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Home My WebLink AboutCARPORT INSTALL PLANSFBC APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUBCATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURAL COMPONENTS I FLOOD VENT EXTERIOR DOORS I SWINGING EXTERIOR DOORS I SWINGING EXTERIOR DOORS I ROLL -UP EXTERIOR DOORS I ROLL -UP WINDOWS I SINGLE HUNG MANUFACTURER CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLNA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC 8x16 Flood Flap ELIXIR DOOR AND METAL COMPANY Series 402-14 F1 IX R DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (12' Max Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) MI WINDOWS AND DOORS .Model 185 SH _ APPROVAL No. & DATE QA EXPIRATION DATE FL6596.1-R5 04/0527 1O/iOM7 FL6702.1-R5 03/14127 10/10/17 FL17381.1-R2 09/27/19 10/03117 FL17996.3-R1 09/14Y10 01/29/18 FL17996.5-RI 09/1420 0129/18 FL8888.1-R5 12131/19 10106117 FL16806.1-12 1111120 01/10/18 R-17499.11-114 10/1723 12129/17 MAXIMUM ALLOWABLE TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS WIND SPEED AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PARTIALLY MAXIMUM PURUNS, AND POSTS OR GIRTS OPEN ENCLOSED ENCLOSED RISK WIND EXPOSURE ULTIMATE WIND SPEED NOMINAL WIND SPEED POST/RAFTER SPACING UNCHES) 180 ISO 180 INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERI 110 TO 150 89 TO 116 5:0 6 6 180 ISO ISO I C 151 TO 180 117 TO 139 4.0 6 6 WA N/A NIA NOTES: 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 pudins. 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 and/or slopes may vary. GROUND ANCHOR SCHEDULE WA 165 147 WA 180 174 WA 158 138 WA I 175 157 NOTES: 1. DOORS AND WINDOWS SHOWN MAYBE SUBSTUUTED FOR DIFFERENT PRODUCT UNESAND/OR MODELS. PROVIDED THE FOLLOWING CONDITIONS ARE MET: A PRODUCT SHALL HAVE A VALID FBC P,RODUCiAPPROVAC - B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REOURIEMENTS. 2 FRAMINGCONNECTIONSFOR DOORANDVANDOW FRAMES REM AINTH E SAM SUBSTITUTED PRODUCT. E FOR SUBSTITUTED. PRODUCTS. HEADERS AND WINDOW RAILS MAY BE."SEO OR LOWERED AS,:-cCESSARY TO ACCOMODATE ' 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 SERBACKS,-FINISH FLOOR ELEVATION AND SLOPE; OR OTHER LOCAL ZONING REQUIREMENTS ARETHE RESPONSIBILITY OFOTHERS. - 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITVISTORAGE BUILDINGS.(RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABL_ E LIVE ANDVYIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRES§EO HEREIN, INCLUDINGDOORS, WINDOWS; OROTHER COMPONENTS NOT LISTED 1N 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. MANUFACTURERS INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA- BUILDING CODE (FBC) AT THE LOCATION OF THE. BUILDING WITHIN THESTATEOF FLORIDA. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x3/4' 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 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)FORSPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 'Ur x 5' OR EQUIVALENT OR WEJ-1T A14KR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1266. OR EQUIVALENT. 9. POST1RAFfER 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 1816.1 OF THE FBC SIXTH EDITION (2017)- BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. It. 14 GA FRAMING: 2,12:x 2-12MTU8E.STEEL (TS7 WITH 2-1/45x 2-1/44TS NIPPI FR. 12. ENCLOSED AREAS REQUIRING FLOOD OPEN799 Mtl3T 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 5 OF 6. ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS 110 12!110141 . 150 160 176 180 AND DETAILS AND FRAMING AND 12 FASTENER SPECIFICATIONS 14 304AnDete➢:FOR CONSTRUCTION IN THE STATE OF FLORIDA 1618. PREPARED FOR. 20 CAROLINACARPORTS, INC. 8' Anchor P.O. BOX ukI22Detail 1C DOBSON, NORTH CAROLINA 27017 24 26 PREPAREDBY: BECHTOL ENGINEERING AND TESTING, INC. 28 '�50pnd�' 605 WEST NEW YORK AVENUE 30 Detail1C DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 ETAILS 1 C AND 1 D SHOWN ON SHEET 4 OF 6 /81x 41' ORY d 5414 WIV a ! a l^/G D Iq0�-pSb2 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY I30C� SCANNED St 1 BY THIS IS TO CERTIFY THAT THE CALCULATIONS AND, SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUDDING CODE, SDcrH EDMON (2017 . THE PLANS ARE VAUD UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE \\\1i1II II I III •�� P`'•R H - �♦ .•'• tGENS •'•yam BECHTOL ENGIN 'AND TESTING, IJC 605 WEST NEW YORK UE• No. 38538 DELAND, FLORIDA 32�20 -_ Certificate of T . C ••••F<OR1D P;. •'♦� We County CAROLIN M �IpNC. GENERIC PLANS FOR F FLORIDA -' 2112/19 BECHTOL ENGINEERING RR NTs AND TESIVIG, ree RR "a 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 applcable): ROLL -UP DOOR SWINGING DOOR _ ROLL•UPDOOR SWINGINGDOOR. (As BPPIIcatile) (As appicable) (As applicable) (As applicable) 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 - NOTTOSCALE 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 applicable) ROLL -UP DOOR SWINGING DOOR _ ROLL-UPSWINGING DOOR (As ePPlicaWe) (AseDPOcaWe) TYPICAL SIDE ELEVATION - TYPICAL END ELEVATION TYPICAL SIDE: ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOTTOSCALE NOT TO SCALE - NOT TO SCALE NOTTOSCALE NOT TO SCALE BOX EAVE: FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF JSmWgFR7AMEjMl E0 RT - VERITICAL ROOF FLOOD.VENT (As aD00rable)_ ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR . (As apPlcable) (As aOPOcaWe) (As applicable) (As applicable) wy TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION _ TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE NOT TO SCALE NOTTOSCALE - SCALE' - NOTTOSCALE NOTTOSCALE BECHTOL ENGIN A�1p1NG; 1 D ' 60S WESTNEW YORKA '• C DELAND, FLORIDA 3112 53B CerOflrate of 54 �O. r W= Thomas Bech 1. P.E. noUmme 85 STATE OF3TATE OF b CAROLINA Cd> ,d. 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 2/12/19 NOT TO SCALE NOT TO SCALE NOT TO SCALE °"""' RR AND TESTING, Inc. x RR .a: G19001 rmo�orA nr�n or�a SHEET 2 OF A GALVANIZED METAL ROOF PANELS fENED TO RAFTERS PER MANUFACTURER'S ALLATION INSTRUCTIONS 12 Q3 24.16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDPsAT EACH END (4 PER BRACE) 26'M IMUM kA RSPAN ON SNG RAFTER TYPICAL - INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE - -' SEE OPTIONAL 24'-I" TO 30' TRUSSED RAFTER - BOW GA GALVANIZED METAL ROOF PANELS STENED TO RAFTERS PER MANUFACTURERS ITALLATION INSTRUCTIONS 12 Q3 24` 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WRH (2) #12-14 z 314` SOFk AT 'EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE = HORIZONTAL ROOF NOTTO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET 3L IOF6 4 TYPICALRAF7ER/POST FRAMING PLAN - BOX EAVE S•4 18 GAUGE FURRING 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314' SDFT AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTEWPOST FRAME SECTION - VERTICAL ROOF NOT TO SCALE - - 1-V2. 