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HomeMy WebLinkAboutPLANS'� THIS BUILDING IS NOT DESIGNED TO WITHSTAND PIPELINE THRUST OR EXTERNAL PIPE RESTRAINT FORCES. THRUST BLOCKING AND PIPE RESTRAINTS EXTERNAL TO SCANNED THE STATION STATION SHALL BE N G I N E E R E D < tEmFLUID, INC. DESIGNED AND INSTALLED BY OTHERS. BY "oe E R t - - St. Lucie County GENERAL INFORMATION, P.O. DRAWER 723 * CENTRALIA, ILLINOIS 62801 * 6185331351 -- MODEL NUMBER - 91815 ELECTRICAL NOTES: FLORIDA ID NO. - MFT4769 ALL ElECR6CN. EOI1W MAIM SHAL COIELY W01 THEma BfQNOY CODE -DIMENSIONS: PUMP ROOM BLDG. 13'-0' IN WIDTH X 50'-0' IN LENGTH X 9'-0' IN HEIGHT -STORIES = 1 -SQUARE FOOTAGE= 650 BASIC DESIGN CRITERA CONSTRUCTION CLASSIFICATION TYPE = VB OCCUPANCY CLASSIFICATION = F-1 LOADS: WIND LOADING: BASIC WIND SPEED: 171 MPH, WO EXPOSURE FACTOR = C COASTAL: YES Kd: 0.85 Kz: 0.85 (CASES I & 2) Kzi: 1.0 G: 0.85 0: 54.0 PSF_(CASES j & 2) BUILDING IS 'tENNCLOSED INTERNAL PRESSURE COEFFICIENT: 0.18 ROOF MEAN: 12'-I1° OTHER LOADINGS AND DATA RISK CATEGORY: IV° ROOF LIVE LOAD: 20 PSF CONCENTRATED ROOF LOAD: 200 LPS ALLOWABLE ROOF PANEL DEFLECTION: L/180 ALLOWABLE WALL PANEL DEFLECTION: L/120 FLOOR LIVE LOAD: 150 PSF FINISH SCHEDULE St LUCIE COUNIY . PLAN RETJEW PLUMB: DATE: ,Q MECH: DATE: WALLS FIBERGLASS REINFORCED EXTERIOR: PANELS (FRP) ROOF- METAL ROOF CEILING FIBERGLASS REINFORCED PANELS (FRP) WALLS- STUCCO FINISH TO BE INSTALLED AT THE SITE BY A FLORID LICENSED CONTRACTOR. INDEX OF SHE DRAWING TITLE SHEET NUMBER WALL SECTION LAYOUT 1 ANCHOR BOLT, BASE LAYOUTS & INT. WALL SECTIONS 2 ROOF LAYOUT 3 ELEVATIONS 4 TYPICAL DETAILS ELECTRICAL LOAD CALC's/ PANEL SCHEDULE 5 6 ELECTRICAL SCHEMATICS 7 - 9 DISTRICT ST. LUCIE COUNTY REVIEWED FOR SUBJECT TO FIELD E SPEC`TIONS SEE ATTACHED 0- SHEET' REVIEWED BY; DATE; COMPLETEDON T10N DEPARTMENT -THE FOLLOWING ITEMS S VE NOT BEQNNSPECTED BY NTA,BY NIN�C., AND AED RE NOT CAERDFlED BY THE FLORIDA MODULAR LABEL CODE COMPLIANCE MUST BE DETERMINED AT THE LOCAL LEVEL FOUNDATION TIE DOWN ANCHOR SYSTEM PLUMBING WATER MAIN CONNECTIONS ELECTRICAL SERVICE ENTRANCE NOTES: 1.) THIS UNIT IS NOT OFFERED FOR SALE TO THE GENERAL PUBUC. 2.) THIS BUILDING IS CUSTOM MANUFACTURED TO EXACT CUSTOMER REQUIREMENTS. 3. THIS BUILDING DOES NOT CONTAIN A SPRINKLER SYSTEM. 4. THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A FLOOD HAZARD AREA WALL PANEL THICKNESS: 19/32' PLYWOOD ROOF PANEL THICKNESS: 19/32' PLYWOOD WIND ANALYSIS OF COMPONENTS AND CLADDING SHEATHING (ASCE 7-10 FIGURE 6-11A 11B� DESIGN WIND PRESSURE, p=q GCp - qi (GCpi) ROOF PANELS: 1.33' SPAN) TRIG. AREA = 9.62sf GCp_ P a lied SUCTION ZONE 3 CORNERS) =2.60 =150.2 psf 90.12p SUCTION ZONE 2 EDGE STRIPS) =1.70 =101.5 psf 60.90 SUCTION ZONE 1 INTERIORS) =0.90 =58.3 psf 34.98 PRESSURE (ALL ZONES) =0.50 =36.7 psf 22.02 WALL PANELS: TRIB. AREA = 14.424sf GCIT_ p P applied SUCTION ZONE 5 CORNERS =1.18 =73.2 psf 43.92 SUCTION ZONE 4 INTERIOR) =0.99 =63.1 psf 37.86 PRESSURE (ALL ZONES) =0.89 =57.7 psf 34.62 AL WDIBLU= %Al BE SDID N Ar.COR1AIQ h1M TARE 310-16 AND AAPAQO' A0.USIYEM FXN ' OF TABLE 310-1$X2Xa) OF BE NEC WO®0JU MIT FIL %U BE MOM PER NEC AP7BdIBL C MU TANWNG QFAR SPADE, DEDIfA1ED SPAQ AN ONO %U ORY WITH NEC 110-26 GRQBIDPA EIECIRODE AID R MODE COIONXM ZU BE S® PER NEC 250-M ECUEIEIB ptQOWIG OWE M BE SIZED PER NEC 250-I2Z THE AIPAJIY OF BRAAQI =9 CONINICT016 SLPPLYWG FDEO ELECRtlGI. SYA(E HEATING LTtl1PIFNT 111111% BE LESS TO 1251 OF THE TOTAL LOAD PER ETC 424-3 NOTES: FLOOR DRAINS MUST BE CONNECTED TO STORM SEWEROR PIPED TO DAYLIGHT ONLY. DRAIN CONNECTION TO BE INSPECTED BY UBUIY/LOCAL BUILDING OFFICIAL HAVING JURISDICTION. THIS BUILDING IS NOT INTENDED TO BE OCCUPIED EXCEPT FOR SERVICE AND MAINTENANCE BY QUALIFIED PERSONNEL PLUMBING TO BE INSPECTED BY UDLIIY/LOCAL BUILDING OFFICIAL HAVING JURISDICTION. THE USE OF THIS BUILDING SHALL BE IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE AND SUBJECT TO LOCAL REVIEW APPROVAL AND INSPECTION. ANY CHEMICALS TO BE STORED WILL BE PROVIDED BY THE OWNER OR END USER. TABLES037.7.10(1) AND 071N(2)IOF THEING 201�RIIDATBUILDIINNG CODE IN ALL CONCRETE WORK TO BE INSPECTED BY THE LOCAL AUTHORITY RAVING JURISDICTION. WAG TO PROTECT EQUIPMENT ONLY. THE USE OF THIS BUILDING WITHOUT ADEQUATE PLUMBING FACILIDES IS SUBJECT TO APPROVAL OF THE AUTHORITY HAVING JURISDICTION. BUILDING SHALL BE LOCATED A MINIMUM OF 10' TO ANY KNOWN OR ASSUMED PROPERTY LINES UNLESS IT CAN BE SHOWN TO COMPLY WITH THE CODE. THESE PLANS COMPLY WITH RULE WITH RULE61G20-3.006 FOR PRODUCT APPROVAL THE RASED SEAL SET OF PLANS ARE ON FILE IN THE THIRD PARTY AGENCYS OFFICE AS DIRECTED BY THE DBPR THIS BUILDING HAS NOT BEEN APPROVED FOR CH633 FIRE SAFETY CODE AND IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR ON SITE THIS BUILDING HAS BEEN DESIGNED FOR PLACEMENT IN ST. LUCIE COUNTY, FLORIDA. THIS BUILDING HAS NOT BEEN DESIGNED FOR PLACEMENT IN HVHZ. MANUFACTURERS DATA SHEET AND STATE INSIGNIA SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL MANUFACTURERS DATA SHEET AND STATE INSIGNIA SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL. THIS STRUCTURE HAS BEEN DESIGN FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMENANT FOUNDATIONAND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. IDENTIFICATION PLACARD MILL BE LOCATED ON FACE OF DISTRIBUTION PANEL FLORIDA ACCESSIBILITY CODE DOES NOT APPLY PER SECTIONS203.5 AND 206.2.8 OF THE FBC. i 1 EA YandadaleF. 11% Yodd:W70A2 2 EA YaadadareE. GEEMM 12 ES Yodel: I EA Wrdodw. G✓EB✓!EG( N 60 Yodek 2 6L W dadi . G?EDMTV 6D Yadd: WAC2-DESCfBPDON DOOR 3 WINDOW SCHEDULE 3 EA SEM36284 T St7u SIE➢m I= I= Co.) 2 TA SM DOOR 1P ) L' STAES SIEDIRP}T saM I= IA. iW 1 TA. � 48 �84 T sm SmGE mm In Co. WAND h SNOW LOAD 171 NPH 30 f5F 1y J 8/8-.18 GA CSW SIWB i TOGETHER W/%la ¶ 800 1122- D.C. ./2/BY AT BE eTI'lla �152 — D01RAE SIDED SliEWAIRL END WALL SECTION Eil�� ALL EIm A EW WEIR DISTILLED 9WL OMFLY MM TE NARONL EIECOGC WOE ALL aa✓DOW06 SNNL BE SIZED N ALD21IDA2ICE MM TABLE 310-10 AND ANPAOT' ADMTO:NT FACTORS W TABLE 110-15(S)(2X.) OF WE 2008 NEG." IIAxDaAA V31NS ELL SHALE. ENE DEIERAIM PER NED NRSIDO a - EOIPYIM WORONG METH S.GL DEDIWiED SP/LE ANO CLEARRM SDLL CUYPIY WNN = 110-20. aL18IDa1c EIECRRODE ANU EIEDIR'DE 001aNCfORS aui DE SM PER NEC 250-80. Ea11EWENT GFINAMOVA C01mom SHALL DE SIZED PER NEC 250-122. THE AIPA= OF WANW CRUIT WILIICIO S SPPDING FOB EIECIRGA SPACE 1OAlOIC EaUDaAM 9NLL NOf 8E LESS THAN I= W DE MAL III.D. rat 42W RECEPTACLE (BILL BE WTNN 4' AS SHOWN ON MUBING) Ymd a RECEPTACLE (BILL BE MDON 4' AS SWO ON DRAWNG) SHEARWALL NOTES: 23/32 CDX PLYWOOD INTERIOR SHEETHING 19"/32" CDX PLYWOOD EXTERIOR SHEETHING 3 OF SPRAY POLYURETHANE FOAM INSULATION (R-21) WALLS FLAME SPREAD=25, SMOKE DEVELOPED=420 5" OF SPRAY POLYUREDANE FOAM INSULATION R-35 ROOF FLAME SPREAD=25, SMOKE DEVELOPED=420 FASTEN ALL PLYWOOD WITH 1 1/2" RAMSET NAIL F ERS — e O.C. AT EDGES 8" O.C. IN FIELD Y DDIIME ��I��� i ■ II I �K 1". (OPARD AW1 AED wN MO E DOGI 2i-2t' 1'4 TYP. GFa RE(£Pf (Nn. a u nPs ROOM ILL �I I NG) v ]8" 9XSE WGR GRtE PAYiT. 