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HomeMy WebLinkAboutCARPORT PLANSFBC APPROVED PR-, \JCTS LIST PRODUCT CATEGORY I SUB CATEGORY STRUCTURAL COMPONENTS I STRUCTURALWALL STRUCTURALCOMPONENTS:I FLOODVENT 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 Series407 ASTA INDUSTRIES INC. Model 203 (IT Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (IT Max. Width) MI WINDOWS AND DOORS _Model 185 SH APPROVAL No. & DATE QA EXPIRATION DATE FL6596A-R5 04/05/27 10110117 FL6702;11-R5 03/14/27 10110/17 FL17381.1-R2 09/27/19 10103/17 FL17996.3-RI 09/14/20 DI/29/16 FLI7996.5-RI 09114120 01/29/18 FL8888.1-R5 12131/19 10/06/17 FL16806.1-R2 11/11/20 01110/18 FL17499.1-R4 10117/23 12129117 TABLE! MAXIMUM ALLOWABLE RAFTER FRAME END I--,, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIRCA7 ONS WIND SPEED AVERAGE FASTENER SPACING ON=CENTERS ALONG RAFTERS OR OPEN ENCLOSED PARTIALLY ENCLOSED RISK CATEGORY WIND EXPOSURE CATEGORY ULTIMATE WIND_SPEED (MPH) NOMINAL WIND SPEED (MPH) MAXIMUM POSTIRAFTER SPACING (FEET) PURLINS, AND POSTS OR GIRTS (INCHES) 160 180 - 180 INTERIOR POSTS/RAFTERS END POSTS/RAFTERS C 110 TO 150 89 TO 116 5.0 6 6 180 180 180. . 151 TO 180 1 117 TO 139 4.0. _ 6 6 - WA WA WA NOTES: 1. Specifications a pliicable to 26 - - p gauge metal roof and mall panels fastened diiectiy to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof pur ins. WA 156 138 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 mDf.heights and/or slopes may vary. GROUND ANCHOR SCHEDULE N/A tss 147 METAL CARPORT INSTALLATION PLANS ULTIMATE WIND SPEED (mph) WA 180 174 110.,.120 130, 140 150 160:170 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS 12 WA I 158 I 138 WA 175 157 NOTES. 1: DOORS AND WINDOWS SHOWN.MAY13E SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A PRODUCT SHALL HAVE A VADOTTlC PRODUCTAPPROVAL- " ' 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 TO ACCOMODATE SUBSTITUTED PRODUCE - GE_ NERALAOTES: I. 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. - 3 LOAD OF THE STRUCTURE AND APPLICABLE NOT LISTED IN THE FBC'APPROVED - IE STRUCTURE SHALL BE AT THE OWNER'S (CATION 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. THEEBUILDING WfFHIN THE STATE OF FLORIDA. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14x W41-SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2560 PSI AT 28 DAYS THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE, REINFORCED WITH 6X6-W1 AXW1 A WELDED WIFE FABRIC COMPLYING WITH ASi1M A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7: BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 8' OFEVERY 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 7APCON REDHEAD LOT 112"x5" OR 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) - RESIDENTLAL, AND SECTION 1516:1 OF THE FBC SIXTH EDITION'(2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED: 11. 14 GA FRAMING:' 2-112' x 2-VTTUBE STEEL(TE) WITH 2-1/4- x 2-1/4' TS NIPPLES. ` 12 GA FRAMING: 2-1/4' z 2-1/4' TS WITH 2': x2- 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. 14 30' Anchor; 16 Detm11D 18 20 22 24 28 28 30 '- 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. 