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HomeMy WebLinkAboutDRAWINGS FOR PERMIT<91 0 O 05 3'-10" Q 4'-1 9/16" 03 4'-11 1/4" 3'-0" ❑1 6'-10" Projky: 10697 Bldg: i Plane: 1 I. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2 ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER --DOCUMENTS. FODATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE �UN\ CURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT. PIT. I I I NORTH SOUTH 21'-10 3/8" 18'-3" 26'-6" 17'-3" 28'-0" 106'-0 3/8" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUDEN Building Code: 91SBC-r93 THIS DRAWING. INCLUDING THE INFORMATION HEREON. Live Ld(W/Trib Red) 20.0 pSf REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. Coll. Ld (gravity) : 3.0 Psf A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING EV 0 Coll. Ld (uplift) : 0.0 pSf DESCRIBED IN THE APPLICABLE PURCHASE ORDER Wind Speed: 110.0 moh ANO SHALL NOT BE MODIFIED. REPRODUCED Wind Exp. Cat.: C OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF YARCO-PRUOEN BUILDINGS. Ground Snow: 0.0 pSf THE GENERA LL CCONTRACT R ANO/pR ERECTOR Roof Snow: 0.0 pSf {S SO ELY PESPONS L FOR ACCURATE GOOD aUALj Y MORKMANSH N EREECTING THIS Snow Exp. Cat.: 1 BULLYING 2N C NFG MANCCEE W TH THIS Seismic Zone: 1 DRAW NG ETA4LS REEFERENC G IN TH[5 DRAWING ALL A PL�CAB�E VARCO-PRUO N ERECTION DETAILS Building Use Cat.: 1 AN A L NOU TTRY gTTANOA PEERTAINRI NG TO g PROPE E ECT ON, INCLUOIN THE C R ECT USE SCALE Auxiliary Loads NONE OF TEMPORAFY BRACING, u n AVV V Anchor Bolt- GUOTE . JOB ED95013875-001 DESC. BUILDER DATE /19/9S CUSTOMER p TIME M.J. ANDERSON LOCATION METAL SLOG MFG ASSN 13 = S 1 PORT ST.LUCIE, FL VARCO-PRUDEN DRAW/CHECK PROJECT STEIER CONSTRUCTION INC. BUILDINGS PAGE r _7 dr� 9UILDING S GOLF CART STORAGE A UNITED DOMINION COMPANY C. Do t N N (4) 3/4" Oia.A-36 A.Bolts Plate L=1'-10" W=B" T=3/8" Elevation= 100'-0" D1 FL m N U U \ �O H a N UJ E N I N N O U • N N (4) 3/4" Dia.A-36 A.Bolts Plate L=11" W=8" T=3/8" Elevation= 100'-0" D7 FL Do U7 (4) 3/4" Oia.A-36 A.Bolts Plate L=2'-3" W=8" T=3/8" Elevation= 100'-0" D2 Do (4) 3/4" Dia.A-36 A.Bolts Plate L=1'-9" W=8" T=3/6" Elevation= 100'-0" 7 ANCHORS (NOT BY VP) EQ. VARIES 3" BOTTOM OF — — COLUMN I I EQ. BASE PLATE L 4" OPENING WIDTH o F �STD = 1/2" NOTE: 1" PROJECTION ABOVE FLUSH = 0" BOTTOM OF JAMB CLIP TYPICAL COLUMN BASE PLATE DETAIL FRAMED OPENING DETAIL Projky: 10697 Bldg: 1 Plane: 1 Cn C N U \ IO N N U7 lC1 Ef L C: \ L N G N N N (4) 3/4" Dia.A-35 A.Bolts Plate L=11" W=8" T=1/2" Elevation= 100'-0" D3 Do Ln _ 1 LL V 2 1/2P4�1/2" [off L (2) 3/4" Dia.A-36 A.Bolts Plate L=10" W=6" T=3/6" Elevation= 100'-0" D9 (2) 3/4" Dia.A-36 A.Bolts Plate L=B" W=8" T=1/2" Elevation=. 100'-0" D4 Ln (2) 3/4" Dia.A-35 A. Bolts Plate L=10" W=8" T=3/8" Elevation= 100'-0" D10 m in I • (4) 3/4" Dia.A-36 A.Bolts Plate L=1'-8" W=8" T=3/8" Elevation= 100'-0" D5 FL 5" 4" N w J (2) 3/4" Dia.A-36 A.Bolts Plate L=9" W=8" T=3/8" Elevation= 100'-0" D I I CU (4)3/4" Oia.A-36 A.Bolts Plate L=1'-9" W=8" T=3/8" Elevation= 100'-0" 2 1/2" PROJECTION (U.O.N.) BOTTOM OF COLUMN BASE PLATE ELEV, a_ ao F- 0 TYPICAL ANCHOR BOLT PROJECTION 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ASHEAR AND TENSION PER AISC SPECIFICATIONS (FY = 36 KSI ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINE❑ 8Y OTHERS. ON OTHER {DOCUMENTS. 3. DESIGN LOADS AND REACTIONS ARE E. AND 4. FOUNDATION MUST BE LEVEL, SQUARE, ANO SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS ❑RAWING OR STEEL WILL NOT -FIT. Building Code: 91SBC-r93 Live Ld (W/Trib Red) 20.0 psf Coll. Ld (gravity): 3.0 psf Call. Ld (uplift): 0.0 psf Wind Speed: 110.0 mph Wind Exp. Cat.: C Roof S Snow: 0.0 psf Roof Snow: 0.0 psf Snow Ex Cat.: 1 p• Seismic Zone: i Building Use Cat.: i Auxiliary Loads NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY. IT ISLLOWABLE DESCRIBED IPROVIDED FOR ERECTING THE BUILDING N THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED NRI TTEN APPROVAL OFUSED FOR ANY EVARCDPPRUOENOSE THOUT PRIOR BUILDINGS. THE.GENERAL NTRACToR ANO/OR FRECTOR 6S SOLYELY qEJE;DNS(BLE FOR ACCUFATE GOOD UALII r WORKM NSHFP N£q CTING THYS SUIL41NG IN C NFO MANC� W TTH THi AW NG ETA LS REP'WkEW O IN THI DRAWING ALL APPLIICAB`` VARCO-P7Up N EREECTION DEETAILS ANI) ALLINOUS RY TANOAgS PERTAIN NG LO PROPER- , EgECCTI 77N, ggIINC[LUOING THE CORN ECT USE f TMPORAPY E3RACI NG. { Bolt Anchor or QUOTE i ED95013875-001 JOB I REV DATEGATE BY OESC. BUILDER c METAL BLOG HFG ASSN 7/19/95 CUSTOMER M.J. ANDERSON TIME 13: 51 LOCATION PORT ST.LUCIE, FL R11 V A R C O -PRUDE N BUILDINGS A UNITED DOMINION COMPANY GRAM/CHECK PROJECT STEIER CONSTRUCTION, LNC. SCALE NTS ^cl�ILOING GOLF CART STORAGE PAGE Au Bars 1/x• AAOT u.G.N. (IiNGTN ws s"owN} USE 1/2' A2123 BATS AT 'STS' FLANGE BRACES ONE 90E RANGE BRACES REO'O. AT ENO FRANES _ T 1 1 CONP E —SECONOMY LAP VAf"ES VAWS � VARIES 11V LONC • 1' LONG ' SECONOMY FLANCE BRACE PRINARY FRAME 1 1/x' LONG - TO ASSURE STRUCTURAL INTE=TY. INSTALL RMGE BRACES ANO ALL CCNNECPON BOLTS \ J •+� _ AT ALL LOCAPCNS SH ON MIS ORAV Q _ TYPICAL. FLANGE BRACE CONNECTION _ : f�s' CON nNUO PURULAP SN 0"- CONnNU S QRT LAP, S"PLE PURUN MD QRT GGNo -S vNwl © I D 0.500:12 ® 6 21 "a 4' -OIL H N O 5 � r 3 o CO a H 1 LD (� W Ln O N ry Ln N o 00 N IN01 W N C3 o M rt Ln W cq k' C^ N IN D' m Iq W IN 14 — — — — — — J - --- --- --- --- --- :� I I '/ --/- --- ---- --- — FL4RBX5 FL4RBX4 ® I d N O O I \ FL4RBX3 7 rT (� FL4RBX2 O co J >C I Ln H [� U d I L 6 uD FB20751 - — a w o1 w W - — --- t - — I I w ❑ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ ca 32'-0" 35'-011 29'-7 3/81' 96'-7 3/811 0 1 5/81' © 1'-0" 05 3 1/2" 2 @ 2'-011 03 3 Q 2'-5 5/811 ❑2 2'-1 3/16'1 Q 3'-5 1/411 Projky: 10697 Bldg: 1 Plane: 12 Elevation at Frame Line 4 THIS DRAWING TS SEALED ONLY AS TO THE COMPONENTS FURNTSHFn RY VARCn-PRIUIFN 1pq X-1 IMF TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION S(C) ''TURN -OF -NUT TIGHTENING"'. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO \ CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION ZS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR:- Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity) : 3.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph Wind Exp. Cat.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf SROW Exp. Cat.: 1 Seismic Zone: 1 3uilding Use Cat.: 1 Auxiliar Lcads NONE Y THIS DRAWING, INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS, A UNITED 00MINiCN COMPANY. IT IS PROV IOED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRIT.TEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GENERALt CC--OONTRAICTp- ANO/ R R TOR 65 SO'AL[IELY44FESPONSIII[[$LECFOIRrEAHTtNTHG,JJH GDDD g#Ab¢NGGWOETAA441N,SORREMEFFA!!!lEPEEEENCEEE{{OHIIi NHTHLt$jj5SORAWING ALL APPL AB`E VARCD-FPFU�EN ERECTINN OETAILS AN AFILEE NCOCITUISISoaTTRY S5II TTCACNOAFR SSSS PEEEERTTA [NRdING TTO OF T914 RA BRACiNGLUDING THE LSR ECT USE Frame Elevation QUOTE 0 ED95013875-001 JOB / REV DATEBY OESC. BUILDER c 0 o METAL BLDGMFG ASSN DATE 7 19 95 / / CUSTOMER M.J. ANDERSON TIME 13:51 LOCATION PORT ST.LUCIE, FL II UU II �L� VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE PAGE 1. A325 HIGH STRENGTH BOLTS SHALL BE PRIMARY FF PART' NO FLG THK X W( FL4CX1 3/16" X `. FL4RBX2 3/16" X `. 3/16" X `. FL4RBX3 1/4" X `. 3/16" X `. 3/16" X `. FL4RBX4 3/16" X `. 3/16" X `. FL4RBX5 3/16" X `. 3/16" X `. FL4CX6 3/16" X f FL4CI7 3/16" X `. FL4CI8 3/16" X 0 0 TAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES I WEB THK DEPTH APPROX.SHIP No Oty Diameter Length Vertical Clearance Under Frame at FL4CX1 = 7'-1 11/16" START/END LENGTH 1 14 3/4" 1 3/4" Vertical Clearance Under Frame at FL4CX6 = 11'-0 i/16" i.0 .134 21.0/21.0 7.1 2 8 3/4" 1 3/4" Horizontal Clearance Between FL4CX1 & FL4CX6 = 92'-6 1/8". i.0 .134 21.1/20.2 11.9 3 4 3/4" 1 3/4" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) i.0 .134 21.0/14.0 10.0 4 4 3/4" 1 3/4" i.0 .134 14.0/28.0 10.3 5 14 3/4" 1 3/4" i.0 .134 27.9/8.9 9.8 6 4 1/2" 1 3/4" i.0 .134 8.9/9.0 15.0 7 4 1/2" 1 1/2" i.0 .134 9.0/20.0 10.2 i.0 .134 20.0/12.0 9.8 i.0 .134 12.0/21.0 10.0 5.0 .134 21.0/21.0 7.3 i.0 .134 26.1/26.0 12.8 5.0 134- 10.0/10.0 7.9 - 5.0 .134 7.0/7.0 10.0 Prnikv: iOSC17 RIr1n, i Plane: 12 1- ­-.1 _ n - v c m Yuc rn .CNre FIIONTCNFn wv vearn_oonncu P E m if " 'IT MAI N ' kitr L; u 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENEO IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 5(C) "TURN -OF -NUT TIGHTENING". 2. USE 1/2" OIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, ANO GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF AOEOUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. '- Building Code: 91SBC-r93 Live Ld (W/Trib Red) 20.0 psf Coll. Ld (gravity): 3.0 psf Call. Ld (uplift): 0.0 psf Wind Speed: 110.0 mph Wind Exp. Cat.: C Groun❑ Snow: 0.0 psf Roof $nO W: 0.0 psf Snow Exp. Cat.: 1 $e15m1C Zone: 1 Building Use Cat.: i Auxiliary Loads NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GENERALL {{ NTRACTppR ANDApp EEREECTOR IS SOLELY PESFDNSIBLE FOR ACCURATE GOOD DUALjjTY N PKMANSHIP IIIN £R C ING THIS BUILYING N C NfFDFFRRMAN[CE W TTH THL3S DRRAW NG ETA LS REFERENc 0 N TH DRAWING1771 ALL APPLII AeLL vaRCD-PRup N EIRECTfgQN DETAILS ANO EALLEE INCDcUSoaRY S5iI TAcNDaiip PER7AINiNG TO OFOTEMPOPARY LBFACINGLUOING THE CORRECT USE Frame Elevation QUOTE 0 ED95013875-001 joa o REV OAT BY DESC . BUILDER c FLLLMMM�JJJI (LCM o METAL SLOG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 13: 51 LOCATION PORT ST.LUCIE. FL V A R C 0 -PRUDE N BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT STEIER CONSTRUCTION, INC. $CALF NTS BUILDING GOLF CART STORAGE PAGE ALL B0.rs ,/Y ,VAT U.aN. (a-- AS SN -), USE ,/Z' A]ZS B0.TS AT -STB' F, CE BRACES -E SOE MNGE BRACES REO'0. AT ENO ERA.M 1/`• CONTNUOUS SECGnOARY LAP VARIES 1 '/1 ^'I, VAIIES a -ES I- LONG '- SECONDARY TYT. U.M FUNGE BRACE P ARY TRAYE ,n LGNG _ TO ASSURE STRUCTURAL INTEMTY, INSTALL FL. CE BRACES ANG ALL CONNECTOR BOLTS LL AT ALOCATONS S,UNN ON .1. ORATANC TYPICAL FLANGE BRACE CONNECTION CORnN0005 PURuR w SNO„N. c0. TnUCUS ORT W. 9YP,,E PURUR -0 ORT CO ...S SU,IAR. 1� Q 91. 0.500:12 ® 6 21 @ 4' -011 a 0 0 C3 w d' N 0 In N ( N G, Ln - _ d o m N0, o C11 W W DO aC"I v N GQ w W _ v N01 v W N N - - - - - - - - - - _ ... cliv v -.-- -- --- .--- --- - - ------- - -I — — — — — — — — — — ----- FL7RBX29 O0 �BX27 O FL- 7RBX28® IIIII ON FL7R © H U � r I r 1 - kn 1 — -24F$2'071 -I) --H V —s w �_-1— �— I 0 1 a I P4 I T w I — I ❑ ------------------------------ ----------------------------------- ❑ 32'-0" 35'-0" 29'-7 3/8" 96'-7 3/811 _I O © 1'-0" 05 3 1/2" ® 2 Q 2'-0" 03 3 Q 2'-5 5/8" 02 2'-1 3/16" ❑1 3'-5 1/4" Proikv: 10697 81da: i Plane: 15 Elevation at Frame Line 7 u — u_ S Tn TMF rr Cir TUT GI ICNTCURn Ry VeC! _PGIIl P �i1A n� �j 'Ed Ni 1- A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION S(C) "TURN -OF -NUT TIGHTENING-. / R�h1E, GIRT TO FRAME, AND GIRT TO 2. USE 1 2" DIA. A307 BOLTS FOR PURLIN TO F CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS- 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR- -� Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 3.0 psf p Coll. Ld (u lift 0.0 psf (uplift): : p Wind Speed: 110.0 mph Exp. Wind E Cat.