06DaBOION E FWPG PANEL s ) CONTROL A PANEL ROOM AID PANEL 5/8" CSW 16ga:.C=STUDS s Q .,3 5/8" TSC 16ga.�TRgCK w ASG m WWR-G"xw L " BfiN � �� 9 aMp S00GRE DDDR 2x4 2x4 2x4 2x4 2x4 �i HEADER - _ffiE—READY TRADE —READY HEADER TYP. WALL BREAK ILI WALL BREAK 4 -II SET OUT 1° THESE ITEMS ON EXTERIOR DOORS, HVAC, LIGHTS, VENTS FOR APPLICATION OF 3/4° OF FIELD APPLIED STUCCO. FINAL FOR CONSTRUCTION I\• 0 AII160.T�912-1493M DOME SLED SIFARWALL- END WALL SECTION /-3 5/8" TSC 16ga. TRACK r3 5/8" CSW 16ga. C—STUDS / METAL ROOF WEATHER WRAP (STUCCO IN FIELD) METAL FRAME HVAC/VENTILATIOT{ REOUIREMENTS 1 FA 1lWoctur 80 moddW7G12 2 FA manuTada affiIIED( I2 6D model: I EA Wrdadm (1t@1V 20 BD modet 2 EA. man*daN: DE1DEQ( W 50 modetHVAC2-DESD7IgN 3 EA SM DOOR 36 X T BE SIEBLCBOfT Sgm La Co.) 2 FA SM DOOR 72 2E4 le RRES SDiLCRAFT SOME La CD. t FA SDTI. DDDR Q &4 LT SEIMS SEFIDRAFT MM IDD( DD. WIND & SNOW LOAD 171 NPH 30 PSF INTERIOR WALL SECTION A 3/e' sm le' OA 1/V vDLN sr i I awslm eaa THROUGH WALL PENETRATION DETAIL U300 1 HOUR FIRE RATED INTERIOR WALL SECTION D SMEW /32 ®t R.TW000 DEmra-M 11 ALL EIwwA EWPIEM 013OUED SWL Ommy WON T& i NA110NAL ELMODO GDOE muss Err Er i4aWN1 CtNINWTON ALL CaAOCmRs W4uL BE SUED N ACC RIM TAKE 310-16 AND AEPMIT' AUSIWM EM ONS OF TAKE 31D-15(S)(2)(u) OF M M NEG � - YAMUM COND U ELL SWL BE OEIURENED PEA NEC APPEWWI G Q9/W F L . . EMP" WONONO Q SPACE DEON'FED SPACE AND 01WA'AE5 9VLL \ COMP WIN NEC 110-2e. Wlll I50 eonw TWa( \_ WUISCWiNfA GFOONONG EIECMOOE AND =OHOE Oa✓DAmn SWL EE BUD PER NEC 2a m _ EOORIENT GFUMNG WNUMM SWL SE SM M KM P IM WCUTTACLE (WILLLBE IWDM 4V AS SHOWN ON PAMtG; DECIWCA 9'AlE �. ctsr w�w�\ t II Il HFANG EWIPWM MU NOT BE LESS THAN 125X OF THE TOTAL LOAD. NEC 424-3 1' IDLE nN: e-11 earl 4R1 i61Ap11 T OG iW RECERMIE (SILL BE WMEN 4' AS SHOWN ON DRAWNG) SHEARWALL NOTES: U423 1—HOUR FIRE SEPARATION DETAIL Nor TO evaE WALLS FLAME SPREAD=25, SMOKE DEVELOPED=420 ROOF FLAME SPREAD=25, SMOKE DEVELOPED=420 4ERS - 4' O.C. AT EDGES S' O.C. IN FIELD FALL GW'eW SOM R 1 MR PAEO 16 M TWO(a 5111p5 MOOR 10 iWINMIIDN ANCHOR BOLT LAYOUT STEEL BASE LAYOUT METAL ROOF WEATHER WRAP (STUCCO IN FIELD) ® U423 1-HOUR FIRE RATED INTERIOR WALL METAL FRAME SET OUT 1' THESE ITEMS ON EXTERIOR DOORS, HVAC, LIGHTS, VENTS FOR APPLICATION OF 3/4' OF FIELD APPUED STUCCO. FINAL FOR CONSTRUCTION } 11. I FA Namhcuw RYA ModetW7OA2 2 EA. ManulaLuer. ftRQBECK I2 LSD Modet i EA wmdachuer: DRmBEq( 2T ESD Model: 2 EA Marmoduar: MICK 18' ESD Model• MAC2—DE5QA'RON 3 En SM DOOR )84 T S99E4 SRFLW Saw In CO. 2 Et RR DOOR 72 x IL' sm s1mElUFT mm In m I EA SIm. ODOR 48IS T sm sImERKFI Ow LOCK Ca. WIND & SNOW LOAD 171 MPH 30 PSF numElLim ALL CRAUCIORS SN BE SgD N MCOIRY VIS11 TARE 510-16 AND ANPA= ADAARM FALi016 OF TARE 510-15(S)(2)(a) OF TIE M NEC. ILMIAI COIEINR qE SHALL BE OE1= m PER NEC APPRaIOI C. EOUFMW 10MG CLEAN SPICE DENCATD SPACE AND CIFNU M SFYU COWLY InW 110-2& GRWNONG EIECDNOE AND E WROCE CONDUCIM S BE S® PER rED 2W- Mff R CEEWNONO QRINRIRS SNNE SE SO:FO PER NEC 250-IM W AEP/CID' OF BRANCH CP= CMCNS SLUM G FOOD EIENWA SPICE WAND EOUPYENT SWL NOR BE 185 DUN I = W ME MAL EDP). NEC 42" RECEPTACLE (0111. RE W M 4' AS WOWN ON SPAWNS) 1m RECEPTACLE IOU DE WNNN 4- AS 34M ON DRAMS) SHEARWALL NOTE: i FAME SPREAD=25, SMOKE DEVELOPED=420 FLAME SPREAD=25, SMOKE DEVELOPED=420 — 4' O.C. AT EDGES 8' O.C. IN FIELD TRUSSED HIP ROOF of - 8 ZJOIST ROOF SECTION 12" OVERHANG V Ya—IVIAV. V"1VIJI PRODUCTS & APPROVAL NUMBERS GREENIJECK ESD L UVER SYSTEM — FL 15718.3 M A F - MIDI G F 1184 SDELCRAFi L SERIES DOORS SCH LOCK CO. SET OUT 1" THESE ITEMS ON EXTERIOR (` DOORS, HVAC, LIGHTS, VENTS FOR APPLICATION OF 3/4° OF FIELD APPLIED STUCCO. FINAL FOR CONSTRUCTION • l 10 1 8O RY. fEll LOJ METAL ROOF WEATHER WRAP (STUCCO IN FIELD) METAL FRAME IUi HVAC UNR TON DOUBLE DOOR 48' DOOR FLORIDA PRODUCT FLORIDA PRODUCT APPROVAL j10356-RT APPROVAL j10356-R3 SW000 BUILDING EXTERIOR (FIELD INSTALLED B.O.) STUCCO BUILDING WERIOR ® (HELD OWALIED B.O.) FP36DOO]R FLORIDA PRODUCT APPROVAL #10356-R3 Rama-lim All FIFLTRBdL EQUPIONT &WAULU SEAL COMPLY WIN THE . KNOW EIECIWC OWE ALL C0NX9 3 SMALL SE SIZED N AttCRdWLE WITH TABLE 310 18 AND AIPACIY ADA6TMENT FACTORS OF TABLE 3/0-15(6)(IIJ(a) OF THE M NEC _ MAXIMUM CONOUT FILL SPILL BE DETERMINED PER NEC APPEEeDIG •; `•E EDIIPIWNT WOW O1GLR WACT. OEIDGIED SPACE AND CEIRAW,S SHALL COMPLY WRN REC I IO-EW ; 1. (Ytl. IIEDIINC E]LLTRODE AND RECTROCE WRPucRO1s SHALL BE SIZED PER NBC 250-0. EOUPYENT OROIXDNO 001AMULTORS SHALL BE 5® PER NEC 250-122 r THE AMPAeO' OF BRANCH MOUT' WRAUCf01S SUPPLYNG PROD EEECUBCAL SPACE RM E=BYNBULLNOT BE LA THAN OF THE Trx LOAD. NEC 42" RECEPTACLEWBE AS SHOWN ON DRAWING) `I ( • a RECEPTACLE (WU B: WR18N a AS SHOWN ON GRAYING) + ,' SHEARWALL NOTES. 1.. • �\�/Y 23/32' COX PLYWOOD INTERIOR SHEETHING 19/32' COX PLYWOOD EXTERIOR SHEETHING 3° OF SPRAY POLYURETHANE FOAM INSULATION (R-21 WALLS FLAME SPREAD=25, SMOKE DEVELOPED=420 5° OF SPRAY POLYURETHANE FOAM INSULATION R-35 ROOF FLAME SPREAD=25, SMOKE DEVELOPED=420 FASTEN ALL PLYWOOD WITH 1 1/2' RAMSET NNL F ERS — 4' O.C. AT EDGES 8' O.C. IN FIELD FRONT ELEVATIONS 12' LOLM (NWH FLOORI FL 115718.7 1 REAR ELEVATIONS 1 METAL ROOF FACTORY FL /11847.6) ®\WAC �UNIT 0 i TON [36DOO]R]] FLOROA PRODUCT APPROVAL 110356-R3 I METAL ROOF FACTOR! FL /11847.6) R•TT3 COPYRGHT-ENGINEERED FLUID. NC.