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Home My WebLink AboutConstruction PlansFBC APPROVED PRODUCT IST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE QA EXPIRATION DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC PL17381.1-R2 09/27/19 8x16 Flood Flap 10/03117 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R1 09/14/20 Series 402-14 01/29/18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-Rl 09/14/20 Series 407 01/29/18 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11120 Steel Roll -Up Sheet Door -V Wide 06118119 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 Steel Roll -Up Sheet Door - 10'Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 11/11/20 Steel Roll -Up Sheet Door-12' Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11111/20 Steel Roll -Up Sheet Door - 16'Wide 06118/19 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES, INC. FL8888.01-R5 12/31/19 Model 203 - Max. 12' Wide 10/06/17 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 10/17/23 Model 185 SH 03/27/19 MAXIMUM ALLOWABLE WIND SPEED PARTIALLY OPEN ENCLOSED JENCLOSED 180 180 180 180 WA I NIA WA WA NIA NIA WA N/A N/A 180 1 180 WA 156 165 180 ISO 179 155 180 175 TABLE f f " RAFTER FRAME L.. , _ .,"OST, GROUND ANCHOR AND PANEL FASTI,_ SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS ' WIND ULTIMATE NOMINAL I POST I RAFTER (INCHES) INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTER: I I C 151 TO 180 I 117 TO 139 1 4.0 1 6 6 N/A NOTES: 1. Specifications applicable to 26 gauge metal roof and Well panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof puriins. 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. 147 180 110 120 130 140 150 12 172 14 30' Anchor d 16 DelzfldD 18 154 133 F= CD 20 48'Ancho Detail lC 174 0 J on 24 28 157 in NOTES: 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 MANUFACTURERS INSTALLATION REQURIEMENTS. 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. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS DETAILS 1C AND 1 D SHOWN ON SHEET 4 OF 6 _ L6 ..�.nl��eicn V0R 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. 00005492 Please Contact our GENERAL NOTES: i Scheduling Dept. with your 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 PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. Permit Number 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. II 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 CAF 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 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 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) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2' x FOR EQUIVALENT OR WEJ-IT ANKR-TITE 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 2-112' TUBE STEEL ITS) WITH 2-1/4' x 2-114' TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2-1/4' TS WrrH 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 APPRQVEDDPPRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5OF 6. (800)670-4262 Jill `G CroCaiorCS LU _ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AVBECHTOL ENGINEERING RR AND TESMa a.n n� oo��m�ras.>o.e�o�mw+c-�roi�rmma RR -u�u.emamm n.-m TB BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL.SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT -VERTICAL ROOF 7at TYPICAL BOW RAFTERGABLE END ELEVATION NOTTO SCAL F . BOW FRAME RAFTER ENCLOSED BUILDING -HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT(AS eppUMNO) � ROL4UP DOOR SWINGING OOOR en,l�,cnnnv nmmrwnnm. TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF NOTTO SCALE NOTTOSCALE RAFTER ENCLOSED BLDG -VERTICAL ROOF we TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE 'NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOTTOSCALE (AvePPUMMe)-, (As TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL-0p.DOOR SWMGMG nO TYPICAL SIDE ELEVATION NOT TO SCALE - TYPICAL END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION IGQ ELEVATION NOT TO SCALE s�LET TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE 6rC CAROLINA CAR2PORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA mfina mop BECHTOL ENGINEERING ^-- RR; - NTS - Al AND TESMC,1 e. mwmcancwo..