGROUND, WALLS OF NEW BUILDING WITHOUT PRIOR BILL INSTALLATION, IF THE INSTALLATION: : W N NOT PIP W WITH PVC M PVC DWV ASTM D2665 E I C FETING WORK PERFORMED UNDER THIS CONTRACT SHALL CONSULTATION WITH THE ARCHITECT USE TIE INTO THE INDICATED INVERT ELEVATION ASTM B1784, CELL CLASS 12454-B WITH ASTM CPVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND BE IN CONFORMANCE WITH APPLICABLE NATIONAL, PUMPING EQUIPMENT IF REQUIRED TI KEEP POINT' WHILE MAINTAINING PROPER FALL, NOTIFY 2665 SOCKET FITTINGS WITH SOLVENT WELD MOISTURE. APPLY CPVC PRIMER MEETING ASTM STATE AND LOCAL CODES HAVING JURISDICTION, TRENCHES FREE OF WATER RAM DRY EARTH INTO'! ,ARCHITECT AND CIVIL ENGINEER SO THAT AN JOINTS IS ALSO PERMITTED WHERE APPROVED BY F656 PM EACH JOINT, APPLY SOLVENT CEMENT EQUIPMENT FURNISHED AND ASSOCIATED PLACE AT SIDES [IF PIPE, LEAVING JOINTS AND ALTERNATIVE MAY BE DETERMINER CODE INTERIOR WASTE AND VENT ABOVE SLAB MEETING ASTM F493 AND MAKE JOINT WHILE WET INSTALLATION WORK PERFORMED UNDER THIS TOP OF PIPE EXPOSED UNTIL PIPINC IS 'TESTED WASTE AND VENT PIPE ABOVE, SLAB INSIDE IN ACCORDANCE WITH ASTM D2855, REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT"" BOCC 00 M v,5 �i O O 0 U _ N Uo N Z H o cn U Zorn 0cn J 2wJ Z zw LU 0 U)w n W UC=)0 c> J LL LLJ U olf LL1 O LL t Z C.� L u Z LL uj �odU z Llicof Lu �0 F- w ui E F- 1 0 O w Z LL a W r U) z _® F- U LL 0 LLI CL PU) V Z m w � J w w x oa J- Z= 4zli Lu 03 aW J W z LLI W �u5 Uu•] LLI a o o c> P2. 15B 2-4 PIPING INSTALLATION GENERAIL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION, REAM ENDS OF PIPE TO REMOVE BURRS CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB, INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT, NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW, PROVIDE CHROME -PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES, RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT, DIELECTRIC UNIEN SHALL HAVE A ZINC -PLATED STEEL BODY,' A THREADED NYLON INSERT, AND INSULATING PRESSUREGASKET, NO FERROUS METAL -TO -COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B-LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS, PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION, DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK, PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS SPECIFIED IN 'HANGER SPACING', PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE, PROVIDE SUPPORTS WITHIN 1" OF EACH EQUIPMENT CONNECTION. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS, COPPER TUBE ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B-LINE #B3170CT COPPER' PLATED ADJUSTABLE BAND SWIVEL RING TYPE, 'ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE 3" AND SMALLER SHALL BE B LINE #33170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B-LINE #B3100 GALVANIZED STEEL CLEVIS TYPE, SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B-LINE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING'; FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U-BOLTS'SIZED TO BEAR ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B-LINE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE, STEEL PIPE: ADJUSTABLE' BAND HANGERS FOR 2' AND SMALLER SHALL BE B-LINE #133170 NF ADJUSTABLE BAND SWIVEL RING TYPE CLEVIS HANGERS FOR 2-1/2' AND LARGER SHALL BE B-LINE #B3100 GALVANIZED STEEL CLEVIS TYPE RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B-LINE #133373 GALVANIZED STEEL, CAST IRON PIPE ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B-LINE B#3100 GALVANIZED STEEL CLEVIS TYPE, RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B-LINE #133373 GALVANIZED STEEL PVC PIPE ADJUSTABLE BAND HANGERS FOR 3' AND SMALLER', CLEVIS HANGERS FOR 4" AND LARGER SHALL BE B-LINE #3100 GALVANIZED STEEL CLEVIS TYPE RISER CLAMPS TO, SUPPORT VERTICAL PIPE SHALL BE B-LINE #B3373 GALVANIZED STEEL HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B-LINE'#B3031 OR #B3033 BEAM CLAMPS AS REQUIRED' CONNECT RODS TO CONCRETE WITH B-LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT CONNECT RODS IN WOOD CONSTRUCTION WITH B-LINE #B3058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH ;SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2' AND SMALLER - EVERY 6' WITH 3/8' HANGER RODS; 2' - EVERY 10' WITH Ya' HANGER RODS; 2-112' AND 3" - EVERY 10' WITH '/a' HANGER RODS; 4' - EVERY 10' WITH 5/8" HANGER RODS, SUPPORT VERTICAL COPPER TUBE EVERY '10' STEEL PIPE -I' AND SMALLER - EVERY 8' WITH 3/8" HANGER RODS; 1 1/4" TO 2' - EVERY 10' WITH 3/8' HANGER RODS; 2-1/2' AND 3' - EVERY 10' WITH %' HANGER RODS; 4' - EVERY 10' WITH 5/8" HANGER RODS SUPPORT VERTICAL STEEL PIPE' EVERY 10'. CAST IRON PIPE: EVERY '10' AND WITHIN 1' OF EACH JOINT 2" AND SMALLER WITH 3/8' HANGER RODS; 3' WITH '/z' HANGER 'RODS; 4' WITH 5/8' HANGER RODS; 6' WITH 3/4' HANGER RODS; 8" AND LARGER WITH:7/8" HANGER RODS, SUPPORT VERTICAL CAST IRON PIPE EVERY 15'. PVC PIPE: SUPPORT ALL PIPES SIZES EVERY 4', 1-1/2" AND SMALLER WITH 3/8" HANGER RODS; 2" WITH 112 " HANGER RODS; 2-112" AND 3" WITH '�o HANGER RODS, 4' AND LARGER WITH /8' HANGER RODS SUPPORT VERTICAL PVC IRE EVERY 4''; SOIL, WASTE AND STORM, GRADE SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS:THAN 1/8" PER FOOT FOR PIPING 4' OR LARGER, AND NOT LESS THAN Y4< PER FOOT FOR IPING 3" OR SMALLER, SLOPE STORM PIPING T 1/8" PER FOOT. LAY PIPE AT UNIFORM LOPE, FREE FROM SAGS, WITH HUB END UPSTREAM, SUPPORT PIPE AT EACH JOINT. MAKE CHANCES''IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER RANCH CONNECTIONS WITH SANITARY "TEES' OR SHORT SWEEP "ELLS'. MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR IN THE HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS', COMBINATION ' FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS) AND'"Y" FITTINGS. INSTALL UNDERGROUND PIPE WITH THE BARREL ❑F THE PIPES, ON FIRM„ SOLID EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT .LINE AND GRADE UNIFORMLY TO LINE WITH BATTEN BOARDS SET NOT OVER'24'-0# APART, CLOSE OPEN ENDSOF PIPE WITH A STOPPER WHEN PIPE LAYING IS NOT'IN PROGRESS CENTER SPIGOTS ACCURATELY IN, BELLS FOR UNIFORM CAULKING. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED': LOCATE SOIL AND WASTE LINES IN GENERAL AS SHOWN ❑N THE DRAWINGS. L CATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. PRIOR TO INSTALLATION OF ANY BUILDING DRAIN PIPE, ERIFY ELEVATION OF CONNECTION POINT OF EXISTING SEWER, SERVICE LINE OR EXISTING T NANT CONNECTIDNS INDICATED ON THE DRAWINGS, IF ;THE INSTALLATION WILL NOT TIE I TO THE INDICATED INVERT ELEVATION POINT HILE MAINTAINING PROPER FALL, NOTIFY A CHITECT SO THAN AN ALTERNATIVE MAY BE D TERMINED P UMBING VENT. CONNECT PLUMBING VENT PIPES T FIXTURE DRAINS PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND E FORCED BY LOCAL CODES OFFICIAL, AND E TEND VENT PIPES FULL SIZE THROUGH THE R OF LINE GRADE PIPE TO A UNIFORM SLOPE Sl AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM, VENTS PASSING T ROUGH THE ROOF SHALL BE MINIMUM 3' SIZE E CEPT IN TROPICAL CLIMATES, PER LOCAL C IDES, TURN FLASHING DOWNINTOSTACKS AT L 7 AST 2", AND ',EXTEND FLASHING 24' IN ALL D RECTIONS FROM THE PIPE AT THE ROOF LINE A D PLY WHITE LEAD PIPE DOPE[INMALE STEEL P PE THREADS VENT LINES SHALL BE AIR AND WATER TIGHT :VENT FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN ON THE DRAWINGS, DOMESTIC WATE Rl ARRANGE COLD, HOT AND HOT WATER RECIRCULATION PIPING TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM, INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT I CONNECTION POINT OF EACH 'PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE, PROVIDE UNIONS ❑F THE GROUND JOINT TYPE,' MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE STALLATII7N WHERE WATER PIPING OCCURS IN E TERIOR WALLS, HOLD PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER INSULATION INUIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE, 1513 2-5 PIPING SANITIZATION SANITIZE THE ENTIRE, DOMESTIC WATER PIPING S STEM (COLD, 'HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 RPM AVAILABLE CHLORINE, KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL T MES DURING THE PERIOD AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING C TY WATER LEVEL 1 B 2-6 PIPE AND VALVE MARKERS P ❑VIDE MANUFACTURER'S STANDARD PRE-PRINTED, SEMI -RIGID SNAP -ON OR PERMANENT ADHESIVE, PRESSURE -SENSITIVE VINYL PIPE MARKERS PIPE MARKERS SHALL BE COLOR -CODED FOR COMPLYING WITH ANSI A13.1 INSTALL PIPE MARKERS ON EACH PLUMBING PIPING SYSTEM ',,AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW, LOCATE PIPE MARKERS AND COLOR BANDS W EREVER PIPING IS EXPOSED TO VIEW IN ❑ CUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES ((SHAFTS, TUNNELS, PLENUMS) AND EXTERIOR NON -CONCEALED LOCATIONS, PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK ANDCONTROL DEVICE IN EACH PLUMBING PIPING SYSTEM; EXCLUDE CHECK', VALVES, VALVES WITHIN FACTORY -FABRICATED EQUIPMENT UNITS; PLUMBING FIXTURE FAUCETS, CONVENIENCE AND LAWN -WATERING HOSE' BIBBS, AND SHUT-OFF V LVES AT PLUMBING FIXTURES AND SIMILAR ROUGH: -IN CONNECTIONS OF END -USE FIXTURES AND UNITS 15B3 PLUMBING SPECIALTIES CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS SERVING GROUPS OF 15B 3-1 AIR CHAMBERS, WATER HAMMER FIXTURES, AND AT OTHER PLACES INDICATED OR ARRESTORS, AND TRAPS REQUIRED BY THE INSTALLATION TO ALLOW EASE -0F FUTURE MAINTENANCE, PROVIDE AIR CHAMBERS, FULL SIZE OF THE SUPPLY PIPE AND MINIMUM 18' LONG OR PER GATE VALVES: CLASS 125, SIZE 2-1/2' AND LOCAL AUTHORITIES REQUIREMENTS, AT SUPPLY SMALLER SHALL BE CRANE #1701 OR NIBCO T113, PIPES TERMINATING AT FIXTURES TO PREVENT NON -RISING STEM, SCREWED BRASS BODY AND WATER HAMMER PROVIDE WATER HAMMER PARTS, WITH WEDGE DISC. GATE VALVES 3" AND ARRESTORS AT VALVES OR BATTERIES OF LARGER SHALL BE CRANE #465-1/2 0R NIBCO FIXTURES AS INDICATED ON THE DRAWINGS TO #617-0, ❑.S & Y:, IRON BODY FLANGED WEDGE PREVENT WATER HAMMER, ARRESTORS SHALL BE GATE WITH BRASS SEATS AND STEM, JOSAM, SMITH, PRECISION PLUMBING PRODUCTS, SIOUX CHIEF, WADE, WATTS, OR ZURN, BALL VALVES (MAY BE USED IN LIEU OF GATE STAINLESS STEEL BELLOWS TYPE, OR ❑ RING VALVES UP TO 2'). 