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HomeMy WebLinkAboutCARPORT INSTALL PLANS - FRAMING SPECSFBC APPROVED PRODUCTS LIST a GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, _ _ _ .QA_ _ MAX- .. DESIGN __AND_ BASE. RAIL ANCHORAGE. OTHERDESIGNISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PRODUCT APPROVAL ALLOW. PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY CATEGORY SUB CATEGORY MANUFACTURER No. &DATE EXPIRATION WIND PRESSURE OF OTHERS. DATE (PSQ SPEED 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 D4105/27 180 DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, +57.3152.5 INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT 26 Gauge AG Panel 10/10/17 PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 0311427 180 OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE +57.31.62.5 DUE TO THE APPLICATION OF ADDITIONAL LOADS. 26 Gauge AG Panel 10/10117 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC _ FL77381.1-R2 0927119 _ N/A 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL WA 8xl6 Flood Flap 10/03117 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R1 12103118 139 +40.0140.0 S. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP Series 402-14 0129/18 FRAMING CONNECTIONS SHALL BE WELDED. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 0911420 170 +40.0 /45.0 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE Series 407 0129/18 MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-Wl AXW1 .4 WELDED WIRE FABRIC EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12I31110 180 +55.8/-55.8 COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. Model 203- 10/06/17 7, BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R2 - 10/17/18 180 BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. +55.0155.0 SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. Model 185 SH 1Z29/17 B. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR TABLE 1 EQUIVALENT. RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. AVERAGE FAST *11 SPACING 10. SLAB FOUNDATION SUBGRADE SOILS SHALL:BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 ON -CENTERS ALONG RAFTERS OR OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION, 1816.1 OF THE FLORIDA BUILDING CODE SIXTH PURLINS, AND POSTS OR GIRTS EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING' PRESSURE OF 2,000 PSF IS ASSUMED. WIND ULTIMATE MAXIMUM NOMINAL POST I RAFTER ( INCHES ) - 11. 12 GA FRAMING: 2-12' x 2-1/2'TUBE STEEL. (TS) WITH4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1l4' x 2-1/4' TS WITH 2' x 2' TS NIPPLES. RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTSIRAFTERS C - - -- 151 TO 180 1,117TO139 1 4.0 6 6 /_ NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 16 gauge hat channel roof pudlns. ST. LUCIE C017NT1 BUIU 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). Sparing REVIEWED FOR CID IF requirements for other roof heights andfor slopes may vary. REVIEWED BY El DATE PLANS AND PERMIT M SITE OR NO INSPECTI GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED.(mph) 110...12 1130. 140150', 16Q' VO 180' w z22 12 14 16 18 20 30-Mrhor' Detail 10 4e'Mihor.. Detail IC 0 m 24 26 28 30 �. Y60'Ancta Detail IC DETAILS 1 C AND 1 D SHOWN ON SHEET 4 OF 5 THIS IS TO CERTIFY THAT THE CALCULATIONS AND ` SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE . UNDERSIGNED PROFESSIONAL ENGINEER AND AM IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1W9 OF KEPT ON JOB THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS WILL BE MADE AREVAUDUNTIL THE NEXT REVISION OFTHE FLORIDA BUILDING CODE `R1F118FCt.i'`*i METAL CARPORT INSTALLATION PLANS AND DETAILS BECHTOL EN nMs; sos E AND AND.FLEwv 6�w81L DELAND. RowD/i� j cerexwGmAewora Uo.Sos .38538 FRAMING AND FASTENER SPECIFICATIONS CONCEALED FASTENERS OR ATTACHMENTS IUlf f0ja ARE THE RESPONSIBUTY OF THE � td, auR�� B61anY.'1� FOR CONSTRUCTION IN THE STATE OF FLORIDA CONTRACTOR