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Home My WebLink AboutCARPORT PLANSFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED PRODUCT CATEGORY , SUBCATEGORY MANUFACTURER APPROVAL No. $DATE QA EXPIRATION DATE OPEN ENCLOSED PARTIALLY ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 26 Gauge AG -Panel FL6596.1-R5 16/10/17 '04/05/27 180 180. ISO STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-RS 03/141127 180 180 26 Gauge AG Panel 10/10/17 160 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.14R2 0927/19 N/A - - WA W6 Flood Flap 10/03/17 N/A " EXTERIOR DOORS SWINGING ELD(IR DOD AND METAL COMPANY FL17996.8-Ri 09/14/20 WA I 158 198 Series 402=14 0=9/18 - EXTERIOR DOORS SWINGING " ELDOR DOOR AND METAL COMPANY FL17996.5•R1 09/1420 WA I 165 147 Series 407 01129/18 . EXTERIOR DOORS ROLL -UP ASTA INDUSTRIESINC. FL8868.1-R5 12/91/19 WA 180 174 - Model 203 (12 Max. Width) 10/06/17 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS; INC. FL16806.1-R2 11/11/20 WA 158 138 . Steel Roll Up Sheet Door (12' Max. Width) 01/10118 I WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R4 10/17/23 WA 175 157 Model 185.SH 12/29/17 NOTES: 1. DOORS AND WINDOWS SHOWN WY.BE SUBSITTUTED;FOR. DI FF.ERENTPFIODUCT LINES ANDlOR MODELS, PROVIDED THE FOLLOWI NG CONDITIONS ARE MET: A. PRODUCTSHALL HAVE . . : .. VALID.FSC PRODUCTAPPROVAL' B. COMPONENTS ARE INSTALLED' ACCORDING TO MANUFACTURERS INSTALLATION REOORIEMENTS. 2. FRAMING CON NECTIONSPORDOORAND WINDOW FRAMES REMAIN THE SAMEFORSUBSTITUTED PR SUBSTITUTED PRODUCT. ODUCTS HEADERS AND_WINDOYJ RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE ' ' ' .. - .. " . ... .. S 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 SLIT 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 I) CAPABLE OF. SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS: IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN,,INCLUDING.DO;QRS, WINDOWS•OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS.LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS; INC.; WHICH.EXERTADD1710NAL_LOADS ON; THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING; INC., SHALL NOT BE RESPONSIBLE FOR: STRUCTURAL DAMAGEORFAILURE 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 REINSTALLED ACCORDING TO FLORIDA. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURESREOUIRED BY THE FLORIDA BUILDING CODE (FBC) AT -THE LOCATION OF THEBUILDING WITHIN THE STATE OF. 1.- - - 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-04 x 3/4• SELF DRILLING SCREWS WRHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2600 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. 'CONCRETE SLAB FOUNDATIONS SHALL BE -REINFORCED WITH 6X6-W1 AXWI .4 WELDED WIRE FABRICCOMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C7116. 7. -BASE RAIL GROUND ANCHOR. REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE .RAIC IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FORCONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. A. CONCRETE ANCHORS SHALL BE TAPCON.REDHEAD 'LDT M" x 5" OR EQUIVALENT OR WEJ4T ANKR-TI TE MODEL AT7252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POSTAAFTER 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 BOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-112" x 2-1/2• TUBE STEEL ITS) WITH 2-1/4• x 2-1/4' TS.NIPPLES. 