2' AND SMALLER, NIBCO SEALED AND LUBRICATED ACETYL PISTON, #T580; TWO PIECE BRONZE BODY, WITH SCREWED INSTALL WATER HAMMER ARRESTORS PER THE ENDS, CHROME PLATED BRONZE BALL WITH PLUMBING AND DRAINAGE INSTITUTE PDI WH-201 CONVENTIONAL PORT, 400 PSI, BLOW-OUT PROOF INSTALLATION INSTRUCTIONS, INSTALLATION OF STEM, ARRESTORS AT BATTERIES OF FIXTURES PRECLUDES THE REQUIREMENT FOR INDIVIDUAL GLOBE VALVES: GLOBE VALVES SHALL BE AIR CHAMBERS AT EACH BATTERY FIXTURE, CLASS 125, GLOVE VALVES 2-1/2" AND SMALLER SHALL BE CRANE 41310 OR NIBC❑ #T-211, PROVIDE WATER -SEAL TRAPS ON FLOOR DRAINS, SCREWED BRASS BODY AND BRASS DISC, GLOBE FIXTURES AND EQUIPMENT WITH DRAIN VALVES 3" AND LARGER SHALL BE CRANE #351 CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IRON BODY FLANGED VALVE WITH BRASS TRIM. IN COMBINATION WITH FIXTURES AND EQUIPMENT. CHECK VALVES: CHECK VALVES SHALL BE PLACE TRAP AS CLOSE TO THE FIXTURE OR CLASS 125, CHECK VALVES FOR INSTALLATION DRAIN AS POSSIBLE. EXPOSED TRAPS IN IN HORIZONTAL PIPE RUNS SHALL BE OF THE ,FINISHED SPACES SHALL BE CHROME -PLATED "SWING DISC" DESIGN, HORIZONTAL CHECK BRASS, VALVES 2-112" AND SMALLER SHALL BE CRANE #137 OR NIBC❑ #T-413 WITH SCREWED BRONZE PROVIDE' CONVENTIONAL 'P' TYPE TRAP, BODY AND BRONZE DISC. HORIZONTAL CHECK WATER -SEALED SELF-CLEANING DESIGN.' FULL VALVES 3" AND LARGER SHALL BE CRANE #373 "S" TRAPS OR TRAP STANDARDS SHALL BE USED OR NIBCO F-918 IRON BODY FLANGED VALVE ONLY WHERE SPECIFICALLY CALLED FOR ON THE WITH BRASS TRIM, CHECK VALVES FOR DRAWINGS OR ELSEWHERE IN THIS INSTALLATION IN VERTICAL PIPE RUNS SHALL SPECIFICATION. TRAP WATER SEALS SHALL NOT BE OF THE "VERTICAL LIFT" DESIGN. VERTICAL BE LESS THAN 2% AND DEEP SEAL TRAPS SHALL CHECK VALVES 2-1/2" AND SMALLER SHALL BE BE PROVIDED WHERE SPECIFIED OR INDICATED CRANE #29 OR NIBC❑ #T-480 WITH SCREWED EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR BRONZE BODY AND BRONZE DISC. VERTICAL FLOOR DRAIN OR INSTALLED BELOW THE BASE CHECK VALVES 3" AND LARGER SHALL BE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CENTER GUIDED, CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE STRAINERS: STRAINERS 2-112' AND SMALLER INDICATED ON THE DRAWINGS. SHALL BE WATTS 4745 WITH SCREWED IRON BODY, BRASS CAP AND MODEL 40 MESH SCREEN 15B 3-2 CLEANOUTS AND FLOOR DRAINS STRAINERS 3" AND LARGER SHALL BE WATTS #77F-D WITH FLANGED IRON BODY, BOLTED IRON CLEANOUTS, FLUOR DRAINS AND ROOF DRAINS CAP AND STAINLESS STEEL SCREEN WITH 1/16' SHALL BE BY ONE MANUFACTURER IF POSSIBLE: PERFORATIONS STRAINERS SIZE 3' AND LARGER ACCEPTABLE MANUFACTURERS ARE JOSAM, SMITH, SHALL HAVE A 1" BLOW -OFF LINE WITH A 1° WADE, WATTS, AND ZURN, PROVIDE LONG SWEEP GATE VALVE CONNECTED TO THE BLOW -OFF FITTINGS FOR CLEANOUT EXTENSIONS; SHORT CONNECTION AND SHALL BE EXTENDED TO THE SWEEPS AT START OF RUNS OR CHANGE IN NEAREST FLOOR DRAIN, DIRECTION AND COMBINATION WYE AND EIGHTH BEND FITTINGS IN HORIZONTAL RUNS, INSTALL DRAIN VALVES AND INTERIOR HOSE BIBBS: CLEANOUTS WITH A MINIMUM OF 18" CLEAR ALL WOODFORD #24P, WATTS #SC8-6, OR ZURN #1341 AROUND, CONSULT LOCAL CODES FOR OTHER WITH ROUGH BRASS BODY, 112' SCREWED INLET, REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE WITH 3/4" HOSE THREAD OUTLET, SCREW -ON INSTALL PLUG WITH TEFLON JOINT COMPOUND. VACUUM BREAKER, WHEEL HANDLE AND COMPOSITION DISC. FLOOR DRAINS SHALL BE AS SCHEDULED ON THE (DRAWINGS, FLOOR CLEANOUTS: SHALL BE AS EXPOSED INTERIOR HOSE BIBBS1 CHICAGO #952, SCHEDULED ON THE DRAWINGS, INSTALL T&S BRASS #B720, OR ZURN #1341 WITH CHROME CLEANOUTS AT POINTS AS NOTED ON THE PLATED BRASS BODY, 3/4' SCREWED INLET, 3/4" DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM HOSE THREAD OUTLET, INTEGRAL VACUUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND BREAKER, WHEEL HANDLE AND COMPOSITI➢N DISC. WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES CLEANOUTS SHALL BE FULL` HOT & COLD WATER MIXING HOSE BIBBS: CHICAG❑ SIZE OF THE PIPE UP TO 4", AND 4" SIZE FUR #897-CP-HC OR EQUAL BY SPEAKMAN, T&S BRASS PIPES LARGER THAN 4", DETERMINE THE TYPE OR ZURN WITH VACUUM BREAKER, STOPS IN - OF FLOOR COVERING TO BE USED AT EACH SHANKS WITH INTEGRAL CHECKS, AND 3/4' HOSE FLOOR CLEAN❑UT LOCATION AND PROVIDE TOP THREAD OUTLET, WALL HYDRANTS: ZURN #1321 WITH VARIATIONS SUITABLE FOR FLUOR "NON -FREEZE" WITH CAST BRONZE SATIN NICKEL COVERING (CARPET MARKERS, RECESSED FOR PLATED FACE, WITH INTEGRAL VACUUM BREAKER, TILE AND SCORIATED FOR UNFINISHED FLOOR), 3/4' HOSE CONNECTION, ADJUSTABLE WALL ROUGH -IN AND INSTALL EACH FLOOR CLEANOUT CLAMP, OR EQUAL BY WOODFORD, JOSAM, PRIER, FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. WADE, WATTS OR SMITH, PROVIDE ACCESSIBLE STOP VALVE AND WATER HAMMER ARRESTOR EXTERIOR CLEANOUTS: SHALL BE AS SCHEDULED INSIDE BUILDING. UNIONS: FERROUS UNIONS ON THE DRAWINGS. INSTALL CLEAN❑UTS AT SHALL BE CRANE OR EQUAL, COMBINATION IRON ' POINTS AS NOTED ON THE DRAWINGS, AT THE AND BRASS, GROUND JOINT WITH SCREWED ENDS BUILDING EXIT; AT A MINIMUM OF EVERY 100 COPPER UNIONS SHALL BE STREAMLINE OR FEET IN HORIZONTAL SOIL, WASTE AND STORM EQUAL, CAST BRONZE SWEAT TYPE WITH GROUND SERVICE LINES, EMBED EACH EXTERIOR J❑INT. FERROUS TO COPPER UNIONS SHALL BE CLEANOUT IN AN 16' X 16' X 6" BLOCK OF UNIVERSAL CONTROLS OR EQUAL, DIELECTRIC CONCRETE, FLUSH WITH FINISHED GRADE, TYPE WITH THREADED NYLON INSERT. WALL CLEANOUTS; SHALL BE ASSCHEDULEDON 15B 3-4 SYSTEM ACCESSORIES THE DRAWINGS INSTALL WALL CLEAN OUTS AT POINTS AS NOTED ON THE DRAWINGS; AT THE THERMOMETERS SHALL BE AMERICAN 3" BI-METAL FOOT OF EACH SOIL, WASTE OR INTERIOR DIAL TYPE WITH SEPARABLE SOCKET, AND SHALL DOWNSPOUT STACK; AT HORIZONTAL SOIL AND BE INSTALLED WHERE INDICATED, OR REQUIRED. WASTE BRANCHES LONGER THAN 'FIVE FEET NOT SERVED BY A FLOOR CLEANOUT-CONSULT LOCAL PRESSURE GAUGES SHALL BE ASHCROFT 3' DIAL CODES FOR INSTALLATION AT SPECIFIC FIXTURE TYPE WITH SHUT-OFF COCK, AND SHALL BE TYPES. INSTALL WALL CLEANOUTS ABOVE THE INSTALLED WHERE INDICATED OR REQUIRED FLOOD RIM OF THE FIXTURE SERVED WITHIN FOUR FEET OF THE FLOOR AND INSTALL PROVIDE TRAP PRIMERS WHERE REQUIRED BY EXTENSIONS FROM THE CLEANOUT TEE TO THE LOCAL AUTHORITIES, TRAP PRIMERS SHALL BE WALL TO LOCATE THE PLUG WITHIN 2" OF THE AS SPECIFIED ON THE DRAWINGS, PRECISION WALL WHERE REQUIRED. INSTALL CLEANOUTS ON PLUMBING PRODUCTS "PRIME RITE' OR EQUAL BY URINALS AND SINKS WHERE REQUIRED BY CODE, MIFAB OR SIOUX CHIEF WITH BRASS BODY AND INTEGRAL VACUUM BREAKER, PROVIDE ROOF DRAINS: SHALL BE AS SCHEDULED ON THE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP DRAWINGS. PROVIDE WITH ROOF SUMP IS INDICATED TO BE PRIMED ON THE DRAWINGS. RECEIVER; EXTENSION, SECONDARY FLASHING PROVIDE ACCESS PANEL WHERE REQUIRED. CLAMPS AND UNDERDECK CLAMP AS REQUIRED; PROVIDE EXPANSION JOINTS WHERE REQUIRED 15B4 PLUMBING FIXTURES AND EQUIPMENT PROVIDE OVERFLOW ROOF DRAINS WHERE INDICATED ON THE DRAWINGS WITH INLET FLOW 15B 4-1 COMPRESSED AIR SYSTEMS LINE 2" ABOVE THE PRIMARY ROOF DRAIN INLET, COMPRESSED AIR PIPING SHALL BE GALVANIZED 15D 3-3 VALVES STRAINERS HOSE BIBBS AND STEEL PIPE WITH MALLEABLE IRON SCREWED UNIONS FITTINGS INSTALLATION SHALL BE IN CONFORMANCE WITH SECTION 15B2-4 PIPING PLUMBING SYSTEM VALVES SHALL BE CRANE INSTALLATION, OF THIS SPECIFICATION, COMPANY OR NIBCO OF MODELS HEREIN SPECIFIED, OR APPROVED EQUAL BY HAMMOND, INSTALL AND PIPE THE AIR COMPRESSOR AS WALWQRTH, STOCKHAM, OR MUELLER VALVES, INDICATED ON THE DRAWINGS, INSTALL- VALVES, VALVES SHALL BE OF THE BEST QUALITY, FILTERS, REGULATORS, AND OTHER FITTINGS DESIGNED FOR 125 PSI STEAM WORKING FURNISHED BY THE OWNER AS A PART OF THE PRESSURE, INSTALL VALVES ON THE HOT AND COMPRESSED AIR SYSTEM, AT THE COMPLETION COLD WATER LINES AT THE WATER HEATER OF THE WORK, LEAVE A COMPLETE AND OPERATING SYSTEM, CONFORMING TO THE LATEST EDITION OF THE OSHA CODE TERMINATE PIPING DROPS WITH BALL VALVES, QUICK DISCONNECT FITTINGS, AND DIRT LEG AS DETAILED ON THE DRAWINGS. REVIEWED FOR CODE COMPLIANC ST. LUCIE CO, so0r. V Q > u N O � O P-1 P-4 .0 v) N 0 N = w ® Q Q Zorn o o M _cow (Dz9 Ll.i 0 z a N C/) w a w UoQ m U U LL W U oco Lu 0- L.L. O LL t z WzLL �1 coU 0of a w LLJ F- 1 p 0 �zw a r z U_ LL U W 0- �� V Mz W J ZD � J w w x J�2..........��,�r,,� o J= Lm w a w w 0 N Z � N (J W & 0Lu ¢ a o 0 0 GENERAL CONDITIONS: 1. THE FOLLOWING NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS, 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE, 6TH EDITION. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL DRAWINGS. 