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 1 Seismic Zone: 1 Building Use Cat.: 1 Auxiliary Loads NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. A UNITED PR DOMINION COMPANY. IT [S ED DVIDEOOMINION FOR ERECTING THE BUILDING DEscR[BEO IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE ENERALL CcONTRACT R AND/ R R TORET s S�LLELY RESPONS BL FaR A�. A� GDDo UILjTY WpRKMANgH P N ER cTING JjHIS UILYING IN C NPO MANCE y, TH TH{S RAW NG ETA LS REFERENCCC 0 IIN TMIIg DRAWING ALa APPL�CABL vARCO-PR(Jp N EREC[T14N DETAILS pgOpAILERE T3IONY TTNcALUOING TEEEHETTCORRECTTUSE OF r�FFMPORAfIV ORAC NG. Frame Elevation GUOTE 0 ED95013875-001 JOB A - REV OAr BY oE.O. BUILDER �� �M -� L.nnJ Q M f 1 LJvLJ o LA.IJ Lf7J METAL BLDG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 13:54 L LOCATION PORT ST.LUCIE, FL VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMPANY CRAW/CHECK 'PAGE PROJECT STEIER CONSTRUCTION INC. SCALE TUTS BUILOING GOLF CART STORAGE PRIMARY FRAMING SIZE CHART --_ PART -NO FLG THK X WD WEB THK DEPTH APPROX,SHIP START/END LENGTH FL8CX33 3/16" X 5.0 .134 9.0/9.0 7.6 FLSRBX34 3/16" X 5.0 .134 15.0/15.0 31.0 FLBRBX35 3/16" X 5.0 .134 15.0/15.0 20.0 FL8RBX35 1/4" X 5.0 .134 15.0/15.0 21.0 FL8RBX37 5/16" X 5.0 .134 15.0/15.0 24.6 FLBCX38 3/16" X 5.0 .134 9.0/9.0 11.6 FL8CI39 3/16" X 5.0 .134 6.0/8.0 8.7 FLSCI40 3/16" X 5.0 .134 8.0/8.0 9.5 FL8CI41 3/16" X 5.0 .134 6.0/8.0 10.4 A325 BOLT CONNECTION CHART FRAME CLEARANCES No Oty Diameter Length Vertical Clearance Under Frame at FLBCX33 = 7'-7" 1 4 1/2" 1 1/2" Vertical Clearance Under Frame at FLBCX38 = 11'-6 7/16" 2 4 3/4" 1 3/4" Horizontal Clearance Between FLBCX33 & FLBCX38 = 94'-11 1/8" 3 4 3/411 1 3/4" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) 4 4 3/4" 1 3/4" 5 4 1/2" 1 1/2" 6 4 1/2" 1 1/2" 7 4 1/2" 1 1/2" 8 4 1/2" 1 1/2" ALL BOLTS V.,AT U.O,N. (LENGTH AS SN_). USE 1/2• A323 BOLTS AT'SfB• RANCE BRACES ONE SCE RA-CE BRACES RED" AT END ERANES CONTINUOUS SECONDARY LAP VARIES --'il ARIES ¢ VAgIES 1/2' LDND E Y LDND SECONDARY T1P. U.C.N. RANGE BRACE PRIMARY =E 1 1/2• LONG TO ASSURE STRUCTURAL INTECD,Y. INSTALL RANGE BRACES ANO ALL CCNNEC,ICN BOLTS AT ALL LOCATIONS SNOAN ON MIS ORAWNC, TYPICAL FLANGE BRACE CONNECTION CONTINUOUS PU N L P SNO"N. CONTINUOUS CRT AP L. SMPLE PURLW AND CRT CONCITIONS SSNRAR. Q © T 2Q I 0.500:12 ® 6 21 @ 4'-0„ a I� COCo C) O r1 CO CO O CoLO CO 0�.1 N N O � N I2DO � N k' L21 0 03 CO N O NpC N W � W DO W ED r-4 C7 C7 N DO � CD a. C9 G. U C7 W L7 CD --- - - - - - --- - --- --- FLSRBX37 O FL8R13X36 N FLSRBX35 O O - tn GC10 r--------FLSRBX3-4---- 1 I r------- © I O - r- a -- - - 1 I - - - - - - - - - - rIr----------- - - - - -- I I r- - - - - -- 10 U I a n }�r' I X 1 I Cn r�i I V I I ri Coi.4 I I I I I Im I I I m l I Co I I I I I 1 1 I I I 1 I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - - _ - - - - - - - 1 - - 1 - - - - - - - - - - - - - - - - 1 - - '-- 1 - - - F 27'-0" 20'-0" 20'-0" 29'-7 3/8" ri ■ 96'-7 3/8" O LJ �1 5/8" © 1'-0,, �5 3 1/211 2 Q 2'-0" 3 @ 2'-5 5/8" ❑2 2'-1 3/16" ❑1 3'-5 1/4" Projky: 10697 Bldg: 1 Plane: 16 1, A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 5(C) "TURN -OF -NUT TIGHTENING". 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR.. Elevation at Frame Line 8 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUOEN Building Code: 91SBC-r93 THIS DRAWING, INCLUDING THE INFORMATION HEREON. Live Ld(W/Trib Red) 20.0 pSf REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. Coll, Ld (gravity) : 3.0 pSf A UNITED DOMINION COMPANY. IT IS F ERECTING THE BUILDING Coll. Ld (uplift) : 0.0 pSf DESCRIBEDVINETHE APPLICABLE PURCHASE ORDER EV 01 Wind Speed: 110.0 mph AND SHALL NOT BE MGOIFIEO. REPRODUCED Wind E CatC OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR XP • .: WRITTEN APPRpVAL OF VARCO-PRUDEN BUILDINGS. Ground Snow: 0.0 pSf THE GENEPAII.. UCpNTRACT P AND/pR EEREECCTOR ROOF SIIOW: 0.0 pSE jjj{{S SOLLELY I7ESPONSi LpE FOR ACCUFATE GG00 Snow EX Cat.: 1 OU�71 N WpNRNKMANFSSHqq[[P ICNcEEER TING{THYS P RAN NGG ETA4LSO.-1A-1 ENC 0 NHTM[5 DRAWING Seismic gZone: 1 ALL A' CAB FTT VARCO-PRUO N ERECTISpaN O�TAILS Building Use Cat.: 1 AN AiLiL �jN ULS RY gTANOa PEEERTA[NI NG 0 PROP EQQTIaN, jN[LUDIN THE COR{{{iiiECT USE SCALE Auxiliary Loads NONE of rMP�RAiSY BRACING. 0 w 0 01"I AVAI w,!�! f!" 0' R P E R.1 T Frame Elevation OESC, I BUILDER PORT ST.LUCIE, FL CER CONSTRUCTION. INC GUOTE 0 JOB 0 ED95013875-001 _ GATE 7/19/95 o M Q TIME METAL BLDG MFG ASSN 13 :51 VARCO-PRUDEN GRAN/CHECK E BUILDINGS A UNITED DOMINIGN COMPANY ROC BRACING - -_ MARK LENGTH CIA liR0010 38'-11 3/16"0 1/2" 11R0011 33'-2 13/16"0 3/8" i1R003 39'-3 3/4" 0 3/8" 11R004 40'-2 11/16"0 3/8" 11ROD5 34'-5 9/16" 0 3/8" 11RO06 39'-11 1/2" 0 3/8" i1R007 34'-2 3/16" 0 3/B" 11ROO8 39'-2 1/16" 0 3/8" liROO9 38'-0 5/8" 0 3/8" 0 1 4'-1 9/16" © 5'-0" 8'-2 3/16" ®' 1'-0' ❑3 3'-0" 0 3'-10" Q 4'-11 1/4" PrO1ky: 10697 BldQ: 1 Plane: 11 I .. /- - --E`L4Z'.X3- - - - - - - - -fig- - - - - - - - - - - - -CR9- - - - - FL'JCX�5- ---------- FLSC{3-3 I / N U) o X I I lIP w 04 al•P - 1 LD : I �I I I 04 I I • I yy yy 1 00 1 r I 1 z X FL8CI39 DO a BCU w 1 r, FL4CI7CI15 is CI15 a1�0� as � I I L I yy4 titi¢ P4 1 i I FL8CI40 1 I I I I Odmw yya`a�9ydaG,I 1 , N O cq aiL z p 1 FL4CI8 FL5CI16 111II FL7CI32 FL8CI41 � I I m I 1 r` I 11� a1 I Q 1 ao c 1 In N I W I m x r l I a axl a r x I w 1 IFL4- FLSCXI4 FL6CX22 F- - - - - - _ ------FL8CX38------------------------------------------ m m r` i M CU 15'-0 3/8" I 18'-3" 26'-6" ®}� 17'-3" 28'-0" I_ 112'-10 3/8" �1 P E "R 1 _ A TYF fllY0T1NFNTC FIIRNTRYFfI RV VECfII_OCIIf1FN 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 5 (C) "TURN -OF -NUT TIGHTENING". 2. USE 1/2" CIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR.-- -- .r Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity) : 3.