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Home My WebLink AboutCARPORT PLANSFBC APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUBCATEGORY STRUCTURALCOMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURAL COMPONENTS 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 CAROLINA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC 8x16 Flood Flap ELIXIR DOOR AND METAL COMPANY Series 402-14 ELIXIR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (12' Marc Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (17 Max Width) MI WINDOWS AND DOORS Model 185 SH APPROVAL No. & DATE OA EXPIRATION DATE FL65M.1-R5 D41OW27 10/10/17 FL6702.1-R5 0311427 10/10/17 FL17381.1-R2 0927/19 101=17 FL17996.3-R7 0911420 0129/18 FL17996.6421 09/1420 0129/18 F1.8888.1-ITS 12/J1/19 10106/17 F1.16806.1-12 11/1120 01/10118 FL17499.1-R4 . 10/1723 1229/17 TABLE i MAXIMUM ALLOWABLE RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS WIND SPEED AVERAGE FASTENER SPACING WIND ULTIMATE NOMINAL MAXIMUM POSTIRAFTER ON -CENTERS ALONG RAFTERS OR PURUNS, AND POSTS OR GIRTS ONCHES) OPEN ENCLOSED PARTIALLY ENCLOSED INTERIOR POSTSIRAFTERS END POSTS/RAFTERS RISK CATEGORY EXPOSURE CATEGORY WINDSPEED (MPH) WINDSPEED (MPH) SPACING (FEET) ISO 180 180 ISO 180 180 C 110 TO 150 t3910. 716 _ _ 5.0 6 6 - - - - -- ---- 151-TO-180- -1.17-TO 139- 4.0- 1 6 - 6 - NIA WA WA 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. WA 166 138 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 my vary. GROUND ANCHOR SCHEDULE WA 165 147 METAL CARPORT INSTALLATION PLANS ... ULTIMATE WIND SPEED (mph) NIA 180 174 110 120 130 .140_ 150.160 170 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS WA 158 138 WA 175 157 NOTES: 1. DOORS AND WINDOWS SHOWN MAYBE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANDIOR MODELS PROVIDED THE FOLLOWING CONDITIONS ARE MET: A PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REOURIEMENTS, 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 TOACCOMODATE 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 LIMBED 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 UTILRYISTORAGE 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 OWNERS .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 BYTHE 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. 14 30'Mdror' 16 Deta111D- 01-_ -- 18 20 48'Ar 2 j Detal 24 26 28 30 DETAILS 1C AND 1D SHOWN ON i -- - - FOR CONSTRUCTION IN THE STATE OF FLORIDA I PREPARED FOR., '- - CAROLINA CARPORTS, INC. P.O. BOX 1263 1C __ _ DOBSON, NORTH CAROLINA 27017 - �... _ - PREPARED 6,Y.' I BECHTOL ENGINEERING AND TESTING, INC. 6D5 WEST NEW YORK AVENUE petmMj lC. DELAND, FLORIDA 32720 Certificate of Alrthoriza6on No. 00DOM92 SCE OF6 DATE-�I(�Io RLANS AND P RMIT MUST BE KEPT 019 JOB OR NOANSPECTION WILL BE MADE 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-Wl. AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM 01116. 