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION, THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE -DOWNS OR SHORING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND. SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6. IT SHALL BE THE SOLE RESPONSIBILY OF THE CONTRACTOR FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PROCEDURES. THE STRUCTURAL ENGINEER. OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PROCEDURES. 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS. AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT, 8. ALL DETAILS; SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. SPECIALTY ENGINEERED PRODUCTS A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED .SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE _ DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE; BUT ARE NOT LIMITED TO, THE FOLLOWING: " 1. MISCELLANEOUS STEEL 2. LADDERS 3. HANDRAILS 4. CLADDING SYSTEMS 10. DESIGN LOADS: A. DESIGN ROOF DEAD LOAD: 20 PSF B. DESIGN ROOF LIVE LOAD: 20 PSF C. DESIGN LIVE LOAD FOR FLOOR: 100 PSF D. DESIGN WIND LOAD: 1. ULTIMATE DESIGN WIND SPEED 3 SECOND GUST), VuLT =160 MPH. NOMINAL DESIGN WIND SPEED (3 SECOND GUST), VASD = 124MPH. 2. RISK CATEGORY: II 3. WIND EXPOSURE CATEGORY:C 4. COMPONENTS AND CLADDING WIND PRESSURE: SEE WIND LOAD SCHEDULE THIS SHT. 5. INTERNAL PRESSURE COEFFICIENTS +{-0.18 6, WIND-BORNE DEBRIS REGION (WITHIN HURRICANE -PRONE REGIONS) A. WITHIN 1 MILE OF THE COASTAL MEAN HIGH WATER LINE WHERE VULT IS 130 MPH OR GREATER; OR B. IN AREAS WHERE VuLT IS 140 MPH OR GREATER. • 11, SHOPDRAWINGS: A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS WILL NOT BEPERMITTED. . B. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS. C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FABRICATOR SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF RECORD IN THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING FOR REVIEW BY THE ARCHITECT/ENGINEER. THESE DRAWINGS SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF OBSERVATIONS. 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC C. STRUCTURAL STEEL D. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES E. METAL DECK F. COLD FORMED METAL FRAMING. MASONRY WALL CONSTRUCTION: 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE.N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI If =1500 PSI). 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAX. AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI W/ SLUMP OF 8-11 INCHES, 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, FILL ALL CELLS CONTAINING REINFORCING WITH COARSE GROUT, 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF F-0". REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL (TYPICAL) UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 6. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS.. 7. HORIZONTAL WALL REINFORCING SHALL BE STANDARD LADDER TYPE DUR-O-WAL (9 GA.) HOT DIPPED GALVANIZED AT 16" O.C. (VERTICALLY) UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 8. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6" LAP. USE STANDARD'T AND'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS. 9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 10, PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. FOUNDATION: STRUCTURAL STEEL: i. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING P ESSURE 1. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, 13TH EDITION. OF 2500 PSF MIN. FOR A CONVENTIONALLY REINFORCED SHALLOW FOUNDATION 2. MATERIALS: AS RECOMMENDED IN THE GEOTECHNICAL REPORT PREPAREDBY A DANIAN AND ASTM A 992, FY=50 KSI IN GENERAL. ASSOCIATES DATED JUNE 3, 2019, AAI FILE N0.19-1651. ASTM A 500, GRADE B, FY=46 KSI FOR STRUCTURAL TUBING. ASTMA501, FY=36 KSI FORPIPES. 2. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH ASTM A 325, TYPE I, FOR HIGH STRENGTH BOLTS. CIVIL DRAWINGS, SPECIFICATIONS, SOILS REPORT AND THE ALLOWAE LE : ASTM A 307,GRADE A, ANCHOR BOLTS, BEARING PRESSURE, ASTM A 36, FY=36 KSI FOR PLATES, BARS, RODS, AND ANGLES. ASTM A 563, HEAVY HEX NUTS. 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY ASTM A436, HARDENED STEEL WASHERS. A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. - 3. THE DESIGN OF CONNECTIONS FOR ANY PORTION OF THE STRUCTURE NOT INDICATED ON THE DRAWINGS SHALL BE DESIGNED BY THE. 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE FABRICATOR AS FOLLOWS: WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. A. STANDARD CONNECTIONS SHALL BE USED WHERE POSSIBLE. S. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH 5. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN. BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED SOIL BELOW FOOTING NOT MEETING'' DESIGN BEARING PRESSURE WHERE POSSIBLE, SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDATIONS C. UNLESS NOTED, BOLTS SHALL BE 3/4' DIAMETER ASTM A-325 TYPE TO LEVEL OF FOUNDATION BEARING.: THIS $HALLBE APPROVED N BEARING CONNECTIONS. BOLTS SHALL BE "SNUG TIGHT." BY A QUALIFIED GEOTECHNICAL ENGINEER. D. PROVIDE THE MINIMUM NUMBER OF BOLTS REQUIRED TO DEVELOP 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND THE BEAM SHEAR "V" NOTED ON THE CONTRACT DRAWINGS. IF THE DIMENSIONS INDICATED, TAKE EVERY PRECAUTION TO GUARD AGAINSr BEAM SHEAR IS NOT NOTED, THE CONNECTIONS SHALL DEVELOP THE ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES,BEAM SHEAR V = W/2 WHERE W IS THE TOTAL ALLOWABLE BEAM PIPING, ETC. UNIFORM LOAD BASED ON LATERALLY SUPPORTED SIMPLE SPAN MOMENTS PER TABLES LOCATED IN THE AISC MANUAL OF STEEL 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT CONSTRUCTION, 9th EDITION, BEAMS, PAGES 2-36 THRU 2-140. OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING 4. MEMBERS SUPPORTING DECK AT THE PERIMETER OF THE BUILDING IS PROVIDED BY THE CONTRACTOR. SHORING SHALL BE THE SOLE RE SPONSIBILTY SHALL BE CONTINUOUS EXCEPT AT EXPANSION JOINT. BUTT WELD OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL CONTINUOUS MEMBERS PLACED END TO END. ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN. 5. STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST STRENGTH, INHIBITIVE PRIMER UNLESS THE STEEL IS TO RECEIVE SPRAY ON CONCRETE: CEMENTITUOUS FIREPROOFING. SEE ARCHITECTURAL DRAWINGS. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED OR COATED WITH CORROSION INHIBITED PAINT. 1. CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRES IVE STRENGTHS '... AT 28 DAYS: : 6. STEEL COLUMNS AND BASE PLATES SHALL HAVE MINIMUM 3" CONCRETE A. FOUNDATIONS, SLAB ON GRADE 3000 PSI COVER PROTECTION. COLD FORMED METAL FRAMING (METAL STUDS AND JOISTS): 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING RE UIREMENTS 1. DESIGN, FABRICATIONS AND ERECTION SHALL CONFORM TO AISI A. CONCRETE SLUMP SHALL BE 41NCHES PLUS OR MINUS 1". "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL B. CONCRETE SHALL HAVE 2 T04 PERCENT AIR ENTRAINMENT '. STRUCTURAL MEMBERS", LATEST EDITION, ALL METAL STUDS SHALL BE GALVANIZED. C. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.64 2. ALL 43 MIL (18 GAUGE) AND 33 MIL (20 GAUGE) STUDS, JOISTS, TRACK, BRIDGING 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITIO OF ACI 301 END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT CKUP DATA PER CORRESPONDS TO THE REQUIREMENTS OF AISI "SPECIFICATION FOR CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS' WITH A MINIMUM YIELD OF 33,000 PSI (U.N.O.). 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL 3. ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL CONFORMING TO ASTM A-615 GRADE 60. SUBMIT ALL REINFORCING S1 EEL '.. HAVING A G-60 GALVANIZED COATING, MEETING ASTM A653, SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICA1 ION,- 4. UNLESS NOTED, ALL SCREWS OR PINS SHALL BE NON CORROSIVE NO. 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRE BY.. 8-18 (D=.125") OR LARGER (DO NOT USE STAINLESS STEEL OR ACI SPECIFICATIONS. COPPER COATED FASTENERS), 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185, WELDED WIRE FABRIC 5, UNLESS NOTED, TRACKS SHALL BE SAME DEPTH AS STUDS OR JOISTS SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE AND EQUAL OR THICKER'. GAUGE THAN STUDS OR JOISTS. TRACKS T LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED SHALL BE CONNECTED TO SUPPORTS AT 16" MAX. STUDS OR JOISTS SHALL BE CONNECTED TO TRACKS AT EACH SIDE. ON DRAWINGS 6. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING 8. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON INGS. : SHALL BE PLACED HALF ON EACH SIDE OF OPENING PER METAL STUD 9. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION HEADER SCHEDULE ON TYPICAL DETAIL SHEET. "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETESTRUCTURES", AND 7. SEE FRAMING NOTES THIS SHEET. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 10. ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITIO - "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED C00iETE STRUCTURES .. UNLESS NOTED OTHERWISE ON THE DRAWINGS. 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR :. LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, SLOPES, ECT. THESE ITEMS SHALL. BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. 12. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO. CONCRETE PLACEMENT. 