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Home My WebLink AboutCARPORT PAPERWORKFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED QA APPROVAL EXPIRATION PARTIALLY PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE DATE OPEN ENCLOSED ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROU.NA CARPORTS; INC. FL6596.1-R5 04/05/27 180 180 180 - 26 Gauge AG Panel 10/10117 - - -- STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 180 180 ISO 26 Gauge AG Panel 10/16117 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL1738L1-R2 09127119 WA WA N/A 8x16 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY F67996.3-R1 09_/14120 N/A 156 138 Series 402-14 011/2VIB EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.SA1 09/14120. WA 165 147 Sedes 407 01/29/18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31/19 WA ISO 174 Model 263 (12' Max Width) 10/013117 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R2 11/11/20 N/A 158 138 SteelRoll Up Sheet Door (12' Max. Width) 01/io/18 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R4 10/17/23 WA 175 157 Model 185 SH U/29/17 NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A.; PRODUCT SHALL HAVE A VALID.FBC PRODUCT APPROVAL E COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REOURIEMENTS: 2.FRAMINGFONNECTIONS FOR DOOR AND WINDOW FRAM ES 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 RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS,'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 1.911- Y/STORAGE 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 BYCAROLINA CARPORTS, INC.; WHICH EXERTADDITIONAL LOADS ON-THESTRUCTURE SHALL BE AT THE -OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., 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.z 314' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADEAO. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 .4XW1 .4 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 12"x 5' OR EQUIVALENT OR WEJ4T ANKR-TITS MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST(RAFTER 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 1816.1 OF THE FBC SIXTH EDITION (2617)- BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2.060 PSF IS ASSUMED. -It. 14 GA FRAMING: _21/Y x 2_112'_TUBE.STEEL (TS) WITH 2-1/4' x 2-1/4' TS NIPPLES, - 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH Tic YTS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2)OPENINGSON 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 5 OF 6. TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR GIRTS MAXIMUM WIND ULTIMATE NOMINAL POST/RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) I IC 14. 3D' Anchor m i6� �Defail lD� = 16 mm. DETAILS 1C AND 1D �JJOIT07150' '-89 TO 1,16 1 5.0 6 6 151 TO 180 I117 TO 139 4.0 6 6 le to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 purlins:: le 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 ,of lieights and/or slopes may vary. 'EED (inph) METAL CARPORT INSTALLATION PLANS 1 160 170 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: CAROLINA CARPORTS, INC. U1or " P.O. BOX 1263 1C DOBSON, NORTH CAROLINA 27017 PREPARED BY.• BECHTOL-ENGINEERING AND TESTING,_ INC. 60'Andlor 605 WEST NEWYORK AVENUE Detail lC DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 SHEET 4OF6 /tZ 6CMC.