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Home My WebLink AboutCARPORT PLANSFBC APPROVED PRODUCTS r 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. 28 Gouge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC BOB Flood Rap ELIXIR DOOR AND METAL COMPANY Series 402-14 ELIXIR DOOR AND METAL COMPANY Series 467 ASTA INDUSTRIES INC. Model 203 (17 Max: Width) CAROLINA CARPORTS; INC. Steel Roil Up Sheet Door(17 Max. Width) MI WINDOWS AND DOORS Model 185'SH APPROVAL No. B DATE QA EXPIRATION DATE FL6596.1-R5 04/0527 10/10/17 FL6702.1-R5 03114/27 10/10/17 FL17381.1-R2. 09427119 1OW17 FL17996.3-Rl 12/03/18 0129H8 FL17996.5-R1 09/1420 0129118 FL8888.1-R5 12/311118 10/06/17 FLIS806.1412 11/11/26 01/10/15 F1.17499.1412 10/17/18 1229117 MAXIMUM ALLOWABLE TABLE 1 RAFTER FRAIic, AND POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS WIND SPEED AVERAGE FASTENER SPACING ONCENTERS ALONG RAFTERS OR " - OPEN ENCLOSED PARTIALLY ENCLOSED RISK CATEGORY WIND EXPOSURE CATEGORY ULTIMATE WIND SPEED (MPH) NOMINAL WIND SPEED '(MPN) MAXIMUM POST/RAFTER SPACING (FEET) PURLINS, AND POSTS OR GIRTS (INCHES) INTERIOR POSTS/RAFTERS END POSTSIRAFTERI 180 180 180 1 C 110 TO ISO 89 TO 116 5.0 6 6 180 180 180 151 TO 180 117 TO 139 4.0 6 6 WA WA " WA NOTES: 1. Specifications applicable to 26 gauge metal roof and Wall panels fastened directly to 12 or 14:6au8a steel tube framing, or 1S gauge hat channel roof pudins. WA " 158 138 2. Specifications appkt le 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 rom,i.nn.nnl�(n. i.N.n-.....I A..I..V/'n....J/ ..1 ...� WA 165 147 N/A 180 174 14 WA 158 1311 16' WA 175 157 JE 18; 0 20 NOTES 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTTUTED FOR -DIFFERENT PRODUCTONES ANO9R MODELS; PRONDED THE FOLLOWING CONDrroNS ARE MET: A PRODUCT SHALL HAVE A VAOD FBC PRODUCT,APPROVAL: ' B. COMPONENTS AREINSTALLEU ACCORDING TO MANUFACTURERS INSTALLAT10t1 Rt:OUR@AENTS. 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTIMED PRODUCTS HEADERS AND WINDOW RAILS MAY BERAISED OR LOWERED AS P.ECESSARY TOACCOMODATE SUBSTITUTED PRODUCT GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAILANCHORAGE OTHER DESIGN ISSUES; INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRES_S, 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+IABITABL.E UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF 6UPPORTING DEAD LOAD OF THE STRUCTUREAND APPLICABLE LIVE AND WIND LOADS IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN; INCLUDING DOORS, WINDOWS,OR OTHER COMPONENTS NOT LISTED IN THE FBCAPPROVED . PRODUCTS LIST SHEET), AND NOT PROVIDED AND INSTALLED BY. CAROLINA INC.; WHICH EXERTADDITIONALI_OADS ON TNESTRUCLRE SHALL BE ATTHE.OWNER'S RISK BECHTOL ENGINEERING AND TESTING. INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FATLURE'DUETOTHE APPLICATION OF ADD.ITIONALLOADS. ' 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) ATTHE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. S. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER ALL SHOP FRAMING CONNECTIONS SHALL ISE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SIAB"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 C71Is: 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 FOOTINGANDIOR 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 ATI252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POSPRAFTER 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 SDOH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PEE IS ASSUMED. 11. 14 GA FRAMING: 2-12' x 2-12' TUBE STEEL (TS) WITH 2-1/4' x 2-1W TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH 2' z 2' TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS. MUST HAVE 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 ENCLOSEDAREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEETS OF 6. 24 26 28 '30 ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS ' 120''.A30 A40",;'-150_ 160 .170 180. AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS 01AniD- Mory FOR CONSTRUCTION IN THE STATE OF FLORIDA -- - - -- -:- PREPARED FOR: -- '- CAROLUA CARPORTS, INC. -- � 48•AII'1- _ - P.O BOX 1263 4 Deta11C DOSSONj NORTH CAROLINA 27017 PREPARED BY r B_ ECHTOL ENGINEERING AND TESTING, INC. _A 60•AWpr - 605 WEST NEW YORK.AVENUE DetaT 1C: - DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 . C'AND 1D SHOWN ON SHEET4 OF-6 ILE Copy F � _ [► (. jR f9�1/THI'sISTOCFRIIFYYMT-THEMCLAflONgAND EWE��SNMPREPARED Ey UNDERSIGNEDPROFESSIONAL EEERANDAREN COp`�OMp�1- ACCORDANCE WRH_THE REQUIRUENJKEFiORIDABUILDINGCOPE� DIMNTTSSOOF(JS(mT�IO•N 16MOF VCIE COVNARECODEu4Ta THE NEXT REI`I DFTkfEIe RI(URDING ST • BOvv �� QS • GENSf? '''yT� �. i BECHTTOL ENB� EGNG AND-G, ING SCANNED 6a5 WEST NEW YO92AVEWE BY DEL 4ND. FLORIDA (Y = Cer611®ta of St. Lucie County F arms BerAfol. - ,. `T....... • • iv- CAROLINA BOW FRAME RAFTEI _ ' )EN CARPORT - HORIZONTAL R06,r BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROOD VENT. (Nv epplimNs) ROLL -UP DOOR SWINGING DOOR ROLL-NPDOOR SWINGINGDOOR (As applicable) (As appOmb10) (As applimble) (As appllmble) ENaoseDLENGTN vnRIEa = -- — _ TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION NOTTO SCALE NOTTOSCALE NOT TO SCALE NOT TO SCALE NOTTOSCALE 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 ROOD VENT (As applimble) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (Av eppOmGe) (A.s epplitable) (Ae epp0mhle) (Ae apPnmble) s TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE, ELEVATION NOT TO SCALE NOTTOSCALE 'NOT TO SCALE NOTTOSCALE - NOTTOSCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER_ ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROOD VENT W appOmble) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As aPpllcable) , (As ePpGceble)-- (As eppDmble) ' (AS eppOmble) . ENCLOSED LENGTH VARIES _ TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL:SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE - NOT TO SCALE NOTTOSCALE NOT TO SCALE NOT TO SCALE NOTTO SCALE 17- $o W- - CAROLINA/ 1111) FATS, INC. 