13. BAR LENGTHS PROVIDED ON DRAWINGS D NOT INCLUDE K D S 0 0 IN CUE HOOK LENGTH. HOOKS SHALL BE : PROVIDED AT TOP BARS AT BEAM ENDS AND SLAB EDGES, 14, CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS, ECT. AS REQUIRED TO SECURELY SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL L BE PLASTIC S C SUPPORT REINFORCEMENT, TIPPED OR STAINLESS STEEL. IN HIGHL CORROSIVE ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC... 15. THE CONTRACTOR SHALL SEAL ALL HAIRLINE CRACKING IN CONCRETE SLAB ON GRADE WITH A CRACK SUPPRESSION KIT SUCH AS LATICRETE OR APPROVED EQUAL. 16. A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP-15 LATEST EDITION SHALL BE KEPT BY THE CONTRACTOR ON SITE 17. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED BY THE TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. METAL DECK: 1.. STEEL ROOF DECK SHALL BE. A. FINISHED AND GAGE AS ON 00 SHOWN ROOF - 0 PLAN AS MANUFACTURED BY VULCRAFT/NUCOR OR APPROVED EQU B. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. C. ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS. ALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPAS 2. ALL ROOF DECK TO BE DESIGNED, MANUFACTURED, AND INSTALLED IN ArMPnANrP IAIITN I ATLCT FAnTADV AAI ITI IAI CTAAIr1Aor1C COMPONENT AND CLADDING ROOF WIND PRESSURES (PSF) EFFECTIVE WIND AREA ROOF ZONES VASD = 124 MPH, EXP. C RISK CATEGORY II, GCpi = +/- 0.18 10 20 50 100 1 +14.61-35.7 +13.61-34.7 +12.41-33.6 +11.5/-32.6 2 +14.6/-59.9 +13.61-53.5 +12.4/451 +11.51-38.7 3 - +14.6/-90.1 +13.6/-74.6 +12.41-54.2 +11.5/-38.7 1. EDGE DISTANCE A = 5 FEET A A -- -- 3 PLAN COMPONENT AND CLADDING WALL WIND PRESSURES (PSF) EFFECTIVE WIND AREA WALL ZONES VASD =124 MPH, EXP. C RISK CATEGORY II, GCpi = +/ 0.18 10 20. 50 100 4 +357/-38.7 +34.01-37.1 +31.91-35.0 +30.4/-33.3 5 +35.7/-47.8 +34.0144.6 +31.9140.3 +30.4/,37.1 1. EDGE DISTANCE A = 5 FEET A. : A I ELEVATION METAL STUD FRAMING NOTES: 1. EXTERIOR METAL STUD FRAMING: A. METAL STUDS SHALL BE: 6' X 1s/8 X 18GA. METAL STUDS AT 16" O.C. R SEE ARCH FOR LOCATION AND EXTENTS OF NEW METAL STUD FRAMING. 2. CONNECTIONS:' A. WHERE SHOWN, AND U.N.O. PROVIDE CONT..18 GA. METAL TRACKS. ATTACH TO STUD FLANGE EA. SIDE W/#10 TEK SCREW, TYP. B. U.N.O. STUD WEB TO STUD WEB TO WEB CONNECTIONS SHALL BE WITH (4) #10 TEK SCREWS, C. U.N.O.. STUD CLIP CONNECTION TO STRUCTURAL STEEL SHALL BE WITH 3X3X3" LONG X 16GA CLIP FOR 3 5/8" STUDS AND 4X4X4" LONG FOR LARGER SIZE STUDS, W/ (4) 0.145 PAF TO STRUCTURAL STEEL, AND (4) #10 TEK SCREWS TO STUD TYP. D. U.N.O. STUD CLIP CONNECTION TO C.M.U. OR CONCRETE SHALL BE WITH 3X3X3" LONG X 16GA CLIP FOR 3 5/8" STUDS AND 004" LONG X 16GA. (USE 14GA. CLIPS FOR MARQUEE TRUSSES) CLIP FOR LARGER SIZE STUDS, W/ (4)1/4"0 X 1 3/4" EMBED, TAPCONS TO C.M.U: OR CONCRETE, AND (4) #10 TEK SCREWS TO STUD, TYP. E. U.N.O. STUD CLIP CONNECTION TO STUD SHALL BE WITH 3X3XY LONG X 16GA CLIP FOR 3 518" STUDS AND 4X4X4" LONG X 16GA. CLIP FOR LARGER SIZE STUDS, W/ AND (4) #10 TEK SCREWS TO STUD EA. LEG, TYP. F. SEE BRIDGING AND BRACING. DETAILS THIS SHEET. 4. SHEATHING: A. SEE ARCH DRAWINGS FOR LOCATIONS AND EXTENTS B. ATTACH 5/8" COX PLYWOOD TO STUDS W/#10 X 1 1/2" TEK SCREWS AT 6" O.O AT PANEL EDGES, AND AT 12" O.C. INFIELD. AT STRUCTURAL STEEL W/#10 S.D.S AT 6" O.0 AT PANEL EDGES, AND AT 12' O.C. INFIELD. C. ATTACH 5/8"" DENSGLASS TO METAL STUDS W48 X 1-1/4" BUGLE HEAD SCREWS AT 8" O.C. AT PANEL EDGES, AND AT 8" O.C. INFIELD, WHERE BRACING TERMINATES AT BUILT-UP JAMB OR POST, EXTEND CHANNEL INTO PUNCH -OUT. USE 2"x2"x16 GAUGE CLIP ANGLE 1-1/4" LESS THAN STUD WIDTH. ATTACH USING (4)i#10.16 SCREWS. + } 1-1/2"x16 GAUGE x '.COLD ROLLED CHANNEL AT 4'-O' O.C. MAX. (VERTICALLY 2"x2"x16 GAUGE CLIP ANGLE 1/4" LESS THAN STUD WIDTH. - 'ATTACH USING (4)#10-16 .SCREWS. CLIP. ANGLE TO BE PLACED AT EACH STUD. TYP. LATERAL BRACING SPLICE USE: (1)12" LONG CRC INVERTED OVER CENTER OF SPLICE W/(3)#10-16 SCREWS ON EACH SIDE OF SPLICE. WALL STUD TYPICAL LT. GAUGE LATERAL BRACING NOTE: DETAIL IS NOT REQUIRED IF BOTH FLANGES OF METAL STUDS ARE SHEATHED Ys o QN C) C) U V 01 R a \O U 1, 0 �.�. O O • v Q-I P-x S c �o N LU W Z 05 z o m O= m CamO F-:!5 J U LU J v Z g z Wa0 W N co w d Q Um0 U U_ LU 0. LU `/ 1 L LU LL O LL QN } 1 W Y LL I' U U LLJ g � LU Z -�0CL LLI F- F- w AI z 0 1_zLL LUi^ vJ a =w U) 1ST,q 1', M ffi ,�, hPrNHrrrrr• 01 LU-0 V �. �G Oz •,r��pENSF'•;9'L z50 z 893 77 W z • it c� z :, ST E OF F � �z o c) Q J s A Q in 'sis SSuj 10 N\�_ � T 0 `�J E 8- REVIEWED FOR ^ODE COMPLIANCE ST. LUCIE COUNTY BOCC g O w W 0 N Z N � U U.1 N N o Z 4 3" ¢ w m U W LU d U Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. N0. 26850 S001 m 4r-0" WD F:9n 0 6' MIN. THICK CONIC. SLAB ON GRADE REINF. W/ (2) LAYERS OF 6X6-W2.1XW2.1 WWF (MID -DEPTH) ON 10 MIL VAPOR BARRIER ON PREPARED SURBGRADE PER GEOTECHNICA ENGINEER'S RECOMMENDATIONS 14 SIM. S20t _— —_---_-----_�.--._—--------------- -- 'v - ..__.. - N — — — — — — — — — — — — — — — — — — — — — — — — — EL = D-0' C.J., TYP. v � (0�10) it I w szo, M 12 I szo, IALszm L FAA2 r-------T.E. — ----------------- --------- --------- m T.E. e 6" MIN. THICK CONIC, SLAB ON GRADE REINF. W/ (2) LAYERS OF 6X6-W2.IXW2.1 WWF (MID -DEPTH) ON 10 MIL VAPOR BARRIER ON - - PREPARED SURBGRADE PER GEOTECHNICAL -- - ENGINEER'S RECOMMENDATIONS I I EL=0--W I I TISLAB Y i I (NOTE 10) I C.J., TYP. I �, I LLI I IN 12 I I I LL 5 Lu 12 iI - - I ILAVARIES - - -_.... II I SEEY ARCH ' (NOTE 10) szo, L_-----T.E.-- — — — — — — — — — F2— ' ------- -- — — — — — — — — — - M 10 FOUNDATION PLAN 1 /4" = 1 "-00, FOOTING SCHEDULE MARK SIZE REINFORCING F20.12 2'-O" WIDE X 12' THICK X CONT. (2) #5 COW. BOTTOM AND #5 AT 48' O.C. TRANSV. BOTT. FOUNDATION NOTES: 1.) TOP OF CONCRETE SLAB ON GRADE. +9-0" IS FOR REFERENCE ONLY, SEE CIVIL FOR NAVD ELEVATION. 2.) ® DENOTES MASONRY WALLS, ALL MASONRY WALLS ARE TYPE MW-1 UNLESS NOTED OTHERWISE ON PLAN. 3.) ® DENOTES METAL STUDS FRAMING, SEE ARCH FOR LOCATION AND EXTENTS, SEE S001, 4.) F-# DENOTES CONCRETE FOOTING, SEE SCHEDULE ON THIS SHEET. TOP OF FOOTING AT BUILDING EXTERIOR WALLS =-i'-4" BELOW TOP OF SLAB. T/FTG. AT MASONRY COLUMNS=-1'-4- BELOW LOWEST ADJACENT FINISH GRADE. BOTTOM OF ALL FOOTINGS SHALL BE 18• MIN. BELOW LOWEST ADJACENT FINISH GRADE. VERIFY ALL TOP AND BOTTOM OF FOOTING ELEVATIONS W/ CIVIL AND MEP PRIOR TO FABRICATION AND CONSTRUCTION. 5.) T.E. DENOTES THICKENED EDGE, SEE SECTION. 6.) - DENOTES C.M.U. WALL CONTROL JOINT LOCATION, SEE DETAIL ON S201. 7.) C.J. DENOTES SLAB ON GRADE CONTROL JOINT, SEE DETAIL ON S201. 8.) SEE ARCH FOR DIMENSIONS NOT SHOWN, 9.) SEE ARCH AND MEP FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 10.) SEE ARCH AND MEP FOR SLAB ON GRADE SLOPES AND RECESSES, 11.) CENTER ALL COLUMNS AND WALLS ON FOOTING U.N.O.ON PLAN OR SECTION. 12.) G.C. VERIFY W/ARCHIMEP DRAWINGS FOR ROOF DRAIN LINES, STORM LINES, FIRE RISERS, AND SANITARY LINES. MASONRY WALL SCHEDULE LABEL TYPE VERT. REINF. AT FULL HEIGHT SECTIONS VERT. REINF. BELOW AND ABOVE OPENINGS JAMBS EA. SIDE OF OPENING ENDS AND CORNERS mw-1 8" C.M.U. #5 AT 40. O.C. (CENTERED) #5 AT 40" O.C. (CENTERED) 8'X16" FULL HEIGHT PIER WM5 AT 8" O.C. (CENTERED) PER S201 MASONRY WALL NOTES: A.) ALL MASONRY VERT. REINF. CELLS SHALL BE FILLED W/ 3000 PSI GROUT MIX, TYP. B.) PROVIDE HORIZONTAL JOINT REINF. PER STRUCTURAL NOTES ON 8001. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC HIGGEMOTHAM Q 00 O O U M\ CT CT o � v r %:4w � IC ^o O O � •--I ti. VN JO N Zw H OQ Q 0 0 � Z M M J T U) ILL vD LLJ _ Z W�/AS z a Id_ w LU 0 W Vo¢ 0 rn U U J IL W 0�/ LJ_ I..I� O LL 1 Z CD WZu \ L W a Jow o_ r W E F' 1 �Of Z LL a �X�ENSF •; 9� = ': 0 z 0 69377 z LUW * = < STT tQ- z0LLI 11 FSS/0N lE�C9\\`�� r''11F 1111\\\\\ aom : o a a w rn uaf. J W N Z m N N O U S LU N G U w a o o ax-a Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 S101 ROOF FRAMING PLAN 1/4 =1-0 FRAMING NOTES: C.M.U. BOND BEAM SCHEDULE (BOND BEAMS SHALL BE FILLED SOLID W/ 3000 PSI GROUT) BOND BEAM LOCATION 8"X8°MIN.XCONT,W/(1)#5CONT. A)ATTOPOFALLPARAPETWALLS 8" X16" MIN. X CONT. W/ (2) #5 CONT. (1)TOP,(1)BOTTOM A) AT DECK BEARING AT LONG WALLS B)AT ROOF DECK, AT SHORT WALLS, STEPAS REQUIRED, 1. ROOF METAL DECK SHALL BE 4.5D-12 X (18 GAGE) DEEP DECK ORIENTED PERPENDICULAR TO - AND WELDED TO SUPPORTS. THE G.C. SHALL VERIFY DECK FINISH W/ ARCH AND OWNER PRIOR TO FABRICATION AND CONSTRUCTION. ATTACH DECK TO STEEL SUPPORTS W/ ARC SPOT WELDS IN 12l2 PATTERN AND W/ BUTTON PUNCH OR TOP SEAM WELDED SIDE SEAM ATTACHMENT AT 12" O.C. 2. L-# DENOTES CAST-CRETE PRECAST LINTEL, SEE S401. 3. THE G.C. SHALL PROVIDE ROOF DRAINS AND SCUPPERS AS REQUIRED TO ALLOW FOR COMPLETE DRAINAGE OF ROOF AND CANOPY AT ALL TIMES TO AVOID PONDING OF WATER. 4. SEE ARCH FOR DIMENSIONS NOT SHOWN. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOC'` _..y.....