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Home My WebLink AboutMETAL CARPORT INSTALLATION PLANS - DETAILSFBC APPROVED PI IUCTS LIST MAX. QA PROD -APPROVAL- -AL-LOW, E1 CATEG ORY MANUFACTURER EXPIRATION CATEGORY No. & DATE WIND DATE SPEED. . STRUCTURAL COMPONENTS III ROOF DECK -CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 - 26 Gauge AG Panel 10/10/17 S UCTURAL COMPONE S TRUCTURAL WALL CA OLINA CARPORTS, INC. FL6702.1-M 03/14/27 180 26 Ga a AG Panel 10/10/17 STRU URAL COM NENTS FLO VENT FLOOD FL _ 8x16 Flood FI 1 /03/17 EXTERIOR O - S SWINGIN ELIXIRDOORAN MET COMPANY FL 99 .3-R1 1210 18 39 Series 402-14 01/ . / EXTER S SWI ING NO ELIXIR DOOR AN M AL COMPANY FL17 6.5-R1 0 hl4/2 1 Series 407 01! 9/ EXTE IOR DOORS LL-UP ASTA IND TRIES INC. L8888.1 5 12/31/18 18 Model 2 10/06/17 NDOWS SINGLE HUNG MI INDOWS AND DOORS FL17499.1-R2 10/17/18 180 Model 185 SH ` l . . 12/29/17 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 (INCHES) WIND. ULTIMATE NOMINAL POST / RAFTER 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 C 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly t 12 r14 gauge steel tube fra or 18 gauge hat channel roof purlins. 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 otherroof and/or slopes may vary. GROUND ANCHOR SCHEDULE ' 'ULTIMATE'WIND SPEED (mph) . . 110 ' . 120: 130. ' 140 - - 150 160 ' .170 18.0. 12 14 16 30"'Anchor . Detaai 1 DFT. 18 0 0 z 20 22 48' Arichor Detail 1.0 6 24 M 26 28FT::. 30 i 60' Anc]or Detail DETAILS 1 C AND 1 D SHOWN ON SHEET 4 OF 5 GENERAL NOTES: 1 THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, DESIGN AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, P-ROPERTY-SET-BACKSrF-INk%+FLOOR-€LE-VATION-ANDSL-OPE, OR OT. HER i OC-AL-ZONING REQUIREMENTS E THE RESPONSIBILtT1'- PRESSURE OF OTHERS. (psfl 2. THESE STRUCTURES ARE DESIGNED AS NON=HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE L• IVE AND WIND LOADS. IMPROVEMENTS -NOT SPECIFICALLY ADDRESSED HEREIN, +57-.3 / -62.5 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 +57.3 / -62. DUE TO THE APPLICATION OF ADDITIONAL LOADS. KIIA3. 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. +40. -40.0 5, ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL "SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. +40. -45.0 6, CONCRETE SHALL HAVE A MINIMUM. COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETESLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. + .8 / - .8 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. 55.0 / -55.0 SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE 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. 10. SLAB FOUNDATION:SUBGRADE SOILS SHALL BE TERMITE.TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) - RESIDENTIAL,. AND SECTION 18.16.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017)-BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.. ti 11. 14 GA FRAMING: 2A/2" x 2-1/2" TUBE. STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. 