60'Andtar' 605 WEST NEW YORK AVENUE Deia0 IC DELAND. FLORIDA 32720 Certificate of Authorization No. 00005492 A OF 6 48' AnrJ Detail IC or - ETAILS 1 C AND 1D SHOWN ON SHEET l eiDY _ Q / THIS IS TO CERTIFY'THAT THE CALCULATIONS AND REVIEWED FOR SPECIFICATIONS HEREIN HAVE BEEN PREPARED 9YTHE UNDERGNED D ARE IN CODE COMPLIANCE ACCORDANCE WITH THE( EONAL QUIEMENTENGINES OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ST. LUCIE COUNTY ARE VAUD UNTIL THE NEXT REVISION O`1THE!5g. TDABUILDMG BOCCE R H. 8Fc/'''% P1/1 S•'�GENSE •'yT� BECHTOL ENGINFE AND TESzz�IN1�((��, INC.' 605 WEST NEWYORK AVE .NO. 3003II DELAND, FLORIDA 32TA Ce'uscste of No. LIJ — 3 > �; ?- ThamesBlcft l .E. Flodda Ucens o.3B53 . % .�-'•. FLOR SCANv EE) St. LuciieYCounty L CARPORTS, INC. GENERIC PLAN "'AR USE IN THE STATE OF FLORIDA 2 I2/1 BECHTOL ENGINEERING. RR Nrs . avo resnxc;Al E m� ..�� a�ru uo upows,anx oc�¢ RR "' G190f - - I.TSI SHEETII BOW FRAME RAFTER OPEN CARPORT - HORIZO, . ,L ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW r"ME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (A. ePplkabld) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As aPPliwble) (As eppOcaEle) (As applicbble) — = ENCLOSED LENGTH VARIES — — - � e 6x _— TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOTTOSCALE NOTTOSCALE 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 applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) As applicable) (As applicable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICALSIDE ELEVATION TYPICAL'END ELEVATION NOTTOSCALE NOT TO SCALE - NOT TO SCALE ' NOTTOSCALE NOT TO SCALE - 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_ FLOOD VENT (AsappOwbie), ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicoNa) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE NOTTOSCALE - - NOTTOSCALE NOT 70 SCALE NOTTOSCALE \\11111111 )� BECHTOL ENGINEERIN(�i 6D5 WEST NEW VORK AVEN* O DELAND. FLORIDA 32720 1" •, ce�01A Bon N 0, 38538 =_ '7•Y � - I omas Sechl P.E. FlOIIaa Ucansa o.385 F \ Pilo INA �q5�`��. GENERIC PLA USE IN THE 6'eAW-'d' FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE _ NOT TO SCALE NOT TO SCALE M BE HT/OL ENGINEERING • RR NTS avwnclL oeomala*a Wrwus nsan o.aava — RR "' 'G79001 Oj1°itlMOe°"iXi00"m ""a"`a TB SHEET20F8 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 Q3 24. 16 GA UCHANNEL BRACE FASTENED TO RAFTER WffH (2) A72-14 x 3/4' SDFSAT EACHENo (4 PER BRACE) 24' MAxJMUM RAFTER TYPICAL INTERIOR RAFTER/POST FRAME SECTION -BOW FRAME NOT TO SCALE TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME NOTTO SCALE SEE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCAT F METAL ROOF ERB PER MAN 12 3 '24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #i2-14 x 3f4' SDFs AT EACH END (4 PER BRACE) ON SWGLE RAPIER TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE SEE TABLE 1 C—i a 4 SEE TABLE 1 SHEET IOF6 LENG VARIES DEPENDING AND SPACING ON NUMBER OF RAFTERS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURERS INSTALLATION INSTRUCTIONS �1-12' 16 GAUGE FURRING 24. 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) 012-14 x 3,4' SDPsAT EACH END (4 PER BRACE) s2Y TO TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 x 3/4' SELF-DRILUNG FASTENER SPACED NOT MORE THAN 4W O.C. 6' TYPICAL POST(RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE l" TO 30' EAVE ROOF EXTENSION OPTION (BOX EAVE 24.16 GA UCHANNEL BRACE (5' TO T POST) 46. 