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 "" " 12iev1e Nor TO SCALE NOTTOSCALE NOTTO SCALE A BECNTOL ENGINEERING - RR . NTS AND T UNQ Inc oamnva amm.xw. anmaaioe -o aaa¢aa nzea aaoms «� RR 1as 018001 '"""`TS 1 sHEE-r20P6 28,GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 Q3 24' 18 GA LLCHAIUIEL BRACE FASTENED TO RAFTER WITH al T22 x 3/4' SDF%AT EACH ENO (4 PER BRACE) TYPICAL `- INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOTTOSCALE SEE OPTIONAL N'-1N TO 30' TRUSSED RAFTER - BOW NOT TO SCALE INSTRUCTIONS 12 �U-CHANNEL 2A' 1 FASTENED TO RAFTER MATH (2) #12-14 x 3/4' SDPe'AT TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE -HORIZONTAL ROOF NOT TO SCALE .. . 8'--i 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER. MANUFACTURER'S INSTALLATION INSTRUCTIONS UCHANNEL BRACE ) TO RAFTER WRH x3T4' SDPs AT 1(4 PER BRACE) 24'� RAFTER >MMWRAFIERSPANI TYPICAL INTERIOR RAFTERWOST FRAME SECTION - VERTICAL ROOF NOTTOSCALE SPACED SEE TABLE 1 SHEET 3 10F6 4 LING VARIES OFFENDING ON NUMBER ANDSPACNG OF RAFTERS TYPICAL - - - - POSURAFTER FRAMING PLAN -VERTICAL ROOF :[giid- 0Ml'= 17NWLOPENNOFDR ROLLLP ODOR WINI NONBTRUOTWYL TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE WELD ALLWEB CONNECTIONS, BOTH SIDES W-1 N TO 30' TRUSSED RAFTER - BOTH SIDES 16 ROOF EXTENSION OPTION . BRACE (VTO 14' NGLE SHALLBE N 45' FROM HORIZT STANDING -TO FRAMING PLAN TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END. FRAMING PLAP U-CHANNEL BRACE ) TO RAFTER WITH x 3/4' SELF -DRILLING MAIN STRUCTURE i CAROLINA LA bkts, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENG/NEER/NG NTs mAM nWIM/O, Inc O0°` RR G18MI 0B.n0 ®I�L�FIMOIxQ11 xO WOG! RAxO 001m0 ,�,e �,.�.,,,-_ MINIMUM l . LL 12'x MINIMUM 50Z 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 2-12' EMBEDMENT MIN.) CONCRETE BASE RAIL ANCHORAGE In NWTo Smb DRILL 5W.HOLE THROUGH THE BASE RAILAND SECURE TO ANCHOR EYE WITH 12' DIAMETER THROUGH43OLT RAIL (SEE GROUND ANCHOR SCHEDULE; SHEET 1 OF 6, FOR REQUIRED ANCHOR) L CONTINUOUS4'. CONCRETEPAVEMENT - EYE ANCHOR : - CONCRETE BASE RAIL ANCHORAGE �� NotToSmW (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEETMINIMUMEDSE DISTANCESHOWN IN DETAD_ 1B) TS TRUSSED RAFTER CHORD, / OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ WINDOWFRAMEPOST 2 'jO 16 GAANGLE CUP SECURETO POST (EACH SIDE) TS SASE/WINDOW RAILOR AND RAFTER CHORD/RAIL WITH NONSTRUCTURAL HEADER (4)E12-14 x 3/4' SDPs, (2) ON 12GAIFROLL-UPDOORFRAME) TOP OR BOTTOM, (2) ON SIDE NOTE AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POSTTO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAII Not To Scale 24' 48' 1i INSTALL 12' x MINIMUM S.1/21D0'ANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE 10 NatTOSmle (OPTIONAL- OPEN CARPORTS ONLY) :BOX SAVE. RAFTER/POST DETAIL N.'. NotTOSmie' - TS RAFTER (?) 