12 GA FRAMING: 2 / " TS WITH 2 x 2" TS NIPPLES. THESE PLANS AND ALL PROPOSED WORK d�V��A1�O FASTENERS OR ATTACHMENT:; ARE SUBJECT TO ANY CORRECTIONS AREREQUTHE RESPONSIBILITY OF THE MAY BIE NECESSARY IN ORDER TOBY FIELD INSPECTORS TS CONTRACTOR OF RECORD COMPLY WITH ALL APPLICABLE CODES ***CALL 1-800-670-4262 AND ASK FOR FLORIDASCHEDULING. WE NEED YOUR PERMIT NUMBER BEFORE SCHEDULING YOUR APPOINTMENT***ei RECEIVED THIS ISTOCERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE �. UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN, S E P. 02 0 � $ 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 ST. Lucie County, PCFMItting CODE. -- - .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 NEW YO} K AVENUE DELAND, FLORIRA 32720 Certificate of Authorization No. 00005492 ST. LL'CIE C0 u� ny BUILDI T . � T7M'0't' REVIEWED FOM-_�wdv REVIEWED DATE 2ry PLANS AND PERMT MUST BE KEPT ON 0-; N-D JSPE,CTION WILL BE MADE. ��!llllll111\\� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 5/10118 BECHTOL ENGINEERING °tA1"� RR . swa NTS AND TES77MA �' '�. RR G18001' TB SHEET! OF 6 . l IIIIII■ I� BOW FRAME RAFTER OPEN CAR ice\ AM = HORIZONTAL$QO BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) � (As applicab )W FRAME RAFTE BUILDING - HORIZONTAL RI ROLL -UP DOOR SWINGING DOOR (As applicable) (As applica e) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELE ON TYPICAL E EVATION TYPICAL I E ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT T CALE NOT TO SCALE 1 BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER. ENCLOSED BLDG -. HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF. ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DO (As applicable) (As appli .File (As applicable) (As a ble) BOX EAVE FRAME RAFTER OPEN: CARPORT - VERTICAL ROOF TYPICAL ELEVATION TYPICAL END ELEVA NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELE ON . NOT _ NOT TO SCALE - BOX. EAVE FRAME RAFTER ENCLOSED -BLDG -'VERTICAL R OF RO_ LL-UP DOOR . SWINGI R' (As applicable sapplicable)-1 TYPICAUME ELEVATION - NOT T6SCA TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATI NOT TO SCALE 2 'PICAL END ELEVATION T TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROO ROLL -UP DOOR SWINGI OOR (AS applicable), _ applicable), TYPI, DE. ELEVATION NOT O SCALE -' TYPICAL 13QXEAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION. NOT\�LR i BECHTZ GINEERING A�V� TE - ING, I&C. 605 WES�N CRKAVENLlE i y DELAND2LOR14 U720 .. I�Y CeOcat Jf A flop No /- . / TfiomaSBed5&23 Florida Licens311 • • FLOFi�O CAROLINA -& C. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA tt °" 5/10/18 7 BECHTOL ENGINEERING RR "" NTS ANDTESANG, inc. ' RR PRMW.. G18001 coxs6Lm GWMDOnw. DMRD PJ. AND UMUMM 76'IIMC E. KMM cemoomaNmwma-re 0000s,m .. ••caovEu TB SHEET 2-OF 6 26 GA: GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S ED KI tWTERS PERMANUFAGTl R5R ENED-TO PUkL4NS PER-MANUFAGRiRER'S NSTALLATION INSTRUCTIONS NSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS 12 4 Q3 2 Q3 1-1/2' 18 GAUGE FURRING CHANNEL (PURL ' 2 24'.16 GA-U-CHANNEL BRACE-- — - - - - 24--16-GA U-CHANNEL BRACE -- — - a- — FASTENED TO RAFTER WITH FASTENED TO RAFTER WITH (2)'01.2-14 x 314" SDPs AT (2),#12-14 x 3/4' SDF's AT 24'-16 GA U CHANNEL BRACE EACH END,(4 PER BRACE) _ EACH 4 END PER BRACE ( ) s FASTENED TO RAFTER WITH z O w - O (2) #12-14 x 3/4' SDPs AT - 24'MAXIMUM RAFTER SPAN ON SINGLE RAFTER .24' MAXIMUM RAFTER SPAN.ON SINGLE: RAFTER EACH END(4.PER BRACE) >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER - O >24' TO 30' RAFTER $PAN REQUIRES A TRUSSEDRAFTER .. p : AS SHOWN ON THIS SHEET ' HQINN.QNIli1 - -- - - — - MRAPTfRSPANUNBMGLE MAiO U RAFTER-- - >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER 'p. AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION BOW FRAME TYPICAL INTERIOR RAFTER)POST.. SECTION.; EAVE-HORIZONTAL ROOF. . NOT TO SCALE FRAME BOX .. TYPICAL INTERIOR. NOT TO SCALE - RAFTER/POST FRAME SECTION = VERTICAL ROOF . . NOT TO SCALE ' . ' 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED LENGTH VARIES DEPENDING ON, LENGTH .VARIES DEPENDING,ON -AND TO EACH RAFTER IIVITH (2) 012-14 x 3A" SELF -DRILLING NUMBER AND'SPACING OF RAFTERS NUMBER SPACING.OFRAFTERS . FASTENER SPACED NOT MORE THAN 48.O.C. ' IL SEE _ SEE SEE 'TABLET TABLE 1 TABLE 1. SHEET SHEET SHEET . 3' 1 OF 6 tOF6 10E6 4 3.• s LENG. VARIES DEPENDING•ON NUMBER ..AND SPACING OF RAFTERS TYPICAL RAFTER/POST. FRAMING PLAN - BOW F TYPICAL RAFTER/POST:FRAMING PLAN'-13OX EAVE ' TYPICAL ' NOT TO SCALE NOT TO SCALE ' : ' POSTlRAFTER FRAMING PLAN =VERTICAL -ROOF' . NOT TO SCALE SEE SEE - TABLE 1 TABLE-1 OPENING. FOR SWINGING SHEET 12 II'I-I.m w 4 qk TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL'BOX EAVE'RAFTER GABLE END FRAMING PLAN NOT TO SCALE SHEET - DOOR WITH NON-STRUCTURAL 7 1 OF 6 1 OF 6 HEADER 6 q 4 2 a 73 a, '5 - 1z MAX: OPENING ' s a 24' 16 GA U-CHANNEL BRACE 2 FOR ROLL —UP DOOR• 4 a :. FASTENED TO RAFTER WITH:. 4 WITH STRUCTURAL - HEADER ' .. . ov�mFaa smMcwootxw .6 2 #12-14 X 3/4" SELF -DRILLING ( ) .. _ OPENING jROLL41P 4' SCREWS EN D 10• (TYPICAL) DOORWITH � . 10 4 3 4 - .6 - 5- . 4 NON-STRUCTURAL •4• 1 3' 4-4'. 4 .. .. - HEADER 4" '4 .. - 4 A '4 .4 4 �4 4 _ .. .. - _ - - - - - OPENING.FOR WINDOW WITH - _ - - - :. .. .. .. NQNSTRUCTURAL HEADER _ TYPICAL .. _ . ' - ROOF EXTENSION OPTION - MAIN STRUCTURE STANDARD LEAN=TO OPTION .. AND WINDOW RAIL TYPICALOPENINGS. FRAMING PLAN". (Ar..ppuoabletoEidWalls) _ _ ENDOW POST/RAFTER FRAMING PLAN _ TYPICAL LEAN TO.OPTIONS FRAMING 1 I II f J; PLAN BOTH OPT V,/ , f EDEWALL TO CLLLEOPENINGS NOT T v NOT I T N TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD'LEAN-TO IS R). 24.1s. GA.U-CHANNEL:BRACE (5' TO r POST) GA BECH GIN RING AND T NFrINC: 48' 16 U-CHANNEL BRACE (8' TO 14'.POST) .. 