7 REQUIRED FOR CONCRETEL GROUND CHOR FOOTINGFOOTING ANDIOR CONCRETE SLAB CONN WOF STRUCY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE TION. CTION. SEE GROUND ANCHOR SCHEDULE [THIS SHEET) ORSPECIFIC TYPE GROUND ANCHOR REQUIREML IS ABSENT. GROUND ANCHORS ARE ENTS. THESEPLANS lfdD ^L1 PIOP.O/5�1kBWOAK S. CONCRETE EXPANSION ANCHORS SHALL BE WEJ4T ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL 1260, OR EQUIVALENT. ARE aU�IECTTONni C �V I rQ�'� I REQUIRED PY HELD INSPECTORS THAT 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. r I Y U NECEWY IN ORDER TO 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, , / C011FUY w1v =- A PUGS w E CNr;5. AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017)- BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. i% 11. 14 GA FRAMING: 2-12' x 2-12' TUBE STEEL (TS) WITH 2-114' z 2-114' TS NIPPLES. - 12 GA FRAMING: 2.1/4' x 2-114' TS WITH 2' x Z' 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 LEASTTW0 (2) 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 THI�CED FASTENERS OR ATTACHMENTS APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 220 SQUARE FEET OF ENCLOSED AREA SEE TYPICAL FLOOD VENTFRAMING PLAN, SHEET $ OF6. A.RE THE RESPONSISIXY OF THE CONTRACTOR OF RECORD BY St. Lucie ( THIS IS TO CEKnFYTHATTHE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BYTHE UNDERSIGNED PROFESSIONAL ENGINEER ANDARE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1809 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (MIL THE PANS ARE V&D UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE �qv `\Y1L 111.111//// BECHTOL ENGINEERIII�i'` N&,•I! N 605 WEST NEWYORKAVENI LICDELAND. FLORIDA3272D SoCerEfieate of NO. 38 3B ead,ral. P. ;O l Fl(xiaa Llranse N0.3B539 OP CAROLINA CARPNQ' GENERIC PLANS FOR USE IN THE MBECHTOL ENGINEERING ANOTESTfNG, Nc 09af,o ®m,iL orcodoi om Yooeaa mli oa®¢ TATE OF FLORIDA °°` 12/6rte RR " NIS SHM 1 OF e tft BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF a• TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF I!IIIII�II�fl21,1 fIIIJI!IiI�IIINI�IIIIIIII,I�IIIII 1 o— 1 TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable), ROLL -UP DOOR SWINGING DOOR (As applicable) -I (As applicable) TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable), (AS applicable)- TYPICAL SIDE ELEVATION NOT TO SCALE i TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF 'FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION. NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION. NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL-UPDOOR SWINGINGDOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME. RAFTER UTILITY BLDG - HORIZONTAL ROOF .. .. ROLL -UP DOOR SWINGING DOOR TYPICAL END ELEVATION NOTTO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR —E WED LENGTH VARIES TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE - -- B5WEST ENGINEER] NC,1$ aQp N6.1 605 WEST NEwvoRiCAvwuE`: �r,.