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Home My WebLink AboutConstruction PlansFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE OA EXPIRATION DATE OPEN 'ENCLOSED PARTIALLY ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 180 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 180 180 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1 09/01/20 NIA WA NIA 16x8 Flood Vent 05/15119 'EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996:3Rl 09/14/20 NIA 139 138 Series 402-14 01/29/18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.6-R1 09/14/20 WA 165 147 Series 407 01/29118 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12131/20 NIA 180 174 Model 203 (12' Max. Width) 10/07/17 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 11/11/20 N/A 158 138 Steel Roll Up Sheet Door (12' Max. Width) 06/18/19 WINDOWS SINGLEHUNG MI WINDOWS AND DOORS FL17499:1-R5 10117/23 N/A 175 157 Model 185 SH 03/27/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11/20 N/A 180 180 Steel Roll -Up Sheet Door- B' Wide 06/18119 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 N/A 180 172 Steel Roll -Up Sheet Door - 1 O'Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11111/20 NIA 155 133 Steel Roll -Up Sheet Door -16' Wide O6/18I19 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 B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS. 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS, HEADERS AND WINDOW RAILS MAYBE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/.RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 110 TO 150 89 TO 116 5.0 6 6 I C 151 TO 160 117 TO 139 4.0 6 6 VOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof puriins. 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 and/or slopes may vary. GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS 110 .120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS 12 14 30' Anchor FOR CONSTRUCTION IN THE STATE OF FLORIDA 16 Deta11D. 18 PREPARED FOR. 0 CAROLINA CARPORTS, INC. 3 20 48' Anchor P.O. BOX 1263 z 22 Data@ IC DOBSON, NORTH CAROLINA 27017 0 24 PREPARED BY.. m 26 BECHTOL ENGINEERING AND TESTING, INC. 28 60"Anchor 605 WEST NEW YORK AVENUE 30 Detail lC DELAND, FLORIDPNRol Ce fificale mouth 0o DETAILS 1C AND 1 D SHOWN ON SHEET 4DF 6iym H LE COPY VIEWED FO CODE COMPLIANCE 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 UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) 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, 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 x 3W 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 GRADE 40. 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 LDT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. to. 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 (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-112" x 2-1/2" TUBE STEEL ITS) WITH 2-114" x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-114" x 2-1/4' 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 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. ST. LCIE CO UP THIS IS TO CERTIFY THAT THE CALCULATION ' I C U SPECIFICATIONS HEREIN HAVE BEEN PREPARED g� UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. \\\Y11111BE III1j''. ly BECHTOL ENGIN STING, INC, DDEEI.AN�D, FLORIDA33227LB 853a CertlSmle ofAutlladmem [Y UJ - 3 W- 2 �FSS 10N CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA pOC 01/20/20 WE�BECHTOL ENG/NEER/NG m mkb '-- NTS ANG Inaem46,e Darr.maemea.rx.enwwarwuowrenu.�mao®o ^® tb 'eO'n G20001 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 applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As apDliraDle) (As applicable) (As applicable) 6NcwsEo �NGTH VARl6s _ _ _ TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 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 apprmb.le) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) 1112 TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 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 applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applirable) (As applicable) (As applicable) E I TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE \\��11111111//// .\\ o H BEO,,_//i. REVIEWED FOR T. BECOOEWuElhNa GI DTESTING, Ik CODE COMPLIANCE 6D'ELARY FLRIDA CeNBc"'.1 No- ki LUCIE COUNTY . ujz MCC TP bldlaLicense No. O FLOR�OP'' CAROLINA CA00 9NtiU C. 