-_ !22 Corrine Drive, Suite F Mando, Florida 32803 Phone: 407 2861787 Fax: 407 286 2281. I cj 0 00 Q'N +-' M \p • O H LL LU 0 w w 0 LL. z Z w LL >U OW a W LI.J�� o0 (`ZLL IL z 0— cD Z NN\ - LL LU 0 ~0N w LI_ x qC'�: w0 \cEN•• • 2 ± >: 77 o 3i W aWw .6 ;O' U Lu *G Z a S EOF 'mz05 RIC?P• Q �•F� ��� � � mow¢ LL it �1 °� a Q ' w w ZND N O N W N N O ZLU ¢ m w U LU a a Q o 0 o x 0 S102 <¢ SAW CUT CONTROL JOINT FILL SAW CUT W/ - TO BE 1/4 THE SLAB THICKNESS JOINT FILLER (SHALL BE WITHIN 12 HOURS) FOOTING PER PLAN AND SCHEDULE z x x (SECOND POUR) Z SEE PLAN WWF m 3 T.O. FOOTING (SEE PLAN) m � SAW CUT CONTROL JOINTS WWF (SEE PLAN) METAL OR PLASTIC KEY WOOD BULKHEAD FORMER NAILED TO BULKHEAD / (REMOVE AFTER FIRST POUR) / (REMOVE AFTER x r- / 3000 PSI CONC. FIRST POUR) WWF (SEE PLAN) \ (FIRST POUR) m s Dk x � xg a METAL OR PLASTIC KEY D.I.P. PIPE m w 30 T ,. N FORMER NAILED TO STEEL SLEEVE /�'///V/lv<//.A//.A .A/�� BULKHEAD (REMOVE :h SECONDPOUR FIRST POUR D = (SEE ARCH) , AFTER FIRST POUR) T=(SEE PLAN) TYP. PIPE UNDER FTG. SLAB CONSTRUCTION JOINT TYP. DEPRESSED SLAB DETAIL rf DETAIL 2 DETAIL 3 N.T.S. S201 N.T.S. 5201 N.T.S. 5201 NOTE: THE CONTRACTOR MAY ELECT TO PLACE GROUT IN 8'-0" LIFTS PROVIDING THAT THE SLUMP OF THE GROUT IS BETWEEN 10" AND 11" WHILE THE MINIMUM COMPRESSIVE STRENGTH OF THE GROUT IS MAINTAINED AT 3000 PSI AND THERE ARE NO INTERMEDIATE REINFORCED BOND BEAMS PLACED BETWEEN THE TOP AND BOTTOM OF THE POUR, INSPECTION HOLES SHALL BEAT 4'-O" O.C. CONTRACTOR SHALL BRACE WALL AS REQUIRED DURING GROUTING PROCEDURES. 11-W i GG tNP 1 REINFORCING TYP. SECT.) p � INTERSECTION BARS MATCH SIZE AND QUANTITY OF LARGER BAR IN FOOTINGS, WALLS AND. BEAMS (SEE TYP. SECT.) TYP. STEPPED FTG. DETAIL 4 N.T.S. S201 STOP POUR 1 1/2' BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR. VERTICAL REINFORCING BAR IN GROUTED CELL EACH SIDE MAXIMUM HEIGHT OF POUR IS 24'•0°MAX. RAKE JOINT & OF JOINT. REINFORCING TO NOTE: FILL ALL BLOCK HEIGHT OF LIFT IS 5'-0". WAIT 3 TO MIN. NOTE :FILL ALL BLOCK CAULK EA. SIDE MATCH TYP. WALL REINFORCEMENT CELLS WITH 3000 P.S.I. AND CONSOLIDATE WITH FLEXIBLE CABLE CELLS WITH 30DO P.S.I. ' GROUT BELOW GRADE VIBRATOR. POUR SUCCEEDING LIFTS GROUT BELOW GRADE 'LAY UP NEXT 4'-0" OF WALL AFTER WAITING 15 TO 60 MIN. AFTER LOWER SECTION IS POURED, RECONSOLIDATE EACH LIFT BY VIBRATING SEVERAL INCHES INTO THE PRECEEDING LIFT. CONSOLIDATION OF A LIFT AND STOP LIFT 1 1/2' BELOW TOP w' PRECEEDING LIFT MAYBE PERFORMED AT OF UNIT TO CREATE SHEAR KEY, 2= DOWELS MATCH THE SAME TIME. DOWELS MATCH PREMOLDED WALL VERT. REINF. WALL VERT. REINF. MAXIMUM LIFT-4-0" RUBBER INSERT PROVIDE 48 BAR DIA. PROVIDE 48 BAR DIA. LAP SPLICE LAP SPLICE GROUT TO CONFORM TO ASTM C476. ! NOTE: MAX. SIZE AGGREGATE = 3/8". SLUMP ' = 8" TO 10". DO NOT USE SAME MIX AS DISCONTINUE HORIZ CMU WALL SEE - CMU WALL SEE GROUT TO CONFORM TO ASTM C476. REINF. AT JOINT �\ FOR TIE BEAMS PLAN VIEW PLAN NOTES \ � PLAN NOTES MAX. SIZE AGGREGATE = 3/8". SLUMP =8"TO10".DONOT USE SAME MIX AS FOR TIE BEAMS. - PROVIDE 4 1/2'X4 112" MIN. CLEAN ...CMU WALL CONTROL JOINT DETAIL STANDARD ACI OUT AND INSPECTION HOLE. STANDARD ACI HOOK HOOK NOTES: l !FIG T IFTG I. -SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL a c SEE PLAN n' ` a 'r SEE PLAN CONTROL JOINT TO TOP OF WALL. a .. a 2.- CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0" O.C. IN WALLS WITH MORE NOTE: DO NOT GROUTUNTIL MORTAR THAN 25'-0" OF UNITERUPTED MASONRY. REFER TO DWGS. FOR SPECIFIED a HAS SET SUFFICIENTLY TO WITHSTAND a " NOTE: DO NOT GROUT UNTIL LOCATIONS AS NOTED THUS THE PRESSURE FROM THE GROUT. MORTAR HAS SET SUFFICIENTLY WAIT NOT LESS THAN 24 HOURS TO WITHSTAND THE PRESSURE TYPICAL HIGH LIFT TYPICAL LOW LIFT FROM THE GROUT WAIT NOT LESS THAN 24; HOURS. 3.-CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. CMU GROUTING CMU GROUTING DETAIL 7 DETAIL 8 N.T.S. 5201 N.T.S.. S201 ?fir EQUIPMENT ROOM WASH BAY ',, I I C.M.U. WALL, SEE PLAN C.M.U. WALL, SEE P I I AND SCHEDULE AND SCHEDULE '. DOWELS SHALL MATCH WALL DOWELS SHALL MAI CH WALL C.M.U. WALL BEYOND, SEE VERT. REINF. PROVIDE 48 BAR VERT. REINF. PROVI DE 48 BAR PLAN & SCHEDULE DIA. LAP SPLICE, TYP. DIA. LAP SPLICE, TY I 1/2" ISOLATION JOINT, CONT. THICKENED EDGE 1/2" ISOLATION JOINT, 1/2" ISOLATION JOINT, TYP. TYP 1/2" ISOLATION JOIN , TYP.. W/(1)#4 CONT. TYP.. 1/T ISOLATION JOINT :. CONIC. SLAB ON GRADE; CONIC SLAB ON GRADE, CONIC. SLABON GRADE, TYP,FINISH CONIC: SLAB ON GRADE, GRADE, SE SEE PLAN SEE PLAN SEE PLAN FINISH GRADE, SEE SEE PLAN CIVIL CIVIL T/SLAB T/SLAB SEE PLAN SEE PLAN _j SLEePLAN SEEY PLAN �rTH ��xx—xx— xx x x x Xx xxRIER VAPOR BARRIER VAPOR BARR ER 1/2" ISOLATION JOINT; 1 VAPORBARRIER SEE PLAN. SEE PLAN, SEE PLAN T/FO�.. _..,_-.PL NG.._..__.S T/FOJ. -SEE —NOTES TYP: T/F0OTCSEE PLAN NOTES PLjNO PLAN EXTEND VERT. DOWEL 6". SEE PLANNOTES INTO THICKENED EDGE, GE W/(1)#4 CONT., THICKENED ED E W/(1)#4 CONT,TMP TYR m CONIC. FOOTING, SEE PLAN .G, SEE PLAN AND SCHEDULE / i/ i •i CONIC. FOOTIN , SEE PLAN AND SCHEDULE, AND SCHEDULE L L .. L PREPARED SUB -GRADE PER PREPARED SUB-GRA E PER PREPARED SUB -GRADE PER DOWEL HOOK W/ 8" EMBED GEOTECHNICAL ENGINEER'S DOWEL HOOK W/8° EMBED GEOTECHNICAL ENG NEER'S DOWEL HOOK W/ 8" EMBED GEOTECHNICAL ENGINEER'S AND 8" HORIZONTAL, TYP, RECOMMENDATIONS AND 8" HORIZONTAL, TYP. '.. RECOMMENDATIONS AND 8" HORIZONTAL, TYP.. - RECOMMENDATIONS NOTE: FILL ALL BLOCK CELLS NOTE: FILL ALL BLOCK CELLS BELOW GRADE WITH 3000 P.S:I. BELOW GRADE WITH 3000 P.S.I. NOTE: FILL ALL BLOCK CELLS GROUT, TYP. GROUT, TYP. BELOW GRADE WITH 3000 P.S.F. GROUT, TYP. SECTION 10 SECTION 11 SECTION 12 3/4".= 1._0" S201 3/4" = V-0„ S201 3/4" = T-O" S201 2'-0" CORNER MATCH SIZE AND QUANTITY OF LARGER BAR IN FOOTINGS, WALLS AND BEAMS CORNER BAR(S) DETAIL '�01, 'I` 0 fV INTERSECTION BARS) DETAIL TYPICAL BAR DETAILS DETAIL 5 N.T.S. S201 /// REINF. GROUTED / CELLS PROVIDE PREFAB. "L" JOINT REINFORCING AT ALL CORNERS PROVIDE PREFAB. "T" JOINT REINFORCING AT ALL INTERSECTIONS PARTIAL PLAN 3'-6" NOTE: (2)#4 C— INSTALL BELOW UPPER LAYER (CTR ON CORNER) OF SLAB REINFORCING SEE NOTE ABOVE SLAB EDGE N (2)04X6A" (CTR ON CORNER) SEE NOTE ABOVE 1 1 i s. SEE PLAN FOR ADD'L SLAB REINF. TYPICAL CMU WALL DETAILS e" VERIFY DETAIL 9 ARCH N.T.S. S201 HORIZ. METAL STUD TIEBACKS C.M.U. WALL, SEE PLAN AND SCHEDULE DOWELS SHALL MATCH WALL VERT. REINF. PROVIDE 48 BAR DA, LAP SPLICE, TYP 1/2" ISOLATIONIV :1/2" ISOLATION JOINT, TYP TYR CONIC. SLAB ON GRADE, - FINISH GRADESEE PLAN CIVIL T/SLAB SEE PLAN A VAPOR BARRIER SEE PLAN T/F0� SEE PLAN NOTES CONIC.. FOOTING, SEE PLAN 3• L AND SCHEDULE PREPARED SUB -GRADE PER DOWEL HOOK W/ 8" EMBED GEOTECHNICAL ENGINEER'S AND 8" HORIZONTAL, TYP. RECOMMENDATIONS NOTE: FILL ALL BLOCK CELLS BELOW GRADE WITH 3000 P.S.I. GROUT, TYP. SECTION 13 3/4" = 1'-0" S201 TYP. SLAB CORNER REINF. DETAIL. 6 N.T. s. S201 TO BLDG. C.M.U. WALL AT CLIP CONNECTION PER S001, TYP. 48' O.C, MAX. _ + ++ ++ o (4)#10 TEK SCREWS, TYP. METAL STUD FRAMING SEE ARCH, SEE S001. I CLIP CONNECTION PER S001, TYP. e SHEATHING SEE ARCH, I E E SEE S001 I < CONT. C.M.U. BOND BEAM I CONT. METAL TRACK, SEE 8001 g REINF W/(I#4 CONT ` GROUTED SOLID, TYP. e 1/2' ISOLATION JOINT, SEE 10IS201 FOR ADDITIONAL FRAMING TYP + + INFORMATION' NOT SHOWN FOR CLARITY ` + + $ - FINISH GRADE, SE CIVIL ;o f T/SLAB 2 � SEEY PLAN€ 8" C.M.U. CURB GROUTED SOLID, WIDT T/FOOTING TO BE COORDINATED W/ STUD SIZE, SEE PLAN NOTES g SEE ARCH. PROVIDE #4 VERT. AT EA. END AND AT 24" O.C.; TYP. LL g THICKENED EDGE W/ (1) #4 CONT. M Y 3,/�`,/j / CONIC. FOOTING, SEE PLAN L AND SCHEDULE PREPARED SUB -GRADE PER DOWEL HOOK W/ 8" EMBED GEOTECHNICAL ENGINEER'S s AND 8" HORIZONTAL, TYP. RECOMMENDATIONS NOTE: FILL ALL BLOCK CELLS i BELOW GRADE WITH 3000 P.S.I. £ GROUT, TYP. REVIEWED FOR CODE COMPLIANCE � SECTION 14 ST. LUCIEC�+OUNTY 3/4" = 1'-0" S201 BOCC "mmef = eif Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407'286 1787 Fax: 407 286 2281 850 i o QN O�O� a oCD o cV N 0 N ZW H-- OQ Z 0 O' � TOM =ALL ' ^ W J v Z LLI LUdO z C W a Um0 J LL LU U I� L- U 0 O 1 Z�J W Z LE > Ye .rsv w W0w EL W�F- LU O r Z W a P-10 S-i r. Cd W `IIN111111//7 ` wwm Mzz Z 1 w 7: O = U J Z �m�w �ZOU OFUL *1 =yam t 0 N Z N N Z m W N U1 O K a v o T/C.M." SEE PLAN CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102 GALV. L4x4x3/8xCONT. W/ GALV. 5/8"0 X 4' EMBED HILT[ KWIK BOLT EXP. BOLTS AT 16' O.C. INTO C.M.U. BOND BEAM, TYP. 4-1/2' DEEP METAL DECK, SEE PLAN CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102 C.M.U. WALL, SEE PLAN AND SCHEDULE CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102 SUBMIT SHOP DRAWINGS W/ CONNECTION DETAILS TO C M U WALL, AND '. CALCULATIONS FOR REVIEW 4-1/2" DEEP METAL DECK, SEE PLAN GALV. L4x10x3/8xCONT. (LLV) BENT PLATE EA, SIDE OF C.M.U. WALL, W/ GLAV. 5/8"0 A307 THRU. BOLT AT 24' O.C. C.M.U. WALL, SEE PLAN AND SCHEDULE T/C.M.U. SEE PLAN 4-1/2" DEEP METAL DECK, SEE PLAN SECTION 1 SE TION 3/4„ = V-01, S301 . 3/4',= 1-01, S301 SEE ARCH T/ST + + + + SEE PLAN + +I I+ +I I— I++1 ++ �+ T/C.M.U� SEEP PLAN HORIZ: METAL STUD TIE BACKS - T' - TOBLDG. C.M.U. WALL AT I I. CONT. C.M.U. BOND BEAM, I I ATTACH FULL HEIGHT - 48" O.C. MAX. I SEE SCHEDULE ON S102 STUD TO TOP OF HEADER CONT 6'-18GA I W/ 4X4 CLIP PER S001 TOP TRACK, TYP.: CLIP CONNECTION PER S001, TYP. DOUBLE 6"X15/8"X16I A (4)#10 TEK SCREWS, TYP. I I METAL STUDS, #10 TEK SCREWS TYR AT 12" O.C. METAL STUD FRAMING + + (8) LOCATIONS, TYP SEE ARCH, SEE S001 + CONT. 6"-18GA. GALV.. L4x4x3/8xCONT. W/ GALV. 5/8"0 X 4" BOTTOM TRACK, TY . I ATTACH BRG. STUD TO SHEATHING SEE ARCH, SEE S001 I I I ( I EMBED HILTI KWIK BOLT 3 EXP. BOLTS AT 16" O.C. INTO C.M.U. BOND BEAM, TYP. I UNDERSIDE OF HEADER W/ 4X4 CLIP PER S001 ATTACH HORIZ. STUD TO TOP OF HEADER W/ (2)#10 TEK SCREWS, TYP. METAL BOXED HEADER, - SEE 6/S301 I I I I i I I I I I I I I I \I I I I A4-1/2" DEEP METAL DECK, SEE PLAN I OUTLINE OF METAL STUDS. EA. END, (1) BRG., -. -( -�- -(- - (1) FULL HEIGHT. ATTACH BEARING STUD TO FULL HEIGHT STUD W/(2)#10 TEK SCREWS AT 12" O.C. MAX, TYP.. CONT. C.M.U. BOND BEAM, MAX. SPAN - 8`-8" SEE SCHEDULE ON S102 STEP AS REQ'D C.M.U. WALL, SEE PLAN ,, DETAIL 6 AND SCHEDULE N.T. . S401 PRECAST LINTEL, SEE PLAN,. AND. SCHEDULE B/L TE SEE ARH .' --t`l . DOOR, SEE ARCH SECTION _5 3/4" =1'-0" S301 CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON 8102 GALV. L4x4x3/8xCONT. W/ GALV. 5/8"0 X 4" EMBED HILTI KWIK BOLT 3 EXP. BOLTS AT 16' O.C. INTO C.M.U. BOND BEAM, TYP. - DECK BEARING SEE PLAN CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102 C.M.U. WALL, SEE PLAN AND SCHEDULE PRE-ENGINEERED AWNING BY SUPPLIER SUBMIT SHOP DRAWINGS W/ CONNECTION DETAILS TO C.M.U. WALL, AND CALCULATIONS FOR REVIEW SECTION 3 3/4" = V-0" S301 NOTES: 1.8" PRECAST LINTELS BY CASTCRETE CORPORATION OR APPROVED EQUAL. 2. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. 3. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 4. PROVIDE 4" MINIMUM BEARING EACH END. 5. EXTEND REINF.16" MIN. BEYOND OPENING EA, END, TYP. VERT. REINF. SEE FOUNDATION PLAN NOTES.. VERT..REINF. SEE FOUNDATION (2) #5 CONT. PLAN NOTES. (2) #5 CONT. o (2) #5 CONT. J q N N ^� 0 (1)#5 CONT. (1)#5 CONT. L-1 USHAPED PRECAST CONCRETE L'2 U-SHAPED PRECAST CONCRETE _ LINTEL _ LINTEL (8F16-1B/2T) (8F24-1130) 8" PRECAST SCHEDULE DETAIL 7 N.T.S. S401 T/C.M.U. SEE PLAN CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102, STEP AS REQ'D. CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102 GALV. L4x4x3/8xCONT,W/GALV. 5/8"0X4" EMBED HILTI KWIK BOLT 3 EXP. BOLTS AT 16" O.C. INTO C.M.U. BOND BEAM, TYP. 4-1/2" DEEP METAL DECK, SEE PLAN �- C Ntu. WALL, SEE PLAN AND SCHEDULE SECTION 4 3/4"=1'-0" S301 d' s ~ ~ U C> ZN W H OQ Z � Oz _LnL '^WJ vv Z Wa-0 z �Ca W Voa m U U LL U Uj LL O LL Z w Z LLL \ Y W a Do U d U z W JUd w 1 p O O I`Z W REVIEWED FOR MODE COMPLIANCE x'T. LUCIE COUNTY OCC j,AUr1S16 = YCE . w n w� E Z * . 0, 9397 O - z z z s . 0¢z EOF 14 ., mzw RI0P a a �w erg_ ' ss/y�/�•,A`�a„ n a o N Z ao H p N N W -wi Z �w m U� who Qd x ¢ a o o ca Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone:407 286 1787 Fax: 407'286 2281. FLORIDA C.A. NO. 26850 S301 EXTERIOR WALL (1) #2/0 BARE COPPER IN 3/4" CONDUIT 1000A, 120/208V, 30, (1) #6 BARE COPPER TO 4W PANEL"MDP" NETWORK EQUIPMENT r-------------- COMMUNICATION M (1) #6 BARE COPPER INTERFACE BOX NEUTRAL BUS J DRIVE GROUND ROD MAIN BONDING JUMPER FLUSH WITH FINISHED GRADE. ENCLOSE LAST EQUIPMENT BONDING JUMPER Q 12" IN 4"C FOR FUTURE EQUIPMENT GROUND BUS GROUNDING OF OWNER PROVIDED EQUIPMENT o ISOLATED GROUND BUS O FOUNDATION o C FINISHED GRADE 2"C. W/ (4) 4 1/0 CU, (1) #4G d NEMA-3R 30 \\ 300AF U CONCRETE -ENCASED ELECTRODE: PAN(N) CW DISCONNECT N #4 AWG (OR LARGER) BARE COPPER OR STEEL BAR/ROD NOT LESS THAN Z METAL UNDERGROUND " DIAMETER AND AT LEAST 20' LONG WATER PIPE h 120/208VI30 (1) #4 BARE COPPER 400A MLO - NECT #2 CU TO GROUND ROD, NNG STEEL ND COLD WATER O3 GROUNDING ELECTRODE SYSTEM PE PER NECARTICL3C�30 Z TYPICAL ONE -LINE DIAGRAM N.T.S. N.T.S. PANELBOARD: CW (NEW) FAULT CURRENT: REFER TO ONE -LINE DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 400A AIC RATING: 10000 FULLY RATED MAIN SIZE/TYPE: MLO SERVES: CARWASH VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION:1 LOCATION: CKT NO. DESCRIPTION VOLTAMPS/PHASE IVMREI NO. BKR I AMP P I P I BKR AMP WIRE NO. VOLTAMPS/PHASE DESCRIPTION CKT NO. A B C A B IC 1 (6) RECLAIM PUMP & VFD 1,000 12 20 3 2 2 20 20. 12 12 11660 :.,�, , „ „ , ;,.:� (7)R.O. SYSTEM 2 3 +. 1,000 ..',,;:' :':'.:��„ 1,660 1,660 `',;';.. 4 5 ,;...;, 1,000 '. MOM 1,660 ](7)R.O..SYSTEM „ T" .� 6 7 (6) RECLAIM PUMP & VFD 1,320 j ,. 12 20 1 8 9 (8) REJECT CAPTURE SYSTEM , :. 1 660 „ 12 20 2 1 20 �`:'� , ,:!, SPACE 10 11 r 1660 1 20- SPACE 12 13 (9) WINDOW RINSE UP 530 12 20 3 1 20 .' :.! SPACE 14 15 Y 530 3 30 10 f0g2 010 ` 2,010 (5) AIR COMPRESSOR 16 17 530 18 19 (L) EQUIPMENT ROOM LTS 170 i ); .: 12 :20 1 2,010 2 20 21 AS WASH BAY LTS 270 12 20 1 1 20 12' 1 440 a : 2 WASH BAYTERMINALBOX 22 23 EXTERIOR WALL PACKS ? 310 12 1 20 1 1 1 15 12 w .' 960 (3) C-START/COINBOX 24 25 EQUIPMENT ROOM RECPTS 360 gft# ': 12 1 20 1 1 3 45 1 8 1 3,840 : 3,840 w ` (1) WASH BAY TERMINAL BOX 26 27 UH-1 " 80 ` 12 20 1 28 29 LIGHTING CONTACTOR # '; mom 360 12 20 1 . 3,840 30 31 CHEMICAL INJECTION PUMP 1,200 12 20 3 1 20 12 330;, " ' EF-1 32 33 .......:::...... 1,200 „:. 1 20 12 .,,,,...,._ 34 35 `, f ' ,,,.;.: 1,200 1 20 12 :" `:2; 1,200 81GNAGE 36 37 ON BOARD HP PUMP CTRL BOX 7,200 ' 4 60 3 1 20 12 80 :..s:, ' x�.tc! UH-1 38 39 7,200 ._.gffMM 1 ^ y ":i: SPACE 40 7,200 1 SPACE 42 SUBTOTAL 1 1.1,780 1 11,940 1 12,260 r9,680 1 8,980 1 9,670 1 SUBTOTAL TOTAL PHASE A - VA 21,360 I LOAD CONN. VA OF LOAD I CONN. VA DF AMPS. 178 COOLING I.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 20,920 HEATING 0 SIGN/DISPLAY 1.25 AMPS 174 LIGHTING 1,110 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 21,930 RECEPTACLES 360 1.0/.5 EXISTING 1.00 AMPS 183 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND 64,488 VA TOTAL PNLBD - VA 64,210 SUPP HEAT 1,00 SHOW WINDOW L26 AMPS 178 I MISC EQUIP 62,740 1:00 LTG TRACK 1.00 1794 PANELBOARD NOTES FED FROM: 400A/3PHASE FUSED DISCONNECT 300AF 5 00o NEW PANEL CW CW-32 5-20 CW-26,28,30 5-20 30A/l P/NF o CAR WASH EQUIPMENT SCHEDULE REFERENCE NUMBER ORIGIN TERMINUS 1 ELECTRICAL SERVICE WASH BAY TERMINAL BOX 2 ELECTRICAL SERVICE WASH BAY TERMINAL BOX 3 ELECTRICAL SERVICE UNITEC C-STAR COIN BOX 4 ELECTRICAL SERVICE MACNEIL TECH 21 DRYER 5 ELECTRICAL SERVICE 5 HP AIR COMPRESSOR 6 ELECTRICAL SERVICE PURCLEAN RECLAIM` 7 ELECTRICAL SERVICE PURCLEAN R.O. SYSTEM 8 ELECTRICAL SERVICE PURCLEAN REJECT RECAPTURE SYSTEM PUMP 9 ELECTRICAL SERVICE CHEMICAL INJECTION PUMP GFCI CW-38 CW-6,8 CW-1,3,5 CW-25 -/ CW-16,18,20 +18"A.F.F. CW-25 +1811A.F.F. CW-27 30A/1 P/NF CW-2,4 CW_7 CW-9,11 CW-37,39,41 CW-22 CW-31,33;35 EF-1 CW-10.12,14 1-6-20 Lb-ZU +5`-0" AFF +5'-0" AFF J 6 J 2 1 CW-291 0 rq LIGHTING CONTROL 0 O RE:3/C NE1.0 GROUND ELECTRODE SYS r ' I VJ N 0 N ZLU F- H O W 700 Q,''.� p''.roi _1 SILL LW 1 Z Q W CL 0 z `n',a w m , to Lu z s 0 Q � J uj a_ z�. • 3 L.V 34 e � LLl U. CL E J1 `J 0 �i)[ V UJ a LU Lu Wow z O CL w I.J_ 15 m L w I p F Q r a � tiz a s 0 s a N E SYMBOL LEGEND TELEPHONE/DATA OUTLET O JUNCTION BOX 125 V RECEPTACLE, DUPLEX 125 V RECEPTACLE, CEILING MOUNT DUPLEX 125 V RECEPTACLE, SIMPLEX a 125 V RECEPTACLE, o REVIEWEDLE �OUBLEDUPLEX ry, CCU C6r° S ECIAL RECEPTAC PI IEMACOIVFIG) ST. LUCIECOUMVD DISCONNECT 8 SC C Eh NON -FUSED DISCONNECT WALL SWITCH PANEL BOARD , *`,S*111Id .� Q P . W �•Q�N �p,W � .,t�'a i'p ... w w O z w 0 No ❑ 0,o c=i. CW E 1� (NOTE: NOT ALL SYMBOLS ARE USED) Contr: or oAy REFERENCE NUMBER ORIGIN TERMINUS QTY WIRE/CABLE SIZE CONDUIT NOTES REFERENCE NUMBER ORIGIN TERMINUS QTY WIRE/CABLE SIZE CONDUIT NOTES WASH BAY TERMINAL BOX OFFBOARD CHEMICAL 2 #14 AWG WIRES 3/4" SLIMLINE DRYER COUNT DOWN TIMER 6 #14 AWG WIRES 1/2" O12 INJECTION PUMP 1 #14 AWG GREEN WIRE 31 O ELECTRICAL CONTROL BOX 1 #14 AWG GREEN WIRE (J-BOX BY OTHERS) 10 #18 AWG WIRES 13 NOT USED 32 O NOT USED WASH BAY TERMINAL BOX PURCLEAN R.O. SYSTEM 2 #14 AWG WIRES 1/2" 33 EXTERIOR DUAL WASH BAY TERMINAL BOX 3 #14 AWG WIRES 1/2" _ LOCATE THERMOSTAT BULBS ON THE 14 THERMOSTAT ASSEMBLY OUTSIDE OF THE NORTH WALL OUT OF DIRECT SUNLIGHT BAY TERMINAL BOX VALVE ASSY/WALL 3 #14 AWG WIRES 1/2" PURCLEAN RECLAIM WASH BAY TERMINAL BOX 4 #14 AWG WIRES 1/2" OWASH 15 MOUNTED 34 O CONTROL WIRING WASH SAY TERMINAL BOX UNITEC C-START 10 #14 AWG WIRES 3/4" PURCLEAN RECLAIM FLOAT SWITCHED AT LAST 4 #14 AWG WIRES 1" UNDERGROUND PVC PIPE FROM RIGH O16 COIN BOX 1 #14 AWG GREEN WIRE 35 O CONTROL WIRING TANK OF RECLAIM SIDE OF RECLAIM TO FLOAT SWITCHES IN LAST TANK UNITEC C-START CASHIER'S AREA 1 4 CONDUCTOR 1/2" WASH BAY TERMINAL BOX REPRESSURIZATION PUMP 3 #14 AWG WIRES 1/2" 17 COIN BOX INTERCCOM CABLE(IF PRESENT 36 ON R.O. SYSTEM UNITEC C-START CASHIER'S AREA 2 CAT 5COMMUNICATION 3/4" 37 3 MESSAGE ENTRANCE WASH BAY TERMINAL BOX 4 #14 AWG WIRES 1/2" 18 COIN BOX CABLE SIGN 1 #14 AWG GREEN WIRE WASH BAY TERMINAL BOX ENTRANCE ACTIVATION 4 #14 AWG WIRES 1/2" WASH BAY TERMINAL BOX ONBOARD HP PUMP 5 #14 AWG WIRES 1/2" O24 RELAY BOX 38 O CONTROL BOX 1 #14 AWG GREEN WIRE ENTRANCE ACTIVATION ENTRANCE ACTIVATION 1 PHOTOEYE CABLE 1/2" CABLE SUPPLIED BY RYKO ONBOARD HP PUMP PUMP INLET WATER 2 #14 AWG WIRES 1/2" 25 RELAY BOX PHOTOEYE (J-BOX READ) 39 CONTROL BOX SOLENOID JUNCTION BOX ENTRANCE ACTIVATION ENTRANCE ACTIVATION 1 PHOTOEYE CABLE 1/2" CABLE SUPPLIED B) RYKO ONBOARD HP PUMP ONBOARD HP PUMP 3 #6 OR 10 AWG WIRES 3/4" 26 RELAY BOX PHOTOEYE 40 CONTROL BOX MOTOR 1 #6 OR 10 GREEN 27 WASH BAY TERMINAL BOX COMMUNICATION INTERFACE BOX 4 1 #14 AWG WIRES #14 AWG GREEN WIRE 3/4" 41 G&G LED BAY FIXTURES G&G LED BAY FIXTURES 5 INTERCONNECT CABLES (PROVIDED) 1 4 PAIR SHIELDED CABLE G&G LED CONTROL PANEL G&G LED FIRST BAY 1 INTERCONNECT SUPPLIED BY RYKO 42 FIXTURE CABLE (PROVIDED) WASH BAY TERMINAL BOX SLIMLINE DRYER 12 #14 AWG WIRES 3/4" 28 ELECTRICAL CONTROL BOX 1 #14 AWG GREEN WIRE SLIMLINE DRYER TERMINAL BOX ON 9 #10 AWG WIRES 29 ELECTRICAL CONTROL BOX SLIMLINE DRYER 1 #10 AWG GREEN WIRE SLIMLINE DRYER j PHOTOEYES' FOR CABLE SUPPLIED WITH 1/2" 30 ELECTRICAL CONTROL 'BOX I SLIMLINE DRYER PHOTOEYES (2 PLCS) GENERAL NOTES 1. CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH EQUIPMENT MANUFACTURER'S FINAL EQUIPMENT LAYOUT AND INSTALL LOW VOLTAGE CONNECTIONS PER MANUFACTURER'S RECCOMENDATIONS. 