605 VIrES' CORK AVENUE ' FULL' 6" WELD BRACE ANGLE SHALL BE MIN: 30° TO MAX 45° FROM HORIZONTAL pELANpkFIDA 327��,QQ,,,� S8536 BOTHSIDES : CO rtficaTOofAulho' tiorlrlK ` FULL 6' WELD 6' BOTH SIDES C� 6' 2� • / ••• Flodda �� Lis, P •, • WELD ALL WEB 5' CAROLIISi4t F"�IS; INC. COBOTH WELD ALL WEB SI DES CONNECTIONS, . 3 3' GENERIC PLANS FOR THE STATE OF FLORIDA BOTH SIDES ' a a. ' 5/10/18. FREESTANDING ECHTOL EN B°�snnrc,r,;� ENGINEERING""� OPTIONAL 24'-1":TO 30' TRUSSED RAFTER:-" BOW, OPTIONAL 24',_1" TO.30'_TRUSSED:RAFTER -'BOX' EAVE � 77 RR .. °RD1°016001 NOT TOSCALE: . .. .. NOTTO SCALE ' .. ' : :.. � � ' : 'NOT TO SCALE ' . �s miu+o wo . . mHa�'ooac'[ �smxm+ru. [Moms �wrovm � . SHEET 3 OF 6 ; i INSTALL 1/2" x MINIMUM 5-1/2"•EXPANSION ANCHOR INSTALL 1/2' x MINIMUM 5 1/2' EXPANSION THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER DRILL 5/8" HOLE THROUGH THE T WASHERS DRILL 5/8' HOLE THROUGH THE T WASHERS ANCHOR THROUGH BASE RAIL6' POST A Oj1G�iDES_ApID_INI2EIIN.6_O�E{1CH-Fd�1 SE-Ri41L�i1VDSEGURE�- ESL AND.SECURE TO WALL POST ALONG END WALL SECTIONS OF EACH RAFTER POST ALONG SIDES ANCHOR EYE WITH 112 DIAMETER ANCHOR EYE WITH 10.. DIAMETER TS CONTINUOUS TSCONTINUOUS THROUGH-BOLT. BASE RAIL THROUGH -BOLT BASE RAIL 4' MINIMUM T MINIMUM MIN. 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT — OR STABLE GROUND SURFACE - - - - - OR STABLE GROUND SURFACE- - - MINIMUM 2-1/2- EMBEDMENT MINIMUM 2 1/2" EMBEDMENT EYE ANCHOR 5/8' ROD 48' LONG ' WITH 6"HELIX ' OR • . 5/8' ROD 60' LONG SEE GROUND ANCHOR . E,YE ANCJiO SEE GRO t�D ANCHOR -- - -- =r. - - - - -- -- - MINIMUM - - - WITFF7`HELI -- --- - - 5/8 ROD 30 TOTTG- -- - SDAEDULE. SFtEE7115r6. - - 6 AS APPLICABLE FOR APPLICABILITY) WITH DBL4" HELIX' FOR APPLICABILITY) 12' CONTINUOUS 4' CONCRETE PAVEMENT MONOLITHIC CONC; FOOTING (2800 PSI MIN.) REINFORCED WITH¢ #5's CONTINUOUS CONCRETE BASE RAIL:ANCHORAGE �1.CONC TE.BASE RAIL'ANCH RAILANCHORAG RE ORAGE. cC A Not To Scale (OPTIONAL- OPEN CARPORTS ONLY) C BASE E 1 D BASE - - IL. DEEP ANCHORAGE Not Scale DRILL 5/8". HOLE THROUGH.THE 27WASHERS 24'.16 GA U-CHANNEL BRACE (STO T POST) BASE'RAIL'AND SECURE TO TS BOW RAFTER 6' LONG T5 NIPPLE.. 48' 16 GA U-CHANNEL14' POST)' ANCHOR EYE WITH 1/2 DIAMETER SECURE POST TO NIPPLE. TS CONTINUOUS BRACE ANGLE SHALL'BE,MIN.459 THROUGH -BOLT BASE RAIL TO MAX. 60' FROM HORIZONTAL . NO SCREWS WITH (4) #.12-14k 3/4' SDF's REQUIRED.. NIPPLE TO 3/16'. IN BOW BEND 5' . RAFTER 4' 16 GA U-CHANNEL BRACE (5' TO T POST) 48"16G . _ A U-CHANNEL;BRACE (6.' PO POST :.. R BRACE ANGLE, SHALL'BE MINAS • Lo 9 1/2" - TO MAX. 60' FROM HORIZONTAL TO E TO TS RAFTER 14' POST), TS RAFTER NIPPLE BASERAIL � (SEE GROUND ANCHOR " MINIMUM 4' SCHEDULE,'SHEET 1 OF 6; 6; TS. CONTINUOUS BASE RAIL FOR. REQUIRED ANCHOR)' 6' TONG TS NIPPLE . 3- SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDFs %. 