-2014 12• LOUVER F� % s7tf100f6 LEFT SIDE ELEVATIONS RWTOCCE L CONTROL HVAC UNR 6 TON DOU DOOR APPROVAL 110356413 CT12' LOUVER FL 115718J n� i�TDCY)-- I SOL YonufachGer: NO ModeL•WRA2 2 FA. Manufacture: GWfa( If EM Model. i EA Manufacture: almilEa( 2 ESO Model 2 EA Manufacture: GREiMEa( I UD ModelMAIx—DE50I MON W:•Ln cAr<� a w n•rr�in: R a nn �� J FA. SE DDDR XV V M S'IELEW MW IOC( M 2 D. SM DOOR 7fig T SOB 57mi1NA Mw LOa(W. I FA SOMH WOR 4080 T sue SIEIlm Mw LOa( C0. WIND & SNOW LOAD 171 MPH 30 PSF SET OUT 10 THESE ITEMS ON EXTERIOR DOORS, HVAC, LIGHTS, VENTS FOR APPLICATION OF 3/4a OF FIELD APPLIED STUCCO. FINAL FOR CONSTRUCTION RIGHT SIDE ELEVATIONS 1 METAL ROOF FACTORY FL /11847A 1 METAL ROOF FACTORY FL j11847.6) Z'101 METAL ROOF WEATHER WRAP (STUCCO IN FIELD) METAL FRAME o We AF elAel ah. BUD /II��✓O ENGINEERED FLUID, INC. PA pRMEA m • ccnftK a1NL® ® l • eR- lxl CONTROL BUILDING NORTH HUTCHISON ISLAND WWTP ADDITION N. HUTCHINSON ISLAND, FL AM RMP w 91815 1 a m 91815-BLD SHEET 4 RIDGE VENT (NOT SHOWN FOR CLARITY) ONE LAYER OF 30# FELT UNDERLAYMENT 18 32' COX SHEATHING ATTAC W/86D-2 1/2NAILS 4' O.C. AT EGG B" O.C. IN FIELD HURRICANE STRAP TRUSSES H3, FLLIIIIO .13) 1 WITH EXCEPTION ( TRUSSES (H6 FL8104613) 1 METAL ROOF FACTORY ROOF SYSTEM FLORIDA PRODUCT APPROVAL #11847.6 CUPS 6" FROM EAVE AND 6' O.C. IN ZONE 3 AND 12' O.C. ALL OTHER ZONES ON ROOF FASTENERS 12-11 PAN HE TYPE A SCREWS �2 PER CUP) ICE DAM MEMBRANE AT ROOF PERIMEIF 2x6 FASCIA ATTACH AT EACH TRUSS W/2-3 1/2' X .131 NNLS VENTED SOFFIT FLORIDA PRODUCT APPROVAL #12198.1 FASTEN ALL PLYWOOD WITH 1 1/2' RAMSET NAIL FASTENERS - 4" O.C. AT EDGESS 8" O.C. IN FIELD SEE BUILDING ELEVATIONS FOR EXTERIOR 19/32' APA RATED PLYWOOD SHEATHING S AN INDEX - 32/16 3' POLYURETHANE INSULATION 1WAN 32" APA RATED PLYWOOD SHEATHING INDEX - 32/16 SEE BUILDING ELEVATIONS FOR EMFRIOR (NOT 2"x6x1/4' TUBE 2%2"x5/16" ROOF TRUSS TTACH WITH 2-812 X 3' SCREWS AT EACH JOIST d�CSJ STEEL C JOISTS, '�"- 5' POLYURETHANE INSULATION JOIST TRACK (R-35) 'TSC TOP TRACK 23/3Y AE SPAN INDE CONTINUOUS SHEET FRP CORNER TRIM CONTINUOUS SHEET FRP CSW STEEL C STUD r23/32' APA RATED PLYWOOD SHEATHING ,SPAN INDEX - 48/24 18-/14.2 I/2' 3/8' x 3%W) x 4"(L) ASS PLATE W/11/16'0 HOLE -GRIND EDGE TO LATCH HSS 2xB RATED PLYWOOD SHEATHING - 4B/24 CONTINUOUSLY WELDED TO SKID ON ENDS CONTINUOUS SHEET FRP HILTI X-DNI POWDER ACUATED NAIL W/ 23MM WASHER ® 12' O.C. TSC BOTTOM TRACK CONTINUOUS BEAD OF SEALANT 1 1/2'x2'x1/B' ANGLE 5/16' BOLT (36' O.C. MAX.) 1/4" STEEL PLATE CSW/CSJ I ____ ____ ____------- I .� 1/8" CONTINUOUS WELD , -1/8' WELD, 1 1/2' LONC .1SC BOTTOM (24' O.C.) AA , STRUCTURAL STEEL SKID & FLOOR PLATE 1 COMMON ROOF TRUSS 16' O.C. GABLE ROOF TRUSS FLY RAFTER SUPPORTS TO OBTAIN 12' OVERHANG EACH FLY RAFTER SUPPORTS W/2-3 1/2" X .131 NAILS EACH END FASCIA BOARDS 1H EACH FASCIA BOARD TO TRUSS W/2-3 1/2' X .131 HAULS STRONG -RE S/HDU§ SET OUT 1" THESE ITEMS ON EXTERIOR & A325 BOLT 12- 14 SMEWS DOORS, HVAC, LIGHTS, VENTS FOR .nie 0 A1�BOLT &S18-114 SCREWS APPLICATION OF 3/4" OF FIELD APPLIED STUCCO. 5/8' x 169a. SKIDS MATERIAL SPECIFICATIONS r1� �3z5 Gamma Q STRUCURAL STEEL'0.STM A-36 e ASTM A32s BOLT/ 5/8" x 169a. TSS TRACK / ANCHOR BOLTS: ASTM A-307 5/8' DENSGLASS GYPSUM SHEATHING HSS 2'x l 4" ((CUT OUT 4' x 3' PIECE ENT I3OLT) PLYWOOD - 19/32": C-C or C-D GRADE APA RATED OR EQUAL 1/254"0/8' ANGLE PLYWOOD - 23/32": C-C or C-D GRADE APA RATED OR EQUAL STRONG -TIE CONNECTION DETAIL SCALE: N.T.S. TOP TRACK READY HEADER 'LE STUD I 90/ USE 1 STUD W -,.s 'ON EACH SIDID E OF HEADER J_______________________ ' -SEE SKID DETAIL DRAWING FOR MEMBER SIZING AND SPACING ; I7NTERIOR OF TO WALL SECTION I' ROUGH OPENING DETAIL STEEL STUDS: STEEL JOISTS: > A.I.S.I. SPECIFICATION FOR THE DESIGN J` OF COLD -FORMED STEEL STRUCTURAL MEMBERS. STEEL TRACK: GALVANIZED COATING FOR STUDS, JOISTS & TRACK: ASTM A-653 SS OR 50 GALVANIZED COATING FOR STUDS, JOISTS & TRACK: ASTM A-653 SS OR 50 FINISH _f5 HFDUL INTERIOR: WHITE FRP (FIBERGLASS REINFORCED PLASTIC) CUSS C EXTERIOR : WEATHER WRAP, FIELD APPLIED STUCCO '..6 SCREW OR TTW BUILDEX FASTENER (ER-5380) TYPICAL AT HEADER TO COLUMN CONNECTION 6 SCREW OR ITV! BUILDER FASTENER (ER-5380) TYPICAL AT STUD/JOIST TRACK CONNECTION FINAL FOR CONSTRUCTION PANELBOARD SCHEDULE 9191K NORTNHUTCHINSON,FL WWTP ADDITION DESIGNA'IIUN: LOCATION: VOLTAGE: PHASE: SERVICEXM WIRE SIZE DISTRIBUTION PANE I)PI INDOORS 27/480 VAC 3PHASE•4WIRE 2H350MCM420 ONO MAINS: BUS SIZE: PANEL MOUNTING: BREAKERS: SERVICE CONDUIT SIZEWPE W'UA SURFACE 42KAIC 221T RGS CKT N0. LOAD DESCRIPTION LOAD CODE CONN. KVA BREAKER CONNECTED LOAD BREAKER CONN. KVA LOAD CODE LOAD DESCRIPTION CKT NO. CD# AMPS POLE A ➢ C POLE AMPS CD# 1 3AERATION DRIVENO. I M M i1.45 M,45 W 3 d4,90 %'/ 4190 �'" 3 W M.45 M AERATION DRIVE NO.2 2 445 M 5 M 22.45 "go 4 6 MAS M 2 9 AERATION DRIVEN0.3 M M M45 M.45 60 3 6028 3 60 32.fl3 M BACKWASH PUMP PANEL 8 602g 3].&3 M 10 D 11 M 2145 60.28 3I.B.1 M 13 15 BLOWERNO.I ML ML 43.23 43.23 9()3 M46 3 W 0.23 M BLOWERNO.2 14 Ti- ME 43.23 8646 86.46 43.23 13.23 M M 15 18 9 O.W /000 20 21 22 23 0.6U q 25 0.00 26 27 0.00 28 29 O.W 30 31 ON 32 33 am 3q 35 O.W 36 37 161.58 X 161.2 C 38 39 150.41 ISDAI C FEED TO DP2 40 41 1&1.85 164.85 C 42 1U.22 342.05 35649 KVA LARGESTPERPHASEAMP DRAW: 429.30 AMPS 42536 411.91 429.30 AMPS TOTAL CONNECTED LOAD: 35649 KVA TOTAL DEMANDAMP AT 480 VACS 44231 AMPS MINIMUM 3$ TRANSFORMER SIZE 42].]9 KVA swv stad far 8036Imd'm L- R- M- C= ML- H- P- LOAD CODES: LIGHTING RECEPTACLE MOTOR/PUMP CONTINUOUS LARGEST MOTOR HVAC PANELBOARD PANELBOARD SCHEDULE 91815C NORTHHUTCNNSON,PL WWI'P ADDITION DESIGNATION: LOCATION: VOLTAGE: PHASE: SERVICES WIRE SIZE DISTRIBUTION PANELDP2 INDOORS MASO VAC 3PHASE.4WIRE 24350MCM%20 OND MAINS: MAIN LUO BUS SIZE: PANEL MOUN11N0: SURFACE ALL BREAKERS: 42KAIC SERVICE CONDUIT SIZEMPE 3'RGS CKT NO. LOAD DESCRIPTION LOAD CONN. BREAKER CONNECTED LOAD BREAKER CONN. KVA LOAD CODE LOAD DESCRIPTION CKT NO. CD9 AMPS POLE A U C POLE AMPB CB# 1 3 RPRfT PUMP PANEL &98 &98 20 3 1680 �ti 3 20 M LIME SLURRY PUMP PANEL 2 ].82 TV M 5 898 16.80 law 4 6 TSD M ] 9 II PUMP STATION CONTROL1.88 PANEL 1.88 30 3 5.8] 5.8] 3 30 3.99 M ODOR CONTROL PANEL 8 3.99 M 10 I2 LB8 5.87 3.99 M 13 IS 1] DISC FILTER CONTROL PANEL .B2 .82 30 3 13.80 13.SD 3 20 8.98 M MUU WELLPUMP PANEL 14 8.98 M 16 18 .0 13.80 8.98 M 19 21 HVAC JKVAVA 5.00 5.00 3D 3 2661 26.6d 3 25 IL64 M MIXERDRIVE23 20 1LM M 5.00 26.64 lLW M25 2] ITRATE PUMP NO,I T." ].46 40 3 34.W 34.92 3 40 RATEPUMPNO.2 26 T,lS mm 28 30 31 33 CPITENI PUMP NO. 1 ]46 ]46 40 3 3492 M.W 3 40 L.UENT PUMP NO.235 32 C M � 34.92 36].46 40 3 2&M 1t.46 2 100NSFORMER40]46 38.46 31.90 42 161.58 150.41 164.85 KVA LARGESTPERPHASEAMPDRAW: 198.52 AMPS I94.SB I81.13 198.52 AMPS TOTALCONNECTEDLOAD: 164.85 KVA TOTALDEMANDAMPSAT4WVAC3 198.52 AMPS MBNIMUM3 TRANSFORMER SIZE 197.82 KVA etad fm BO°/im' L- R- M- C- ML- H- P= LOAD CODES: LIGHTING RECEPTACLE MOTOW MP CONTINUOUS LARGEST MOTOR HVAC PANELBOARD PANELBOARD UESIONABON: LIGH'TINOLPI MAINS: 00 SCHEDULE LOCATION: MOOR BUS SIZE: 91815C VOLTAGE: 120]40 VAC PANEL MOUNTING: SURFACE NORTHHUTCH114SON.171, PHASE: IPHASE. 