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph P P Wind Ex Cat.: C P• Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 1 Seismic Zone: 1 BuildingUse Cat.: 1 Auxiliary Loads NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GENERA NTRACTOR AND/OR R TOR IIS SO ELY bE��ONs BL FaR accu�a�� GOOD IpIpppUALjj Y WQRK MANF�H P N EREcTING THiS BUILDING 1N C NFO MANCE W{TH THIS ORRAWiiNG ETA LS REFER€ENCED N TH ORANING ALL APPPLgcae VARr10-PRA N �RycTf N DYTAIL5JE AN 0 A L N U RY S ANOAROSS P R AIN NG D PROP EQQT aN, LNCLUOING THE CORRECT USE OF T__ AiSY BRACING. ROOF Primary QUOTE # ED95013875-001 JOB 0 EV DATE BY OESC• BUILDER M ro) (�j (-1 o LMJ L� L n tJ L�rtJ METAL BLDG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 13:56 LOCATION PORT ST.LUCIE, FL . VARCO—PRUDEN BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE PAGE 4� 1 L SECONDARY - _ MARK LENGTH THK DEPTH liEZW165 26'-5 1/2" .082 8.5 IIEZW26 28'-11 1/2" .082 8.5 IIEZW27 17'-2 1/2' .059 8.5 ilEZW28 26'-5 1/2" .092 6.5 IIEZW29 18'-2 1/2' .059 6.5 IIHZW163 28'-11 1/2" 105 6.5 i1HZW164 17'-2 1/2" .059 6.5 E�D IIHZWi69 18'-2 1/2" .059 8.5 iZP125 30'-8 1 .082 8.5 - ISZP166 26'-11 1/2" 1/ .082 8.5 _ IIZP30 31'-7" .082 8.5 IIZP31 20'-5 1/2" .065 8.5 16'-7 .065 6.5 � IIZP47 11ZP47 1/2" 29'-8 1/2" .065 8.5 _ - IIZP49 16-11 15/16. .,059,. 8.5 _ 11ZP71 29'-8 1/2" .073 8.5 IIZP93 20'-1 1/8" .073 6.5 IIZP96 31'-8 112' .092 8.5 ZP108 23'-5 3/8" .073 - 8.5 - ZP32 29'-6 1/2" .059 8.5 m ZP33 21'-5 1/2" .059 6.5 ZP35 31'-1" .092 6.5 ((( 7W ZP36 20'-5 1/2" .082 8.5 riri ZP39 19'-3/8' . 8.5 co 32'-l" .105105 8.5 B ZP45 20'-5 1/2' .092 8.5 ZP52 32'-8 1/2" .059 8.5 ZP54 ZP66 15'-7 3/8" 32'-1" .059 .105 8-5 8.5 ZP66 29'-5 1/2" .SOS 8.5- ZP91 30'-8 1/2" .065 8.5 ZP98 23'-5 3/8" .082 8.5 13 2'-7 1 12 `2r-1 1 11 3'-1 1 16 1'-7 i Q GFA2204 ® GFA1508 4'-1 9/16" © 5'-0" 05 8'-2 3/16" 03 3'-0" 0 3'-10" ❑1 4'-11 1/4" Projky: 10697 Bldg: 1 Plane: 11 u ell �yy�yuunLJ Vi+uurrc a, P 11G4YYL / Q i Guncu P I 11ZP34 I ZP33 Cr. I ZP32 1ZP31 IIZP30 I ZP39 ZP33 ZP32 ZP36 ZP39 ZP33 ZP32 ZP36 11 5 I I I II m 1ZP49 I ZP33 11 11ZP47 46 11� ZP45 - I I II ZP54 ZP33 11' ZP52 46 11 ZP45 ZP54 ZP33 11 ZP52 46 11 ZP45 II I I. I ZP54 ZP33 ZP52 ZP46 11 ZP45 I I I I I ZP54 ZP33 11 11ZP71 46 11 66 0 ZP54 l ZP33 11 ZP52 46 11 ZP45 I I II ZP5 ZP33 11 ZP52 46 11 ZP45 ZP54 ZP33 ZP52 P46 11 ZP45o I = II 11ZP93 ZP33 13 ZP91 1Z 46 11 ZP45 II ' m ZP98 ZP33 11ZP96 46 11 ZP45 ZP98 ZP33 ZP91 P46 11 ZP45 'i (AI II � rn ZP108 ZP33 ZP91 46 11 ZP45 II � ZP108 ZP33 ZP91 P46 11 ZP45 I ' ZP108 I ZP33 ZP91 P46 11 ZP45 I I ZP108 ZP33 11ZP125 46 11 ZP66 SA4017 (TYP-)II Z2108 ZP33 ZP91 P46 11 ZP45 I ZP108 ZP33 ZP91 P46 11 ZP45 I - I ZP108 ZP33 ZP91 P46 11 ZP45 I I II n i ZP108 ZP33 ZP91 11' ZP45 NZP108 ZP33 c. ZP91 J46, 46 11 ZP45 c. ZP108 ZP33 ZP91 46ZP108 ZP33 ZP91ZP45 - - - - - - - - - - - - - - - - -- - - - - - - - 1-M1r r 701am 15'-0 3/8" 18'-3" 1 26'-6" 1 17'-3" I 0 28'-0" _ 4 a� �r r - TWTS nRAWTNG TS SFAI FO ONLY AS TO THE COMPONENTS FURNTSHFO RY VARr..O-Pg11nFN P pz'. I:* 1- UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO -ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. WHEN SAG ANGLE SLOTS IN ADJACENT PURLINS DO NOT ALIGN OR ARE OMITTED, FIELD -BEND A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -DRILLING STRUCTURAL FASTENER. 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE 16' OR LESS- i Denotes A325 Secondary to Frame Connection Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity) : 3.0 sf P Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph P Wind Exp. Cat.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf SROW E xp. Cat.: 1 Seismic Zone: 1 Buildlna Use Cat.: 1 Auxiliary Loads NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER ANO SHALL NOT BE MODIFIED. REPRODUCED PRIORCUSTOMER WRITTEN APPROVAL OFEVARCO-PRUOENTBUILDINGS. - THE GENERAL cpNTRACT?9 AND/ R P TOR s SO4ELY PESPONSIBL FOR A�cU�A GOOD UAL Y W RKMAN5 H[[ P IIIN R cT NG STHY5 �IILI�tNG N t NFORMANC W TH TH{S AW NG ETA4LS PEFER NC 0 N H DRAWING aLLL APPLj ae E 'ARCO-PduB N RECTflN RAWINTAIL S ANO ALL IN llLLS5TRY S5TANOAR P gTAIN NG 0 PROPER EFETI$N, [NCLUOIN THE CORRECT USE QF T MP RA Y RAC N Roof Secondary QUOTE 0 ED95013875-001 SOB EV DATE BY DESC. BUILDER �� �� c METAL BLDG MFG ASSN DATE 7/19/95 M.J. ANDERSON TIME 13:56 LOCATION PORT ST.LUCIE FL VARCO-PRUOEN BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE 'J Ln Projky: 10697 Bldg: i Plane: 2 (3)TA10 I � I M I � I � I M I � I I 1 I, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J — 49'-7 3116" WALL ELEVATION AT WEST PER -MIT D A W I M N G -S '2 , 147'1 u THTS nRAWTNr TC 5FALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUOFN 1. UNLESS NOTED, USE 1/21 DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. .. _ Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity)- P - 3.0 s£ Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph P P Wind Exp. Cat.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 1 Seismic Zone: 1 Building Use Cat.: 1 Auxiliary Loads NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PA VICED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GT�ENERALL cc NTRACgTOR AND/pR EPEc70R S SOI`ELYv-RES ONSppfRL CCEFOR ACC. ATE GDOO CRpNIN GW ETAALSOPPFEPENC OTINHLSMYSORAWING ALL APPLIi.`AeL VARECD-PgU N IERETTCTIp9N DETAILS AN ALLEE INCOcUSpRY 55[TCANOARS PERTA6NING TO OFOTEMPoRaRV BRACINCLUOING THE C R ECT USE Wall Secondary GUOTE + ED95013875-001 JOB 0 EV DATE BY ESC. BUILDER rVl fl/l ILl�t�l o IL1vLJl METAL BLDG MFG ASSN DATE 7�19/95 CUSTOMER M.J. ANDERSON TIME 13 :57 LOCATION PORT ST.LUCIE FL [ VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE' PAGE T� I TRIM MARK LENGTH COLOR (FINISH) RCFiOA 10'-3" Arctic White (KXL) (3)RCF10A r- - - - - - - - - - - - - I - I I - I I � I ,3 I I I � I L I � I L I I � I r-I I I I I ; I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 49'-7 3/16" WALL ELEVATION AT WEST Pr,nikv* 10F;Q7 Rlrin, 1 Planer P 1. Install Sheeting From High Point (s) to LOW Point (s) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE-ORILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT SS GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity) : 3.