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 o1/20/20 NOT TO SCALE NOT TO SCALE NOT TO SCALE m BEC TOLNA aENG/NEERM mkb - NTs mmanomim.cwonm.arW.w waw.nnwo ea®m '® tb c G20001 TO SHEET 2 OF 6 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24'M IMUMRAFTERSPANON 124TO W RAFTER SPAN REOUIRU TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET 3 IOF6 4 'ICAL RAFTERIPOST FRAMING PLAN - BOW FRAME TO SCALE SEE TABLE 1 OPENIN( SHEET DOOR W 1OF6 HEADER M(rYPICAQ 6 4 4 4 NGOORURAL)4 4 OF P TYPICAL SIDE WALL OPENINGS FRAMING PLAN NOT TO SCALE 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S Nj STALLATION INSTRUCTIONS \ 12 '24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24' MAXIMUM -24' TO W' RAFTS TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE NOT TO SCALE FRL14@IQ.h`� OPTIONAL 24'-V TO 30' TRUSSED RAFTER -BOW NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET FRAMING PLAN - BOX EAVE 6'—i 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS \1-1/2' 18 GAUGE FURRING CHANNEL (PURLIN) 1 � 24' 16 GA U-CHANNEL BRACE J FASTENED TO RAFTER WITH (2) 412-14 x 3/4' SDFs AT EACH. END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SNGLE RAFTER >24' TO W "MR SPAN REQUIRES A TRUSSED RAFTER TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE - 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314' SELF-0RIWNG FASTENER SPACED NOT MORE THAN 48- O.C. 3 4 SEE TABLE 1 SHEET 1OF6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF c� TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE SEE I MAXIMUM TABLE 1 4' O.C. FOR SHEET VERTICAL TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE NOT TO SCALE REVIEWED FOR TABLE1 CODE COMPLIANCE s�1 Qx�sue. LUCIE COUNTY �24' 16 GA U-0CHANNEL BRACE FASTENED TO RAFTER WITH s (2) #12-14 z 3/4'SELF-DRILLING sMB1GN00C0" 4 SCREWS AT EACH END 1T MAX OPENNG FOR °RM1� s""w^^'z (4 PER BRACE) ROLLUPDOORW xFiLm TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE BOTH SIDES WELD ALL WEB CONNECTIONS, BOTH SIDES OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE ROOF EXTENSION OPTION TYPICAL LEAN-TO Of NOT TO SCALE (BOX I 24' 16 GA U-CHANNEL BRACE (S TO T POST) 48' 16 GA U-CHANNEL BRACE IS TO 14' POST) BRACE ANGLE SHALL BE MIN. 30- MAIN STRUCTURE STANDARD LEAN-TO LEAN-TO IS APPLICABLE TO BOW FRAM2 RAFYEhj1 //// ��iy BECHiOL ENGINEER(aCCCI,4•W g@�IG; 111 SW WEST NEW YORKAVE�l1 DEIAND, FLORIDA 3272D�' �'� CamciroDr 3g538 i[ _ W- Luz 7lrolnav Bedlld, _\c � CAROLINA C410" f ib GENERIC PLANS FOR USE IN THE kX+ OF FLORIDA °"` 01/20/20 AVBECHTOL ENG/NEEIt/NG Pxr mkD _..-_ NTs AND TES M0,bm. no��c,�.nn.ertM.,so.A,.m.,,e.nnme�e `•mm m n°'c c20931 °i�'�•"""�'^®� � TB I SHEET OF INSTALL 1/2' x MINIMUM S' TAPCON REDHEAD LOT ANCHOR OR 1/2' x MINIMUM 6-10 EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS 4' MINIMUM / \ \ --I t—Y MINIMUM 2-1/2'EMBEDMENT . FOOTING (2500 PSI MIN.) 2 #Ss CONTINUOUS I CONCRETE BASE RAIL ANCHORAGE NM ToScale DRILL 51T HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER 1/2• x MINIMUM S' TAPCON REDHEAD LOT OR 12• x MINIMUM 5-12- EXPANSION ANCHOR H.BASE RAIL WITHIN 8' OF EACH POSTS ALONG SIDES AND EVERY END IST ALONG END WALL SECTIONS MINIMUM CONTINUOUS 4' 6' ,o CONCRETE BASE RAIL ANCHORAGE_ 1 1Y %NWToSwle (OPTIONAL- OPEN CARPORTS ONLY) WASHERS 24' 16 GA U-CHANNEL BRACE (6-TO T POST) 48' 16 GA U-CHANNEL BRACE (V TO 1P POST) —TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45' BASE RAIL TO MAX. 60- FROM HORIZONTAL (SEE GROUND ANCHOR MINIMUM 4'T]l SCHEDULE, SHEET 1 OF 6. FOR REQUIRED ANCHOR) — CONTINUOUS 4' CONCRETE PAVEMENT EYEANCHOR CONCRETE BASE RAIL ANCHORAGE I� Nat To Scale (OPENCARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOO W / WINDOW FRAME POST TS BASE/WINDOW RAIL OR NONSTRUCTURAL HEADER GA IF ROLL -UP DOOR FRAME) 2'x2'x2' 16 GA ANGLE CLIP 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. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale NIPPLE' RAFTER m 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3W SDPS RAFTER POST �u,:-�-1 BOX RAFTER/POST DETAIL TS RAFTER POST 7 ^ / , 1-12' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3W SDFS, (2) ON TOP. (2) ON SIDE CONTINUOUS BASE RAIL b END POST/BASE RAIL CONN. Not To Sple DRILL 5/8' HOLE THROUGH THE 2'WASHERS DRILL 518' HOLE THROUGH THE 2•WASHERS BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO ANCHOR EYE WITH 117 DIAMETER TS CONTINUO ANCHOR EYE WITH 12' DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE\ OR STABLE GROUND SURFACE\ EYE ANCHOR 5/8' ROD 48' LONG WITH W HELIX OR 5/8' ROD 6W LONG (SEE GROUND ANCHOR WITH 7' HELIX, SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) �+ BASE RAIL DEEP ANCHORAGE 1 C Not To Scale NO SCREWS REQUIRED IN BOW BEND 3' 3' :.f .TTZ;7rldc7 EYEANCHOR (SEE GROUND ANCHOR 5/8' ROD 30• LONG SCHEDULE, SHEET 1 OF 6. WITH DBL 4'HELIX FOR APPLICABILITY) 24. 