2. ROUTE ALL CONDUITS OVER HEAD, UNLESS NOTED OTHERWISE WITH DASHED LINE. 3. ALL CONDUIT AND JUNCTION BOXES SHALL BE PVC, UNLESS NOTED OTHERWISE. ALL CONDUITS PASSING THROUGH WASH BAY'S SHALL HAVE WATERTIGHT FITTINGS. 4. JUNCTION BOX REQUIRED FOR EACH PIECE OF EQUIPMENT. KEY NOTES 16.101 THIS GROUND ROD MAY ALSO BE CONNECTED TO THE REQUIRED ETHERNET FIREWALL BUT MUST NOT BE CONNECTED TO ANY OTHER PLACES OR DEVICES. 16.102 INSTALL AN 8 FOOT COPPER GROUND ROD THROUGH THE CONCRETE UNDER THE COINBOX. LEAVE 2 TO 3 INCHES OF THE ROD STICKING UP OUT OF THE CONCRETE POUR. DURING COINBOX INSTALLATION, CONNECT THE GROUND ROD TO THE COINBOX MOUNTING BOLTS TO GROUND THE COINBOX CABINETRY. DO NOT CONNECT THIS GROUND ROD TO ANY OTHER PLACES OR DEVICES. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC s N cp ^r oo v N i uu s� U cz Ls: aU V U U V � Q V) CV 0 N zW F— ® o ix I 0 inm p M J J P1lWa �J Z 2 Wao z �C)a J U Ci U J IL W U 0_ u1 IC F- w O LL z= wzL /otSU Lu 0 W Oa z U W Uj 1 p O Z L- a z Q J 0_ (D z Q U ry w W J F- F 1 1 , w�•• w U a ulp��,, ,,*���►� , • ; ...... off . ���ffff �Q w 6,•. �„�i �ly:y O W,z -p. Lu CC Q z ViQ:C7.� O',`�t W J W K 0 O N O z N H N O N g W O Z N W U chic[[ CWE2.0 LIGHTING FIXTURE PACKAGE UNLESS OTHERWISE NOTED 7-ELEVEN SHALL PROVIDE THE INTERIOR AND EXTERIOR LIGHTING FIXTURE PACKAGE- FURNISHED BY GRAYBAR (INSTALLED BY G.C.) LIGHT SWITCHES ALL OCCUPANCY SENSING SWITCHES ARE TO BE MULTI - TECHNOLOGY WALL SWITCH SENSOR, 1200 SQ. FT. MAJOR MOTION COVERAGE, 400 SQ. FT., MINOR MOTION COVERAGE, 800W@l20V INC, 1200VA@l20V FL, 2700VA@277V FL, 1/4HP@l20V MOTOR, COMMERCIAL GRADE - WHITE CALIFORNIA TITLE 24 COMPLIANT. ALL TO BE PROVIDED BY GRAYBAR AND INSTALLED BY G.C. LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER VOLTSIPHASE WATTS LAMPS MOUNTING DESCRIPTION QTY TYPE QTY B SEE CAR WASH VENDOR DRAWINGS 120/1 LED WALL INTERIOR (BAY) LED WALL LIGHT 6 C1 PHILLIPS SN-2-481NUVNSS-TLEDW 120/1 36 421875-19T8/END/48- 4000-UNV (LED) 2 SURFACE SURFACE MOUNTED STRIP FIXTURE WITH PHILIPS LED LAMPS 4 G BETA LED SEC-EDG-3M-WM-06-D-UL-BZ-525 120/1 102 LED 1 WALL EXTERIOR LED WALL LIGHT 10 X1 PHILLIPS - E611 W 120/1 11 LED 2 UNIVERSAL EMERGENCY FIXTURE W/ 90 MINUTE BATTERY BACKUP 2 Neutral LEVITON MODEL #OSSMT-MDW L O' a a e e d Line BI ck White Blue CONTRACTOR TO PROVIDE ENCLOSURE Green d FOR CONTACTORS. Ground 0 0 O 0 NOTE: RESTROOM SET TO 10 MINUTES. BACKROOM AND OFFICES SET TO 20 MINUTES. BACKROOM WITH HIDDEN AREAS SET TO 30 MINUTES. O"A" OCCUPANCY SENSOR N.T.S. oLIGHTING PLAN 1 3/8" = 1 -0„ 24 HR. PROGRAMMABLE TIME -CLOCK WITH OVERRIDE SWITCH TC CW-29 N GENERALPURPOSE CONTROL RELAY WITH` 120V COIL. TYP _ � WASH BAY r-- C �I 'CW-21 LIGHTSEXTRIOR. 'jI CW-23 WALLPACKS I i I I L__J OPHOTO CELL CONTACTOR N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC �N w �"o v e �Oa,a3w zN w OQ O _ rn ®e M w LL � 0Z LU ED�O z ��a zmlUmC) 0 J LL W U W F-- 0 LL. 1 z= WzLL >� Z LIJ �W � O U w LU E 1 p0 KZ w a ,%%++ -40O .�10 Wy �. 'W O: J" 0 Ztio O w m uQl J W O N z o N O m g O W O N W U LLJ a o o 0 CWE3.0 , ELECTRICAL SPECIFICATION INTRODUCTION THE CONTRACTING FOR INSTALLATION OF THE ELECTRICAL SYSTEM WILL BE ACCOMPLISHED IN THE FIELD AT THE DIVISION LEVEL. THESE SPECIFICATIONS ARE TO AID IN PREPARATION OF DIVISION LEVEL STORE PLANS AND CONTRACT DOCUMENTS. IN CASE OF A CONFLICT BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS PROVIDED BY THE DIVISION CONSTRUCTION MANAGER, THE DIVISION'S PLANS AND SPECIFICATIONS SHALL PREVAIL. 1.SCOPE 1.1 PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO EXECUTE WORK. 1.2 THIS WORK INCLUDES, BUT IS NOT LIMITED TO: ELECTRICAL SERVICE AND DISTRIBUTION SYSTEMS, PANELBOARDS, DISCONNECT SWITCHES, LIGHTING FIXTURES, POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM. 1.3 ELECTRICAL CONTRACTOR TO VERIFY TYPE OF POWER SERVICE AVAILABLE (UNDERGROUND OR OVERHEAD) AND MAXIMUM SHORT CIRCUIT CURRENT PRIOR TO SUBMITTING A PROPOSAL. 1.4 ELECTRICAL CONTRACTOR TO VERIFY TYPE OF TELEPHONE SERVICE AVAILABLE (UNDERGROUND OR OVERHEAD) PRIOR TO SUBMITTING A PROPOSAL, 1.5 ELECTRICAL CONTRACTOR VERIFY METERING, IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS, FOR GENERAL SERVICE SCHEDULE. 1.6 ELECTRICAL CONTRACTOR SHALL PROVIDE 3-PHASE 4-WIRE 1201208V WYE SERVICE. IF FOR ANY REASON, THIS IS NOT AVAILABLE, THE ELECTRICAL CONTRACTOR SHALL NOTIFY 7-ELEVEN, IN WRITING PRIOR TO SUBMITTING A PROPOSAL 1.7 ELECTRICAL CONTRACTOR SHALL PROVIDE LABELS 3/16 INCH HIGH, FOR DESCRIPTION OF MAIN SWITCHBOARD, PANELBOARD AND ALL BRANCH CIRCUITS, 2. INSTALLATION 2.1 THE INSTALLATION SHALL COMPLY WITH ALL LAWS IN EFFECT APPLYING TO ELECTRICAL INSTALLATION, AND WITH THE REGULATIONS OF THE NEC, WHERE SUCH REGULATIONS DO NOT CONFLICT WITH THE LAWS IN EFFECT, AND WITH THE PUBLIC UTILITY COMPANY FURNISHING THE SERVICE. 2.1 A THE CONTRACTOR SHALL UPGRADE THESE SPECIFICATIONS AS REQUIRED TO MEET COMPLIANCE WITH ALL APPLICABLE CODES IN EFFECT; HOWEVER, WHERE THESE SPECIFICATIONS MAKE STIPULATIONS OVER AND ABOVE THE MINIMUM REQUIREMENTS OF APPLICABLE CODES, THE CONTRACTOR SHALL NOT DOWN -GRADE THESE SPECIFICATIONS TO MINIMUM CODE REQUIREMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM 7-ELEVEN: 2.2 CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED ELECTRICAL CONDUIT AND WIRING FOR ALL MOTORS, STARTERS AND ELECTRICAL CONTROLS. HE SHALL MAKE ALL LINE VOLTAGE ELECTRICAL CONNECTIONS AS REQUIRED FOR HVAC SYSTEMS, 2.3 ELECTRICAL CONTRACTOR SHALL COMPLETE THE CONNECTIONS TO ALL RECEPTACLES, SALES COUNTERS, GONDOLAS AND FINAL CONNECTIONS TO ALL FIXTURES AFTER FIXTURES ARE IN PLACE. 2.4 VERIFY EXACT LOCATION OF ALL SIGNS WITH 7-ELEVEN REPRESENTATIVE. FURNISH AND INSTALL ALL CONDUITS AND WIRES WITH STUB -UPS AS DIRECTED BY THE 7-ELEVEN CORPORATION. MAKE ALL FINAL CONNECTIONS AS REQUIRED. 2.5 WIRING 2.5.1 ALL WORK SHALL BE COMPLETED IN A NEAT AND WORKMAN -LIKE MANNER. THE CONTRACTOR SHALL CONTACT THE 7-ELEVEN CORPORATION REPRESENTATIVE SHOULD THIS PLAN REQUIRE MODIFICATION TO COMPLY WITH LOCAL CODES. 2.5.2 ALL WIRING SHALL BE RUN IN APPROVED METALLIC RACEWAY OR CONDUIT AND SHALL BE UNIFORMLY COLOR CODED THROUGHOUT THE ENTIRE SYSTEM. SPLICES, TAPS, AND TERMINALS SHALL BE MADE ONLY IN J BOXES, OUTLETS AND PANEL BOARDS. 2.5.3 ALL CONDUCTORS SHALL BE COPPER THHN, 90 DEGREE CELSIUS, WITH A MINIMUM WIRE SIZE OF #12 AWG (ALUMINUM CONDUCTORS SHALL NOT BE USED). THE CONTRACTOR SHALL ENSURE THE CONDUCTORS UTILIZED ARE IN KEEPING WITH GOOD PRACTICE FOR THE CIRCUIT/PROTECTIVE DEVICES EMPLOYED, THE NEUTRAL CONDUCTOR (WHERE USED) SHALL HAVE THE SAME AMPACITY AS THE ASSOCIATED PHASE 2.5.4 THE CONTRACTOR SHALL ENSURE THAT CIRCUIT AMPACITY AND SHORT CIRCUIT/OVERLOAD PROTECTION IS APPROPRIATE FOR THE EQUIPMENT BEING INSTALLED. UL LISTING CONDITIONS SHALL BE OBSERVED. 2.5.5 TO COMPLY WITH NEC/UL LISTING CONDITIONS, CERTAIN ROOFTOP UNITS ARE SHOWN WITH FUSED DISCONNECTS: 2.5.5.1 ALL FUSES SERVING MOTOR LOADS WILL BE OF THE DUAL ELEMENT TYPE. 2.5.5.2 DUE TO DIFFERENT INTERRUPTING CHARACTERISTICS, PANELBOARD CIRCUIT BREAKERS MAY BE RATED HIGHER THAN THE DUAL ELEMENT FUSES THEY SUPPLY TO ENSURE SUFFICIENT STARTING CURRENT. 2.5.6 WIRE SIZES LISTED ARE MINIMUM. CONDUCTORS SHALL BE SELECTED SUCH THAT THE MAXIMUM VOLTAGE DROP BETWEEN THE PANELBOARD AND LOAD (AT FULL LOAD AMPS) SHALL NOT EXCEED THE FOLLOWING GUIDELINES: 2.5.6.1 MOTOR LOADS (AIR CONDITIONING, REFRIGERATION, ETC.) ------ 2% OF CIRCUIT VOLTAGE AT PANELBOARD. 2.5.6.2. ALL OTHER LOADS ---- 5% OF CIRCUIT VOLTAGE AT PANELBOARD. 2.5.7 SPECIAL NOTES ON SERVICES: 2.5.7.1 120/208V, 3-PHASE, WYE THE CONTRACTOR SHALL CHECK THE REQUIREMENTS OF ALL EQUIPMENT AND WILL INSTALL AUTOTRANSFORMERS (BUCK AND BOOST TRANSFORMERS) AS REQUIRED. 2.5.8 THE CONTRACTOR SHALL PROVIDE DEDICATED CIRCUITS WITH ISOLATED GROUND FOR ALL CIRCUITS ORIGINATING FROM PANEL S. THE PURITY OF THE ISOLATED GROUND SHALL BE MAINTAINED BY USING ONLY INSULATED GROUNDING CONDUCTORS AND ISOLATED GROUND. THE GROUNDING CONDUCTOR FOR THE. ISOLATED GROUND SHALL NOT MAKE ELECTRICAL CONTACT WITH THE COMMON GROUND OR ANY ITEM CONNECTED TO THE COMMON GROUND (I.E. CONDUITS, "J"-BOXES, SWITCH BOXES, ETC.) AT ANY POINT OTHER THAN AT THE SERVICE GROUNDING TERMINAL. SEE 2005 NEC 250-74 EXCEPTION #4. 3. MATERIALS: ALL MATERIALS AND DEVICES SHALL BE J.L. APPROVED AND SHALL CONFORM TO THE STANDARDS OF N.E.M.A., N.E.C., AND I.E.E.E.. 3.1 LIGHT FIXTURES: SEE SCHEDULE ON ELECTRICAL PLAN, 3.2 RACEWAYS: ALL CONDUIT SHALL B 'PVC. 3.3 FITTINGS AND BUSHINGS:ALL REQUIRED BENDS, FITTINGS, JUNCTION BOXES, ETC., WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS, SHALL::BE INSTALLED TO SATISFY ALL CODES AND STANDARDS OF GOOD PRACTICE. ALL CONDUCTORS ENTERING/LEAVING A CONDUIT OR RACEWAY SHALL BE AFFORDED ABRASION PROTECTION BY AN ADEQUATE BUSHING OR OTHER AP ROVED MEANS. 3.4 OUTLET BOXES: SHALL BE STANDARD, STAMPED GALVANIZED STEEL BOXES; "J"-BOXES AND OUTLET BOXES USED AS A PULL BOX SHALL BE PROVIDED WITH A SUITABLE COVER OF SAME MATERIAL AS BOX. 3.5 WIRING DEVICES: INSTALL ON EACH AND EVERY OUTLET BOX, A WIRING DEVICE AND/OR COVERPLATE, ALL AS INDICATED BY SYMBOL ON THE DRAWINGS. 3.5.1 WALL SWITCHES: 3.5.1.1 SINGLE POLE SWI CHES: SINGLE POLE WALL SWITCHES SHALL BE SIMILAR AND EQUAL; TO "BRYANT" #4501-120A, 120-277VAC TOGGLE SWITCH (WHITE) WITH COVERPLATE FOR SINGLE GANG OR (WHITE) COVERPLATE FOR DOUBLE GANG. 3.5.1.2 3-WAY SWITCHES: 3-WAY SWITCHESSHALL BE SIMILAR AND EQUAL TO "BRYANT" #4503-I 20A, 120-277VAC 3-WAY SWITCH (WHITE HANDLE) A D HITE COVERPLATE FOR SINGLE GANG OR WHITE COVERPLATE FOR DOUBLE GANG. 3.5.3 CONVENIENCE OUTLET (20 ): 20A CONVENIENCE OUTLETS SHALL AND EQUAL TO "BRYANT' #5342-1 2 POLE, 3 WIRE, 20A 125V, DUPLEX G UNDING RECEPTACLE WITH (WHITE) COVERPLATE. 