3 WIR ALL BREAKERS: IOKAIC WWIPADDITION SERVICUGNDWIRESVI#IN,#6GND SERVICE CONDUIT SIZE/IYPE 1 Irz° SCHDULE 40 PVC CKT WAD LOAD CONN. BREAKER ONNECTED WA BREAKER CONN. LOAD CKT CKT.# AMPS POLE A B POLE AMPS CKT.V NO. DESCRIPTION CODE KVA KVA ESCRIPTION NO. I CUNIRUlS C 0.36 1 IS 1 0.76 1 IS T 0.402 3 CHEMICAL RM EXHAUST H 0.42 3 15 t OR 1 15 4 042RMEXHAUS'I' 4 5 CONVENIENCE R 0.36 5 ORAGE RM IS 1 0.78 1 15 6 042 W�Mi fi] TELEMETRY C 0.36 ] IS 1 0.94 2 20 Will 0.58 IURPUMPNO.3 89 10I1 CHEMCAL FEED SYSTEM C 024 9 15 1 0.82 a58 EXCIARIFIERPMPNO.1 MI, 0.58 IV13 20 2 1.16 2 M 1214 0.59 UMPUMiPNO.4 1'L 14 U ML Q.SB 1.16 U.58 M IS EXCLARPIERPMPNO.2 M R58 15117 20 2 1.16 2 20 HVIS 0.58 M EXCIARWMRPUMPNO.S116 1] M 0.58 1.16 0.58 M 19 EXISfMGTANK REC SOUTH R 0.54 19 20 1 LAB RM VINIIIATION 0.96 1 20 23 0S N EXTANKRECAND21 LIGHTS L 0.]6 21 W 1 L12 1 20 XISTING GATE AREA RECEXTANKRECAND23 LIGHTS L 1.04 23 20 I 1.40 I 20 TANKASTARTERPANELSNO.3,4,ARTER 25 C 0.36 25 20 PANELNO.i t 0.]2 1 20 ONTROT.S 2] KMCd3TS L MSTINGCLARIF�R TNK O.W 22 20 1 1.32 1 20 AEC XISTING CLARIFIERTNK KLIGHTS L 0W 29131 W 2 L32 1 20 REC 3p 0.W 218 I 20 32 1.58 M TURBIDUYSAMPLEPUMPL421 31L 4NEW�M�KUMTS 33 C 0.36 33 20 1 0.4B 1 20 34 Oli C CHART RECORDER REC R 0.54 35 IS 1 I66 1 20 3 1.12 M EXISTINGGATEMOTOR39 50 3139 202 3.00 3 ZO 3W40 1.50 HHFAfERN0.23.00 H 1.50 ].50 H 41O.W 11.32 14.62 KVA LARGEBT PER PF3ASEAMP DRAW: 121.M AMPS 1 9,133 U1.9 AMPS fOTALCONNWIEDLUAU: 25.W KVA 'I'UI'ALDEMANDAMP'A'1'24UVAC1 I23.05 AMPS MINIMUM I$ TRANSFORMER SIZE 31.D KVA sRd fa BD�h Erdm LOAD CODES: L- LIGHTING R- RECEPTACLE M- MDfGRA•DMP C- CONTINUOUS ML- LARGEST MOTOR H= HVAC P- PANELBUARD 1 3 12 ��rZol -2-MM J2/0 W 2-2 I/2' caour (NOT EN W61 RAGS 1 1 i --/8 8M f8 0lO I A S/C WW/OEYAM' amp. 70 OP-2 SEE oM9 691815C-C-102 swo WE NO.1 SEE W ES-91815C4109. 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GRANULAR 2(MAK) L SEE NOTE 1 I FOUNDATION PLAN FOUNEWIMON DESIGN InG11Wb Ilal AWWI BCIT PATRINS A4 GECrEO Br ENRNED&D FLY0. pC. FINISHED_ FLOOR EIEVAIION S- 0 it O.G 10 NIL POLYEUROW VAPOR EMU-" 1•-6' TYPICAL FOUNDATION DETAIL O j4 BOT ON CONE. N.T.S. Foundation Notes: 1. Soil bearing capacity is 2500 psf per Keller,Schleicher& MacWilliam Engineering and Testing, Inc soils report dated June 7, 2012. The report project number is N120589.b. Keller, Schleicher & MacWilliam Engineering and Testing, Inc. is available at P.O. Box 78-1377, Sebastian, Florida 32978-1377, (772) 589-0712. 2. Within the construction area and 5'-0" beyond, all vegetation, landscaping materials, debris, organic topsoil, and other deleterious materials shall be removed. Within the building area all native soil shall be removed to a minimum depth at the bottom of the footings. The construction area shall be graded and proof -rolled. All soft yielding areas with insufficient capacity shall be Excavated to a minimum depth of two feet and replaced with clean compacted fill under the supervision of the geotechnical englneees representative. Place structural fill meeting the requirements of the soils report In loose layers of a maximum of B Inches in thickness and compact each lift to at least 95%modified Proctor (ASTM D-1557) and providing a minimum bearing opacity of 2500 psf.. After the exposed surface has been proof -coiled, the area shall be filled to the desired grades. The monitoring, excavation, subgrade compaction, fill material selection, placement, and compaction shall be performed Under the direction of a representative of Keller, Schleicher & Mac William Engineering and Testing, Inc. in compliance with the soils report. 3. All pipin&thrust blocks, floor drains, and electrical conduits shall be installed prior to placing the Concrete for the foundation. EFl is not responsible for the design of thrust blocks. 4. All concrete shall have a smooth rubbed finish. All flat work shall be true plane within 2/8'in 10'-01. S. Termite treatment shall be required around and under the foundation slab. 6. This foundation has been designed in accordance with the 2010 Florida BuildingCode. FLOOR RAZE — MNG Ek, BASERUYE I FLOOR PIAIE SmUCRRYL 11p116 &LOwC NNL am PORE SASE FMYE 011NK3. fLIE FAME ANCHOR CW ANOE AN(iE :••�. � � 7/8' IBLW HAS. SUPER A Be" E1ISO.5S77�� 10'lIIM. W/ MN. 1BEO8ENf 06TN1F0 MON FLiI • WT-IE 500 FPO%1'ADXE4YE OR EQ TO EDGE OF CONCRETE MR. BASE FRAME ANCHOR DETAIL CHANNEL/TUBING FRAMING MEMBERS OR CONCRETE CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' AND ACI 318-08'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. CONCRETE SHALL NOT BE DELIVERED TO THE JOB SITE UNTIL AFTER THE MIX DESIGN HAS BEEN APPROVED BY THE ENGINEER CEMENT USED IN THE CONCRETE SHALL CONFORM TO ASTM C 150. CONCRETE AGGREGATES USED IN THE CONCRETE SHALL CONFORM TO ASTM C 33. WATER USED IN THE CONCRETE SHALL BE POTABLE WATER AND SHALL BE CLEAN AND FREE FROM OILS, ACIDS, ALKALIS, SALTS. ORGANIC MATERIALS, OR OTHER SUBSTANCES DELETERIOUS TO CONCRETE OR REINFORCEMENT. MAXIMUM AGGREGATE SIZE SHALL BE I INCH DIAMETER CONCRETE SHALL BE READY -MIXED CONCRETE COMPLYING WITH ASTM C 94'SPECIFICATION FOR READYWIXED CONCRETE' WITH A MAXIMUM 4- SLUMP. WATER SHALL NOT BE ADDED TO THE CONCRETE AFTER MIXING. THE CONCRETE SHALL HAVE THE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AND CEMENT CONTENT AS LISTED BELOW: ALL CONCRETE: F'c = 3500 PSI WITH NOT LESS THAN 540 LES OF CEMENT PER CUBICYARD. CONCRETE EXPOSED TO THE ELEMENTS SHALL HAVEAN AIR ENTRAINMENT OF 5%•.1%. AIR-ENIRNNING ADMIXTURES SHALL CONFORM TO 'SPECIFICATION FOR AIR -ENTRAINING ADMIXTURES FOR CONCRETE ASTM C 260: CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CHLORIDE SHALL NOT BE USED IN THE CONCRETE TOOL OR CHAMFER EXPOSED EDGES AND CORNERS. PROVIDE INTERNAL VIBRATION OF CONCRETE DURING PLACEMENT. 