12 GA FRAMING: 2-1/4• x 2-1/4" 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 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 ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/RAFTER _ (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR ,END FEGORY CATEGORY (MPH) - (MPH ) (FEET) POSTS/RAFTERS POSTS/RAFTER! . 151 TO 180 117 T0.139 4.0 6 6. NOTES: 1, SpeCifloaOons 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 purllns. 2. Specifications applIcabI6 only for mean, roof height of 20 feet or less, and roof slopes of 7° to 27• (1.5:12 to.6:12 pith). Spacing .requirements for other roof heights andfor slopesmay.vary. . . 14 16 18 20 22 24 26 . 28 ON SHEET METAL CARPORT INSYALLATION 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 Authoi¢ation. No. 000105492 SCANNED RECEIVE®' BY St. Lucie County APR 2 6 2019 ST, Lucie County, Permitting THIS ISM CERTIFY THATTHE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BYTHE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE VAUD UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. %\\\\I1111 UL'IIl'I/177 u0)ja---NO.3 38 T STATE OF �islS/�.'..... •mow\�%\w��\ CA1tOLI14A CAR0bM ZINC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2f12/19 BECNTOL.ENG/NEERING ; RRAND 7ESANG, I= mmurs rmmpcu, MmEWm�"um yPmua room Proms RR "� G19001. BOW FRAME RAFTEL_ _PEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING -.HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL BOW RAFTER GABLE END. ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF TYPICAL END ELEVATION NOT TO SCALE - VERTICAL ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE - - NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOTTOSCALE TYPICAL SIDE ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP (As app TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR (As applimhle)(As appllwWe)l TYPICAL END ELEVATION NOT TO SCALE `o % j 11 1 III /^7I'/ P STATE OF CAROLINA GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 7H7/78 JU BECHTOL ENGINEERING,RR .�,- Nrs . AND TES77NG, Inc mmanc o�rq oemtlplmM, ue Wmwa nsnc aoimu �� .uaw G78W7 26 GA. GALVAN--,.'',. ETAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 (2) ft12-14 x L4' SDPs AT EACH END 14 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE SEE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOTTOSCALE 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS NI STALLATION INSTRUCTIONS 12 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURERS INSTALLATION INSTRUCTIONS r14TY IS GAUGE FURRING IgMIL-l4xyp ours Al 24'16 GA U-0HANNEL BRACE EACH END (4 PER BRACE) FASTENED TO RAFTER WITH w (2)#I2-14x3/4'SDFs AT 24' MAXMUM RAPIER SPAN ON SINGLE RAPIER EACH END (4 PER BRACE) -26 TO W'RAFfER SPAN REWIRES A MUSSED RAFTER 1 W -ASSHOMONTHISSHEET 4 -' MMAXIMUM RAFTER SPAN ON SINGLE RAFTER .2P TO W RARER SPAN REOUIRES A TRUSSED RAFTER TYPICAL INTERIOR RAFTER/POST,. FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOTTOSCALE SEE TABLE 1 O.C. 3, 4' SEE TABLE 1 SHEET TOF6 6 LENG VARIES DEPENDING AND SPACING ON NUMBER. OF RAFTERS - TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF l:ll�lb'1«sl�a TYPICAL END -WALL OPENINGS POSTfl2AFTER FRAMING PLAN NOTTOSCALE OPTIONAL 24'A" TO O 30' TRUSSED. RAFTER'- BOX EAVE NOTTOSCALE 24716 GA UCHANNEL BRACE (5- TO T POST) 4B' 16 GA U-CHANNEL BRACE (S' TO W POST) .BRACE ANGLE SHALL BE MIN. 30- TO MAX. 45- FROM HORIZONTAL TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOTTOSCALE OPTIONS 6DDI10. 