16 GA UCHANNEL BRACE (8' TO IW POST) BRACE ANGLE SHALL BE MIN. 30' TO MAX. 45• FROM HORIZONTAL TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOTTOSCALE (2) 012-14 x 3/4• SELF -DI SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE W }FI I BEAN-OOAPPBBpLEAN IS APPLICABLE w BECHTOL ENGINEERRi'Nyyv� 605 WEST NEW YORKAvsNyq- .• DELAND. FLORIDA 3272j[` h^_ Cereficete No.3 38 _ _ OfAuIN nsl.No. 54 r cs anise 8& (ti -. Flo(He Ucee N 3 . Q STATE OF GENERIC P POR USE IN THE STATE OF FLORIDA 19 BECHTOL ERR Nf5NGINEERING - TS AND TESnNa I.. 4a�ma�.b nrr>�Nom� uo W>wA• �.m oomn °"� RR ra GlOD01.. °i�°•'•"'"`"m"�I """"s TB SHEET3OFR' MINIMUM INSTALL 12'x MINIMUM S-TAPCON REDHEAD U NSTALL 12' x MINIMUM 6' TAPCON REDHEAD LDT ANCHOR OR I2' x MINIMUM 5-12' EXPANSION A.:::;:.,2 ANCHOR OR I/r x MINIMUM S-12' EXPANSION ANCHOR DRILLS18' HOLE TH THROUGH BASE RAIL WITHIN 6' OF EACH THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND RAFTER POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH Ir WALL POST ALONG END WALL SECTIONS WALL POST ALONG END WALL SECTIONS THR 2-12• EMBEDMENT MIN.) %1 CONCRETE BASE RAIL ANCHORAGE � Not To Scale THE L CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR-----' �F CONCRETE BASE RAIL ANCHORAGE AE Not ToS[.le (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) WASHERS (SEE:GROUNDANCHOR. SCHEDULE. SHEET] OF 6, FOR REQUIRED ANCHOR) TS END POSTOR DOOR WINDOW FRAME POST 2'x2'x2' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) TS BASEIWINDOW RAIL OR AND RAFTER CHORD)RAIL WITH NONSTRUCTURAL HEADER (4)#12-14 x 3/4' SDFs,(2) ON (12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE NOTE ATROLL-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. DETAIL Y .._. _ EMBEDMENT CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE. RAIL ANCHORAGE �o Not To Scale (OPTIONAL- OPEN CARPORTS ONLY) 24.16 GA U-CHANNEL BRACE (S TO T POST) 48' 16 GA U-CHANNEL BRACE (S' TO 14' POST) BRACE ANGLE SHALL BE MIN.45' TO MAX. 60' FROM HORIZONTAL 6' LONG TS NIPPLE SECURE POSTTO NIPPLE WITH (4) #12-14 x 3)4' SDFs POST �1 BOX EAVE RAFTER/POST DETAIL Not TO Sole TS RAFTER 1-12' x 1-12' x 2' 16 GA CUP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 314' SDFs, (2) ON TOP, (2) ON SIDE 'TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scot. OR IN WASHERS BASE EYEANCHOR S)8' ROD 48' LONG WITH W HELIX OR SW ROD 60'LONG (SEE GROUND ANCHOR' WITH 7- HEM, SCHEDULE, SHEET i OF S, AS APPLICABLE FOR APPLICABILITY) ,_1 BASE RAIL DEEP ANCHORAGE ," NM TOSdo r7l a iM DRILL 518' HOLE THROUGH THE 2' WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DUIMETER TS CONI THROUGH -BOLT BASE RA TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, EYEANCHOR U (SEE GROUND ANCHOR 50 ROD 301LONG SCHEDULE, SHEET I OF 6. WITH DBL 4-HEUL - FORAPPLCABILITY) BASE RAIL ANCHORAGE � Not TO Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12.14 x 314' SDFs 4' 16 GA U-CHANNEL BRACE (S' TO T POST) VR:AIJF-TrFMR 8' 16 GA'U-CHANNEL BRACE (e' TO 14' POST) - TS RAFTER POST 8-12'RACE ANGLE SHALL BE MIN. 45' O MAX 60' FROM HORIZONTAL NIPPLE TO 3/16' _ BASE RAIL TS CONTINUOUS BABE RAIL 6' I LONG TS NIPPLE ECURE RAFTER AND POSTTO IPPLE WITH (4) #12-14 x=' ELF-0RWNG FASTENERS BOW RAFTER/POST DETAIL POST/BASE RAIL CONN'. DETAIL Gp � Not To sole - Not To Scale _ M1L27:4azd7dd1 '2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4)#12-14 x3/4'SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOORFRAME) TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Smle \\�\1111111//AA BECHTOL ENGINEEPIN pip S 11 i 605 WEST NEW YORK AE �T'.