00 NOT OVER VIBRATE. AVOID TOUCHING ANY REINFORCING WITH THE VIBRATOR HEAD. DETAILING, FABRICATION, ACCESSORIES, AND PLACEMENT OF REINFORCING SHALL CONFORM TO ACI 315'MANUAL OF STANDARD PRACTICE' AND ACI- 31"2'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 OR ASTM A998, GRADE 60 (MINIMUM YIELD STRENGTH a E0.000 PSI) EXCEPT THAT f13 SUPPORT BARS MAY BE GRADE 40 (MINIMUM YIELD STRENGTH=40,000 PSI). REINFORCING FOR CONCRETE SHALL HAVE A MINIMUM 40 BAR DIAMETER LAP SPLICE UNLESS OTHERWISE NOTED. ESTIMATED TOTAL STATION WEIGHT: 24,000LBS THIS BUILDING IS NOT DESIGNED TO WITHSTAND PIPELINE THRUST OR EXTERNAL PIPE RESTRAINT FORCES. THRUST BLOCKING AND _ PIPE RESTRAINTS EXTERNAL TO THE STATION STATION SHALL BE DESIGNED AND INSTALLED BY OTHERS. GENERA. INFORMAnoN: MODEL NUMBER - 91815 FLORIDA ID NO. - MFT4769 -DIMENSIONS: PUMP ROOM BLDG. IS-0' IN WIpp1��{1 1( 50'-0' -STORIES = 1 IN LENGTH M 9'-0 IN HEIGHT -SQUARE FOOTAGE= 650 BASIC DESIGN CRITERW- CONSTRUCTION CLASSOTCATION TYPE = VB ■ mAr ENGINEERED FLUID, INC. F> P.O. DRAWER 723 * CENTRALIA, ILLINOIS 62801 * 618-533-1351 ELECTRICAL NOTES: AL EIEITId'N. BWHEM mo SM mm 0 TIff RA001V. DDONTAL OR OCCUPANCY CLASSIFICATION = B/F-1 NON-SEPERATED MD(ED USE DAr:! - S-Lo Ab cERr. No. stYtP�� _ WAID LOADING*. 150 MPH, (Volt) PiAdL PltHADER EXPOSURE FACTOR = C APr VED .WILLL�AATEGE COASTAL: YES Kd: 0.85 Nz 0.85 (CASES 1 do 2) Kzk 1.0 G: 0.85 ntsluro 0: 41.6 PSG ffASES) & 2) BUILDING IS E�NNCLOSED INTERNAL PRESSURE COEFFICIENT: 018 INDEX OF SHEEfS DRAWLING TITLE SHEET NUMBER WALL SECTION LAYOUT 1 ANCHOR BOLT, BASE LAYOUTS $ INT. WALL SECTIONS 2 ROOF LAYOUT 3 ELEVATIONS 4 ELECTRICAL LOAD CALC's/ PANEL SCHEDULE 6 ELECTRICAL SCHEMATICS 7 - 9 Thew pdrastomptywhh the .. Canst Type. Vg .. OTHER LOADINGS AND DATA Florida Ma ufachow eaadim Act end edoytedCodes end ocapm'q' ASovahle Na WFA ATTENTION LOCAL INSPECTION DEPARTMENT --THE FOLLOWING ITEMS RISK CATEGORY: 11P adhere to the Wowing m7eda. arFloore _ OneIll' NOT COMPLETED BY ENGINEERED FEND INC HAVE NOT BEEN INSPECTED BY MA INC. AND WE NOT CJERRFIED DY THE ROOF LIVE LOAD: 20 PSF VOndVmodp. 1l0MPHIWe) -FLORIDA RMIRED AT THE LOCAL L NODULAR LABEL CODE COMPiNN(E MUST BE DETERMINED CONCENTRATED ROOF LOAD: 200 LPS APPROVED SY ' kesas m ALLOWABLE ROOF PANEL DEFLECTION: L/18 Bd. Wags: 0 FOUNDATION ALLOWABLE WALL PANEL DEFLECTION: 1/12 htFT47esetets TIE DOWN ANCHOR SYSTEM FLOOR LIVE LOAD: 150 PSF u1 N�l ^�".��d Approval Date +row 1YMelYd14 PLUMBING WATER MAN CONNECTIONS ' IM,. FlNISH SCHEDULE ............... E^9 neeredFl "' In ELECTRICAL SERVICE ENTRANCE I CDz L)` WAILS FWFRGLASS REINFORCED EXTERIOR: PANELS (FRP) ROCF- METAL ROOF CEILING FIBERGLASS REINFORCED PANELS (FRP) WALLS- STUCCO FINISH TO BE INSTALLED AT THE SITE BY A FLORHIA LICENSED CONTRACTOR. P DRInA nnDF CnMPI IANCF DATA 2010 FLORIDA BU CODE W1 2012 AMENOM 2008 NATIONAL EIMCAL CODE 2010 FLORIDA MECHANICAL CODE - 2010 FLORIDA PLUMBING CODE 2010 FLORIDA ENERGY EFFICIENCY CODE wl 2012 AMENDMENTS 1-10' MAX. OPENING I.) THIS UNIT IS NOT OFFERED FOR SALE TO THE GENERAL PUBLIC. 2 ' THIS BUILDING IS CUSTOM MANUFACTURED TO ENACT CUSTOMER REQUIREMENTS. 3. "THIS BUILDING DOES NOT CONTAIN A SPRINKLER SM. 4. THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A FLOOD WAD AREA WALL PANEL THICKNESS: 19/32' PLYWOOD ROOF PANEL THICKNESS: 19/32' PLYWOOD WIND ANALYSIS OF COMPONENTS AND CLADDING SHEATHING (ASCE 7-10 FIGURE 6-11A 118) DESIGN WIND PRESSURE, p=9 GCp - ((GCO) ROOF PANELS: 1.33' SPAN) TRIB. AREA = 9.62ef GC �_ P g2pued SUCTION ZONE 3 CORNERS =2 60 =115.5 psf 69,30 SUCTION ZONE 2 E ) =1.70 -78.1 psf 46.86 SUCTION ZONEE iZO ORS) PRESSURE (ALL =0.50 -18.3 psf -1698 WALL PANELS: TRIG. AREA = 14.424sf R— P_— P RpRad SUCTION ZONE 5 CORNERS =1.18 �fi3 PST 33.78 0.99 =48b psf 29.10 PSUCTION RESSUREZONE (ALL4ZNE5)10) =0.89 -44.4 psf 26.64 ALL WIWU IDES SOW. D SM N AOTLWCE BIN TARE 310-16 All RAW OF TARE 310-15(S)12Ns) OF TEE KID 1WIRIM MW FILL SVU. BE DEEMED PER 8 ANUM C EWPIAM f10ROIG DUR SPAT; TONGUE SPAR: ND DUAAND.S 9WL DORY MM IIfD 110-26 ONLTONG HUff ND EIE M COD0CI00S SAIL BE SAID FER NEC MIA fWArfhT OIWOIWOG MAU= SYNL BE SOD PER 8 25D-12L IRE wxu OF on an COME mm NOD FlEC00LF. ME IEAlm BWPIiNT SEAL BIT HE BSS TIOW 125E OF THE TOR LORD FBI NEC 424-3 STAT'E Urn:°:fie NOTES, FLOOR DRNNS MUST BE CONNECTED TO STORM EOM PIPED TO DAYUGHT ONLY. DRAIN CONNECTION TO BE INSPECTED BE UITUIY/SLOCAL BUILDING OFFICIAL HAVING JURISDICTION. THIS BUDDING IS NOT INTENDED TO BE OCCUPIED EXCEPT FOR SERVICE AND MAINTENANCE BY QXRED PERSIDMI& AOCAL PLUMBING OFFICIAL TO BE M JUR601ED By �CNON. THE USE OF THIS BUDDING SHALL BE IN COMPLIANCE WITH THE 2010 FLOM BUILDING CODE AND SUBJECT TO LOCAL REVIEW APPROVAL AND INSPECTION. ANY CHEMICALS TO BE STORED WILL BE PROVIDED BY THE OWNER OR END USER. THE AMOUNT CHEICALS IN 7�D5 BIAIANC SHALL HOT EXCEW THAT LISTED IN TAMES 307.111) P W 307.1 (2J OF THE 2010 RORIDA BUIDWG CODE ALL CONCRETE ASK70 BE MSPECRD BY THE LOCAL AUTHORITY HAVING JURISDICnON HVAC To. PROTECT EQUIPMENT ONLY. ISSUBJECT TO THIS BUILDWITHOUT ADEOUATE ING THE AUTHORITY HAVING JURFACILITIES RISOICROX BUDDING % BE LOCATED A MIOMUM OF 10' TO ANY MEN . . OR ASSDMED PROPERTY LINES UNLESS IT CAN BE.SHOWN TO COMPLY WDI.TUE.CODE THESE PLO COMPLY WITH RULE WITH RULE SIG20tiT.006 FOR PRODUCT APPROVAL THE RAISED SEAL SET OF PLANS ARE ON -FILE IN THE THIRD PARTY AGENCY'S OFFICE AS DIRECTED BY THE DBPR THIS BUDDING HAS NOT BEEN APPROVED FOR CH633 FIRE SAFETY CODE AND IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR ON SIZE THIS BUILDING HAS BEEN DESIGNED FOR PLACEMENT IN Sr. LUCE COUNTY, FLONDA THIS BUILDING HAS NOT BEEN DESIGNED FOR PLACEMENT IN ME MANUFACTURERS DATA SHEET AND STATE INSIGNIA SM BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL MMUFACRIRERS DATA SHEET AND STATE INSIXOA SHALT. BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANE. THIS STRUCTURE HAS BEEN DESIGN FOR ERECTION OR INSPILIA110N ON A SUE BUILT PERMENANT FOUNDATIONANO IS NOT OESGGNM TO BE MOVED ONCE SO ERECTED OR INSTALLED. MENTFOAION PLACARD WILL BE LOCATED ON FACE OF DISTRIBUTION PANEL FLORIDA, ACCESSIBILITY CODE DOES NOT APPLY PER SECHONS2015 AND 206.28 OF THE FM BY St. Lucie Count% j I FA. Yoadac4aeL BIIID YodeltBBl¢ 2 FA YmMa turac 1 PSD mom f FA. YmedechLer. fflm81G(20 E$I mwek 2 B. YaMadum.. MM I LCI YadrYHbl27 ODOR 8' WINDOW SCHEDULE 3 FA SIm.00� tft4 'C SIM STmLAOFT SOlkf {00( CO. 2 EL SOR DOD 1 Tiff ti SENS SImm SOm 110 m. 1 8L Slm. M 4Fxd4 'L' S1r3.4 SIEIIm (SCE m 00.1 90 MPH 130 PSF Ir pm END WALL SECTION ALL FUCRM EW11m0 NSTAUD GM 03WWw M I KRM OECI116 CML ALL WMI wm mu BE = N Alto AWAMY AaAMUNr FA mo-CM Nab HEC. MANIRM Ca011r FILL SPAL W meld@® M KM AAaelOt G UMN, CIM SPAM DFOOOM SPACE ANa all"M WU Wa WIM nBCM=Ala all= COMMORS SWL M SMC ISR NEC 2504, Elwoa amlmm COMM WWL HE So PER m mo-In M AIP/AN OF FIVIN QWU 0"M" WiBWNa FWD FLB.TRtll. WME M M EM" M WWL NOT 19 LL53 RCN OWC 6 M TOw. la1a. EEL 4E4-S FEMP8a8 WL BE VW V AS BIaBI ON DRUM) w FZCUW E W BE WMIN 4' AS Mile ON NarOD) 3" W SPRAY POLYURETHANE FOAM INSUlAT10N ti-21 WALIJ ' S' OF SPRAY POLYUREME FOAM IN 35 ROOF Fl noms ell wW.YMn wrim 1 1/9• RAuSFf NAa_ F De5 — rzl- � 1� F1• smpm Rom FwuusT Ca1maL X-0-A-\ These printsmmlhe 'CmsL Type: VB ,. Florida MamdaOat, -1Bi9 occupancy; B/F-1 Act end adopted C % .. -4 Allowable No. aMereto the(ollowkg cdfoda: of Flbom One Wind Velodpe: 160 MPH OWN °� NFDaD FWD. wa-2014 F.M. Wags: 0 • MFT478&B18 •41 •1 I- `A f:.