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Home My WebLink AboutConstruction PlansFBC APPROVED PRODUCTS L'�.� ` PRODUCT CATEGORY I SUBCATEGORY I MANUFACTURER STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 26 Gauge AG Panel STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC , SA6 Flood Flap EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 402-14 EXTERIOR DOORS SWINGING ELDOR DOOR AND METAL COMPANY Series 407 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -V Wide EXTERIOR DOORS ROLL -UP CAROLNA CARPORTS, INC. Steel Roll -Up Sheet Door- IO' Wide EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -17 Wde EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door- IV Wide EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES, INC. Model 203-Max. IT Wide WINDOWS SINGLE HUNG MI WINDOWS AND DOORS Model 185 SH Q4 " APPROVAL EXPIRATION No. & D/#TE DATE FL6596.1-R5 0410=7 10/10/17 FL6702.IaR5 ON14/27 10/10/17 FL17381.14T2 09/27/19 10/IXV17 F1.17996.3-R1 09/14/20 01/29118 FL17996.5-R1 09/14/20 01MAS FL168062-R4 11/11/20 06/18119 FL16806.4-R4 11/11/20 06/18/19 FL16806.1-R4 11/11/20 06/18119 FL16806.3-R4 11/11120 DO/la(19 FL8888.01-R5 12/31/19 10/06/17 FL17499.1-R5 10/17/23 03127/19 TABLE MAXIMUM ALLOWABLE RAFTER FAA AM END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIRCAflONS WIND SPEED AVERAGE FASTENER SPACING MAXIMUM ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR GIRTS PARTIALLY OPEN ENCLOSED ENCLOSED RISK WIND EXPOSURE ULTIMATE WIND SPEED NOMINAL WIND SPEED POST IRAFTER SPACING (INCHES) INTERIOR END 180 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERS ISO ISO 1S0 110TOISO 89TO116 5.0 6 6 I C 151 TO 180 1 117 TO 139 4.0 6 6 WA WA WA NOTES: 1. Specifications applicable to 26 gauge metal roof and Wall panels fastened directly to 12 or 14 gauge steel hem frandrg, or 18 gauge hat channel roof purfna. N/A 156 138 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7' to 27" (1.5:12 to 6:12 pitch). Spacing requirements for other roof heights andlor slopes may vary. WA 165 147 ULTIMATE WIND SPEED (mph) 110 120 130 140 150 160 170 180 WA ISO ISO 12 WA ISO 172 14 d 16 30'Anchor Detail lD WA WA 179 155 154 133 18 20 (7 22 48' Anchor Detail lC 180 174 H 24 IiLWA WA 775 157 Delail lC DETAILS 1C AND 1D SHOWN ON SHEET 4 OF 6 1 DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANMOR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL. B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQUIREMENTS 2 FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE SUBSTITUTED PRODUCT. GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAILANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2, THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UT ILITYISTORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING,'NC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. 5, ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314• SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BEWELDED. 6. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 61 AXW1 A WELDED WIRE FABRIC COMPLYING WITH ASTM A 185. OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT lir x 5' OR EQUIVALENT OR WEJ-IT ANKR-TTTE MODEL AT7252, OR SLEEVE ANCHOR MODEL 14SA 1260. OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017)-RESIDENTIAL. AND SECTION 1816.10E THE FBC SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF$OOO PSF IS ASSUMED. 11. 14 GA FRAMING: 2-IW x 2-1/r TUBE STEEL (TS) WITH 2-IW x 2-1W TS NIPPLES. 12 GA FRAMING: 2-1Wx 2-i/4' TS WITH 2 x 2' TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5OF 6. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY'' BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEWYORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 2c-x-;)u-o(-Iv REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC THIS IS TO CERTIFY THATTHE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 16090E THE FLORIDA BUILDING CODE, WITH EDITON R017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OFTHE FLORIDA BUILDING CODE INC. Ci4RQg`CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA M'3BE LWMEERWO � RR NTS- ® RR " 619001 Er I Of BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NDTTOSCAIE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOTTO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF RDWVBir(M )-ROUAWDOOR SWINOM M TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NWTOSCALE NDrTOSCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF FWWVBfr(MApk")1 ROLLUP DOOR SWNGNGDOOR (As wocabls) " (As )n TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOrTOSCALE NOTTOSCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTO SCALE NOTTO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOTTOSCALE BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL-WDOOR SYYNONODOOR Ns+FPo�) W e00o� mpw FRO v A TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NDTTOSCNE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLLAWDOOR SW04MGDOOR TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCLLE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROUAWDOOR SWINGNGDOCR TYPICAL SIDE ELEVATION NOTTOSCALE CODE CCMPL T. LUCIE CC CC TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION N\�' 11jl!/ c R 14 „- /i, ., N CAROLRPA%iftsfirs, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 7fLSH9 BECMM ENBfR6E WW -� pR ->t Nrs m.am®.c�so��vom�m®e ®RR ""`— G190D1 0 28 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION ?75IWI rum 12 (2)AI2-14xSWSDFIAT EACH END (4 PER BRACE) -2v TO W l TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NarTOSCALE (LTPLCAL) :I BEE TABLE ///OPBNNG FOR SWNGWO SHEET _ / DDORVAIHNONSTRUCT 1 OFB / HEADER PLAN OPTIONAL 24'48 TO 30' TRUSSED RAFTER - BOW NOT TO SCALE 3 / FASiB✓®TORAFfERWRH (2)#IbUx3W'SDRAT EACHFND (4 PER BRACE) 24'M IMUMPAFTERSVANONSWGERARER .14'TOSIPAFlERSPANREWATTMSEDR TYPICAL INTERIOR RAFIERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOTTOSCALE SEE TABLE I SHEET SEE TABLE 1 SHEET (2)112.14x3W'SDFlAT EACH am (4 PERBRACE) 2CM MUM RAFTER SVAN ON SINGLE RAFTER +24' TO W RAFTER SVAN REOURES A TRUSSED RAFTER TYPICAL INTERIOR RAFTER/POST FRAME SECTION- VERTICAL ROOF NOrTOSCAE I-Irt 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER VffH(2)s12-Ux3WSEIFDRt1WG FASTENER SPACED NOT MORE THAN WO.C. E E '1 _ I I.\ � I TYPICAL_— POSTAiAFTER FRAMING PLAN -VERTICAL ROOF NOTTOSCALE TYPICAL END WALL OPENINGS POSTIRAFTER FRAMING PLAN NOT TO SCALE OPTIONAL 24'-I R TO 30' TRUSSED NOT TO SCALE - BOX EAVE 2a' Aa B D LEAN-TO FRAMING PLAN NOTTOSCALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOTTOSCALE REVIEWED FOR CODE COMPLIANC ST. LUCIE COUNT BOCC 2A' 1G GALLCHANNEL BRACE FASTENEDTORAFTRMt R) 012.14 x 3W SELF-DRILUNG SCREWSATFACHEND (4 PER BRACE) MAN STRUCTURE BECU GINEFRTTG ANDI ` IN'- G, INC. 'M1 �yy • r CAROLIIQA44Ri{ORTSI INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA p0f WWII BECHTOL ENGINEEMG TUTS AA9 Tl4iNG4 k eem.m� ao.o.m..wermw.moem® ®c La 'm'c GI9D07 •"""�'�e� TB SLffT30F6 3 THROUGHBASE RAIL WITHIN G•OFEACH ALONG ENDWALLSECTIONS 2115% 000NCRETE BASE RAIL ANCHORAGE Nd To SOeh DRILL SW HOLE THROUGHTHE BASERAILANDSECURETO ANCHOR EYEVffH WDIAKMER I`v.. -t• . BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET I OF 6, FOR REQUIRED ANCHOR) CONTINUOUS{ - CONCRETE PAV9.E4T EYE ANCHOR---__�* CONCRETE BASE RAIL ANCHORAGE I� NMTo SOdr (OPENTNSORTS WHERE SLAB EDGE DISTANCE DOES NOT NESTNX=M EDGE DISTANCE BMW I4 DETAIL III) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TSENDPOSTORDOOW / WIDON FRAME POST C I cl--i uI,'15 i57 TiMM.1 POST TO 4 2%0.2' 16 GAANGLECLP SECUREM POSr(FACH SIDE) AND RAFTER CHORDRW L WI TH (4) 612.14 x 3W SDFb. (2) ON TOP OR BOTTOM, (21 ON SIDE NOTE: ATRIXL-UPDOOR OPENINGS,POSTSH000I BE FLUSH WfTH RAIL END. CLIP POSTTO RAIL ONLYON SIDE OPPOSITE THEOFFN04G. TRUSS CHORD, OR ZAL HEADER CONN. 46' I CONCRETE BASE RAIL ANCHORAGE � No1To6o4 (OPTIOWLL-OPEN11WORMOLY) GA