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 31C SELF-DRILUNG 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 NOT TO SCALE - TYPICAL END WALL OPENINGSPOST/RAFfER FRAMING PLAN NOTTOSCALE OPTIONAL 24`-V TO 30' TRUSSED RAFTER • BOX EAVE NOTTOSCALE LEAN-TO OPTIONS F (BOX EAVE RAFTER 24' 16 GA UCHANNEL BRACE (STOT POST) 48' 16 GA UCHANNEL BRACE (8' TO14' POST) BRACE ANGLE SHALL BE MIN. 30' TO MAX. 45' FROM HORIZONTAL LEAN-: TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE NG PLAN (BOTH OPTIONS SHOWN DNLY STANDARD LEAN-TO IS APPLICABLE TO 80E,RAF�R)�C��/,', K �I �I ((7711 BECHT& ENGINEERIN 605 WEST NEWYO, AVEIIj1 0� DELAND. FLORIDA32720 I No 8538 " CeR11i®ta "1AulhoNmllon Na. 1 mas Be .E �` Roma Llm No.38538 �•�•.. STATE OF , • �44/` i OR CAROLLINA CAkp II I I 00 3ENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2112119 BECNTOL ENGINEERING RR _., NTS AND TES77NG, J= M RR G79DO1 "p°' '"' vzo- i°°"'�'0' '"R°"'TB �SHEET30F6 c MINIMUM S TAPCON REDHEAD LOT 12 x MINIMUM S 7IW EXPANSION ANCHOR GE RAIL WITHIN 6' OF EACH IS ALONG SIDES AND EVERY END TO DRILL SW HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER MINIMUM MONOLITHIC CONC. FOOTING (26W PSI MIN.) REINFORCED WITH 2 RSs CONTINUOUS EMBEDMENT � ONCRETE,BASE RAIL ANCHORAGE tom' Not TO Seale ANCHOR L CONTINUOUS4' CONCRETE PAVEMENT EYEANCHOR CONCRETE BASE RAIL ANCHORAGE �E NWTOStale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 18) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOORI WINDOW FRAME POST 2•#S¢' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) 012,14 x 3I4' SDFs;(2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POSTSHOULD BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6, FOR REOUIRED ANCHOR)' TS BASE(WINDOW RAIL OR 4 12' x MINIMUM S' TAPCON REDHEAD LOT I OR 10 x MINIMUM S-VT EXPANSION ANCHOR DRILL SW HOLE iH BASE RAIL WITHIN 6' OF EACH BASE RAILA POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH IST ALONG END WALL SECTIONS T F--I-MIN. 6' TOP OF ASPHALT I OR STABLE GROUNI CONTINUOUS 4'CONCRETE PAVEMENT CONCRETE BASE RAIL -ANCHORAGE t� NoI TO Stele (OPTIONAL -OPEN CARPORTS ONLY) ' TS CONTINUOUS BASE RAIL EYEANCHOR SW ROD 4W LONG WITH 6' HELD( OR W ROD SW LONG (SEE GROUND ANCHOR WITH T HELIX. SCHEDULE, SHEET 1 OF 6, ASAppUCABLE FORAPPLICABILITY) BASE RAIL DEEP ANCHORAGE I" Not TOSI BASE RAIL TOP OF ASPHALT F OR STABLE GROUND EYEANCHOR (SEE GROUND ANCHOR W ROD 3W LONG SCHEDULE, SHEET 1 OF 6, WITH DEL 4'HEUX _ FOR APPLICABILITY) 4' 16 GA UCHANNEL BRACE (STO T POST) ER 48' 16 GA UCHANNEL BRACE (8' TO 14' POST) 9.72' BRACE ANGLE SHALL BE MIN. 45' TO MAX 6W FROM HORIZONTAL NIPPLE TO BASE RAIL 'PLEWTTH -( ll�/ 3,_ BOX EAVE RAFTER/POST DETAIL c� Not To Stale TS RAFTER 2' 16 GA CUP ETO E RAIL I x 3I4'SDFs, ON SIDE 'TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not TO Scale SECURE RAFTERAND POSTTO NIPPLE WITH (4) 512-14x 3l4' POST SELF -DRILLING FASTENERS R BOW RAFTER/POST DETAIL �: Not To Seds (12 GA IF ROLL -UP DOOR FRAME) SECURE TO