54 O, 38 3 •'I CAROLINA/dA,,R ;:}1dC, GENERIC PLANS FOR USE IN/�k h TE OF FLORIDA 2JI2119 RECHTOL ENGINEERING P�« ,� •P,� . Ms . -. . AMP AND 7E677NG, Inc PLAN aw.m rrw.oau,. hwemD4. nm 1Wmu mn,o Dw®D °� RR 1O1 GIODO1- NP°"aTB I SHEET30F8 REDHEADLDT EXPANSION ANCHOR EACH EVERY END TIONS MBEDMENT SA CONCRETE BASE RAIL ANCHORAGE Not To Sce1e DRlLL'5V- HOLE,THROUGH THE r2-WASHERS BASE RAIL AND SECURE TO //II ANCHOR EYE WITH 12' DIAMETER TS CON THROUGH_BOLT� �TN SASERAIL (SEE. GROUND ANCHOR MINIMUM 4' SCHEDULE; SHEET I OF 6, FOR REQUIRED ANCHOR) L CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR-----' 4: S�1 CONCRETE BASE RAIL ANCHORAGE Not To Seale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EWE DISTANCE SHOWN IN DETAIL 18) TS TRUSSED RAFTER CHORD. )R NONSTRUCTURAL HEADER ITS END POST OR DOOR/ WINDOW FRAME POST 2'x252.16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD)RAIL W TTH (4) #12-14 x 314• SOPS, (2) ON TOP OR BOTTOM; (2) ON SIDE NOTE AT ROLL -UP DOOR OPENINGS, POSTSHOULD BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLYON SIDE OPPOSITE THE OPENING. 2 GA IF ROLL -UP 4 Scale TO RAIL, TRUSS CHORD, OR 'TRUCTURAL HEADER CONN. INSTALL 12' x MINIMUM 6' TAPCON REDHEAD LOT ANCHOR OR 12' x MINIMUM S-12' EXPANSION ANCI THROUGH BASE RAIL WITHIN 8' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL'POST ALONG END WALL SECTIONS MIN. 6' - MINIMUM 2-12' EMBEDMENT MINIMUM4' CONTINUOUS 4'CONCRETE PAVEMENT' r CON CREiTEiBASEIRAIL�iANCH GE. �� =NctTo Sceta -(OPTIONAL-OPEN CARPORTS ONLY) 2A'1 48' 16 PLE TO NIPPLE WITH SDPs �1 BOX EAVE RAFTER/PO$T DETAIL 2A Not To Scab TS RAFTER POST 1-12'x 1.10x2.16 GA CUP ANGLE SECURE TO. POSTAND BASE RAIL WITH (4) 012-14 x 3W SDn, (2) ON TOP, (2) ON SIDE �TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. •' Not To Style DRILL 618' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER THROUGH -BOLT DRILL 5V HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12• DIAMETER EYEANCHOR 6/8' ROD 4B• LONG ' WTIIi 8'H'OR OR 5/8-ROD 6U'LONG (SEE GROUND ANCHOR WITH T HELIX, SCHEDULE, SHEET 1 OF.6, AS APPLICABLE FOR APPLICABILITY) 8BASE RAIL DEEP ANCHORAGE Nd To Scale NOSCREWS REQUIRED IN BOW SEND 3' BOW RAFTER 24. 16 GA U-CHANNEL BRACE IT TO T POST), 447 16 GA UGHANNEL BRACE (S' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45- TO MAX. 60' FROM I10RQONTAL p SECURE �1 BOW R?LFTER/POST DETAIL Not T. Sral. (12 -Y x Y x 2' 16 GA ANGLE CLIP SECURE TO. POST ANDTOP. OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) 912-14 x 314-SDP`s (2) ON TOP OR BOTTOM, (2)ON SIDE (12 RAIL OR GIRT \L SIDING OPTION TO TS CONTINUOUS BASE RAIL EYE ANCHOR (SEE GROUND ANCHOR 51W ROD 3C' LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4'HELIX FOR APPLICABILITY) 1D' BASE RAIL ANCHORAGE Not To Seel. S' LONG TS NIPPLE SECURE POSTTO NIPPLE WITH (4)#12.14 x 314' SDPs RAFTER POST CONTINUOUS BASE RAIL 3 POST/BASE RAIL CONN. DETAIL Not To Seeb 6 i �` •' STATE OF /'/Si�IQNAL ENG``• NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC. RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Not To Scale BECHTOL ENGINEERING AND TE6TIN0, Ina eoeww �xeo.u� omcNA:nx. xo