16 GA U-CHANNEL BRACE Is TO T POST) 48. 16 GA U-CRANNEL BRACE (8-TO 14- POST) BRACE ANGLE SHALL BE MIN. 45- TO MAX. SO- FROM HORIZONTAL NIPPLETO BASE RAIL 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4)#12-14x 314' SELF -DRILLING FASTENERS R BOW RAFTER/POST DETAIL �� Not To Scale �p BASE RAIL ANCHORAGE Not To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFS BASE RAIL GPOST/BASE RAIL CONN. DETAIL Not To Scale REVIEWED FUh POST CODE COMPLIANCk YST. LUCIE COUN�` � x2'x2'16 GA ANGLE CLIP SECURE TO POST AND TOP OF FRl/ .F (RECHTOL ENGINES >f�}{Df�ING;1 HEADER, OR BOTTOM OF WINDOW 605 WESTNEW YORK RAILIGIRT WITH (4) #12-14x 3/4' SDFS DFIAND, FLORIDA 85 J (2) ON TOP OR BOTTOM, (2) ON SIDE CeM5m0e x4Au01oM1 N? p. 3 3 NONSTRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW �1 RAIL, OR GIRT TO POST CONN. DETAIL `� Not To Sple STATE �F S3'ONP� i LLJ JJ 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12.14 x 3W SDFS, (2) ON BOTTOM, �2'x4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4)1112.14 x 3/4' SDPs, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Scale 1-1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314' SDFS (2) ON TOP, (2) ON SIDE RAFTER POST 1-VT x 1-1/2' x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFS. (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL 1 I!1 NMTO Sxale 2-1/4' FOR 12 GA FRAMING 2-1/2' FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 314- SDFS AT EACH END (4 PER BRACE) BRACE SECTION Not To SWIe NIPPLE DBL. H6 S NIPPLE ACH WITH x 3/4' .LING FASTENERS GA TS POST RAFTER POST/DBL. HEADER DETAIL Not To Scala 1.1/2' x 1-11T x 2' 18 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314' ST TOP AND BOTTOM i 1-112' x IAW x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 012-14 x 3/4' SDPs, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL I 1 o Na To Scale 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH ) #1 D.C.' x 3/4' SDF' SPACED NOT MORE THANO.0 \ `26 GA METAL ROOF \\v PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale FTER POST ,IG TS NIPPLE RE WITH (4) #12-14 x 3W DRILLING FASTENERS DOUBLE TS HEADER NIPPLETO DBL. HDR. Ir--'\ RAFTER POST/HEADER DETAIL Not To Sple 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4- SDFS 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12.14 x 314' SDFs, V LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3W SELF -DRILLING FASTENERS GA TS POST BASE RAIL V \ BASE RAIL RAFTER POST/BASE 10 BASE RAIL CONNECTION DETAIL Not To Scale TS RAFTER POST 2'x4.16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 314' SDFS„ (2) ON POST, (2) ON RAFTER ,TS LEAN-TO RAFTER 24' 16 GA U-CHANNEL BRACE IS TO T POST) `2'x2'x2' 16 GA ANGLE CLIP 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) SECURE TO POST AND BRACE ANGLE SHALL BE MIN. 45' RAFTER WITH (4) #12-14 x 3/4' TO MAX. 60' FROM HORIZONTAL SDFS, (2) ON RAFTER, TS RAFTER POST (2) ON POST SIDE EXTENSION �POS RAFTER/POST DETAIL T /LEAN-TO RAFTER CONN. DETAIL Not Toscale 12 Na To Scale REVIEWED FOR TS LEG POST TS RAILS TS BASE RAIL TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. CODE COMPLIANCE ST. LUCIE COUNTY Rnr' 'BE ��\01 H I BFn,AA'A Taaile9liechtol FNIWe Lkeree a TE OF PLOR VERTIt,AL SIDE OPTION GIRTS (Typical) NOT TO SCALE 12 SEE TABLE 1 OPENING. FOR SWINGING DOOR SHEET /-WITH NONSTRUCTURAL HEADER WRH POST/RAFTER/GIRT FRAMING PLAN 1-V2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314' SELF -DRILLING 6'-•-u— FASTENER SPACED NOT MORE THAN 48'O.C. e AI GIRTS / (Typical) J\1 BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE rOPENING FOR SWINGING DOOR / WITH NONSTRUCTURAL HEADER �i ano I Bo"1111hrmomilml I Ali will 103 rl. -- LENGTH VARIES DEPENDINGON NUMBER I TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE .x. OPENING FOR WWDOW WRH NONSTRUCTURALHEADER AND WWDOW RALL (Aba eppllrabbmEM W.Ilel REVIEWED FOR CODE COMPLIANCL ST. LUCIE COUNTY Rocs BECHT& EKdI �.�rMb T • _ • G, II�C. 606 WEST NEVIt,YO VENYE DElAND; FLO �12F20 538 ••. i( CaNl�foDt No. W FkMa Nce gZPZE OF •' ?� i� �'• FLO ...••� \� '��/lI1111111 �� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA .R o1n0120 BECNTOL ENG/NEERM �+ mkD _ . NTS AND TEVM Gne — W an G20001 " TB I SHEET 6 OF 6