POSTAND TOP OF HEADER, OR BOTTOM OF WDIDOW RAILIGIRT WITH (4) 91214 x 3/4'SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER (12 GA IF ROLL+UP DOOR FRAME) TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not TOStale BASE RAIL ANCHORAGE to Nat7oSWe BASE RAIL POST/BASE RAIL CONN. DETAIL � NMTo Stab \)Illltllr/f CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 1� BECHTOL ENGINEERING AND TESTING, Ina fm�.aruoe��,nWrvi sm W+mua nrw Omm� NIPPLE.TC DBL HDR. 16 GA ANGLE CUP TO POSTAND WITH (4) 012-14 x 314- 6' LONG TS NIPPLE SECURE EACH WITH (4) #12.14 x 3/4' SELF -DRILLING FASTENERS POST V LONG TS NIPPLE SECURE WITH (4) #12.14 x 314' SELF -DRILLING FASTENERS TS NIPPLE EACH WITH (4) #12-14 x 314' LUNG FASTENERS -12 GA TS POST SECURE TO EACH SIDE OF TS END POST—� I `POST71.1 1. /RAFTER CONNECTION 2 GA DOUBLETS HEADER I�� BASE RAIL WITH (4) #12.14 x 314' SDF's, (2) ON POST, (2) ON RAFTER �END POST/RAFTER CONN. DETAIL Not To Scale 1-12'x 1A2'x 2.16 GA CLIP ANGLE SECURE" RAFTER POST AND -GABLE RAIL WITH (4) #12-14 x 314' SOF4 (2) ON TOP, (2) ON SIDE - TS RAFTER POST I-12' x 1-12' z 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 912-14 x 314' SDn: (2) ON TOP, (2) ON BOTTOM RAIL GABLE RAIL TO; RAFTER POST CONNECTION DETAIL' . 1 In Not T.1 0 stale' FOR 12 14 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) #12.14 x 314- SDFS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale GA TS POST RAFTER POST/DBL. HEADER DETAIL Not To SCete 1-12' x 142' x P' 16 GA CUPANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 31C St TOP AND BOTTOM SECURE POST WITH (4) 012-14 x NIPPLE TO DBL HDR. RAFTER POST/HEADER DETAIL Not To Scale 1 24. 16 GA U-CHANNEL BRACE (S TO T POST) ONG TS NIPPLE 48' 16 GA UCHANNEL BRACE 9 TO 14' POST) :URE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 46' NIPPLE WITH (4) #12-14 a 3/4' To MAX 60• FROM HORIZONTAL _LVt—TS RAFTER POST GABLE RAIL TO RAFTER POST -CONNECTION DETAIL Not To Scale E� IA W 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 i 314-SOP SPACED NOT MORE THAN 48. O.C. METAL ROOF ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TS LEG TS TS BAS SIDE EXTENSION �,RAFTER/POST DETAIL Nol Tofoe SEE GENERAL NOTE No. 12; SHEET 1 OF 6. RAFTER POST/BASE BASE RAIL CONNECTION DETAIL �" NotTo State RAFTER POST 31C (2)ON POST REQUIRED) 30F POST/LEAN -TO RAFTER COWDETAIL " Not To Scale )lp Jill llli uunN �a r1o.365 B g OF ��i T •' FLOR)�P''�� 131 ONN-� `\�� VERTICAL SIDE OPTION GIRT (ryplc l BOX EAVE FRAME RAFT SEE ENCLOSED BLDG - VERTICAL SIDES TYPICAL END ELEVATION NOT TO SCALE GIRTS Rvplceo 1-1018 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) N12-14 x 3/4' SELF-DRI WNG 6'-1 f-- /FASTENER SPACED NOT MORE THAN 48'O.C. OPENING FOR SWINGING DOOR / WITH NONSTRUCTURAL HEADER � I!®I®I®I01� IOI��I�I �101 �I®ICI-I®I-I�I��I�I®101 - IOPENINGFORWINDOWW LENGTH VARIES DEPENDING ON NUMBER AND WINDCW R,,L AND SPACING OF ER a - TYPICAL POST/kAFTER/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 NOTTO SCALE BECHTOL EN I' C.' DES WEST RKAVELE DELAND, FLORIDA 32720 8y38 '•, CeNfwele afA E NQ`5$ Ltui omss Be ol, P.E i RoMda U se No. 38538 CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING AND TESTING, Inv. 4g6uR1G �E00p[4 nmaawww. um YnwL{ hSmm u!a®u ava✓�wemaw®,v - OF8