Yuoexe imw Dome o.srawae�,ema.v NIPPLE NCH WITH 31C ING FASTENERS TS END RAFTER POST DOUBLETSHEADER W UN n T, (2) ON RAFTER 2 GA TS POST 3/18- NIPPLE TO DBL HDR ENUOST/RAFTER CONK DETAIL 0 RAFTER POST/DBL. HEADER DETAIL � RAF ER POST/HEADER DETAIL 8 Not To Seale ' Not To Scale - 1-10,x 1-12' x Y 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 012.14 x 31C SDFb TOPAND BOTTOM NIPPLE TO 3/16' 6'LONG TS NIPPLE RAFTER SECURE WITH(4)#12-14 x S14'SDFS TS RAFTER .17 LONG TS NIPPLE 1-12'x 1-1/2x2.16 GA CLIP SECURE POST TO NIPPLE ANGLE SECURETO RAFTER WITH(4) 012.14 x 314' SDPs,AND GABLE RAIL WITH (4) 1-12'x1-12' x716GACUPANGLE#12-14 x 3147 SOPS, (2) ON TOP, rRAFTER SECURE TO RAFTER AND GABLE 2'x 1-12'x2'18 GA (?)ON BOTTOM RAIL WITH (4)#12;14x3/4'SDFe, P ANGLE SECURE TO (2) ON TOP, (2) ON BOTTOM POST AND GABLEIL WffH (4) #12-0t x 3I4' SOFs - - ON TOP, ON SIDE TS GABLE RAIL GABLE RAIL TO RAFTER POST %1 CONNECTION DETAIL � NotTo6eaie 2-1/4' FOR 16 GAUGE UCHANNEL BRACE FASTENED TO THE POST AND RAFTER wTIH (2) #12-14 x 3/4-SOPS AT EACH END (4 PER BRACE) BRACE SECTION No3TO Scale POST ITS GABLE RAIL 2-14 x 3(4' Jj,-E--TS RAFTER POST . GABLE RAIL TO RAFTER POST CONNECTION DETAIL Io Not To Smi. '- 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 912.14 x 314' SOP SPACED _NOYMORE THAN 48- O.C. 26 GA. METAL ROOF PANEL R60I. iPAN ELZAnIACHMENT�� U,'�(AL-TERNATE F`6ORyVERTIaLTROOF.PANELS),:�_-I 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF-0WU, FASTENERS - 12 GA TS POST TS BASE RAIL NIPPLE /TO RASER BASE RAIL RAFTER POST/BASE �. BASE_ RAIL CONNECTION DETAIL Not To Scale POST 16 24.16 GA UCHANNEL BRACE (u" TO T OSn �2Wgx2' 16 GA ANGLE CLIP •48. 16 GA U�HANNEL BRACE (S TO 14' ST) SECURE TO POSTAND BRACE ANGLE SHALL BE MIEN:46' RAFTER WITH (4) #12-14 x 314- TO MAX 6W FROM HORIZONTAL - - SDPs, (2) ON RAFTER, .. TS RAFTER POST1. (2) ON POST, SIDE EXTENSION RAFTER/POST DETAIL Not TOSm TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. POST / LEAN-TO RAFTER CONN. DETAIL. Not To Scale �\\ I LI 1111/1/1 o N 38 = S36 / STAT IDA �'��NgLI EN�?��`�• CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING AND TESAND, 1n riu�>� �wmmMAMOi. uo IWmw nano Dome w VERTICAL SIDE OPTION GIRT (Trolm SEE TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOTTOSCALE ' 'WINGING DOOR JCTURAL HEADER BOX EAVE FRAME RAFTER ENCLOSED. BLDG : VERTICAL SIDES TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL NOTTOSG GIRTS (TVPIw9 1-1& 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WfTH (2) #72-14 x 314• SELF -DRILLING FASTENER SPACED NOT,MORE THAN 48. O.C. OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER ISM I �I®ICI®101�!•I�ISI�I Il�I�I®101 el ®I�� I —I —I �I I�ISI—I�ISI®I��ISI�I�I o � Ili r=1 �\■ I i PF TYPICAL POST/RAFTER/GIRT FRAMING PLAN _ NOTTOSCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROLL -UP DOOR SWINOIN TYPICAL SIDE ELEVATION NOTTO SCALE 4 4 BECHTOL ENGINEER INZ AND7ESTING, 4 605 WEST NEW YORK AVEN DELAND, FLORIDA 3272011 vs—n—am : • Ii7 • ;yam Cerff"WofAuth - onN TYPICAL END ELEVATION NOT TO SCALE — - homes Becht , P.E,' I � d�• � � F1o,Ida ucehse y • ••:;C(O. O/P I110 CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA � AU BECNTO2/17/18 L ENGINEERING se< _ - HTS AND.TESDNO; I ��,�Ky, � You nsnn nraeve °� RR 'a' G79001 ��w"•`""�' .. ""°"9°TB I SHEETe OFS