{x Allow. Floor Load: 160 .Y ° G;�'�, ",. al ate. 1V15M L : BREAK I VIIIIII oil, Mamftelumr. :1. s 3 5/8" CSRC 1gd C-STUD$ Para^_���'.y./. lfr'•". �e �,� IN Ma11 OwH: Al .:,,.:... ;/� _I�� �-+,'vat, ■1� e_nl• _ A��1• A'al• �» slnE 000R LFATFaaq IMIr FIIO[aGf1L damn as cams ooaR SET OUT I* THESE ITEMS ON EXTERIOR DOORS, WAC, LIGHTS, VENTS FOR APPLICATION OF 3/4° OF FIELD APPLIED STUCCO. 4 •' IL • IL [-• 3. 5/8" TSC 16ga. TRACK -FAWWI%.M."41 M"A wim som SHUR LL- END WALL SECTION �,3 5/8" TSC 16go. TRACK /-3 5/8• CSW 16ga. C-SEUDS METAL ROOF WEATHER WRAP (STUCCO IN FIELD) METAL FRAME ENGINEERED FLUID, INC. DA waEle 19 • aanww IIH® eaol • erb&4-IHI CONTROL BUILDING NORTH HUTCHISON ISLAND WWFP ADDITION N. HUTCHINSON ISLAND, FL m mm 91816 1 oAn In 91815-13ID SH87 1 I SL wftleb : eND VDMVM 2 FA INmkchrw. QM It IN "I; 1 Ea /amro*w. GMW 2r M mDk z DL keoct w. (: M Ir VD xodatWAC2-0E5MW DWR & WIMUUNL] HEUULL 3 El Sm WORsra 2 G SIR WTI T SIBS mRRN NIX m 1 Ea SIM um 4ro, 'L' qS SIFRw SDIR£ 100(DJ WIND & SNOW LOAD 90 NPA 'm PSF INTERIOR WALL SECTION A INTERIOR WALL SECTION D � cwr am mar m9m NemxrL° BF% RL CMMW N BIRL ¢.SM N M NNI WAE 21< 0 RR AWM RlAMm UR M W WAE 31R-1*XgXo OF 1IH M NB.• RRNIW mGQ FlL 9WL OEIDE[RL f9i Ni Rf9OIX C ,Swm VW. NOA:V91&NB RNI aMMomm AWL mx19L'1 a�2A RRL Ci Bma MEN 8&T = G== ONIUL= 9RL W SR9 FM= L'0-K DIUH B OM OONMM 99U• Bi.1m FBI NBi,N = US An= GP BtRlal OMU CMVX OR9 OffftM MM FIE WA 9FR£ rm UMM E91avNIR 9WL NU BE U55 NUN Oat OF 9E=WA=42w w IEIIPBAE ML 12 SM 4' AS DONN ON OPA M) G mwrmE ML M 1911NN 4' m =a m mU ) U423 1-HOAR FIRE SEPARATION DETAIL Nor l9 sar9 INTERIOR/ I , iI p, ANCHOR BOLT LAYOUT STEEL BASE LAYOUT METAL ROOF WEATHER WRAP (STUCCO IN FIELD) ® U423 1—HOUR FIRE RATED INTERIOR WALL METAL FRAME mNNmL�ftMAF UaNumxrx ca+rrr m n (uh mvav m SET OUT 1' THESE ITEMS ON DOERIOR DOORS, HVAC, LIGHTS, VENTS FOR ENGINEEREDFLUID, INC. APPUCATIDN OF 3/4' OF FIELD APPLIED STUCCO. To<tF PA YMRA T3 mm+wa unm auo, • a,e-ds,m, PRELIMINARY DRAWING ' CONTROL BUILDING NOT FOR CONSTRUCTION PURPOSES [NORTH HUTCHISON ISLAND VAYfP ADDITION N. HUTCHINSON ISLAND, FL as mP Ne 91816 1 , m 91815-BID SHEET 2 I FA YmedKhnr.. I MU uodetwm 2 FA kdadma OM I2 191 um t G um2aadum. mm2 mo t 2 FA umnladum: M1W 15 uaQe w92_Dmm ntt1 3 u SIR DRUB T61R4 _ _ti SRES SRDDWT fmw ICQI CO, 2 6t SRD. ROgI IS4 Tsm smw mmmcol 1 EL SRg M 48 d4 'L' sm SRDm fm m CO.) �1� TRUSSED HIP ROOF of 0 ROOF SECTION 12" OVERHANG PROVIDE 2" WIDE x 20 GAGE STRAP, CONTINUOUS BLOCKING. ATTACH TO JOISTS W/#8 SCREWS. ATTACH PLYWOOD 0 EDGES OF PANELS TO STRAPPING 0 4" O.C. a aWWA FlMNafif MR= OU CMW elm W NOMUL own a AL OMaBpRam S W Sam M AOMMIR a MWM TAM 31a-1e am MAW Aaa6MEnf i aMA9 W WE 3a 1*]W(,) m= M Na: IIM1mP1Y mMaeR iML SXNL ff 0E12pmtED PER � aPamM m aMB W WWlamm CM SPAZ OMMM SAWS aid MUM= WU Comm NM Km lla l5. mom aF OE am a7L m ama=m mm EE sm HA MFA mY EwPMmm GMAM C MU =M S iE•MW PER 10 25 127. RE acMml'A m' ma m w em ma S mvw no aEmmm 9'AE WAM EG UNDT SIM Naf EE (Ess M l= m' nM MR imm 1Ee 42W RMWME (!ILL BE VMM 4' AS SMNN W MUM) MM ME (MRL SE Willal 0 AS S MN ON WANq BREAK S• 22 a 0. mullfITIMER12. I if� 7L92 'l 2'1 Ifl,;{. y,:r I 11TS _ 8' TSB—t 6ga. ROOF LAYOUT a• CSI-16ga. C-IOISi /C( METAL -ROOF WEATHER WRAP (STUCCO IN FIELD) METAL FRAME These polds compywial the CansLT7pe: VB Fimida Menurachm BuOding . 0=pemy: B/F1' ®�� Acta+Madapted Codes alM Mort oNa mmmm(,o omaam adhemto9mfo9mxkg%tefa: cfFlooAs: .. ........ One (1): Deal en ale Im3/iC�l'-o' .. Wild Ve;wAr.. 16a MPH (Wo APPROVED BY FraEA atN9of OENGINEEREDFLUID,INC. EM. Wa. o SET our 1" THESE ITEMS ON EXTERIOR O Plan No.: WT4769-91816 VENTS FOR O� PA Ye6m TJi • aaeW4 Ya® rmel • e+rsv-la+ �� � ARma.FloorLmd: 1600e2 DOORS, HVAC, LIGHTS, I�IIF`11NC, APPmWa Date. 17/1612814 APPLICATION OF 3/4° OF FIELD APRUED STUCCO. Mamtachser: EMln med RuK inm CONTROL BUILDING Eg DOOR AM mumaHARKA N ORIR1a1 OWL ONRY MN THE ALL cm OOIDUO m SAML E = M ADmR6VY£ MN T SWIG A.90 AMWff A6NDIIFAO RCFdIa W UBE 310-11(!)(2Ke) W lE 2Om NR. W'DAIY OOIdR FLL EILYI. E EIDODIO] FF11 RC A09mI a - mo Mf1dem ma =No sm A10 OFA9MICF9 ma _ mm N M OLDIRmE uM Ds'I M mWJCM MU E 1 PER Im 260-E mmMDO mOmmoM mIDIDma a E=PER NFL'= -In lE MAW W WMN RS10 D3DII = ORi➢M FM aMOOM W9 ERM 80R W-qL MR BELESS TNN 1= W TE TOOL M NO 42" R]MME "L BEMM 4' AS a10ER R1 OPAN O) RMPYME (VAL E MNN 4' M RMNI OR MOW) 4B' DOOR fIERM PROOUCf lPPROYAI. /10.1S8-RS E (FRIG MWAUM R.D.) sm= aIEDOFO IN (FwellNlmaoj 36' DODR IJ A767183 FRONT ELEVATIONS REAR ELEVATIONS 36' DOOR II 11 3V DOOR A MEYAL ROOF FACTORY FL 111947.4) 1 IIE7AL ROOF FACM N. j119476) LEFT SIDE ELEVATIONS oaEmm00FOR'W. Pomcu FNAC uFR 6 TOR DWfi DOOR IY ILWFA AP AEL 10378aR3 FL 1111112 1 NVACNENFIIATION REQUIREMENTS 1 OI Mmufarhae so Yo(�R76+2 2 DI Mm do*w. GEM ITEM Yodek t FA Mm*M10: DAfftDEQf 2T ISO Ibd� 2 G u®amWff. I1R1M If FID YoErtMlfC2-D�IIRI N DOOR & WINDOW 5ONEM �S 2pJ/ 2 EL SIRLDOE Sig L Zo Slffl(81A SCRAff m m 2 EL M ODOR >R 1159�5 SImCP&f SgD 1LE I➢fS CQ t a SIID. DODR $1 1 Sfl�S SIEFIQVTf SD1kE IDD(C0. WIND & SNOW LOAD 0=25... SMOKE MUOPED-420 SO MM X PSF These Pllnle mmpyw the unsc Ty*. Va RIGHT SIDE ELEVATIONS FMddaMmalaDDaed OWft - O=PMN.y: WFA F}clenaaaop Codesand AI:DWWOND. One (1) 1 MEW ROOF FARM FL 111"7.6) A MU& ROW FXAW FL VA) adhRatO NefallowNg aRella: -of Fbam - - wmavelDam: _—_ -150MPNNWI- _ METAL ROOF APPROVED BY Pre Ramre DF WEATHER WRAP (STUCCO IN FIELD) EI L Wane: PWnNo.: O MFT4763R7815 ,- METAL FRAME Mow. Fla" Load: 150 Del AlNCApp=WDate: 17HOM14 ,�„u, MaaufeDWrer: k}IMiaeenla F'1W0 IRG R Imo: a^ Bawl an AID a/18'�1 SET OUT 1' THESE ITEMS ON D (TERIOR DOORS, HVAC, LIGHTS, VENTS FOR APPLICATION OF 3/4' OF FIELD APPLIED STUCCO. 