TO TS RAFTER SECURE POST TO NIPPLE WTTH (4)612-04x34-SDPs �\ BOX EAVE RAFTER/POST DETAIL 4lT NMTOSm TS RAFTER POST - vim (2) ON SIDE END POSTBASE RAIL CONN. NotTa Smk TOP OF ASPHALT PAVELENT EYEANCHM u Niwim46'LDNG Wr17H6•HELIX OR 5N8'ROD 6PLOOR (SEE GROUND ANCHOR EYEANC110R (SEE GROUND ANCHOR WITH T HELX SCHEDULE, SHEET I OF 6, firROD3(r LONG SCHEDULE, SHEET I OF 9, AS APPLICABLE FOR APPLICABRTTY) WITH DBL4-HELIXFORAPPOCABILITY) BASE RAIL DEEP ANCHORAGE NMTobde J 3• _; L:n571 24'16 GAU4 HANNELBRACE(@ TO T POST) 4P 16 GA 1.14 HANNfi BRACE(STO W'POST) BRACEANGLESW LLBENN.4V TOMAXWFROLLHOROONTAL NIPPLE TO BASE RAIL NIPPLE WRH (4) C12.14 x 3R' SELF4)RLL640 FASTENERS �e1 BOW RAFfER/POST DETAIL NMT.Sm TS POST 7x7x716GAANGLECUP SECURETOPOSTANDTOPOF HEADEFLORBOTTOMOFY INDOW RAIL/GIRT WITH (4)612.14 x3 W SDF% (2) ON TOP OR BOROM, (2) ON SIDE NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL NATO Smb BASE RAIL ANCHORAGE Nd7USo44 SECUREPOSTTONLPPLE WRH (4)i12-14x3WSDF'4 i1 POSTBASE RAIL CONN. DETAIL NMTo Sox{ REVIEWED FOR CODE COMPLIANCE ST'.4.T9i COUNTY CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA minx BECHML E lIMMISMG +.t NTS AD TESIMI RR c Gigool —TB I _ R An y 'a1F"r13: R' TS END POST ppTH (4)81� ,WSDpON s. WRH (4)st&ux3R'SDFf, (2) ON POST, (2)0H RAFTER END POST/RAFTER CONN. DETAIL ' W-rosmb 14Q'x l-1rrx2.16 GA CLIPANG ESECURETO RAFTERPOSTANDOABLE RAL WRN (QY12-u x14• SDPS (2) ON TOP. (2) ON SIDE 1-Vrx 14Wxr 16 GACUP ANGLESECURETORAFTER ANDGABLERAILWMI(4) ( 2)ONx� (2)ON TOP, GABLE RAIL TO RAFTER POST CONNECTION DETAIL ' 1A 2TO 2.1N'FOR 12 GAFRAMMG 2-I!r FOR 18 GAUGE uCH NNELBRACE FASTETEDTOTHEPOSTNID RAFTER WITH (2)912.14x 34'SDFS AT EACH END 14 PER BRACE) BRACE SECTION Nd Ta S®b SECURE EACH WIN (QH2.14x34- SEIF•DRILINO FASTENERS P (—,1 RAFTER POST/DBL. HEADER DETAIL %1 RAFTER POST/HEADER DETAIL NM To smN Nal To Seat 1-l/rx 14WX r 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12.14 x314•SDFq (2)ON TOP. (2) ON BOTTOM TO NIPPLE WITH (4)#12-14 x 314' SELF-DRDLNG FASTENERS GABLE RAIL TO RAFTER POST CONNECTION DETAIL NolToSUY 14W 18 GAUGE FURRNG CHANNEL FASTENED TO EACH RAFTER WITH (2) M2.14 x314• SDF SPACED NOT MORE THAN 43.O.C. 26 GA- METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) NMTo Scats RAFTER Ir LONGTSN&PLE. SECURE POST TONIPPLE WITH (4)912.14 xSW SOPt, 24. 18 GA uLY A N?H. BRACE (sTo rPOST) 48• 16 GA LLCHAKNEL BRACE IS TO IC POST) BRACE ANGLE SHALL BE MPL 45• TO MAX SW FROM NORMONTAL TS LEG 6'LONGTSNIPPLE SECURE WITH (4)M2-14xSIC SDFx SIDE EXTENSION RAFTER/POST DETAIL NolTo3m4 --I TYPICAL ROOD VENT FRAMING RAN NDTTOSCALE SECURE EACH WITH (4)#MM x3W SBF4XUUNG FASTENERS BASE RAIL RAFTER POST/BASE -BASE RAIL CONNECTION DETAIL NMTosRa1A POST / LEAN-TO RAFTER CONN. DETAIL NctTo Sralo REVIEWED FOR BODE COMPLIANT ST. LUCIE COUNT EOCC J SEE GENERAL NOTE No. 12, SHEET 1 OF 6. .nPS.R H_eC STR6. INC. �V CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BEMOMING►IYEERNVG Tnsna ANAlID TEfiT/R4lue NB mnnwm,�a.o�,sm.�mmxme .� RR ""v mm d....,.....�m. ems— -- 5 e VERTICAL SIDE OPTION Gm (TYPO SEE TABLE I SNZ�F W 7)1 NONSFRUCTURAL READER TYPICAL END WALL OPENINGS POSTA7AFIERlGIRT FRAMING PLAN NOTTOSCAIE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES RM-UPDOOR SWNGWGDOOR TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOFTOSC V.E GIGS (F,AkAI) 1-V! 18 GAUGE FURRING C WI8FASTE ED TO EACH RAFTER W TH (2) fN2-14:3WSEUF4)WNG FASTENER SPACED NOT MORE 7HAN 48. O.C. OPENING FOR SWNNGNG DOOR YB 1H NONSTRUCTURAL HENDE - LBJrTHWSPACNOOFRAFIERS 91 A)DWI90YRA6� AID SPACNGOFRAFlERS (Nc�bOtlW�b) TYPICAL POSTfiWT WGIRi FRAMING PLAN NOTTOSCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOTTOSCALE DOOR SWINGING DOOR kaNe), (Al eryiatle) WI TYPICAL END ELEVATION f NOTTOSCALE REVIEWED FOR 'CC ,�E= COMPLIANCE :4T, LUCIE COUNTY ®OCC RIHU)�N��i 11)111111LL CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AV BECHTOL FMGWEEROYG ;- RR o. NB T)NYIY wND N-snYq.z � Lm ..'a c1BmL .78 SHEETSOFB