3.5.4 OUTLET, ISOLATED GROUND (20A): ISOLATED GROUND OUTLETS SHALL BE EQUAL TO "BRYANT' #5261-IG 2 POLE, 3 WIRE, 20A, 125V, SIN 3LE, ISOLATED GROUND RECEPTACLE (ORANGE) WITH (WHITE) COVERPLATE. 3.5.5 GFCI CONVENIENCE OUTLETS (INDOOR & OUTDOOR): OUTDOOR GFCI OUTLETS S ALL BE WEATHER RESISTANT (WR) LABELED, EQUAL TO THE "BRYANT" #GFTR20W 20A OUTLET WITH OUTDOOR COVERPLATE #4500B AND BACK PLATE #63101. INDOOR GFCI (,OUTLETS SHALL BE EQUAL TO "BRYANT" #GF53WL, 20A WITH WHITE COVERPLATE. 3.5.6 FLOOR BOXES: ALL FLOOR OUTLETS SHALL BE'MOUNTED IN AN APPROVED FLOOR BOX SIMILAR AND EQUAL TO "HUBBEL" ECONOMY TYPE II FLOOR BOX WITH BRASS COVER. 3.5.7 SAFETY SWITCHES: SAFETY SWITCHES SHALL B UL APPROVED GENERAL DUTY SAFETY SWITCHES SIMILAR AND EQUAL TO THOSE MAN FACTURED BY "SQUARE-D". SWITCHES WILL BE FUSIBLE OR NON - FUSIBLE AS DICTATED BY PLANS/LOCAL CODES AND WILL BE INDOOR (DRY) INSTALLATION OR A NEMA TYPE 3R ENCLOSURE FOR OUTDOOR INSTALLATION. 3.5.8 NOT USED 3.5.9 PHOTO CELL (OUTDOOR): ELECTRONIC LIGHT SENSOR IS THE TORK EPC-1. ENCLOSED IN A LEXON HOUSING WITH A 1/2" CONDUIT MOUNTING AND 180 DEGREE SWIVEL. LIGHTING CONTROLLER HAS A 2 TO 100 FOOT-CANDLE LIGHT DJUSTMENT. INSTALL IN A WEATHER TIGHT JUNCTION BOX ON THE ROOF AT RTU-2 SET SENSOR TO 100 FOOT-CANDLE LEVEL. 3.5.9.1 LIGHTING CONTROLLER (OUTDOOR LIGHTING CONTROL): THE LIGHTING 'CON ROLLER IS THE TORK LC-200 IN A NEMA 1 ENCLOSURE. THE LC-200 IS USED IN CONJUNCTION WITH THE TORK EPC-1. 3.5.10 CONTACTOR (OUTDOOR LIGHTING CONTROL): THE LIGHTING CONTACTORS FOR USE WITH THE OUTDOOR PHOTO CELLS SHALL BE SIMILAR AND EQUAL TO "SQUARE-D" ELECTRICALLY HELD LIGHTING CONTACTOR CLASS 8903 TYPE LG-80 FORM F WITH 120V CONTROL COIL, NORMALLY OPEN CONTACTS RATED AT 30 AMPS CONTINUOUS, IN NEMA TYPE 1 ENCLOSURE WITH FUSED CONTROL CIRCUIT. REF WIRING DIAGRAM DETAIL 2/E3. 3.5.11 PHOTO CELL BYPASS SWITCH: THE PHOTOCELL BYPASS SWITCH SHALL BE A "BRYANT' #4801-L SINGLE POLE LOCK TYPE 15A 120-277 VOLT SWITCH WITH KEY #6006 AND COVERPLATE (WHITE). N TE: NO SUBSTITUTION SHALL BE PERMITTED THE CONTRACTOR CAN 0 U UNLESS PROVE TO THE 7-ELEVEN CORPORATION REPRESENTATIVE THAT THE PROPOSED SUBSTITUTE WILL OPERATE WITH "BRYANT' KEY #6006. THE KEY SHALL BE TURNED OVER TO THE 7-ELEVEN CORPORATION REPRESENTATIVE AT ACCEPTANCE (NOT LEFT IN SWITCH, CASH REGISTER, ETC.). 3.6 SERVICE/DISTRIBUTION EQUIPMENT: PANEL AND DISTRIBUTION PANEL SHALL BE SQUARE D. ALL SWITCH GEAR TO BE PURCHASED FROM GRAYBAR. FOR PRICING AND PLACING ORDERS, CONTACTO7-ELEVEN' FOR THE APPROPRIATE SALES DEPARTMENT. 3.6.1 MAIN POWER SWITCHES THE MAIN PANEL POWER SWITCHES SHALL BE SQUARED' TYPE I LINE, RATED AT 65,000 A.I.C. (MIN.) CIRCUIT BREAKERS SHALL BE LISTED AS FOLLOWS: 225A 3 POLE: SQUARE 'D' TYPE QD (25,000 A.I.C.) 100A 3 POLE: SQUARED' TYPE FH (25,000 A.I.C.) NOTE: PANEL RATINGS REQUIRED FOR HIGHER AIC REQUIREMENTS SHALL BE PRESENTED TO THE DISTRIBUTOR FOR MODIFICATIONS TO THE GEAR SUBMITTAL. 3.6.2 PANELBOARDS: SQUARED' PANELBOARDS USED IN SERIES WITH I -LINE CIRCUIT BREAKERS AND FITTED WITH SQUARED' BRANCH CIRCUIT BREAKERS ARE LISTED FOR USE WITH UP TO 22,000 RMS SYMMETRICAL AMPS OF FAULT CURRENT. USE AN APPROPRIATE SQUARE'D' BREAKER WITH EACH PANEL, PANELS SHALL BE RATED AT 22K AIC. CIRCUIT BREAKERS SHALL BE TYPE QOXXX-"QO"-FRAME 3.6.2,1 PANELBOARDS: PANEL 7, IF REQUIRED, SHALL BE FED BY A SQUARE D NO. 8903SQG2VO2. CONTACTOR SHALL BE WIRED FOR EMERGENCY SHUT DOWN. 3.6.3 WIREWAY: THE WIREWAY SHALL BE SIMILAR AND EQUAL TO "SQUARE D COMPANY" WIREWAY WITH APPROPRIATE FITTING FOR THE PARTICULAR INSTALLATION. CONTRACTOR SHALL SIZE TO INSTALLATION IN ACCORDANCE WITH GOOD PRACTICE AND CODES IN EFFECT, 3.7 OVERCURRENT/SHORT CIRCUIT PROTECTIVE DEVICES: 3.7.1 PANELBOARD BRANCH/FEEDER CIRCUIT BREAKERS: ALL DOWNSTREAM BREAKERS MUST BE SQUARED' TO MAINTAIN SERIES LISTING. IF FUSIBLE DISCONNECTS ARE USED, SQUARE 'D' PANEL BOARDS AND CIRCUIT BREAKERS MAY BE USED. 3.7.2 GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS: GROUND FAULT CIRCUIT INTERRUPTER (GFCI) TYPE CIRCUIT BREAKERS SHALL BE SIMILAR TO THE PANELBOARD CIRCUIT BREAKERS BUT WITH GROUND FAULT PROTECTION. GFCI BREAKERS SHALL BE UL APPROVED AS CLASS A DEVICES IN ACCORDANCE WITH UL STANDARD #943. 3.7.3 FUSES, MAIN SWITCHBOARD: MAIN SWITCHBOARD FUSES, IF REQUIRED, SHALL BE CLASS J CURRENT LIMITING FUSES SIMILAR AND EQUAL TO "GOULD (AST200)" LOW PEAK (LPN-RK200) FUSES. 3.7.4 FUSES, EQUIPMENT: EQUIPMENT FUSES, IF REQUIRED, SHALL BE OF THE DUAL ELEMENT, TIME DELAY VARIETY SIMILAR AND EQUAL TO "GOULD" TRIONIC TR-T FUSES. 3.8 SPD SHALL BE PROVIDED BY GRAYBAR. 3.9 CONDUCTORS: ALL CONDUCTORS SHALL BE COPPER THHN, 90 DEGREES CELSIUS. MINIMUM WIRE SIZE SHALL BE #12AWG. WIRE #6AWG AND LARGER SHALL BE STRANDED. INSULATION SHALL BE TYPE THWN OR THW, OR AS SHOWN ON THE PLANS AND SHALL CONFORM WITH NEC FOR THE PARTICULAR APPLICATION. RHW INSULATION SHALL BE USED IN CONDUIT ON THE ROOF. USE THHN INSULATION IN FLUORESCENT LUMINARIES USED AS RACEWAYS. NOTE: ALUMINUM CONDUCTORS SHALL NOT BE USED. 4. TESTING AND INSPECTION 4.1 TESTING: 4.1.1 THE CONTRACTOR SHALL TEST, PRIOR TO ENERGIZING FOR THE FIRST TIME, ALL PIECES OF ELECTRICAL EQUIPMENT TO ASSURE THEM TO HAVE THE PROPER PHASE TO PHASE AND PHASE TO GROUND INSULATION AND TO BE FREE OF SHORTS. AFTER ENERGIZING, EACH LUMINAIRE SHALL BE LIGHTED AND TESTED. 4.1.2 THE VARIOUS CIRCUITS SERVED FROM THE PANELBOARDS VARY IN LOADING. THE CONTRACTOR SHALL CAREFULLY BALANCE THE LOAD ON EACH LEG OF THE SERVICE. WHEN ALL LOAD IS TURNED ON AND THE SYSTEM IS OPERATING AT 100%, THE INITIAL UNBALANCE SHALL NOT EXCEED 10%. NOTE: WITH 3 PHASE DELTA, PHASES A AND C SHALL BE BALANCED WITHIN 10% PHASE B SHALL BE BALANCED AS CLOSELY AS POSSIBLE. 4.2 INSPECTION: ELECTRICAL CONTRACTOR SHALL FURNISH AT THE COMPLETION OF THE PROJECT OR EACH INSPECTION POINT OF THE PROJECT, AN INTERMEDIATE OR FINAL INSPECTION CERTIFICATE FROM THE LOCAL INSPECTING AUTHORITY. 4.3 PERFORMANCE REQUIRED: 4.3.1 ALL EQUIPMENT AND FIXTURES SHALL BE PROPERLY CONNECTED WITH ADEQUATE POWER AND CHECKED THOROUGHLY FOR PROPER OPERATION. 4.3.2 ALL EXPOSED EQUIPMENT SHALL BE INSTALLED AS PER DRAWINGS AND IS SUBJECT TO INSPECTION FOR WORKMAN -LIKE APPEARANCE. 5. INDUSTRY -STANDARDS 5.1 THE FOLLOWING IS A LIST OF ABBREVIATIONS USED IN THE ELECTRICAL SPECIFICATIONS. NEC. .........:............NATIONAL ELECTRIC CODE NEMA..................NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL....................:....UNDERWRITERS LABORATORIES, INC. HVAC..................HEATING, VENTILATING AND AIR CONDITIONING IEEE ..........:...........INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS GFCL....................GROUND FAULT CIRCUIT INTERRUPTER AIC.. .:...:.......AMPERES INTERRUPTING CAPACITY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC h 00 O O U M a a1 �d � w o o • U ^0 �" • E °`oaa,sw cnCN c N Z Lu Q ZO O�rn 0 � Z M M V Z m Wa0 z W w UC U LL W 0�/ LL w 0- I- O L.L I z C7 W Z LJL ` `1 W °a U ui z W0w JOa v I'I"I�Of 1 p0 Z LL. b�A W U) _® _U U- U W W CL U) w W `OQ D ,�2 LL6 rr� `Z o co w w a O.0 c7 c z a ek .- c k w cn Q W J N O N O Z N N N � � u Lu Z Y. y W i o a o u k b NOTES'. ril WINCON CONTROLLER LOCATED NEAR POS IN KIOSK. L4� TRENCH IN BAY FLOOR REQUIRED FOR UNDERCAR 1-1/2"WIDE x 2"DEEP x 10'-2" LENGTH (BY OTHERS). REQUIRED ETHERNET FIREWALL CAN BE PLACED AT ANY CO VENIENT LOCATION. k5j WASH BAY SHOWN, 40'-8" LENGTH x 15'-4" WIDE. EQUIPMENT ROOM, 40'-8" LENGTH x 5'-8" WIDE. RECOMMENDED SLOPE OF FLOOR IN BAY IS 1/8" PER FOOT. EXCESSIVE SLOPE MAY AFFECT OPERATION OF THE MACHINE. RECOMMEND PLACEMENT OF TRACKS SHOULD BE 4'-0" FROM NEAREST OBSTRUCTION. 22 24 26 19 21 23 25 27 129 OEn/ EQUIPMENT LEGEND: PROVIDED BY RYKO UNLESS NOTED. 1ACTUAL LOCATION OF RECLAIM TANKS MAY VARY, RECOMMENDED LOCATION SHOWN. REFERENCE NUMBER DESCRIPTION REFERENCE NUMBER DESCRIPTION REFERENCE NUMBER DESCRIPTION REFERENCE NUMBER DESCRIPTION (D UNITEC C-START COIN BOX 1 1 V LVE ASSY/WALL MOUNTED, R.O. 21 300 GALLON STORAGE TANK R.O. 31 G&G LED BAY FIXTURES (6 _PLCS) O2 WINCON CONTROLLER �1 12 ASH BAY TERMINAL BOX W/BUZZER 22 R.O. REPRESSURIZATION PUMP 32 IGHITEI G LEDDCOB RELPANEL G & S LIGHTING ITEM 18) �3 3 MESSAGE ENTRANCE SIGN 13 LOW PROFILE GUIDE RAILS (2 PLCS) 23 PURCLEAN XTREME R.O. SYSTEMENTRANCE 33 QUNDERCAR `ACTIVATION RELAY BOX/ 14 S FTGLOSS MAXX 24 PURCLEAN CARBON FILTER 34 O ENTRANCECTIIVATION PHOTOEYE MOUD 15 S IMLINE DRYER PNEUMATIC CONTROL BOX 25 ONBOARD HP PUMP W/CONTROL BOXWALL 35 OWALL MOUNTED ACTIVATION(J-BOX PHBYOTOOTHERS) EYE 16 S IMLINE DRYER (3 FAN) 26 PURCLEAN RECLAIM SYSTEM 36 O7 TRENCH UNDERCAR MANIFOLD 7�4 17 S IMLINE DRYER ELECTRICAL CONTROL BOX 27 OFFBOARD CHEMICAL INJECTION PUMP 37 O8 SOFTGLOSS MAXX FLOOR TRACKS 18 COMMUNICATION INTERFACE BOX 28 38 OSOFTGLOSS MAXX BOOM MOUNT BRACKET 19 VALVE ASSY/WALL MOUNTED, UNDERCAR 29 5HP 60GAL AIR COMPRESSOR 39 10 SOFTGLOSS MAXX CABLE CARRIER 20 30 TSS COUNT DOWN TIMER 40 UIPMENT SPECIFICATIONS Scale: 1/4"=V-0 REVIEWED CODE • P �t o 0O Q'N 00 O a P, N O N Z Lu H OQ Q 0 _ Ooo' Q Co Z Co Q co J J co f Lli t z� Q O Z W re Co Lj,J �J� a ()m U U Z 0 NCO F N LL Wi Z UJ K UJ o LU a o o ox OWES 1.0 cor Copy