•' EN t•. Y �i DELAND. FLORDA 32720� Qom'• �.\G SF CeNflcate afA 4r25o o a .38538 Tlxlxl0e Ba . P.E. _ �• - - Florida Umn '` c `\ c iONA-\.. CAROLINA CgRIr`ORTS; INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AVBECHTOL ENGINEERING NTS AND TESNNG, Mo. .RR NTS ,o ova¢ caw kV" um Wnnx.a nmx yr a6O°x RR G19001 '^'Pe TB �SHEET40', �2k4' 18 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFfER CONNECTION WITH (4) #12.14 x 3/4' SDM (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Sale `1=VP x 1-11T x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12.14 x 314' SDPs, (2) ON TOP, 'z2'16GA (2)ON BOTTOM SECURE TO'�, IT AND GABLE ) #12-14 x 3/4' SDFs ,%nmcinc TS GABLE RAIL GABLE RAIL TO RAFTER POST %1 CONNECTION DETAIL 11r1 Not To Scale 2-1/4' FOR 16 GAUGE U•CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4' SDFS AT EACH END (4 PER BRACE) BRACE SECTION Not To Sole NIPPLE TC DBL. HDR. 6' LONG TS NIPPLE SECURE EACH WITH (4)#12-14x3/4' SELF-DRILUNG FASTENERS TS POST RAFTER POST/DBL. HEADER DETAIL � Not To Slate RAFTER POST 6' LONG TS NIPPLE SECURE EACH WITH (4)#12.14 x 3W SELF-DRILUNG FASTENERS ' LONG TS NPPLE 12 GA TS POST Ire. SECURE WITH (4) 012.14 x 3/4' SELF -DRILLING FASTENERS ITS BASE RAIL HEADER TO s RAFTER POST/HEADER DETAIL Nol To Scale I-I2' x 1.12' x 2' 16 GA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3W' SDFs, NIPPLE TO 3116" 6' LONG TS NIPPLE TOP AND BOTTOM _ RAFTER >- l `SECURE WITH (4)#12.14x3A SDFs 1-1I2' x 1-1/2' x 2' x 3/4' SDFs, ON BOTTOM SECURE RAFTER AND POST ITS GABLE RAIL TO NIPPLE WITH (4)11112-14 x 3W SELF -DRILLING FASTENERS 1 RAFTER POST GABLE RAIL TO RAFTER POST I R CONNECTION DETAIL 10 Not To Scale 4-1018 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 x 3/4• SDF SPACED NOT MORE THAN 48' O.C. GA. METAL ROOF RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 012-14 x 3/4' SDFs, 24' 16 GA 48'16GA1 TS TS TO POST SIDE EXTENSION AFTERPOST DETAIL � TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. RAFTER POST/BASE 4n BASE RAIL CONNECTION DETAIL � Not To Scale POST LEAN-TO RAFTER 2S2k0 16 GA ANGLE CUP SECURE TO POSTAND RAFTER WITH (4)#12.14 x 3/4• SDFS, (2) ON RAFTER, (2) ON POST �1 POST / LEAN-TO RAFTER CONN. DETAIL " Not To Scale •1\11111111//, 33�8,53E OF i ONAL CAROLINA-C7tWIm-TS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING AND TESTING, 1x W. gwo#duL xm Wrzmw imM KO®e RR SOF6 VERTICAL SIDE OPTION GIRT (Typical SEE WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE DOOR HEADER 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 z 3W SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. GIRTS (Typical) 1 rOPENING FOR SWINGING DOOR / WITH NONSTRUCTURAL HEADER MINIMUM ��rA1 mslaw, �I � STRUCTURALHE— ����f© 00 ml LENGTH VAMES DEPENDING ON NUMBER �"NMT.L n TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOTTOSCALE - - BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR TYPICAL ME ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE .......... W NGGIINEERIE •AND ESTING, INL`.• RIDA 32AMvEr-�• No. 38538 Who on No. 540 P.E. STATE OF IC/\ CAROLINA CARPORfiV, W. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2/12119 BECHTOL ENGINEERING -�-� _ R R NTS TSAND TESTING, in.w� LL Weio °� RR "' G76001 •-'-'@TB SHEET6OF6