( ST. LUCIE COUNTY B IN DIVISION REVIEWED FOR COMP I N REVIEWED BY 1010 DATE I PLANS AND PERMIT ST BE KEPT N JC SITE OR NO INSPECTIONS) WILL BE MADE THESE PLANS AND ALL PROPOSED WOR, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BL NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. I FEB 2 5 2M 5T. Lucie Coun PefTT lUx" SCANNED BY St Lucie County THIS IS TO CERTIFY THAT THE CALCULATIONSAND_ SPECIFICATIONS HEREIN HAVE BEEN PREPARED BYTHE UNDERSIGNED PROFESSIONAL ENGINEER AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OFSECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017)..THE PLANS ARE VALID UNTIL THE NEXT REVISION OF TIE FLORIDA BUILDING CODE YPlll fl 111j/// SR14 BECHTOL ENGNEERING AI TESTING, IN' ' 605WESTNEWYOB841f Oq 0.38536 DELAND. FLOFUDA92725 ; CeNficataorAUI r -11�0m55 Be P.E. F� Florida Ucen -N 6 •.,ORIDA,,.•'_`� ATfACHPf�E 5 CAROLINA CARPORTS, INC. CONCEALED FASTENERS OR GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AREvERESPONSIBILITY GFTEIE w� 2M2119 CONTRACTOR OF RECORD, JW P..�, BECHTOL ENGINEERING RR �... NTs AND TES7/NG, Iea weunE ommorw owexYurtx. um W.mis mcmmc,owmn °� RR "' G19001.. TB SHEET OF BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As epp9cable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applipblej (As applicable) 6Rcwsao LENG1X VAwEs = �- amm TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG • HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR 'SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As ePP9cable) (As app9wble) (As epp8cable) (As apPficable) rTYPICAL SIDE, ELEVATION _{� } n TYPICAL END ELEVATION Z TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE, ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOTTOSCALE" j",^— NOTTOSCAI:E� 1')Ga NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF FLOOD VENT (As appligble) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As ePPBcatila) (As applicable) (As aPPiicable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION- TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEV 4TIQNI 11 NOTTOSCALE NOT TO SCALE _ NOTTOSCALE NOTTOSCALE' - NOTTOSCALE - - - NOTTOSCALE \\<< � � •' ICEN •'• C 'i BECHTOL ENGINEBBIIiIG AND TdWItIqb9F. 605 WEST NEW YORK AVMLVt- C • � DELAND, FLORIDA 32720- * CartificaleafA tlo — .�•1 N P ( 1, STATE OF .14 ��\� \ \�l Thomas8 catol, P.E. // is •• Flodda U 38 // S • • II CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION �� // BECHTOL ENGINEERING AND TES7ING, M, mbano wnm.Ysrt4 Wnxua �� ornaoa 2112/18 NOT TO SCALE NOT TO SCALE NOT TO SCALE - RR NTS °� RR a G19001 TB SHEET20F8 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS _ 12 Q3 TO RAFTER WT 3W SDPsAT (4 PER BRACE) TYPICAL _ INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE _ SEE ALL WEB BOTH OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW . NOT TO SCALE GA GALVANIZED METAL ROOF PANELS STENED TO RAFTERS PER MANUFACTURER'S TALLATION INSTRUCTIONS 12 x 3/4' SI (4 PER TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE - - - -26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURERS INSTALLATION INSTRUCTIONS UCHANNEL BRACE ) TO RAFTER WITH x 3/4' SDFs AT 1(4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOTTOSCALE - 1-U2- IS GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)#12-14,x 3/4' SELF.)RILLING FASTENER SPACED NOT MORE THAN 48' O.C. fi• 3 4 SEE TABLE 1 SHEET IOF6. LENG _ VARIES DEPENDING ON MIMBER AND SPACING OF RAFTERS TYPICAL - POST/RAFTER FRAMING PLAN -VERTICAL ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOTTOSCALE OPTIONAL 24'-1 n TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCAT F 6• ROOF EXTENSION OPTION v TYPICAL LEAN-TO OPTIONS FRAMI NOT TO SCALE (BOX EAVE RAFTER SHOWN. 