•' Lldf/VS DrLAND, FLORIDA 37720 Certficale of No. •, � ! % 6i38g3g ThDrt FI,;d, UcenSe v.3wS SeUaal �} '. S i_ .. A. CAROLINA CAKI GENERIC PLANS FOR USE IN THE OF\�LORIDA ANS11i BECHTOL EAIGUVEERIIYG AMD TESTING, M. caevrc avrtvurrr. vnwauw, eu ¢avers m+em v®rm RR NTS G1S001 SHEET OF 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTONS 12 �ZV 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3W $BPS AT EACH END (4 PER BRACE) 21'MAXOIILIPAFTFRSPAN ON $INGIE RAFTER TYPICAL. INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON 12 MR SEE TABLE 1 SHEET PLAN - BOW FRAME SEE TABLE 1 OPENING FOR SWINGING SHEET — /DOOR WITH NONSTRUCTURAL 1 OF J HEADER FRAMING PLAN FULLG' WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE --- -- 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S )NSTALLATION INSTRUCTIONS \ 12 Q3 '24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-I4 x 3/4' SDPs AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE SEE TABLE 1 SHEET 12 MNL OPENING FOR ROLL�P DOOR WNT1 NON.STRGCRIRAL 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURERS INSTALLATION. INSTRUCTIONS 1-12' 1S GAUGE FURRING CHANNEL (PURLIN) J 24.16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3N' SDF$ AT EACH END (4 PER BRACE) T{'MAN4NNMFISPANONSWGEfT. >2P T03P RAFTER SPAN REOU61E6AT(iOSSEDUSSW TAFTER 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 4W O.C. SEE TABLE 1 SHEET. . 3 10F6 d LENG VARIES DEPENDING ON NUMBER ' AND SPACING OF RAFTERS 4-s TYPICAL -POSTIRAFTER FRAMING PLAN -VERTICAL. ROOF NOT TO SCALE TYPICAL END WALL OPENINGS PO$T%RAFTER FRAMING PLAN NOTTOSCALP WELD ALL WEB CONNECTIONS. BOTH SIDES OPTIONAL 24'-1"TO 30' TRUSSED RAFTER - ROOF EXTENSION OPTION TYPICAL LEAN-TO OPTIONS F NOTTO SCALE (BOX EAVE RAFTER 24.16 GA UCHANNEL BRACE (S TO T POST) 48' 16 GA U-CHANNEL BRACE (9 TO 14' POST) BRACE ANGLE SHALL BE MIN. 30' TO MAX 45' FROM HORIZONTAL LEAN-TO FRAMING PLAN NOTTO SCALE SEE TABLE 1' SHEET TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOTTOSCALE 24' 16 GA 1FCHANNEL BRACE FASTENED TO RAFTER wrm (2) #12-14 x 314' SELF -DRILLING SCREWS AT EACH END '(4 PER BRACE) MAIN STRUCTURE BECHTOL Florid" LEAN-TO OPTION Kb TESTING. S38 .O CAROLINA CARFORtlS 114C. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 12018 BECHTOL ENGINEERING RR NIS AND TESTING. I= "'� RR 10O1p G78001 mm.reo RTIFP[SAl uxmm...m .wass raTm owns °"'•" "�" ""'�"a TB I SWET:30FS IN—, x MINIMUM..12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6- OF EACH RAFTER POST ALONG SIDES AND WITHIN 6- OF EACH END WALL POST ALONG END WALL SECTIONS MINIMUM \ \ -..) �—r MINIMUM MONOLITHIC CONC. FOOTING (25W PSI MIN.) REINFORCED WITH 2W8 CONTINUOUS -r.�OCONCRETEOBASE`RAILI"ANCHORAAGE 1T9w "Nol TO Seat' L. DRILL SO HOLE THROUGH THE BASE RAIL AND SECURE TO BASE RAIL r • • ! I (SEE GROUND ANCHOR MINIMUM C - SCHEDULE, SHEET 1 OF 6, FOR REWIRED ANCHOR) - CONTINUOUS4' CONCRETEPAVEMENT EYEANCHOR CONCRETE BASE RAIL ANCHORAGE IE Net Te Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEETMINIMUM EDGE DISTANCE SHOWN W DETAIL IS) TS TRUSSED TS END POST OR DOOR/ WINDOW FRAME POST IS BASENWNDOW RAIL OR NONSTRUCTURAL HEADER Z'X2 18 GAANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIFUUL WITH (4) (112-14 x 314' SDFa, (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. Not To Seale INSTALL 12' x MINIMUM 5-ur EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES r MIN. 6' ! 