3' 6':LONG TS NIPPLE. ZCONTlNubU,S4'. SECURE RAFTER AND, POST TO CONCRETE PAVEMENT TS RAFTER POST NIPPLE WITH,(4) #12-14 x 3/4' TS RAFTER POST SELF -DRILLING FASTENERS EYE ANCHOR POST/BASE RAIL CONN. DETAIL BOX EA BOW RA NolTo'Scale VE RAFTER/POST:DETAIL RAFTER DETAIL 3 CONCRETE BASE. RAIL ANCHORAGE Not To scale B .Not To Scale 1E 2 Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN QETAIL 1B) TS POST (12:GA IF ROLL,UP DOORFRAME) \�\` l� • • : • • • • . CIS/ i T T 2'.z 2-16-GA ANGLE CUP GINS O SECURE TO POST AND TOR of BECP t4GINEERING ND_ TESTING, INC. TS RAFTER POST HEADER, OR BOTTOM OF WINDOW 605 WSmTfNE1t9YORK.AM1/3 ; TS TRUSSED RAFTER CHORD, - OAIUGIRT-WITH (4) #12-14 x 3% SDF's DELARD, FLOL4IDA .32 d1 ' (2) ON TOP'OR.BOTTOM, (2) ON SIDE Cerfl.0 a of Aathmiz -lion No. OR NON-STRUCTURAL HEADER _- TS END POST OR DOOR! - w _ WINDOW FRAME POST . 2"x2.'x216 GAANGLE:CLIP i SECURE TO POST. (EACH SIDE) 1-1/2'� 1'1/2" x T 16. GA CLIP Thornaslf� r� TS BASENVINDOW BAILOR . AND RAFTER CHORD/RAIL—WITH ANG SECU , TO ( �R�OP NON-STRUCTURAL' HEADER (4)'#12-14x 3/4" SDFs, (2) ON : POST AND BASE RAIL . L�caO� TS NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) TOP. OR BOTTOM, (2) ON SIDE 1NITH (4) #12-14 x 3/4" SDPs, 12 GA IF ROLL -UP DOOR FRAME) Florida 8535• F� •`• NOTE: AT ROLL -UP DOOR (2) ON TOP; (2) ON SIDE - ,�lON p;►```� OPENINGS. POST SHOULD BE FLUSH WITH RAIL END., TS WINDOW RAIL OR GIRT CLIP POST TO RAIL ONLY. ON, FOR VERTICAL SIDING OPTION SIDE OPPOSITE THE OPENING. TS CONTINUOUS BASE RAIL POST TO'.RAIL, TRUSS CHORD, OR N. ON STRUCTURAL -HEADER, WINDOW CAROLINA C .. , INC. �� END POST/BASE RAIL CONN.� RAIL, OR. GIRT TO POST CONN.: DETAIL GENERIC PLANS FOR USE. IN THE STATE OF FLORIDA 4�N.tT.Ile STRUCTURAL HEADER CONK. DETAIL Not To Scale Not7oScale BECHTOL ENGINEERING m.Hx.: RR: sate . ' . NTS . :4NDTEST/NCr,!/id. .. .. -RR .. oaa n :G18001- . CO6M M GEMEOMM. E)MR 1EM AM MUMS 7m7DC g [NCHMM . ... fsi6lm' NA�o�Ndmm519t ..TB SHEET4 OF 6 — •• 2'x2"x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2) ON SIDE OR 2"x4" 16 GA PLATE SECURET0 SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x,3/4" SDFs,. (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 3/4" SDF's (2) ON TOP, (2) ON SIDE TS RAFTER POST 1-1/2" x 1-1/2" x 2":16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4". SDF's, (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST �� CONNECTION DETAIL . ~ Not To Scale 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 3/4" SOPS AT EACH END (4 PER BRACE) — BRACE SECTION Not To Scale NIPPLE TO 3/16" DBL. HDR. V ITS RAFTER POST 6" LONG TS NIPPLE SECURE EACH WITH ."LONG TS NIPPLE (4) #12-14 x 3/4" . 1/g" ��S ECURE WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS F� ELF -DRILLING FASTENERS i 01 2 GA DOUBLETS HEADER .J 2 GA TS POST 3/16' NIPPLE TO DBL. HDR. RAFTER POST/DBL. HEADER DETAIL. RAFTER POST/HEADER DETAIL Not To Scale 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 3/4" SDFs, NIPPLE TO 3/16" 6" LONCrTS NIPPLE TOP AND BOTTOM RAFTER SECURE WITH (4) #12-14 x 3/4" SbFs TS RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4),#12-14 x 3/4 SDPs, 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14x 3/4" SDF's, (2) ON TOP. (2) ON BOTTOM. 