614 NOMA MEME ®0®©®®'®©+ ®sm Ono ®�: lam ®®gyEMS o© ©®� � �►S�OEMii��i-© u7-i�iii►��►Z� ii�� i�E7. �-i�li-��5�► la�isi�� ��i�iii� �► �m�i��i®� ©-ii•1iiB� ��I�-�®ii�i �®i�iii � �► �iii�i ., 37"1 TE ar PANELBCARD SCHEDULE MID NORTRAUTCHIN60N,FL WWIPADDIIION DERMAMOM LOCATION: WLTAOR' PHASE, BERV[CFJOtiD WmE ffiZE 1BnR®ODCNPANELDP2 INDOORS MMVAC 3PHASE,4WIRE 2A330MCMF2A0ND MAINS: MAIN WO BU881ffi ANPLhIDU &. SURFACE ALLBREAKSRS: 4MAIC SH&VICE CONDUHSi2PlTYPE 3-RIM CKT Na LOAD DR9CRIPNON LOAF WDB CONIC. RVA BREAKER LOAD BREAKER COM. KVA LOAD CODE LOAD DEBCRiP CXT NO. CD4 AMPS POLE A - D C EOM' Aws C08 1 REECTPUMPPANSL M &98 20 3 L lam 3 20 7M 7.ffi '2ffi M M "M SLUPRYPIIMP PANEL 2 4 3 f M M e3E MI6.tl0 IQBO 6 7 9 II PDMPSIATIONCONTROL PANEL M IE8 M 331E .a" 3 30 &99 &W - M M OlKmMN )LPANBL 8 10 M M LIS Fig-3d7 5.E - 299'M 12 D 15- 17 DIRCHITERCONPROL PANEL M Affi M 3 use law 3 20. MI &98 M .M MVU WHLI.PUbiP PANTIE 14 16 M M AS2 4.82 13.80 &W M Is 19.. WAC M U.00 30 3 M64 2&64 3 .0 Ila II.M M M DRIVE 20 M ] I25 5M M DAD aw - 7A64 11.66 M M 15 TBPUN@N0.1 M i 17A6 40 3 30.92 ] 4lam 17A6 M M IEPllMPN0.2 26 a >7 29 M M 17AG am M.91 30.95 NA6 M 30 31 PU33PN0.1 M 1- 17A6 40 - 3 349E 3 017A6 17A6 M M PUMPN0.2 32 M 33 35 M M 17.40 17.46 MM use 17A6 M M 37 PDAW N0.3 M I]A6 a 3 am I7A6 2 100 11.17 L IR MCRMER 38 44l M 17A6 9 31. 1t44 L a M 12M ' 1613E L9t58 ]50.4I I61.85 KVA ' IAIt®DHPERPNA�AMPDRAW: 1%P1 AMPS 181.13 198.4 8 TTHALCDNNECTEDIOAD: 16485 KVA TOTALDEMANDAMP TMVAC34 lam AMPS MINHEIM TRAN514DRLffi[ STYE MOM KVA 7®m rm BOX LOADCWE& U LI HIEN0 R- RECEPTACLE M- M.OTORIPUMP C- CONTINUOUS Mlr LAROE4IMOTOR H- HVAC P- PANELt10ARD PANPLUOARU DESt MIX)N: M(BDWOLPI MAINS: M SCHEDULE IOCAnM EEDWR BUSSIM. 91815CVOLTAGE: 1262AOVAC PANE1MCUNTIN0. SURFACE NUMNUPCEDISM.F1. PHAS@ IPHAMSWIR AM.BREAXEM IoKAIC WWSPADDN7ON SHMCaEJM WDtE SUMNIAMOND SERVICRCONDWS6P/IYPB I1C"SCHDULE40PVC CRT LOAD LOAD CONN. RREAXER DLCAr BREAKER CONN. LOAD LOAD CRT CXL6 AMPS POLE A I E POLE I AMPS CRT.# XNA DUDE N0. DESCRDr1ION CODS "A -. DPECKTI11M NO, I WNHUSLS C am 1 1 IS 1 1 076 I I IS 2 DAD L MOIUS 2 3 CHHMi(A1.N61EWAUNY H LIS 3 u 1 1 add 1 1- IS �4 0.42 M 1SWWIiItRME01AUST 4 LIMESTORAOERM 5 CONVPN@NCE R 035 -5 IS I 1 .an t IS 6 0.42 H EXHAUST 6 7 TEIMMILY C 03G 7 19 1 Q94 2 BI WID -Q% M EKCWUPOOLPUWNM3 �-� 8 9 CHE30CALFE6U8Y8TEM C QM 9 0 1 an 038 M ll 11 E MARIFFR?RRPMPN0.1 ML 0.5E IM3 20 2 I.M 2 01M14 OM M EXCWOPffitPUWK0.4 N L16 - oss M- 14 M MI, am H EXCLARWIERPMPNO.2 M em t%7 M 2 .1.16 2 MI Iw18 038 M EKCLARD3SRPUMPN05 16 L16 0.58- M 18 17 M an EXISNNOTANKREC LAHE"VEHMATION !9 EDUra R am 19 20 1 0.0 I M MI_ DA3 H FAN MI EXTANKRECAND - 21 M5$ITS L 076 21 20 1 LM l MI M 636 R IDESTINO(3AMAREAREC 22 ECTANXRECANII a MGH705 L La 2 20 1 L40 1 A M 036 R ETANKAREAREC M STARTERPANTIL NO.3,4, - S'PARTERPANELN0.2 25 3WN1ROL8 C 036 25 20 1 an 1 20 M 036 C CONTROL4 78 MmaloCWUFIERTNK 2] Navlw=TANKMclm L to 27 10 -1 L32 I M 2S AM R NREC IS - - P30STIN0CW/ROELtTTIK NEW29 WPEI•TANKM(BnS L too MI 2 Lffi -1. 20 M an R SREC 30 31 L 0W 2111 1 20 ffi ]38 M IUABEHYSAWIZIPUMP 52 BPARR C 035 33 20 1 443 1 MI- M 0.11 C CHARTREWADPA M 35 CONV@eF22CEREC R aM M . V 1 L66 I M a LM M El05TINOOAIHMOIDR M HIlATNQI H 3749 20 2 200 am2 ID 3&40 ]� H 'Dik NU.2 I GO 47 1132 14b2 RVA LAROESTPERPHASEAMPDRAW, 121.84 AMPS " 9133I MI.S4 IANTS THALWNNECI'EUIOAIP. 21% KVA 1'OTALUIMANDAMP TWVACI DSO$ AMPS MOmHUMt TRANSFOR56�8� 31,13 EVA me 6+R13G Letm1 . LOADWOES:- L- MOHTM RECEPTACLE .... .. M• MUTURNUMP C- CONTMUClJS ML- LAROETTMOTOR . - HVAC - - - - W PANKLBOMSU . ¢`('�t�ltt�4£8•0Pr8-SPPFPIFF/pp�Fr� ,.y s = � STA'i L G F I seed These prints mmplyvta the Cant Type: VB Florida Morufaclumd Bm15Tm9 00cupwW.. BIF-1 Ad Had adapted Codes and Allowabb No. Rdhme f0 ere foibWMO m'tede: ofFbols: - One (1) WbdVelooty: -150 MPH(Vdo APPROVED BY - FDe amm9a ON7 plan No.: MF74769-91815 Fri N.C. Allow. Floor Load: Maa 150 Pat lhaeree Mr fiffaNesrlo' t31a FbR4 lna L 133HS 091016-M cx vaar DSLa, 1B roxm wr -ae�eao w:uva»m 1.4 'NOSNIHoinH H18ON — 711 NAM 'S NOW= d1MM ONVISI N0SNIHOlf1H H1�lON w�ava 11181 ll — OUVMHOS'MMIOM Wsm ®_ tLT7S • i... M "m §�L oa�siumlul�xd' OmNo r6r-saae.B • LPin man VIInl16}. m eaMn v. ® —T3Wd OL MOM oN"in'ONI'GInIj 03EI33NION3 3duMr ranetmNot m xaos am Yt/Lt/e (raN am �01 Qa 1817rJ a8ap Cl bC/'fl rTlle YIA 38 Al1iri17HCA0 HiM�3a1► N1633 BL 186N IW�3N S 901�l�SIBIB•9 9@ 3E c a trMa guns aaa �La mM � mAPavn a :rd OJ 3NAOC 3r OIIrNID1�a irJrrlre ��55jj 71 (ma larCB ABY iva ..torte • 44aq} \"t ,.,e ae•..s �� �i W�aV� �W.�,4 ... _ as {iH� ..._`.' d f.. '; - • " IB lB lad ae rll 4BI CII .. '�, � ft{`.+r R'• f.>. t �y •a;eE`:FF::ielidlYai}L�'Jf S 91 am HI1I1O9 AOI 91 19f�tlA�S� - /C Sa JB Jr. Oi"a011 - MIIAPI dIDt t v{amr x3a laa . 'Dg'DPIld M2t - s a' 4tOTJ9 mlttl -'ONI (IBACIai@8011*1/01I CANN3a :pep'IlO u 09L SLS4868LYJ.dW , ea a3naaaav - a io era � r�oogaa�L�auDa ja ts°ncw"(o aot MADUm L ell0 •oN e19,MMN. JC7uedIOPO.. ��Hne PuessMpoLdoPe Pue LTV pope 9,�eWw{ .. Sao od�'aefolj LFd18 _ :ed5l asuo•J eyL 1pµrNPa,dwmeNswuawleeeuLd dB 1d lall a8�011�9A1� c3vn l�n M A@ WI 1,9��35 .. .. (LBJS LM/ 11 5H41 — IiB '9@I'Ol� CIMM AB 00 Ata -- Y fan '`I{L Gaa3mAiiSLrq gmmt titer � t -- H W'yp mtm Ngpy MaM�WrauW WAirqur WW Pm'la�m bPV o lwtpW M W wNW9 W IWa .Wa.A Ji PW o Wa•�7'>+'4Wo+eab ;o WWWW'Wt' puWdoo PC.{Y. ioP �.t4w•appuWVepW KlintPM 4P'�plRwwq uw��Te��PW Ia IB ICJ C/7�iIr�Z .��Mgov �Y W iPW W�F1'm uepeuuWy •P WW Pw fib —'DM 'aC1U mN3$a�rli'JIgRIIdW �° sum m V Pp } 7- M _ 4b 4b 0 0 11 \ 0 am us 0"tBIT-0-401. ON XV J— PT- —2Nt, KMRWI po m Ito 00 oo�v ...... 12 Ar. it If go Ill IMAM 0 u MIME 311rfco� — MMFMR5 Iff v) ME m 64111150-0-181 S Ar 11290 SM PARL LU 1 12. off BY 3 sm 4 mr, Ila GO OCT or go ...... 4-q of 1 W4AqKVBfEB) EMMI IOAKIlit 412 FOR SDL FAUX Offr G( 00 4" I.CoraluffAlm 12 A% 1100 MYEFQ tff NMIA RW2 15 rmw 2" Wtv m Or uo cxn 151 s 010 PuOldiff(Em 1 A.cmmlinsw 4a 2 X9I0LWN 11) 40 1 •42) r M L1 to 11 1112 13 3 2 E [LUG 9 AW xwof Ito - + + - ASS—YFU OR= Rw 111. 1 y lap L2 . ACM tw U0 26 25 22 24 1 PW a ML Pit mk-w 44 11 1 1 43 . . `7haft printscomplyalftfilho GDnGL Type:%M RE $VrEMjNE Florida Marmfiechired BlAdIng OcctrpaW. B117-1 I Actarld adopted Codes end Alolvable No. form t lamfiomougrffo "ifri BYER) adhere to the alloWng Crhrlm CIFlom. FLWKI a to Go R 2 jr—POW It Mf TV471)1"11) Of 111) Omit) a I; Wind VeloW. 