4TMINIMUM2-12'EMBEDMENT MINIMUM CONTINUOUS 4'CONCRETE PAVEMENT %1 CONCRETE BASE RAIL ANCHORAGE Not TO Scale (OPTIONAL- OPEN CARPORTS ONLY) 24.16 GA UCH NNEL BRACE (S TOT POST) 48.18 GA UCHANNEL BRACE (8' TO IN POST) BRACE ANGLE SHALL BE MIN. 46' TO MAIL 60' FROM HORIZONTAL IS RAFTER SECURE POST TO NIPPLE WITH (4) #12.14 x 3/4- SDFB �A_BOX EAVE RAFTER/POST DETAIL � Not TO Seale TS RAFTER POST 1-12' x 1.12' x r 16 GA CLIP ANGLESECURETO POSTA ND BASERAIL WITH (4) #12.14 x 314' SDFa, (2) ON TOP. (2) ON SIDE IS CONTINUOUS BASE RAIL (�;1 END POST/BASE RAIL CONN. NotTo Scale DRILL 6I8' HOLE THROUGH THE 2' WASHERS DRILL SW HOLE THROUGH THE r WASHERS BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO ANCHOR EYE WITH 11r DIAMETERTS CONTINUOUS ANCHOR EYE WITH 12' DIAMETER THROUGH�OLT� A/-BASERAIL THROUGHAOLT %TASE RAJNUOUS 1 / BASE RAIL TOPOFASPHALTPAVEMENT OR STABLE GROUND SURFACE EYEANCHOR 618' ROD 48- LONG WITH B' HELD( OR SEE GROUND ANCHOR 5B'WIT f7-HELIG WITH THFJJX, SCHEDULE. SHEET I OF B. ASAPPLICABLE FOR APPLICABILITY) 77 NO SCREWS REQUIRED IN BOW BEND BASE RAIL DEEP ANCHORAGE Not To Seale 3' TS BOW RAFTER TOP OFASPHALT F OR STABLE GROUND EYEANCHOR U (SEE GROUND ANCHOR SW ROD 30' LONG SCHEDULE. SHEET 1 OF 6, —_ WITH DEL 4-HEUX _ _ _ FORAPPLICABILIM BASE RAIL ANCHORAGE lu Not TO Sale W LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314-SDFa 2V 16 GA UCRANNEL BRACE (S TOT POST) 48.16 GA UCHANNEL BRACE (B TO 14' POST) TS RAFTER POST BRACE ANGLE SHALL BE MIN. 46' TO MAX 60' FROM HORIZONTAL NIPPLE TO 3/16' BASE RAIL %\ _ S' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4)#12-14x3N' SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL Not To Scale TS POST (12 GA IF ROLL -UP DOOR FRAME) -r x r x 2. 16 GA ANGLE CUP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAHJGIRT WITH (4)912-14 x 3W SOP% (2) ON TOP OR BOTTOM, (2) ON SIDE IS 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 TO Sale BASE RAIL POST/BASE RAIL CONN. DETAIL � Nol ToScab `\��111111117j77 BECHTOL ENGINEERING A�Ib NIGi%o- 6W WESTNEW YORXAVENUE DE AND. FLORIDA 32720 •�f1y i Coarmate of on No. _ O 38 '• $ X Fbdda Lke No.38538 s%q /0�qC) ENG`\��. CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA roc ° IZWIB BECHTOL ENGINEERING RR ate• TITS AND TES17MA Inc. vM oxnw vrxmaaxw..m wow m�eo oxa®e n.o�, RR - - em.w Gi8W1 sHErT40F6 2',2',T 16 GAANGLE CLIP SECURE TO POSTAND RAFTER WITH (4) #12-14 x 3W sops, (2) ON BOTTOM, (2) ON SIDE 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF WITH (4) 912-14 x 3/4-SDF%, (2) ON POST, (2) ON RAFTER � END POST/RAFTER CONN. DETAIL ' Nat To Scale x 1.10 x 2'16 GA RAFTER POSTAND GABLE ` RAIL WITH (4) 012.14 x 3/4' SDFs (2) ON TOP, (2) ON SIDE RAFTER POST 1-ITC x 1-1Q' x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4). #12-14 x 314' SOPS, (2) ON TOP, (2) ON BOTTOM GABLE RAIL TO RAFTER POST � CONNECTION DETAIL Not TOS 2-1/4'FOR 12 GA FRAMING 2.1IY FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) #12-14 x 3/4' SDFS AT EACH, END (4 PER BRACE) - BRACE SECTION Net TOSiale NIPPLE TC DBL