24.16 GA UCHANNEL BRACE (S TO T POST) 49.16 GA UCHANNEL BRACE (S TO 14' POST) BRACE ANGLE SHALL BE MIN. 30• TO MAX. 45• FROM HORIZONTAL LD s PLAN TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE (2) #12-14 x 3/4' SELF-01 SCREWS AT EACH END (4. PER BRACE) MAIN STRUCTURE STANDARft'L [•TFC JG PLAN (BOTH OPTIONS S1 ) : ; CA �% iNLV STANDARD LEAN-TO IS APPLICABLE TO. E _ R) F BECHTOL ENGINE_ AND T 605 NEW YOAUE' ol II W , •: DELANDTFLORIDA 32720 �x Cerff=te lion Nv ATE OF _. Thomas BeS P.E. FlolidaUce.sL�y38�/ Rt9'��• �� CAROLI.NA_ CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2JI2119 BECHTOL ENGINEERING �- RR - NTS AND TESTING Ina W,ui �� ornxm '� RR Y0i G19001 TB 'SHEET30F8' 6' TAPCON REDHEAD LOT END / RAFTER WALL POSTALONG END WALL SECTIONS 4- MINIMUM 2' MINIMUM .. MINIMUM 2.12'EMBEDMENT 7Y MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS CONCRETE BASE RAIL ANCHORAGE Not To Scale LL L CONTINUOUS 4' CONCRETE PAVEMENT - EYEANCHOR CONCRETE BASE RAIL ANCHORAGE IC Not To Scala (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IS) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST - 27272'16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POSTTO RAIL ONLY ON SIDE OPPOSITE THE OPENING. WASHERS —TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE,SHEET I OF G, FOR REQUIRED ANCHOR) GA IF NO SIDES AND EVERY END END WALL SECTIONS EMBEDMENT CONTINUOUS 4'CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE 1� Not ToSWo (OPTIONAL- OPEN CARPORTS ONLY) 24.16 GA UCHANNEL BRACE (5' TO r POST) 48' 16 GA UCHANNEL BRACE (6' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NIPPLE TO>)y RAFTER i I' RAFTER 6' LONG TS NIPPLE - SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDPs POST BOX EAVE RAFTER/POST.DETAIL �' Nd To 6cab' TS 1.12'x 1-12'x 2' 16 GA CUP ANGLESECURETO POST AND BASE RAIL WITH (4) 012-14 x 3/4' SDFs, (2) ON TOP, (2) ON SIDE v TS CONTINUOUS BASE RAIL POST TO RAIL, TRUSS CHORD, OR �� END POST/BASE RAIL CONN. 4 NON-STRUCTURAL HEADER CONN. DETAIL NotroScale Not To Ssab DRILL 5V HOLE THROUGH THE 2'WASHERS BASE RAIL AND SECURE TO ANCHOR EYE. WITH 12' DIAMETER TS CONITh THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, EYEANCHOR SW ROD 48' LONG WITH 6' HEUX OR AP SROD 6W LONG (SEE GROUND ANCHOR WITH 7' HELIX, SCHEDULE, SHEET 1 OF 6, ASAppLICABLE FOR APPUCASILITV) BASE RAIL DEEP ANCHORAGE Iv Not To Scab - NO SCREWS REQUIRED IN BOW BEND RAFTER POST TS CONTINUOUS BASE RAIL TOP OF ASPHALT F OR STABLE GROUND EYEANCHOR (SEE GROUND ANCHOR SW ROD 3W LONG SCHEDULE.SHEET I OF 6, WITH DSL CHEUX 'FOR APPLICABILITY) �BASEyRAIL�4ANGHORAGE. L\, U. Not To Scab S 2416 GA UCHANNEL BRACE (TTOT POST) 48:16 GA UCHANNEL BRACE (S' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NIPPLE TO BASE RAIL NIPPLE BOW RAFTER/POST DETAIL Not TOScab =T& POST (12 GA IF ROLL -UP DOOR FRAME) 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POSTAND TOP OF HEADER, OR BOTTOM OF WIND RAIUGIRT WITH (4) 012-14 x 34' 7 (2) ON TOP OR BOTTOM, (2) ON TRUCTURALH (12 GA IF 2GAIFRROLL-UP DOOI TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Nd ToSWe G' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs POST RAIL �1 POST/BASE RAIL CONN. DETAIL � Not TO Srsle N[ii�ss;ir(�' i i 101"3192 NO. 8538 _= �\ STATE.OF i �•'•• FCORIDP; "'/SS/ONAL � \\\ \ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AVBECHTOL ENGINEERING RR NTS AND TESNNG, 1= hum. Wmaui *u+[m oxn¢vs °'� RR "OyR°' G79001 -2721Q' 16 GA ANGLE CLIP SECURE TO POST AND _RAFTER WITH (4)_012-14 x 314- SDFs, (2) ON BOTTOM, (2) ON SIDE SECURE TO EACH SIDE OF TS END POST POSTIRAFTER CONNECTION WITH (4) 012-14 x 3/4' SDPs, '(2) ON POST, (2) ON RAFTER �1 END POST/RAFTER CONN. DETAIL Not To Scale 1-112'x 1-12'x716 GA CUP ANGLE SECURETO RAFTER POST AND GABLE RAIL WITH (4) §12.14 x 3/4' SDFs (2) ON TOP, (2) ON SIDE 1-12' x 2' 16 AND GABLE RAIL WITH (4) #12-14 x 314' SDPa, (2) ON TOP, (2) ON BOTTOM RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL IM NolTo Scale ' 12 --16GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND. RAFTER WITH (2) #12-14 x 3/4' SDPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Sale NIPPLE TC DEL. HDR. SECURE EACH WITH (4) #12-14 a 314- SELF-DRIWNG FASTENERS TS POST RAFTER POST/DBL. HEADER DETAIL � NM To Scale GABLE RAIL TO RAFTER POST CONNECTION DETAIL t tO -Not To Scale 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 x 3/4' SOP SPACED NOT MORE THAN 4W O.C. 1/8' RAFTER POST TS NIPPLE GA DOUBLE TS HEADER TO RAFTER POST/HEADER DETAIL ' Not To Scale NIPPLETO> W1C RAFTER RAFTER .12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4)012-14 x 314'SDPs, 24.16 GA WCHANNEL BRACE (S TO T POST) 18' 16 GA U4;HANNELBRACE (8' TO 14' POST) BRACE ANGLE SHALLBE MIN. 45' TO MAX 60' FROM HORIZONTAL TS 26 GA METAL ROOF PANEL TS ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale W LONG TS NIPPLE SECURE WITH (4) 012.14 x 314' SDF's SIDE EXTENSION 12 RAFTER/POST DETAIL Nmro sme' TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. x 314' RAFTER POST/BASE BASE RAIL CONNECTION DETAIL � Not To Scale RAFTER POST 2'x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTIRAFTFR CONNECTION WITH (4) #12-14 x 3T4' SDF's, (2) ON POST, (2) ON RAFTER ,TS LEAN-TO RAFTER 25dw2' 16 GAANGLE CUP SECURETOPOSTAND RAFTER WITH (4) 912-14 ■ 3(4- SOP% (2) ON RAFTER, (2) ON POST %1 POST / LEAN-TO RAFTER CONN. DETAIL � Not To Scale \\`11111111111// �.aS_R. H.BFr DEIAND, FLORIDA2'f2 T: - , 3853 ' Cernficato m on I{o. 6492. FloddaaL 10 I :E' STATE OF CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AVBECHTOL ENGINEERING AND T>ES tNG, Ina /a'..,mmman uouam + Drama VERTICAL SIDE OPTION GIRT (Typiml TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE - WINGING DOOR OPENING FOR SWINGING DOOR ICTURAL HEADER E H18GAUGEFURRING CHANNEL FASTENED TO rWITH NONSTRUCTURAL HEADER EACH RAFTER ACED O MORE x THAN 48' O.RILUNG / 6'-1 I— FASTENER SPACED NOT MORE THAN 48' O.C. GIRTS (TYPIMI) BOX EAVE FRAME RAFTER ENCLOSED BLDG = VERTICAL SIDES ,. ROLL -UP DOOR SWINGING DOOR (AsapplleaNe), (As app9able)� TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX I��I�I-I�IlI�Il�I� I� I -I I�I�I�IOI�I®I��I-ICI-I oil, Miller N TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOTTOSCALE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL- UPDOOR SWINGING DOOR '(As applimble) , (Asapplimble), TYPICAL SIDE ELEVATION NOT TO SCALE IIAIII _ - _Ii �IIIIIL�IP11�11' DELAND.FLORIDA7{{L� '- Certificate o/Au on Nbsss No. 3 38 TYPICAL END ELEVATION - NOTTOSCALE _ omas Beth P.�i - Florida Uce No.NN ,/";—,, UNAL sr-' \\' CAROLINA CARPORTS; INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 711T119 BECHTOL ENGINEERING a.-. _wx NTS AND MSNNG, I RR 6' G19b01- - TB I SHEETS OF