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph Wind EX p. Cat.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf $ROW Exp. Cat.: 1 Seismic Zone: 1 Building Use Cat.: 1 Auxiliary Loads NONE THIS ORAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS, A UNITED DOMINION COMPANY. IT IS PPOVIDEO FOR ERECTING THE BUILDING eescateR INTHE APPLICABLE PURCHASE OROER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GENERA cQ NTRACT R AND/OR R TOR [[S SOLLELY 4ESPONS L FOR ACCCU�A� GOOD IIUALjTY N RKMANS5H P N R c7ING S BUILYING N C NFO MANC MW TH THiS DRAW NG ETA R1 REEFEFREEEEEENC 0 IN TTHIS DRAWING ALLL APPL ABI VARCO-PRUO N ERFCYgN OETAILS ANO EEAhhLEE NCOCU� SaN Sg[[TTTTCCANOAPO PEERTA N NG O OFOTEMPORARY BRACING�UOIN THE C RRECT USE Wall Sheeting GUOTE 0 ED95013875-001 JOB / EV CA er DEsc. euILOER ��) INIJ M n L�vt� i—o 7 Ln u Lr u METAL SLOG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 13:57 LOCATION PORT ST.LUCIE, FL VARCO-PRUDEN- BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE { TA10 - � I- I I I I I I I I I - I I I I � I I I I I L 9'-7 15/16" • f WALL ELEVATION AT WALLl Pro jky: 10697 Bldg: 1 Plane: 3 THIS DRAWING IS SFALFO ONLY AS TO THE COMPONENTS FURNISHED BY VARCn-PRUOEN � � '� 1j, I "� V � ' � .., :� ; a i �l as 2 ij I-.y.:: � � . � � r FT 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. - Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity) : 3.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph P P Wind E Cat.: C Exp. Ground Snow: 0.0 psf Roof Snow: 0.0 psf $ROW Exp. Cat.: 1 Seismic Zone: 1 Building Use Cat.: 1 Auxiliary Loads NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCD-PRUOEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE EN BUTT PRIOR XRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GENERAL CL�NTRACTpR AND/a R ERFc TOR Ss sD��Lr RESPONSIBLE FOR ACCURATE G000 UAL W RKNA*g.4[P N ER Ci ING THYS g�7IL(pING N C NFORMANC H TH TH[S OpA',IING ETA4LS REEFEREENC 0 IIN TH((99 DRAWING AL` APPL pAS E vARCO-PPUO N ERECTION DETAILS ANO A LE NpccUU aaTRY g[TTTTCACN04FR00 PEERTTA N NET0 CF 7EMPOPA Y BRAC NGLUOIN THE C R EC USE T�7 yVall Secondary QUOTE / ED95013875-001 JOB 0 REV DATE!BY DESC. BUILDER IL1vLJ1 o ILM11 METAL SLOG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 13:57 LOCATION PORT ST.LUCIE, FL VARCO-PR BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE PAGE I% { 1 TRIM - -_ MARS LENGTH COLOR (FINISH) 1 RCF10A 10'-3" Arctic White (KXL) (6) RCF10A — — — — — — — — — — — I I 1 I I I I I - I N \ 1 � I o I o I �O Proikv: 10697 B10o: i Plane: 4 28'-1 3/8" WALL ELEVATION AT WEST2 TMTS nOAM — TC CFAIFn ONIV AS Tn THE COMPONFNTS FURNTSHFO RY VARrn-ORIInFN 1. Install Sheeting From High Point(s) to LOW Point (s) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE-ORILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, ANO/OR SECONDARY STRUCTURAL BEAMS .• Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity) : 3.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph P Wind EX Cat.: C P• Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 1 Seismic Zone: 1 Building Use Cat.: 1 Auxiliary Loads NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY.IT IS PROVIDEO FOR ERECTING THE BUILDING GESCRIBEO IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUDEN BUILDINGS. THE GENERAL cONTRACTOR AND/pR EREC TOR s sD``ELY-PESPONS LE FOR ACCURATE GOOD UAL TY W PKMANggH P IN EREEEECcTING T7HIS LL ING N C NFO NANC MTH TH S AN NG ETp4LS REFER NC D N H DRAWING ALL APPPLI AB� vASY.-P #8 N R�c�E N D(rpILS pN0 EA L INRRU aaTRY ISI CACNDA P R A N NG 0 OFOTFMPORRA Y BFACINGLUGING THE C R ECT USE Wall Sheeting GUOTE I ED9SO13875-001 JOB EV OAT By Desc. BUILDER c o o METAL SLOG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 13:58 LOCATION PORT ST.LUCIE FL VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE PAGE 1.0 5'-1 1/4" B. WALL ELEVATION AT WALL3 TA10 DeP"'- . it, 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. Wall Secondary 'OtlOT a .;.: •y" - �' o FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. psf A UNITED DOMINION COMPANY. ED95011K&--(i0 - EV OAT BY OESC. BUILDER a �� OASEo 7/19/95 SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld (gravity) : 3.0 psf Coll. Ld (uplift) : 0.0 psf IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIIN THE APPLICABLE PURCHASE ORDER SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Speed: 11C.0 mph Wind Exp. Cat.: C AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHDUT PRIOR I_ I a Q CUSTOMER TIME REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. M.J. ANDERSON LL..NMLJJ 14:01 LOCATION PORT ST.LUCIE FL _ . Ground Snow: 0.0 psf Roof Snow: 0.0 psf THE GENERALL ccOpNTRACCTQpR AND/ R P TOP IIIIS SOLELY RESPONS[BLE FOR MUD l�rE GDoo OUALTY W RKMANSM[P IN R C NGITHYS METAL SLOG MFG ASSN ORAH/CHECK ' Snow EX Cat.: 1 P Seismic Zone: 1 OBOBU�IAL ING N C 'Ll. MANc W TH THT55 F4W N RETA LS R FER U 0 N H DRAWING aL� aP��L jGA❑e vaR O-P7# N R cTRN OITAILS V A R C O -PRUDE N BUILDINGS PflOJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE PAGE (a Building Use Cat. 1 Auxiliary Loads NONE AN EaE LEEAN❑CCU opRY S$[j CACNOA P P A N NG O CF TEMPORAFY BRACtNG�UOING THE C R ECT USE A UNITED CON INION COMPANY TRIM - - MARK LENGTH COLOR (FINISH) BS1 0" Patrician Bronze (KXL) GGC1 0" Patrician Bronze (KXL) RCFiOA 10'-3" Arctic White (KXL) Projky: 10697 Bldg: i Plane: 7 5'-1 1/4" WALL ELEVATION AT WALL3 TMTC —A—Mr TC SFAI Fn nNl_V AS Tn TMF CDMPDNFNTS FUPNTSMFn RV VARf•fl-PRIIDFN (2)RCF10A a H pa — MIT �,� � 1. Install Sheeting From High Point (s) to LOW Point (s) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE DRILLING 1/B" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS. NESTED GIRTS. GIRT LAP LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS • Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): : 3.0 psf } P Coll. Ld (uplift) : 0.0 psf Wind S eed: 110.0 m h P P Wind Ex Cat.: C P• Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 1 Seismic Zone: 1 BuildingUse Cat.: 1 Auxiliary Loads NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PR VICE FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE OROER AN0 SHALL NOT BE MODIFIED. REPRODUCED OR TTEO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. HE GENERALL CCOoNTRACT R ANO/OR EREECcTOR 7IS S LELY RESPONSISLCE�FOR ACCUiIATE G000 DUAL❑[TY NORKMANGH[P IN R CT ING THYS BUIL41NG iN C NFORMANcC W TH TH[S AW NG OETA LS REAN NC 0 IN THI ORATING ALLL APPLIcaa` VARCO-P UUpp N EREA6N DETAILS ANp FALL INpUS RY SSTANDARD PERTAINING TO OFOTEMRPEiiR77ACYIII®RACINCLUDING THE CORRECT USE Wall Sheeting QUOTE / ED95013875-001 JOB 0 EV OAT Br OESC. BUILDER c C o D METAL SLOG MFG ASSN GATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 14:01 LOCATION PORT ST.LUCIE FL I VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMPANY GRAN/CHECK PROJECT STEIER CONSTRUCTION, INC. SCALE NTS BUILDING GOLF CART STORAGE PAGE ZZ TRIM _ MARK LENGTH COLOR (FINISH) RCFIOA 10'-3" Arctic White (KXL) RCF10A r— — — — — — — — — I I _ I • I I I I I I I I � I � I I 4'-11 1/4" WALL ELEVATION AT WEST3 Proikv: 10697 Bldo: i Plane: 6 1. Install Sheeting From High Point (s) t0 Low Point (s) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHI8ITE0. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE-ORILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, ANO/OR SECONDARY STRUCTURAL BEAMS - �. Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 3.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph Exp. Wind E Cat.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 1 Seismic Zone: 1 Building Use Cat.: 1 Auxiliary Loads NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY. IT IS PROV IOED FOR ERECTING THE BUILDING DescRlaeO IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GENERALL ccoNTRART R AND/aR ERFc TOR S SOLELY RESPONS BL FOR ACCUFaTE Goo. UALjTY X RKMANSHttP N ER CTING THIS LL ING N C NFDPNANcCg W TH TN S AX,Yy[,NG 4QAll LS R FE�7 NC 0 IN H15 ..-AXING AFL`` nP�PI.Cae vaRD-PS�gN ERFCLIYN O�TAILS ANO A L NOU RY 9 ANOA 9 PERTAON NG 0 PP.OP E T pN, $[NCLUOING THE C RRECT USE of rMP�Ra�Y BRACING. Wall Sheeting g GUOTE 0 ED95013875-001 JOB / REV OAT 8Y OESC. BUILDER �M� � LJ M L1vl� o LMJ LrIJ METAL BLDG NFG ASSN DATE 7 19 95 / / CUSTOMER M.J. ANDERSON TIME 14:00 LOCATION PORT ST.LUCIE, FL V VARCO-PRUDEN BUILDINGS A UNITED DOMINION ORAX/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE _ PAGE �f (�•r INION COMPANY Q Q Prn ikv- 4naC7 Glrin• 1 P1-- r TA10 I I I • 1 I • I I I I I I I i - '1 1 _ I I I i I I I I I i - ol - I I � I 1 I 1 I I I I I ; I I � i I I _ I I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ J 20WA 4'-2 15/1G" .I f� tt.1 ^8 Foll WALL 'ELEVATION < <AT �^ WALL2uFERN " 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. - Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity)- P g y) : 3 .0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph Wind E Cat.: C Exp. Ground Snow: 0.0 psf Roof Snow: 0.0 psf Show Exp. Cat.: 1 Seismic Zone: 1 BuildingUse Cat.: 1 Auxiliay Loads NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS, A UNITED DOMINION COMPANY. IT IS PROVIDEO FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER ANDUS NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GELNERA NTRACTpaR AN s SOzsP7LY kEOC.5 RLE FOR ACCUPATE G000 R EPEc TOR:j_ RayLj�NGGW4QETAA4LSDpEMFNIIIIIIc NCW OTTTHIINHTH(HISORAWING AL APPL CA,. vaa[DE-iP7 8 N ERECTI N oETAILS ApN EALRLE NCOU oTRY ggII ANOA PEMRTAdN NG O OR TEMPORARY BRACINGLUDIN THE L R ECT USE Wall Secondar y DUDTE 0 ED95013875-001 Jae REV OAT BY DESC. BUILDER o o METAL BLDG MFG ASSN DATE 7/ 19/ 95 CUSTOMER M.J. ANDERSON TIME 13:59 LOCATION PORT ST.LUCIE FL VARCD-PRUDEN DRAW/CHECK PROJECT STEIER CONSTRUCTION INC.BUILDINGS SCALE BUILDING PAGE �J C NTS GOLF CART STORAGE A UNITED DOMINION COMPANY C� J TRIM - MARK LENGTH COLOR (FINISH) a RCF1OA 10'-3" Arctic White (KXL) Projky: 10697 Bldg: i Plane: 5 RCF10A 4'-2 15/16" J WALL ELEVATION AT WALL2 THTS nRAWTNG TS SFAI Fn ON?Y AC TO THE COMPONENTS FDRNTSHFO RY VARf O-PROnFN 1. Install Sheeting From High Point (s) to Low Point (s) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE -DRILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, ANO/OR SECONDARY STRUCTURAL BEAMS •• _ ' Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 3.0 psf p Coll. Ld (uplift): 0.0 p psf Wind Speed: 110.0 mph XP• wind E Cat.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 1 Seismic Zone: 1 Building Use Cat.: 1 Auxiliary Loads NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING GESCR IBEO IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUDEN BUILDINGS. THE GENERA NTRAc TOR ANO/ P R TOR IS SOYELY 6 01 8L FOR AgC. A GDDo DUALIILY WpRKMANSH P EN ER CT ING THIS ®UIL41NG [N CaNFO MANCE- M TH TM{S OFFAW NG ETA LS REFERENc D IN H DRAMING ALb APPLICAe I VARCO-PPUO N RFrCNN O�TAIL5 AN ALLEINocU aTTTgY $jTCANDARRROOO PIR AIN NG 0 of TERMPORRR.EIRYBFACiNGLUOING THE CORRECT USE I Wall W aSheeting QUOTE ED95013875-001 JOB REV er Desc. BUILDER � �^ L u c LJ LJ METAL BLDG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON rrME 13:59 LOCATION PORT ST.LUCIE, FL VARCO-PRUDEN BUILDINGS DRAW/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE • PAGE Z / A UNITED DOMINION COMPANY (O SECONDARY ROD BRACING - - MARK LENGTH THK DEPTH MARK LENGTH DIA 86SW'1 27'-6 1/2" .059 8.5 BRO02 28'-2 9/16" 0 5/B" 8ZG3 26'-3 1/2" .092 8.5 BZG7 27'-9 1/2" .062 8.5 8ZG9 26'-3 1/2" .073 8.5 ZG2 17'-0 1/2" .059 8.5 ZG4 iB'-0 1/2" .059 8.5 5 \ �CV r C UD = I 0 (A I 0 [Tl GFA2 01 © GFA202 Q GFA100 ® JCP052102 Q JCP052086 Q 3'-5 1/4" 0 1-0" Projky: 10697 Bldq: 1 Plane: 8 4 II BZG7 ZG2 8ZG9 ZG4 I - I I II 8BBW1 ZG2 SZG ZG4 7 \ I i I aRpp2 e I I L_ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ — _ _ _ _ _ _ _ — — — — — _ — — — — _ _ I _ — _ _ — — — _ — — — — _ _ — � I I L __ __ _ _ _ _ I J to \ 1 14'-0 3/8" �1 28'-0" aTle 17'-3" E'T 16 T 26'-6" 019 18'-3" e� ' 'i 106'-0 3/8" M 4 WALL ELEVATION AT NORTH THIS nRAWTMA TS SPAI Fn nNiV AS TO THE COMPONFNTS FURNTSHFn BY VARrn-PA I(1FN UVIRA wl� N, 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, IAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. ,. .- Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 3.0 Sf g Y) P Coll. Ld (uplift) : 0.0 psf Wind Speed: P d: 110.0 mph Wind Exp. Cat.: C Ground Snow: 0.0 pSf Roof Snow: 0.0 pSf Snow Exp. Cat.: 1 Seismic Zone: 1 Building Use Cat.: 1 . Auxiliary Loads NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. A UNITED OOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUDEN BUILDINGS. THE GENERALL CcONTRA OR ANO/CR EEREECCTOR pIS S ELY FESPON5S[j LEE[[ FOREEACcCCUFA7TE G000 BU1� INGW NKCANFORNANH EM THITM THY9 0 AW NG ETA LS R FE NC 0 N MS ORATING A�Lb aPPI AB vARO &i NRFCT�N DF1rAIL5 AN A L N U RY ANOA P R AIN NG 0 PROPEE EE'' E T aaN, NCCLOADING THE COR ECT USE OPT Y 9RAC NG. Wall Secondary QUOTE 0 ED95013875-001 JOB v oat BY OESC. BUILDER c o D METAL SLOG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 14:02 LOCATION PORT ST.LUCIE, FL VP VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMPANY DRAX/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUjLOING GOLF CART STORAGE PAGE SHEETING TRIM - - MARK LENGTH THK COLOR (FINISH) MARK LENGTH COLOR (FINISH) VR33 9'-5 7/8" 26 Egyptian White (KXL) BS1 0' Patrician Bronze (KXU OEI 0" Egyptian White (SP) OF10 10'-3' Egyptian White (SP) - ON1 0. OS10 10'-0" Egyptian White (SP) DSTi 0' Egyptian White (SP) EG121 12'-3' Patrician Bronze (KXL) EG201 20'-3' Patrician Bronze (KXL) GGCS 0" Patrician Bronze (KXL) JT10 10'-3' Egyptian White (SP) PCAIOA 10'-3' Patrician Bronze (KXL) I EG121, (S)EG201, (11)91CftX280.'1 r m 0 0 Start Panel Dim. 4" Projky: 10697 Bldg: 1 Plane: 8 I I I DNI,DST1 DNI,DST1 DNI,DST1 I I I o 0 0 133 REQ (30) I I I D 1, Ds 1 El,DS 1 E1,D 1 DE1,DjT1 106'-0 3/8" • WALL ELEVATION AT NORTH THTC nPAW—r TC c— Fn — V AC Tn THE rnMPnNFNTS F—NTCHPn RV VAPrn-PRIInFN I (2)BS1,(2)Mr;DSTl I o I F I kD I A I r i i m DEI, DST1 1. Install Sheeting From Left to Right 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3, SEE JOB ❑ETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE DRILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY TI REQUIRED AT C GAGE GISTS, NESTED GISTS, GIRT LAP LOCATIONS, ANO/OR SECONDARY STRUCTURAL BEAMS -- + Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity) : 3.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph Wind Exp. Cat.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf $ROW Exp. Cat.: 1 Seismic Zone: 1 Building Use Cat.: 1 Auxiliary Loads NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRISEO IN THE APPLICABLE PURCHASE ORDER ANO SHALL NOT BE MODIFIED• REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GENERALL CCppNTRACT R AND/ppR FFRFFCCTOR IS SO``ELY �ESPONS I$L FOR ACCUFATE G000 OUAL�IY WORKMANSHI N ER CTING 7HY5 ggII��ILI�ING IN C NFORMANcc M.TH TH{S OI7AW NG ETA LS REFE�7N O N H DRAWING AL� APPL cne vaar�o-PRu N RFicr� N DEfTAILS AN A L NOU RY cANOAR P R A[N NG 0 of i HP�aa�v �a"Ac NCLuoiN THE COR ECT USE Wall Sheeting GUOTE I ED95013875-001 JOB EV OAT BY DESC. BUILDER LNA� o Lr'LJ C2 METAL BLDG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 14:02 LOCATION PORT ST.LUCIE FL VARCO-PRUOEN BUILDINGS DRAW/CHECK PROJECT STEIER CONSTRUCTION INC SCALE NTS BUILOLNG GOLF CART STORAGEH1 PAGE A UNITED DOMINION COMPANY ROD BRACING MARK LENGTH CIA IORODI 29'-7" 0 5/8" v -3 m LO c I I I 0h'0DZ I I I v I l I � I I m U3 I I I I I I yogp9 1 I � I'll, 112'-10 3/6" 26'-6" 17'-3" 28'-0" .112'-10 3/8" WALL ELEVATION AT SOUTH 0 o - Projky: 10697 Bldg' 1 Plane: 10 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUDEN 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP. GIRT TO FRAME. Building Code: 91SBC-r93 THIS ORAWING, INCLUDING THE INFORMATION HEREON, Wall Secondary QUOTE Jae FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Ld(W/Trib Red) 20.0 psf REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS. ED9SO1387S-OO1 A UNITED DOMINION COMPANY. SEE JOB DETAILS FOR BOLT LENGTHS. Coll. Ld (gravity) 3.0 psf IT IS PROVIDED FOR ERECTING THE BUILDING BUILDER DATE 2. WINO AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld (uplift) : 0.0 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER Ev oar BY DEsc. 7/19/9S Wind Speed: 110 , 0 mph ANO SHALL NOT BE MODIFIED, REPRODUCED CUSTOMER LlvU Q SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. p p OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR LMl lMJ L�LJ TIME REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Exp. Cat.: C WRITTEN APPROVAL OF VARCO-PRUDEN BUILDINGS. M.aT. ANDERSON METAL BLDG MFG ASSN 14:03 Ground Snow: 0.0 psf THE GENERALL CCaaN'PACTOR ANO/OR EPEECCTOR LOCATION Roof Snow: 0.0 psf S SOLLELY PESPON5 BL FOR ACCUPATE GOOD PORT ST.LUCIE FL VARCO—PRUDEN DRAW/CHECK UAL7tY W RKMANSH IIP E[N ER CTING 7HYS Snow Exp. Cat.: 1 gIJIlM4LNG 4N C NfOPMAN C N TH THIS PROJECT - Seismic Zone: 1 ORA LGOET LS aFE�7NU�O jNFTb� oRWING STEIER CONSTRUCTION INC. BUILDINGS AL APPL CA❑B VAR R N €PTCT N 0 TAILS -- Building Use Cdt.: 1 AN EAE LEE N❑CCU aaRY 99[[ CCANOA P R A N NG O BUILDING Auxiliary Loads NONE OF fENPORARY BFAC iNGLUOING THE C R ECT USE SCALE GOLF GOLF CART STORAGE A UNITED OOMINION COMPANY SECONDARY - MARK LENGTH THK DEPTH " s98BW18 29'-6 7/B' .092 8.5 9BBW21 26'-11 1/2" .059 B.5 9ZG12 1'-6 7/8" .059 8.5 9ZG13 3'-2 1/2" .059 6.5 9ZG16 6'-5 1/2" .059 8.5 9ZG17 5--8 1/2" .059 8.5 9ZG22 31'-2 3/6" .073 8.5 9ZG23 23'-2 1/2' .059 8.5 9ZG24 21'-7" .059 8.5 9ZG25 5'-4 1/2" .059 8.5 BBW19 19'-11 1/2" .059 8.5 ZG14 3'-5 1/2" .059 8.5 19CW174 6'-0" .059 CW170 7'-1 3/4" .059 CW179 16'-0"..059 ...6.5 -_ 0 0 �3 3'-5 1/4" ❑2 2' -011 ❑1 1'-10 3/8" ProikY: 10697 Blda: i Plane: 9 Q 1 6'-0" 3'-9" 16'-0" 2 2 16'-01, 2 2 16'-01. 