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Home My WebLink AboutCARPORT PLANSFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED APPROVAL QA EXPIRATION JENCLOSED PARTIALLY PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE DATE OPEN ENCLOSED ---- --- --- STRUCTURALCOMPONENTS ---------- ROOF DECK --- CAROUNA CARPORTS, INC. FL6598.14R5 04/OS/27 180 160 180 26 Gauge AG Panel 10/10117 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03114/27 180 180 180 26 Gauge AG Panel 10/10/17 - STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL77381.1-R2 0927/19 N/A WA N/A Sx16 Flood Flap 10103117 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY - FL17996.3-R_ 1 09/1420 WA 156 138 Series 402-14 0129/18 EXTERIOR DOORS SWINGING ELDOR DOOR AND METAL COMPANY FL17996.5-R1 0911420 WA 165 147 Series 407 0129/18 - EXTERIOR DOORS. ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12/J1/19 WA 180 174 Model 203 (12 Max Width) 10/06/17 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R2 11/1120 WA 158 138 - Steel Roll Up Sheet Door (12' Max Width) 01/10/18 WINDOWS SINGLE HUNG MI WINDOWS AND. DOORS FL17499.1-R4 10/17123 WA 175 157 Model 185 SH 12fMI7 NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENTPRODUCTLIES ANDJOR MODELS. PROVIDED THE FOLLOWING CONDITIONS ARE MET. A PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REQUIREMENTS. 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTffUTED PRODUCTS. HEADERS AND WINDOW RAILS MO BE RAISED OR LOWERED AS NECESSARYTO 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 UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPUCABLE 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 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 3/4' 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 6X&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) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITS MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. 9. POSTIRAFTER 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 (2017)- BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1/2' x 2-12' TUBE STEEL ITS) WITH 2-1/4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2.114' TS WITH 2' x T 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 MO SQUARE FEET OF ENCLOSED AREA SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET OF 6. FILE COP TABLEY RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING - ON -CENTERS ALONG RAFTERS OR MAXIMUM PURUNS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST IRAFTER (INCHES) - INTERIOR - - - END - -RISK- -- - -EXPOSURE WIND SPEED WIND SPEED SPACING - CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTERI 151 T0.180 117 TO 139 4.0 6 6 NOTES:? 1. Specifications applicable to 26 gauge metal roof and wall panels fastened drec8y to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof puffins. 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 wary. .GROUND ANCHOR 110 120 14 30'ArXhcr 16 1)efaa tD 18 20 22 - 24 26 28 30 REVIEWED FOR REVIEWED SY SITE OR 150 160 DIVISION INSPE � . ' of KEPT ON OJ("sJ g CTION(S) WILL BE MADE THESE PLANS AND ALL PROPOSED ARE IUE,)ECTTOANYCORRECTIONS REQUIRED WORT_ AfAY:gg Idfl: By INSPECTORS TH CO ISARyfVO AT MPLyW1To THALL APPLICABLE CODES, ALL FACTORS �I-ES SHOWING ORS AND SHGC WIT))F CENERGYCODEM [NCE U� TUNS AV- DOORS AND WINDOWS EC770NSAREA,PROVED i naICIVZHS URATTACHNIEUTS ARE THE RESI'OgjalLITY OF THEC011TRACTOR OF RECORD, 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 YORK AVENUE DELAND. FLORIDA 32720 Certificate of Authorization No. D0006492 THIS IS TO CERTIFYTHAT THE CALCOUIT16NS AND SPECIFICATIONSHEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, ANDAREIN - ACCORDANCE WITHTHE REQUIREMENTS OF SECTION 16W OF THE FLORIDA BUILDING CODE, SIXrH EDITION (1014 THE PLANS ARE VALD UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE BECHTOL ENGINEERItt�fa'` DEELAND.F DLowDDAA mm LICEA,s • �t`C.tt�: Certificate of '•-r No, 38 3g •. � , Florida License No. 38M 0 y CAROLINA CARPQ GENERIC PLANS FOR USE IN THE HECHTOL ENGINEERING AN AND TESRNC,, me mars ®mort emmFno,. „o ,�m,w nmm o®®e FLORIDA I- RR I-- G18001 1 I z BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOTTO SCALE TYPICAL END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END_ ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF ROOD VENT (As applicable) —I ROLL -UP DOOR SWINGING DOOR r i i n (As applicable) , (Asapplicable), BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL-UPDOOR SWINGINGDOOR TYPICAL SIDE ELEVATION NOT TO SCALE . TYPICALENDELEVATION NOT TO SCALE BOX EAVE FRAME: RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE i TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL BOW RAFTER GABLE END ELEVATION I TYPICAL BOX EAVE RAFTER GABLE END ELEVATION I TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BECHTOL ENGINEERING\ [1 ING•1 603 WEST NEW YORKAVENUE` .` LIG�ENS DELAND. FLORIDA 32720 % N3e538 '� ThMSS Belled- -�- Florida Ucense o.3 •: S, CAROLINA CARP ,VIDA GENERIC PLANS FOR USE IN THE fi' i El OKLORIDA MM Q ivsne BECHTOL ENGINEERING NTS AND TESTING, M. mwxo �me�. ervsaapa. uu uaears miec a®ox 'rax" RR �TB 1 SHEET20F6 25 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 '2A' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) 012-14 x 3/4' SDPe AT EACH END (4 PER BRACE) — TYPICAL INTERIOR RAFTEWPOST FRAME SECTION - BOW FRAME NOTTOSCALE NOT TO LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET FRAMING PLAN - BOW FRAME SEE TABLE 1 SHEET 1OF6 12 MAx.OPENWG FORROUiUPDDOR 'W_ RHSTRDCFURAL HEADER 10'(TYPICAL) WALL OPENINGS WELD ALL WEB CONNECTIONS, BOTH SIDES 28 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S NSTALLATION INSTRUCTIONS _ 12 FASTENED TO RAFTER WITH (2) 012-14 x 3/4' SDPe AT EACH END (4 PER BRACE) 2V MAx#AIN TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE SEE TABLE 1 SHEET TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOTTOSCALE OPENING FOR SWINGING DOOR WITH NON-STRUCTURAL HEADER FULL 6' WELD BOTH SIDES WELD ALL WEB CONNECTIONS, .. BOTH SIDES SEE TABLE 1 SHEET 6'— 26 GA GALVAN® METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURERS INSTALLATION INSTRUCTIONS FASTENED TO RAFTER WITH w (2)#12-14x3/4'SDF's AT = EACH END (4 PER BRACE)- W � 24'MN04UN RAFTER SPAN ON SWGIE RAPIER `1-12 18 GAUGE FURRING CHANNEL FASTENED / TO EACH RAFTER WITH (2) #12-14 x3/4-SELF-DRILLING / FASTENER SPACED NOT MORE THAN 48. O.C. SEE TABLE T SHEET 3 _10F6 4 LEND VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST(RAFTER FRAMING PLAN -VERTICAL ROOF NOT TO SCALE BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW OPTIONAL 24'-1P TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE ROOF EXTENSION OPTION NOTTOSCALE ( 24.16 GA UCHANNEL BRACE (S TO r POST) 48.16 GA UCHANNEL BRACE (S TO 14' POST) BRACE ANGLE SHALL BE MIN.30- —E TO FRAMING PLAN TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE - - TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SELF-DRILLNG SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE 3 PLAN (BO STING, /VD a �S3e : (D OF CAROLINA CARFy0RIM;)i1' C. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 12018 BECNTOL ENGINEER/NG RR NTS AND TESTING, No RR 'ID1pi G76001 ' TB 1 SHEET30F6 INSTALL 12' x MINIMUM 5.12' EXPANSION ANCHOR INSTALL 12' x MINIMUMS712'E)(PANSION IB' THROUGH BASE RAIL WITHIN 6"OF EACH RAFTER ANCHOR THROUGH BASE.RA)L WITHIN 6' DRILL SW HOLE THROUGH THE 2' WASHERS DRILL SHOLE THROUGH THE - Y WASHERS POSTALONG SIDES AND WITHIN 6' OF EACH END BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO WALL POST ALONG END WALL SECTIONS OF EACH RAFTER POST ALONG SIDES ANCHOR EYE WITH 12' DIAMETER TS CONTINUOUS ANCHOR EYE WTIH 12' DIAMETER TS CONTINUOUS THROUGH4)OLT BASE RAIL' THROUGH -BOLT BASE RAIL 4°MINIMUM YMINIMUM I. -MIN. 6' TOP OF ASPHALT PAVEMENT TOPOFASPHALTPAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE I MINIMUM 2.12° EMBEDMENT MINIMUM 2=12' EMBEDMENT EYEANCHOR - - - 518' ROD 48' LONG WITH 6° HE_UX OR 1Y 518'ROD60'LONG (SEE GROUND ANCHOR EYEANCHOR ,(SEE GROUND ANCHOR MINIMUM 4' AS LIHELLE SCHEDULE, SHEET I OF 6, SW ROD 3('LONG SCHEDULE, SHEET OF 6, AS APPLICABLE FOR APPLICABILITY) WITH DBL 4'HELIX FOR APPLICABILITY)) tY MONOLITHIC CONC. FOOTING (2500 PSI MIN.) CONTINUOUS 4-CONCRETE PAVEMENT REINFORCED WITH 2 We CONTINUOUS p �Aryr CONCRETE BASE+RAIL ANCHORAGE-> CONCRETE BASE RAIL ANCHORAGE BASE RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE '.�Notrn �+--- - Not To Scale (OPIIoNAL- OPEN CARPORTS ONLY) -. iu Not To Scale Not TOSme DRILL SW HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DWdETER MINIMUM 4' BASE RAIL �I (SEEGROUNDAHCHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) — CONTINUOUS 4' CONCRETE PAVEMENT EYEANCHOR CONCRETE BASE RAIL ANCHORAGE 1G Not Ta Seeb (OPEN GRPORESWH SLAB EDGE DISTANCE DOES NOT MEET MINIM UMEDGE DISTANCE SHOWN IN DETAIL 18) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOORI / WINDOWFRAMEPOST C TS BASE WNDOW RAIL OR NONSTRUCTURAL HEADER 12 GA IF ROLL -UP DOORFRAME). POST TO RAIL, TRUSS 4 2'x2'x2° 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) 012-14 x 3/4' SDPs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. xv 24' 16 GA U-CHANNEL BRACE 1 48' 16 GA U-CHANNEL BRACE (E BRACE ANGLE SHA TO MAX 60' FROM TS RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12.14 x 31C SDFs RAFTER POST BOX EAVE RAFTER/POST DETAIL Ln Not To Seek Ts Y 16 GA CLIP POSTAND BASE RAIL WITH (4)#12.14 x 314' SOFs, (2) ON TOP, (2) ON SIDE NO SCREWS REQUIRED IN BOW BEND TS BOW RAFTER 2A' 16 GA U•CHANNEL BRACE IS TO T POST) 48' 16 GA U-CHANNEL BRACE IV TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL t 3' `6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) 012-14 x 3W ?AFTER POST SRILUNG FASTENERS BOW RAFTER/POST DETAIL Not To Scale TS POST (12 GA IF ROLL -UP DOOR FRAME) ,Y x Y x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RABIGIRT WTEH (4) 012-14 x 314' SDPe (2) ON TOP OR BOTTOM, (2) ON SIDE (12 GA IF ROLL -UP DOOR FRAME) 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 012-14 x 3/4' SDPs CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL � Not To SOLe BECHTOL ENGINEERING FLORIDA 32720 `TSWINDOWRAJLORGIRT FORVERTICAL SIDING OPTION I ,IIII I I Itl 1 ` ` -TS CONTINUOUS BASE RAIL NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC. END POST/BASE RAIL CONN. RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Not To Scale " Not To Sale 1 a"t - 1 rilS BECNTOL ENGINEERING �- RR .� ,7 AND 1EeETNC,, era. r arw w fxv a.xxo� w umArs meA omevs '�. RR rvO16 GIB001 TB SHEEr40F6 2',XxT 16 GA ANGLE CUP SECURE TO POSTAND RAFTER WITH (4)-#12--14 z 314- SDF's, (2) ON BOTTOM, (2) ON SIDE \ OR 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POSTAIAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, n (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL J Na To Scale 1-12•x 1-12-x 2. 