16 GA CUP m RAIL Y•TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale TO TS CONTINUOUS BASE RAIL EYEANCROR 5W ROD 48' LONG WTIH 8' HELIX OR SIS'ROD 60'LONG (SEE GROUND ANCHOR WITH T HELD, SCHEOULE,_SHEET TOF B, ASAPPUCABLE FORAPPUCABRTIY) BASE RAIL DEEP ANCHORAGE Not ToScals 3' TS BOW RAFTER DRILL SI8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH /!P DIAMETER THROUGHSOLT -24' 18 GA UCHANNEL BRACE (S TOT POST) 48' 16 GA UCRUWNEL BRACE (S'TO IC POST) BRACE ANGLE SHALL BE MIN. 45 TO MAX:60' FROM HORIZONTAL I W LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4)012-14x 3W SELFDRILLNG FASTENERS BOW RAFTER/POST DETAIL Not TOSeale ' TS CONTINUOUS BASE RAIL EYEANCHOR U (SEE GROUND ANCHOR SW ROD 3(' LONG SCHEDULE; SHEET OF 6, WITH DBL 4'HELD( FOR APPLICABILITY) 8BASE RAIL ANCHORAGE ILJ NW TOS®la 6' LONGTS NIPPLE SECURE POST TO NIPPLE WITH (4) 012-14 x 3W SDPs CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL ' Not TOSmle —IS POST (12 GA IF ROLL -UP DOOR FRAME) 2 x 2 x 215 GA ANGLE CLIP OF BECHTOL ENGINEEfflh ,►Nb1�$#iN�e�lNC. ;;;",—WGSECURETOPOSTANDTOP HEADER, OR BOTTOM OF WINDOW, 60S WESTNEW YORKAVB�U�1 DEIAND, FLORIDA RAIRTWITH (4) 812-14 x314'SDF's TOP OR BOTTOM, (2) ON SIDE CeNfnale W •. Llj[� 7 <TS ` 0< / 7 ; NONSTRUCTURAL HEADER Thomas 4YY1t al, P �{ (12 GA IF ROLL -UP DOOR FRAME) Fbrlda:.:!: 9 No %�� •'• STATE OF : • <[/ TSWINDOW RAILOR GIRT T,[ FOR VERTICAL SIDING OPTION �••• •. F(OR10P.•_'` �� i /j `'�51� . • • ..... • laG �� NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale CAROLINA GENERIC PLANS FOR USE IN THE STATE OF FLORIDA lwwl6 BECNTOL ENGINEERING ; 6 RR NIS ANO TESMa Ina aeanio mimw,a on7nsvmi. sO xxeeu,os omma RR 1YY0i 618001 '••'••'�'•"� I"TB I SHEET4OFa 25Q'X1.16 GAAHGLE CLIP SECURETOPOSTAND RAFTER WITH (4) #12-14 x 3/4' OF TS (�i�END POST/RAFTER CONN. DETAIL Na ro seas 1-12'x 1.1r' x r 16 GA CLIP ANGLE SECURE TO RAFTERPOSTANDGABLE RAIL VAH (4) #12.14 x3)4' SDFs (2) ON TOP; (2) ON SIDE TS RAFTER POST 1-12'x 1-12; x r 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITFI (4) #12-14 x 3/4' SDF's, (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST _CONNECTION DETAIL 1 IM Net TOSmib 16 GAUGE UCHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3W SDFS AT EACH END (4 PER BRACE) BRACE SECTION WTOSmle RAFTER POST/DBL. HEADER DETAIL Net To Seale P ANGLE AND GABLE RAIL WITH (4) TOP AND BOTTOM 14tCx 1-12'xr 16 ON BOTTOM POST —TS GABLE RAIL SELF -DRILLING GABLE RAIL TO RAFTER POST .CONNECTION DETAIL 1 to NOTc Sc41e 1-12' 1S GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WTIH (2) 012-14 x 3/4' SDF SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Seale 118' RAFTER POST NIPPLETO DBL HDR: HEADER ��RAFF2TER STHEADER DETAIL S'LONGTSNIPPLE SECURE WITH (4) 912-14 x 3R' SDF% x 3/4' 24' 16 GA UCHANNEL BRACE (6 TO T POST) 48.16 GA UCHANNEL BRACE IS TO 14'POST) BRACE ANGLE SHALL BE MM. 45' TO MAX 60' FROM HORIZONTAL TS WAFTER POST SIDE EXTENSION RAFTER/POST DETAIL Nm 7o 6fele ' ' TYPICAL FLOOD VENT FRAMING PLAN NOTTOSCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. 10 N/ aTOSale (2) S' LONG TS NIPPLE SECURE EACH WITH.(4) #12-14 x 3/4' SELF-DRILUNG FASTENERS 1-12 GA TS POST POST 2w 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) 012-14 x W SDPa (2) ON POST, (2) ON RAFTER /TS LEAN-TO RAFTER 314' POST / LEAN-TO RAFTER CONN. DETAIL � Not TO Style IH _\GENSF''.'S��f�' Fladbe Llomse' c �(ORIv;:•' �/Illlllill\\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA ray.- wm - 1718116 . RBECNTOL ENGINEERING RR ws WE AND?WIN%em. RR 'd'e1 G18001 TB I SHms OFe