15OMPHANN) 4! Fra Rating of 10 aus APPROVED BY Eld. WaTIM IsiMIL i� In 17196 A 12 ABB—VFO IN Plan No MM769,411815 RM of to of too moor Agm. Floor Load: MINIM U 24 5 ---- ON Am. APPrmw Date: AEngMeM FN. Im DFILIM W. 12 QK) Do mom colva It I 2 9 m L I a a Ow or I URWff rml rml o=) famitomwel" 1/4 cusal/oum FLIF K 10 10 ON) 2- 2 FUVR)Zr P If 90 ANUNNY 42-Y T-4y " K—MgAiv I,- , to to 18 12 q4u, u 11moraftu 12 ABS-VFD 131, onm A 3 V;o Ac FAU to 9 u 1­26 IF-257 22 24 In MA In Gill OCT at go 11NOAZJ2 FOR SOL fwm Off Or 00 1 53 FAWM am IM%-2P pp, 3aryAIL WON MINOR FOR IM1I I.MWMBEMIFCW. INIU1W 9/11/14 100 IWKLW 2" 31111-31. OR "am SCCR - ICKAOMOVAD 11.1- TWE ONE INS11ALLATI ENGINEEREDFLUID, INC. NEWA I ENCLOS CO RMOTE m PANI 10 to 0 I =I W ELEGIFIGAIL SCHEMATIC AT -- M SM11"Nary. flip )OPMEYINE" 'A w f7E- NO: HUTCHINSON ISLAND WWTP ADDITION No am 25114 -NORTH HITCHINSON, FL 0 jm 01,12wiBWffix 1r �fre1 �W R3AY tl61Y �lad(:eQ(a3W Lamm" " Eaw R109 We0®Ik(10FR0j(IA� }I 0 FEW W-21101 HK SE m-mat -c-im r I 15A-IF maw �:----- MB7Wa fG9 MAl1 ?-- Flwtda Melwfec0mdBM4In9 Ooapernr _ BIF-1 Act and adapted Codes and Allowable No. edheretothefollowin9ralteda: ofFloore: one(1) WhM VeloW.. 150MPH (Vu0) b75RVA APPROVED By Re Rating of 7RANSFORNER Ed wags: 0 N 480-120/240 Plan No.: MFT478991815 AAcw.FWrUw& 15DVd INC. APPmN Data: 12/1612014 MamdacWreC EW eared Flu)d Inc. 200A-2P-MNN --___ A-1P y��[ Tr.FI.. OCWR I�OM6 ND I1ND --ARL a, ll" Y^(B IXFIM mum N0 un Lw� (m1 roc amssa,I 4i --��,(c. �'pA SOYBBI RvaamBs(3V ' BI9Mt C� L (3eNtn9Ag(BIiuW TW.A - 1fl BD mVm ullt5 1 iA-1P DE91 Ox12 1x0 AI3 c� OEMI0W oM 0 gpB�pR 1 y711) 11 I7 1 um "A\) ram CM4 12 Ntl0 FM W ' wm �7�p MIMIRI9ICKiOJ(13Q R4) ME IBfRW IEW -- 01RBIFN j ,A-,P =ffilm B,Nin ,nZwWNATRA(1AA)=a 0914 15A-IP 20A-2P jd y151-1P T IXMWBAHSP&3 LL`t .. y _ y```." 20A-2P 20A-2P a' ti^-- �' _ FARIB WE NFAOffi046 20A-lP y ZOA^�1P _ ENRADMZPM6 .- 29AL-1P 20A-lP r B�, ppyg 1p,p N 'Ol9 6iTII(09.116 w AO 2 20A-lP 20A-1P - Dm� M1�Bl1wa A � 20A-2P 20A-1P r- omam TARSB2: T 20A-1P ^ Tumm gm MP 20A-iP 20A-JP • IB " W OBW Ri0081 i MIVtf R07P+�0� 15A-IP r 20A-lP Elm MIE ABIMI 20A-2P T 20A-2P T' al W WOK2(I•P.A) R R-M y , Al OA-2P sdY- - •ny `�;:• 4. MEVf TO BE R® GUM ME 3.0 HE WONO DM1WELMH a59E lBit(aD110.a vRFLWff YR FA D/AiR PAP A05 9/11/14 .....10D ~ --- SCCR = 10NAO48CVACmaw m C OA-lP my W.. 1 ONE MSEAW(nOFGOENGINEERED FLUID, INC. NBA 1 EOI PANELE � D =Z517 93AY IR. IS RET10fE Tb PANEL•---' ®I Pyyamm• mnaaYti Yum aze� • mega-lal ORFRm R91-W ✓—mm— M[NloffrH SA ElEWRIGLL SCHOMC HUTCHINSON ISLAND WWfP ADDITION I 1'i IV 9m Rapllt d ° man nR-0IIr AtLA � 1. a TYR a Men ELI • V O° mpuf 06RK W IDnKTKr man(9 d ° A. G . ° �4 FE&N 0 tY FiW11 YAYTIIP 3 r W) D r� IOFa FORED SUE-\ 14 MWl FAaf SIDE 9-AR FILL 20ML ENX1 1 10 Im P0.IFIMORWIE SARW OAIEiR 1•�• TYPICAL FOUNDATION DETAIL N.T.S. Foundation Nets: FOUNDATION PLAN T°omoE�r»D100�°om®f°ORIm. rm laaBlec FPUSRD ROOK RMIM & 0 If at L Soil bearing capacity is 25W pc per Keller, Schleicher& MacWililam Engineering and Teeing, be stela report datedluoe 7, 2012 The report pmjennamber is K120SS94b. Keller, Schleicher & Mac1M®am Engineering and Testing, Im Itavailable at P.O. Box 78-1377, Sebastian, Florida 32978-1377, (7R)58"712. 2. Within the wmtsuction area and 5•4'berord, a0 vegetaNm, landscaping materials, debits, orgarktopsdl,andotherdeleteftmm uda6stWlberemoved. Wi1Nnthe uildirgareaall native salsha8 be removed to a minimum depth atthe bottom ofthe fwtiags The wMnxUt areashagbegradedandprod-roffed. All softyieldmgareassvith insufficient capacitysball beeacanated me minlmumdepth of two fee and replaced with eezncomp2ded fill underthe wpervismof thegeatediMcal engirneer'stepresentatlre. Place structural fY meeting the require na tees of tine sogs report N lease byram of a maximum of flinches in thidmessand compz¢each ORte atlean 9516mod0kd Procter (ASTM D1557) and prodding a mimmumbewing cNmcityof2SDD psf. ANerthe exposed surface hm been proof-rolted, the area shall be flied to the desk ed grades. The monimring, eitduatim, wbgrade compaction, fill materialutecfto pl xment,andcampactionsha0beperformedundefthedirectionefa represmsathe of Keller, ScMddw&Ma W"iam Bngfk edngand Testing, Inc in canplience wlthmeseilsmport. 3. All piplrg, thrust blocks, floor drains, and elecuicai wnduitsshau be installed prior To placing the cometeforthemmdation. EFl isnat responsible mrthe design ofthrust blocks 4. All cpntree Shall haveasmaoM robbed fmisR ABflatwwkshallbenueplaneuithln I/8'In S. Tennitetreatment shall be required around and under the foundation slab. B This foundation has been designed In accordance whhthe MO Florida Bullring Code. BASE FRAME ANCHOR DETAIL CHANNEL/TUBING FRAMING MEMBERS tam I. mom CPS Rome E Fl! 2. ANDO am rr0 mn BY 1 SDN AS S WA EESOm IT F) (on= ARE"MO._ l team NO plawat wm [1Tr E EQIND Am A M IN 6 f0yf. fOl S 0111001I1' w Alrla18t1.15 S46m Br B®EB1. & NOW WaM SAL E RA® crow Ir E FADI LCTD AM4=hit. SM EM BMWFFi M11111ll Mr m 1 D On& m= m AlaEl BBIfl ALL xmmm CDMCRETE CWtfAETE WCFUt SHALL CONFORdro1HE REONREdEIT6OF ACIsot•GV ANDGn019 9'BUILDINGC DE REQUIREMENTS BUIIDMGB AND ACI st 8q8 'BUILDING CODE REOIAREN(3RS FOR STRUCTURAL CONCRETE'. CONCRETE SHALL NOT BE DELIVERED TOTHE JOB SITE UNTIL AFTER THE MIX DESIGN HAS BEEN APPROVED BY THE ENGINEER CEMENT USED IN THE CONCRETE SHALL CONFORM TO ASTMC 15B CONCRETEAOGREGATESWMNT1¢ CREMSHALL CONFORMTOASTN G83. WAIERUSEDINTHE CONCETE FROM BEPOTABLE WATER.SLSHALLGA ICWAlm FREE FROMOK.S, ADDS' cADELETSALTS,ORGANICMATEOR OR OTHERBUBSTANCES DEIETERO RELATE SUE OR DIAMETER CONCRETEMA) SHALL BE RELATE SRE SHALL BE I RICH DIAMETER COTHAS E BHALL BEREICATIO F CONQN:TE COMPLYINGWTM ASTM C9IM C SLIRCAnONFOR ALL NOT CONCREIE'WffHAMAYNUM 9'SLUMP. WATER SHALL NOT BE r rx>,R= a.:•r,��a;irwassi�.rr=r.r;a ALL CONCRETE: Fla• 3500 PSI WITH NOT LEW THAN 5A0 LBS OF CEMENT PER CL M:YAFIX CONCRETE EXPOSED TO THE ELEMENTS SHALL HAVEMN ENIVAPCs1ENT OF 516 s 1%. AIR{JORAPllNG ADMIK71RES SHALL CONFORM TO WECIRCATION FOR ARt{NTRANBm AOMIXNRES FCRCONCREIE AS1M C280: CALCINM CHLORIDE IN THE C RESCOMABSNG CHLORDE SHALL W NOf BE USED THE aNTtQ>ETE. TOOL OR CWIMFER EXPOSEO EDGES AND CORNERS. PLACEMENT. EINTEiNALMBMTmN OF CONCRETEDURNO NFM. 00 NOT OVER V®NATE AVOm TOUGIWGANY REBPORCaO WRH'rHE WBRATORIffAD. Df:TAWNO. FABRICAnON, ACCESSORIEB AND PIAOFJAEM OF ST NDARD PF SHALL CONFORMTOACa B B'MNG COOF STANDARDPRACTICE'AND ARCED C NCREDD.G CODE REQUIREMENTS FOR REMFORCED CONLTtE7E'. ALL REINFORCING BARS SHALL CONFORM TO ASTM A 615 OR ASIM A9MF GRADE M (MNMtIM YIELD STRENGTH - W.M PSD EXCEPT THAT na SUPPORT BARS MAY BE GRADE a0 Q hNL M YIELD STRENGTH a 40,000 PSI), REtffORO IS FOR CONCRETE SHALL HAVE A M 1141MUN 0 BAR DIAMETER LAP SPLICE UNLESS ODHERIMSE NOTED. ESTIMATED TOTAL STATION WEIGHT: 241000LBS