�,amm��zrevn,eocmo '� RR 1041� 619WI TB I SHEETi OF r 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 24.16 GA LLCHANNEL BRACE FASTENED TO RAFTER WITH (2) 012.14 x 3I4• SDF%AT EACH END (4 PER BRACE) NGLE RAFTER mmw R.Y rm TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOTTOSCALE SEE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE DOF PANELS MANUFACTURERS TYPICAL INTERIOR RAFTERIPOST. FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOTTOSCALE - SEE TABLE 1 SRFFT METAL ROOF PANELS INS PER MANUFACTURERS '24' 16 GA U•CHANNEL BRACE FASTENED TO RAFTER WITH (2) 11112-14 x 3f4' SDPaAT EACH END (4 PER BRACE) TYPICAL INTERIOR - ... _�RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOTTOSCALE— I1? 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 i 3W SELFORILUNG a,- II 7 S 4 SEE TABLE 1 SHEET IOF6 . LENG VARIES DEPENDING ON NUMBER ..ANDSPACINGOFRAFTERS - TYP )CAL POSTIRAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE' OPTIONAL 24'-1"TO 30' TRUSSED RAFTER - BOX EAVE —S (4 TYPICAL BOW RAFTER GABLE END. FRAMING PLAN NOTTOSCALE 1 REVIEWED FOR BRACE I WITH FILE COPY ROOF E%TENSION OPPON v MAIN STRUCTURE v lEW-TOOPvfION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (ROTH nP7MWM ..gwAl #j% Z4'16 GA U-CHANNEL BRACE(& TO T POST) BEC6� IGIN •EK 46' 16 GA U-CHANNEL BRACE (B TO W POSING AND [I'6 T) , INC: 665 YORKAVENy BRACE ANGLE SHALL BE MIN. Ur O FLOI6DA 3B O 32pm• J TO MAX 45-FROM HORIZONTAL C"NII®te mhAEm 92 - 4 Zz Theme£a ,R.E A E O Pin alpf�- Flaib" UE S36 .e_ •....... ICAROLKAZAMORTS, INC. I GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AVBECNTIOL ENGINEERING RR 1. rtrs AND fEbT1N0. 4'e m.ueoenww-.. w."w.nen. nawovrmee "� "�"" G191 x""'g TB I SHEETS —INSTALL 12'x MINIMUM STAPCON REDHEAD LOT ANCHOR OR 1W x MINIMUM S-12• EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS I tl'T' o... �., u MONOUTHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2SSs CONTINUOUS 5 ,, C_QNCRETE-BASE RAIL CH012fCG 11.E YNe1 TO Scale DRILL BASE RAIL 24' 48' WD EVERY END SECTIONS S 2-12• EMBEDMENT CONTINUOUS 4'CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE .Not Te Brals (OPITONAL- OPEN CARPORTS ONLY) DRILL SIB' HOLE THROUGH THE �2*WASHERS BASE RAILAND SECURE TO ANCHOR EYE WITH I2' DIAMETER TS CONTINUOUS THROUGH•BOLT�BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE NO DRILL BIB• HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER OR TS CONTINUOUS BASE RAIL EYEANCHOR 1 111 SIB• ROD 48' LONG WITH S HELD( _ OR 5I8•ROD 60'LONG (SEE GROUNDANCHOR EYEANCHOR (SEE GROUND ANCHOR WITH 7• HELIX, SCHEDULE. SHEET-1 OF 6, SIB• ROD 30' LONG SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FORAPPUCABILRY) WITH DBL 4•HEUX FORAPPUCABUM �1 BASE RAIL DEEP ANCHORAGE Nm To Scale �„1 BASE RAIL ANCHORAGE 1✓ NMTo Scale 4G TS NIPPLE RE POSTTO NIPPLE (4)A2.14'x3I4•SDFs -WED FOR 4 '16 GA U7CHANNEL BRACE IS TO 7- POST) l 24 48'18GAAIFCHANNEL;eRACE(8'7014'PO.Sn Ic CODE PLJ/�►rv�+� r i TS RAFTER &12'V31BRACE O MA1L�fi0' FROMGLE ORIZOBE INTAL NIPPLE TO S E C� .• - BASE RAIL (SEE GROUND ANCHOR CONTINUOUS BASE RAIL SCHEDULE, SHEET 1'OF 6, MINIMUM 4' FOR REWIRED ANCHOR) 6"LONG TS NIPPLE SSECURE POST TO NIPPLE WITH(4)012-14x 3/4'SDPs 'LONGTSNIPPLE CONTINUOUS 4' ,_ SECURE RAFTER AND POST TO CONCRETEPAVEMENT NIPPLE WITH 012-14x 3W TS RAFTER POST SELF -DRILLING FASTENERS EYEANCHOR POST/BASEFRUOROPETXAIL �1 BOX EAVE RAFTER/POST DETAIL �e1 BOW RAFTER/POST DETAIL 3 N�Te6�e CONCRETE BASE RAIL ANCHORAGE No1ToScEb NPtToscam IG NMTOS®lo (OPEN CNRPORTSWHERESLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAL IS) TS RAFTER POST TS TRUSSED RAFTER CHORD, / OR NONSTRUCTURAL HEADER J TS END POSf.OR DOOR/ WINDOW FRAME POST 2'X2'X2' 16 GAANGLE CUP SECURE TO POST (EACH SIDE) 1-12' x 1-12' x 2' 16 GA CUP TS BASEWNDOW RAIL OR AND RAFTER CHORD/RNL WITH ANGLE SECURE TO NONSTRUCTURAL HEADER (4)512-14 x 3I4'SDPs,(2) ON POSTANDBASERAIL (12 CA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE WRH (4) 012-14 x 3/4• SDF%, NOTE: AT ROLL -UP DOOR (2) ON TOP, (2) ON SIDE OPENINGS, POSTSHOULD BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. TO 5] `I- TS CONTINUOUS BASE RAIL TRUSS CHORD, OR END POST/BASE RAIL CONN. ?AL HEADER CONN. DETAIL Na ro swe TS POST OF (2) ON TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NONSTRUCTURAL HEADER, WINDOW %1 RAIL, OR GIRT TO POST CONN. DETAIL Na ro scare ).H t.