2 5'-0" 16'-0" 6'-0" 29'-7 3/8" 20'-0" 1.3 20'-0" 27'-0" 96'-7 3/8" WALL ELEVATION AT EAST TM- nGAYTNR TC SFAI FD ONLY AS TN THE rnMPnNFNTR FIIRNTSHFn RY VARrn-PRIIDFN E R At DRAWD, !J Fnl5 I T 1. UNLESS NOTED, USE 1/211 DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. -• _ — Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld ( gravity): S 9 Y) 3.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 110.0 mph Wind E Cat.: C Exp. Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 1 P Seismic Zone: i Building Use Cat.: 1 Auxiliary Loads NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY.IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE EN BUTT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE ENERA NTRACT R AND/OR R TOR J,s s LELY E�S�aNSI(elaPj FOREECAcc'AAT GooO ALZTY MQPKMAN.OFMANN EM TMITMISITYS ILYING N C N c T AN NG ETA LS R FEREENC D 7N NI ORAHING ALL APPL CpaB VAREEC[O-Ppt�fJ❑ ry "' TJ N DEETAILS ANO EAELPI LFNoCC aaRY ggIITAcNDAfp PERTAINING i0 ORR TEMPaRAPY BRACINGLUOING THE L R ECT USE Wall Secondary QUOTE + ED95013875-001 JOB REV DATEBY OESC. BUILDER �� c o I p METAL SLOG HFG ASSN DATE 7/19/9S CUSTOMER M.J. ANDERSON TIME 14:01 LOCATION PORT ST.LUCIE, FL VARCO-PRUDEN BUILDINGS A UNITED OOM INION COMPANY DRAM/CHECK PROJECT STEIER CONSTRUCTION INC. SCALE NTS BUILDING GOLF CART STORAGE PAGE SHEETING - MARK LENGTH THK COLOR (FINISH) 13'-3 9/16" 26 Egyptian White (KXL) 10'-5 1/16" 26 Egyptian White (KXL) (KXL) .'VP.. 11 10'-3 9/16" 26 Egyptian White VR12 9'-6 9/16" 26 Egyptian White (KXL) VR13 9'-5 1/16" 26 Egyptian White (KXL) VR14 6'-2 1/16" 26 Egyptian White (KXL) VR15 5'-9 9/16" 26 Egyptian White (KXL) VR16 5'-8 1/16 26 Egyptian White (KXL) _ VR17 5'-6 9/16" 25 Egyptian White (KXL) VR18 5'-5 1/16" 26 Egyptian White (KXL) VR19 5'-3 9/16" 26 Egyptian White (KXL) VR2 13'-0 9/15" 26 Egyptian White (KXL) VR20 4'-11 1/16" 26 Egyptian White (KXL) VR21 4'-9 9/16" 26 Egyptian White (KXL) VR22 4'-8 1/16" 26 Egyptian White -(KXL) VR23 4'-6 9/16" 26 Egyptian White-(KXL) SHEETING MARK LENGTH THK COLOR (FINISH) VR24 4'-0 9/16" 26 Egyptian White (KXL) VR25 3'-11 1/16" 26 Egyptian White (KXL) VR26 3'-9 9/16" 26 Egyptian White (KXL) VR27 3'-B 1/16" 26 Egyptian White (KXL) VR28 3'-2 1/16" 26 Egyptian White ,(KXL) VR29 3'-0 9/16" 26 Egyptian White (KXL) VR3 12'-11 1/16" 26 Egyptian White (KXL) VR30 2'-11 1/16" 26 Egyptian White (KXL) VR31 2'-9 9/16" 26 Egyptian White-(KXL) VR32 2'-8 1/16" 26 Egyptian White-(KXL) VR4 12'-2 1/16" 26 Egyptian White (KXL) VR5 12'-0 9/16" 26 Egyptian White (KXL) VR6 11'-5 1/16" 26 Egyptian White (KXL) VR7 11'-3 9/16" 26 Egyptian White (KXL) VR8 11'-2 1/16" 26 Egyptian White (KXL) VR9 10'-6 9/16" 26 Egyptian White (KXL) TRIM MARK LENGTH COLOR (FINISH) AFT10 10'-3" Egyptian White (KXL) AFT16 16'-3" Egyptian White (KXL) BS1 0" Patrician Bronze (KXL) CLA107 1'-7 114" Egyptian White (KXL) CLA108 1'-8 1/2" Egyptian White (KXL) CLA210 2'-10 114" Egyptian White (KXL) CTEIO 10'-3" Egyptian White (KXL) CTE16 16'-3" Egyptian White (KXL) OF10 10'-3" Egyptian White (SP) GGCI 0" Patrician Bronze (KXL) HTS10 10'-6" Patrician Bronze (SP) �. JT07 7'-4 3/4" Egyptian White (SP) RCFIOA 10'-3" Arctic White (KXL) RCF10A I-------- > > yU N C4 aa 8 0,2 r_ NN -Na> -- -- - - Nwl BS4GGC1 1I > aa a > m m D^1ATS1 2)DFl 2) 2)DFl (2)H 0 rp• (2)Dr1l 1 >S1 H!S1wI 9m o "rh j IIlI - >E. > II1f I N EHh E 1lI I ifI ]I EE 13 P4o w q w o7 w (2 m C. Who w k l,II C1 l I I I I q l I I I q I I I I q I I I I q l I I I I I I Prnikv• InRO7 Pirim• 1 Plan P' Q 96'-7 3/8" WALL ELEVATION AT EAST THTC nPAW-r — — n nNI v AC Tn THE rnMPnNFNTS FHANT-9n Rv v60!`!1-GGIIM1FN MIAMI` h• �,� � ter.. ti � � I. Install Sheeting From High Point (s) t0 LOW Point(s) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE -GRILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS. NESTED GIRTS, GIRT LAP LOCATIONS, ANO/OR SECONDARY STRUCTURAL BEAMS _. Building Code: 91SBC-r93 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity) : 3.0 psf Coll. Ld (uplift)- 0.0 psf Wind Speed: 110.0 m Ph P Wind Exp. Cat.: C Ground Snow: 0.0 psf ROOF Snow: 0.0 OS£ Snow Exp. Cat.: 1 Seismic Zone: i Building Use Cat.: 1 Auxilia Loads NONE Auxiliary THIS DRAWING, INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUOEN BUILDINGS. A UNITED OOMINION COMPANY. IT IS PROVICED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE OROER AND SHALL NOT BE MOOIFIREPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUOEN BUILDINGS. THE GENERALL ccaaNTRACTpp. ANO/OR ERECTOR LS SOLELY FESPONS BLE FOR ACCUG7A TE G000 OVALIITY NORKMANSSH P N ER CTING ;HIS BUILDING IN C NFO MANCE N TH TM{5 ODFRAMING ETA LS REFEF7ENc ° IN HIj DRAWING ALLL APR j.Ae E vdaCO-PRUS N EPECTIYN DY TAILS ANa A L NDu TRY TT dNDa PERTAIN NG 0 of°iEMPIJRACCV CCRAG NCCLUOING THE CORRECT USE E R B G. Wall Sheeting GUOTE / ED9SO13875-001 JOB / REV DATE BY CESC. BUILDER �� ,-�^ c ILlv'LJI o ILMJI Lf�IJ METAL BLDG MFG ASSN DATE 7/19/95 CUSTOMER M.J. ANDERSON TIME 14:01 LOCATION PORT ST.LUCIE, FL VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMP NY CRAW/CHECK PROJECT STEIER CONSTRUCTION INC. scALE NTS BUILDING GOLF CART STORAGE "5-Z