6" LONG TS NIPPLE 'SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14x 3/4. SELF -DRILLING FASTENERS.. TS RAFTER POST GABLE RAIL TO RAFTER POST � CONNECTION -DETAIL Not To Scale 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF SPACED NOT MORE THAN 48' O:C. 26 GA. METAL ROOF PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45° TO MAX. 60" FROM HORIZONTAL TS RAFTER POST SIDE EXTENSION _.RRAFTER/POST DETAIL Not To Scale 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF-DRI W NG. FASTENERS . /--12 GA TS POST 3/16" NIPPLE TO BASE RAIL RAFTER POST/BASE B2E. RAIL CONNECTION DETAIL No 2"x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4- SDFs, (2) ON POST, (2) ON RAFTER iTS LEAN-TO RAFTER 2" 1Q"x2" .16 GA ANGLE CLIP SECURE TO POST AND . RAFTER WITH (4) #12-14 x 3/4' SDF's, (2) ON RAFTER, (2) ON POST 13 POST /- LEAN-TO RAFTER CONWDETAIL Not To Scale LUIIIIIfllll/�I�I� o BECHT& 119011NEIRING TESTING. fNC. 605 WESLNrgw�,,ORKAVENUE3B5 T DELAND,.ELAM l 3272440- CertificatA�f Autherizatlon No. IIW, i W '� homas Be�to QP , • !� Florida Llcetei "3 FLOR\ '�• SSIONP�'.�`. CAROLINA CARPORTS; INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 5110/18 BECHTOL ENGINEERING RR NTS AND TEST/NG, inc. c�c0: RR. °Rp1'NOi G18001 CDNSULIWD DEVWOWB L EHVOONNEWN- AND YATUMIS TM ExDDOFxS A°°R" TB SHEET 5 OF'6 VERTICAL SIDE OPTION SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER. 7. 1OF6 5- 4 a GIRTS s q E (Typical) 4 4 d E 6 4 17 MAX. OPENING FOR ROLL -UP DOOR WITH 4 4. NONSTRUCTURAL HEADER 4 4 4 A A' TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER -ENCLOSED BLDG -. VERTICAL'SIDES ROLL -UP DOOR • SWINGING DOOR TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE 1-1/2" 18'GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWINGING DOOR EACH RAFTER WITH (2) #12-1413/4" SELF -DRILLING WITH NON-STRUCTURAL HEADER 6"— FASTENER SPACED NOT MORE THAN 48" O.C. GIRTS (Typical) g . q SEE TABLE 1 SHEET 1OF6. e to 5. s 3 = �� s 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURAL HEADER k IVci q 4 -4 3 3 • 4 a q 3 q 5 ' OPENING FOR WINDOW WITH NONSTRUCTURAL HEADER LENGTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL AND SPACING OF RAFTERS (Also appfl able to End Wags) TYPICAL POST%RAFTER/GIRT.FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY.BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR [l�llalr ,.1/ XA\ Pell BECHiO NGINEER'}}�r 1D TE3rH�,-pIC. 605 WEr AfORK��,{�U�'-. DELANBS F IDA 327P0• r -►1� Certifico Of Aul io ' ation No w — TYPICAL SIDE ELEVATION TYPICAL END ELEVATION a .�_� NOT TO SCALE. NOT TO SCALE Thomas Beet FLOR�� •••• FloridaLlcens�fl ��35•.; fDN `'N' � CAROLINA CARPORTS; INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA . 5/10/18 . BECHTOL ENGINEERING RR. . s . G NTS AND TES77NG, lqc. aeca o RR PR0. "°' G18001 CONWMG GMMMOWA6 DN MMMAL, AND INnnaus TMWG DMO43M _TB SHEET 6 OF 6