16 GA CLIP ANGLE SECURE TO' RAFTERPOSTAND GABLE RAIL WITH (4)#12-14 x 314' SDPs (2) ON TOP, (2) ON SIDE RAFTER POST 1-10 x i-12' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12.14 x 314' SDPs, (2) ON TOP, (2) ON BOTTOM GABLE RAIL TO RAFTER POST CONNECTION DETAIL ' rr1 Not TO Stale ' 2-1/4"FOR 12 GA FRAMING 16 GAUGE U-CHANNEL BRACE ` FASTENED TO THE POSTAND RAFTER WITH (2)#12-14x3/4-SDPS AT EACH END (4 PER BRACE) - BRACE SECTION Nut To sole NIPPLE OSL HC 6• LONG TS NIPPLE SECURE EACH WITH (4) #12-14 X 3N' SELF -DRILLING FASTENERS —12 GA TS POST (,RAFTER POST/DBL. HEADER DETAIL " Not To Snle x 2' 16 GA CUP ANGLE GABLE R TOP AND 1-12'x 1-12• 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 6' LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) 012-14 x 3/4- SELF-DRILLING FASTENERS I RAFTER POST GABLE RAIL TO RAFTER POST 11B CONNECTION DETAIL Not To Scale 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. 26 GA METAL ROOF PANEL RAFTER POST SECURE WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS GA DOUBLE TS HEADER RAFTER POST/HEADER DETAIL Not To Swle NIPPLE' RAFTER TS RAFTER 1T LONG TS NIPPLE SECURE POST TO NIPPLE r WTTH(4)#12-14x3/4•SDFa, 24' 16 GA U-DHANNEL BRACE (S TO i POST) 48.16 GA U-CHANNEL BRACE IS TO 14' POST) BRACE ANGLE SHALL BE MIN. 45• ROOF.(P�WEL EN; (ALTERNATE'FOR'VERTICALrR00F.-PANELS)""""'�--- "��tta2.�ral - r LONG TS NIPPLE SECURE WITH (4) #12.14 x 3/4' SDFs W LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4- SELF-DRILUNG FASTENERS GA TS POST RAIL 3/16• NIPPLE TO BASE RAIL RAFTER POSTIBASE BASE RAIL CONNECTION DETAIL lv Na To Stale ;1-R1 2h4. 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST)RAFTER CONNECTION WITH (4) #12-14 x 3)4' SDP%, (2) ON POST, (2) ON RAFTER /TS LEAN-TO RAFTER `2YYYY 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12-14.31W SDF's, (2) ON RAFTER, RAFTER POST (2) ON POST SIDE EXTENSION RAFTERIPOST DETAIL Net To Scab- TS LEG POST, 1') TS TS RAILS 6' TYPICAL NOT TO SCALE 1' SEE GENERAL NOTE No. 12, SHEET 1 OF 6. POST _ILEAN-TO RAFTER CONN. DETAIL Na To scale BECHTOL ENGINEERING Al 605WESTNEWYORKAVENUE ` DEIAND, FLORIDA 32720 CareTi®te oTAed;�;IaciSm No. 6493k \\\11111111)),�,// NG:1trcC •y ''�� TrgT :'•�: yq NO\�\\ /) IENG \\\�� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA mvpBECHTOL ENG/NEER/NG �" RR NTS AND TES MAerc oamxlw wtmlrr anmesmc w wmus mrc omvac e� FIR wuua: G18801 ' 78I SHEET50FS VERTICAL SIDE OPTION GIRTS (Typical) SEE TABLE `OPENING FOR SWINGING DOOR SHEET / WITH NONSTRUCTURAL HEADER 12 MAC OPENNG FOR RDLL-UP DOOR WITH TYPICAL END WALL OPENINGS POST/RAFiER/GIRT FRAMING PLAN NOT TO SCALE cj a 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 GIRTS (Ty{i-1) 1 1-11T 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 x 314' SELF -DRILLING FASTENER SPACED NOT NORETHAN48'0.C. OPENING .FOR SWINGING DOOR: J WITH NONSTRUCTURAL HEADER I�®I®I I®I�lili�l�l�l�l wl�l�l�l—I�I�I��I� ��Islel�l��l®IEN ICI ��!, I OF Ir- �.I,!I. � III!: � ■ � �\��I TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE -- - - - BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES •-- ROLL -UP DOOR SWINGING DOOR I gum L6NGTH i vNUFs 4 V fI P H t N l I II � l Ii1 I TYPICAL SIDE ELEVATION NOT TO SCALE _- TYPICAL END ELEVATION NOT TO SCALE �N�� AS) BECHTOL ENGINEERING` ND E571N(14. 6DS WEST NEWYORK AVENUI\ N �� DELAND. FLORIDA 32720 N '• I ceni6r of 'an No. 38536 O 'Thomas Berhm .E — 3T. .. Flontla Lirens Na. 38 (�•'• .(s q%F.. �' Ti} \ ��A..... �lv�� //I11111�1� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA .. . 121W18 BECNTOL ENGINEERING e - RR - - NTS AND TESTING, M . A saw o aoomm� w uuEaxs ns+sc ormava '� RR "'- G18DD1