�P•'•.nFNS4z•• %. �i BE�NGIN�EERING AND SBS�TI96, INC. D�EL4D,FL�RIo �A38 —_ Ca mor a semi 92 ••' 11 : LU FbNtla BF/.nR\OP'•'•.CA . . ,SI ONAL �� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING q'R- RR ja NTT.. AND 1ESRNG, bm occ�aec.�vn,mae,e....ww,vw,,.,,me�asOm '� NR - ma.,m- c19DD1 '""1f6TB SHEET40 16 GAANGLE CUP x3w 1'N' i6 GA PLATE SECURE TO EACH SIDE OF TS END POST POSTA7AFTER CONNECTION WTM (4) 012-14 x 3N• SDPa, A (2) ON POST, (2) ON RAFTER r��ND POST/RAFTER CONN. DETAIL � Nol TOSmle cC L[�TI� 012.14 x SIP SDFS. I-lQ-x1-12•x 2" 16 GA (2)ON BOTTOM qJP ANGLE SECURE TO RAFTENPOSTAND GABLE RAIL WITH (4) Ot2-t4 x 3N' SOF'e (2) ON TOP, (2) ON SIDE TS GABLE RAIL RAFTER POST GABLE RAIL TO RAFTER POST i`\ CONNECTION DETAIL � �� Not TO Snb ' 2-1147.FOR 12 GA FRAMING 2.1Q' FOR 16 GAUGE UCHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) 012-14 x 314• SDPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 6' LONG TS NIPPLE SECURE EACH WITH (4) 012.14 x SN' SELF -DRILLING FASTENERS --12 GA TS POST S LONG IS NIPPLE SECURE WfiH (4)012-14 x SIP SELF -DRILLING FASTENERS DOUBLE TS HEADER NIPPLETO DBL. HDR. �1 RAFTER POST/DBL. HEADER DETAIL RAFTER POST/HEADER DETAIL Not To Smta Not To Scale 1.1? x 1•VTYx2' 16 GA CLIP ANGLE SECURE TO RAFTER POSTAND GABLE BAIL WITN (4) 012-10 x 314' SDF4. NIPPLE TO 3116' G' LONG TS NIPPLE TOPAND BOTTOM RAFTER SECURE WITH (4)012-14x aWSDP's TS RAFTER LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 012-11 x 314' SDF'e,� 14IZ'x I-IrF x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 012-14 x 3I4•SDF'x, (2) ON TOP, (2) ON BOTTOM ' 24. 16 GA U-CH NNEL BRACE (STOT POST) 48.16 GA UCHANNEL BRACE (V TO IV POST) RAIL BRACE ANGLE SHALL BE MIN. 45- TO MAX 6P FROM HORIZONTAL SELF -DRILLING I RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL 1 tC Not To Scale 1-Ilr 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 x 3I4• SDF SPACED NOT MORE THAN 48, O.C. 26 GA METAL ROOF PANEL �RDOF PANEL,ATTACHMENT,- ((ALTERNATE FOR VERTICAL ROOF PANELS) o1To SmIB IS L TS E SIDE EXTENSION �1 RAFTER/POST DETAIL Not To 6®la SEE GENERAL NOTE No. 12, SHEET 1 OF 6. 6• LONG TS NIPPLE SECURE EACH WTIH (4)012-14 x 314' SELF-DRILLNG FASTENERS GA TS POST BASE RAIL V \ BASE RAIL RAFTER POST/BASE �BASE RAIL CONNECTION DETAIL v Not To Scale CODE con ST. LUCIE 2-x4• t6 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) 012-14 x 3W SDF's, (2) ON POST, (2) OR RAFTER /TS LEAN-TO RAFTER 314• �ZPOST / LEAN-TO RAFTER CONN. DETAIL NM To Smle FILE COPY ONN\Illllllll//Ii � .'':6 sE cy�p� BEb GL ENGIN66ABE AND'iE RIG, INC. 6&WEFOO UE DBAND, FLORIDA 332T2(06��, Ctpt6fi/4taofAu1 �4xA6on lam: 7E = 111� ,T � ' C'C•'LI�. CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA SECHTOL ENGINEERING RR �.. ,� ANDTESL/NG, Aye. '� RR n c19001 TB SHEETSOFB VERTICAL SIDE OPTION GIRT ( wim SE TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE .WNGING DOOR 1CTURAL HEADER BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOTTOSCALE (As app0®Ne) TYPICAL END ELEVATION NOT TO SCALE GIRTS (Typical) 1 I -Ire 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER %MTH (2) 012-14 x 3W SELF-0RILUNG FASTENER SPACED NOT MORE THAN 4WD.C. r OPENING FOR SWINGING DOOR WI TH NONSTRUCTURAL HEADER �I�I�I®I®IlI�I��I Ie a era ni •� _ TYPICAL POSTMAFTERIGIRTFRAMING PLAN R VI WED FOR NOT TO SCALE - CODE COMPLIANCE ST. LUCIE COUNTY RO.CC EAVE FRAME RAFTER UTILITY BLDG TYPICAL SIDE ELEVATION NOTTOSCALE FILE COPY INC. ONAL '� IIIIIIIIuI�`` CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Mjr BECHTOL ENGINEERINGAjjjjj� AND TESIINQ Ne mmum® xemwrnaom.news.vi.arr+�se -� RR ^°"^ G791 TB SHEET{