HDR SECURE EACH WITH (4) 012-14 x 3/B SELF-DRILUNG FASTENERS --72 GA TS POST �i RAFTER POST/DBL. HEADER DETAIL Not To Sale 1.12'x 1-1/Px2' 16 GA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12.14 x 3/4' SI TOPANDBOTTOM 1-12' x 1-12' It 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 012-14 x 3/4-SDFs, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTERAND POST TO NIPPLE WITH (4) #12-14 x 3W' SELF -DRILLING FASTENERS t RAFTER POST 1B' .'rral SECURE WITH (4) 012-14 x 3W SELF -DRILLING FASTENERS RAFTER POST/HEADER DETAIL Not To Scale. TS RAFTER 12'LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 012-14 x 3/4- SDF%,. ' 24.16 GA U.CHANNEL BRACE(S TO T POST) 48.16 GA UCHANNEL BRACE (B TO 14' POST) GABLE RAIL BRACE ANGLE SHALL BE MIN.45' TO MAX. 60' FROM HORIZONTAL GABLE RAIL TO RAFTER POST i CONNECTION DETAIL t to Nat TOSrale 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12.14 x 3/4- SDF SPACED NOT MORE THAN 48' O.C. ROOF TS RAFTER VROOFPA NELA AGHMEfdT t(ALTEliNATE F,OR,VERTICALxROO.PANEL'S)" },lott T�--�— 1 TS LEG TS TS SAS 3K6' G'LONGTSNIPPLE `SECURE WITH (4)#12-14 x 3/4'Son SIDE EXTENSION RAFTERIPOST DETAIL NWT.Sce TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. 6- LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS �12GATSPOST BASE RAIL 3116'l. NIPPLE TO BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL 11J Not To Scale 2'W 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTRtAFTER CONNECTION WITH (4) 012-14 x 3I4' SDPs, (2) ON POST, (2) ON RAFTER 2Y25Q' 16 GA ANGLE CUP SECURE TO POSTAND RAFTER WITH (4) #12-14 x 3/4' SDP4, (2) ON RAFTER, (2) ON POST POST / LEAN-TO RAFTER CONN. DETAIL Not TO Srale BECHTOL ENGINEERING AI 605 WESTNEW YORKAVENUE DELAND. FLORIDA W120 Ca"',-'a ofNMyfk4tlm Na 64� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERWIG RR m ,T AND TESRNa Lrrc. ®ns. oam'rw..,nmexa-.O mm¢+asm ou®. ��RR 'a G78o01 VERTICAL SIDE OPTION GIRTS (Typical) SEE TABLE 1 SHEET 17 NAK OPENING FOR RDLL4IP DOOR WITH OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE 0 BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR (As applimble) -� (Asapplimble), TYPICAL SIDE ELEVATION NOT TO SCALE .�nu11L�Iillll7ll I II�IIO ILL` NOT TO SCALE GIRTS (TYp-O 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING e'—I F- FASTENER SPACED NOT WRE THAN 49' O.C. rrOPFNING FOR SWINGING DOOR / WITH NONSTRUCTURAL HEADER lr�l�l�l�lel�l��l �I�I I I®ICI-I��I I� ICI LENGTH VARIES DEPENDINGONNUMBER AND MOM RM ANDSPACINGOFRAFrERS POSTIRAFTER/GIRT FRAMING PLAN NOTTOSCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR I IS 7L�7112flNWIS11, j� TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTO SCALE AS BECHTOLENGINEERING ND ES`T'INg4 NEW • �� SOS WEST FLORIDA2720 � CemcatDELAND, LORIDA 32T20 CelBfimte of an N N 3 • � _ BS38 . O - Thomas BeClla E. � Sr Floaea Uoela Na. 385 i(jl ••'••.(� q)�` ••T` ,'V,q ' [V0 •,,, t IENG�N 0\. CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA MVSECHTOL ENGINEERING P'-, RR NTS AND TES77NG, Inc oasnw ¢mmwu� avmuxvu. m wens tmc emava "'� RR '°'_'^` G78001 T3 SHEETS OF