OF RECORD. .mils FloddeUmnseN STATE OF eioz 0 nary i FIOR\.... �'�:cSSIONAL PREPARED FQR: WORT( 43/1I3J CAROLINA CARPORTS, INC. a RE SUB RRECTI NS P.O. BOX 126.3 DOBSON, NORTH CAROLINA 27017 EQUIF ELD INSPECTOR THAT AY BENECE AJN®RDERT CAROLINA CARPORTS, INC. PREPARED BY., p� PLY WITH ALL APPLICABLE ODES. 57. P0rmilitIng GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING AND TESTING, INC. Lucie County, 605 WEST NEW YORK AVENUE s/mne DEIAND. FLORIDA 32720 BECHTOL ENGINEERING �"� RN °t"` Nis Certificate of Authorization No. 00006492 I'm ND TES77NO, -- RR "d 018001 �cucern PT � l� /��1 IAA � c.d,swor..rommu .,women nvc BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL-UPDOOR SWINGINGDOOR - - -- ROLL•UPDOOR-SWINGINGDOOR— -- _— - (As eppOmble) (As appSmde) _ _ (As applicable (As epPOmhle) -- — ENCL03ED lE GTH VARIES — -— 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 TO SCALE 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 ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applimble) (As applimde) (As appllmde) (As_appfimble) 77- TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE - NOT TO SCALE NOT TO SCALE NOT TO SCALE 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 ROLL -UP DOOR SWINGING DOOR - - ROLL -UP DOOR SWINGING DOOR (As.spplimbie) (As epplimble) (As aPPlimdej (As apPlimde) s• TYPICAL SIDE,ELEVATION '2P.. <% TtYP.ICALIIENDIELEVATIONI i� Via'#' T a TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT7O SCAE� —°��'-:,r NOT TOSCALE.T— - ,��a TYPICAL SIDE ELEVATION TYPICAL END ELEVATION _ NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE c.\R �H BECHTOL ENGLOR - G A D TESTING, IK 60S WEST NEW YORK 17E DELAND,FLORIDA32720 ; NO.38538 Cealfimfe of Authod>atbn Na 82 omas Uechfol, TATEOF Rodda Lloense No. 38 N i CAROLINA CA�f� �,�, % C. 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 spate NOT TO SCALE NOT TO SCALE NOT TO SCALE I SECHTfOL ENGINEERING �- RR � O°°° RR "Oi GISDD7 maurie mim�ra emmmmt uo aaaew mm� Dome SHEETTI OFB 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 _ —7FASTENED —A U-CHANNEL BRACEED TO RAFTER WITH 4 x 3/4' SDPsAT D (4 PER BRACE) 2TAN ON 6INGU RAFTER >24' TO IRFSATROSSFD RAFTER i TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE SEE TABLE 1 SHEET 12 MA OP G FORROLWPDOOR NADI STRUCTURAL HFAOER 10' (TYPICAL) TYPICAL SIDE NOTTOSCALE WELD ALL WEB CONNECTIONS, BOTH SIDES HEADER BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE —26 G0. GALVANIZED METAL ROOF PANELS � "FASTENED TO RAFTERS PER MANUFACTURER'S yNSTALLATION INSTRUCTIONS 12 '24" 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2)#12-14 x 3/4' SDF's AT EACH END (4 PER BRACE) UFIEN SPANON SINGLE RAFTER TYPICAL INTERIOR,RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE S.— GA. GALVANIZED METAL ROOF PANELS STENED TO PURLINS PER MANUFACTURER'S ITALLATION INSTRUCTIONS 24• 16 GA U.-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 18 GAUGE FURRING CHANNEL FASTENED CH RAFTER WITH (2) #12-14 x314' SELF -DRILLING NERSPACED NOT MORE THAN 48' D.C. 4 SEE TABLE 1 SHEET IOF6 LENG VARIES DEPENDINGNUMBER AND SPACING OF RAFTETE RS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL -ROOF NOT TO SCALE SEE TABLE 1 SHEET END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE OPTIONAL 24'-1" TO 30' TRUSSED RAFTER BOX EAVE NOT TO SCALE ROOF EXTENSION OPTION 24' 18 GA UCHANNEL BR/ 48' 16 GA UCHANNEL BRAT BRACE ANGLE TO MAX. 45' FI LID 6 —a- LEAN-TO FRAMING PLAN TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE 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' SELFCRI W N G SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE CAROLINA CAf� GENERIC PLANS FOR USE INS BECHTOL ENGINEERING mqff AND TESTING, 1 . �w� a�"o vnwus+oic o®ma SENSE'•- - 0 .38538 4C, iq 1EIOk� FLORIDA "� 5/1a1e NTS RR 'a G78001 TB I SHEET30FS A TALL I2'x MINIMUM S-12EXPANSION ANCHORINSTALL12xMINIMUM 6.12 EXPANSION OUGH BASE RAIL WITHIN WOF EACH RAFTER 6' TALONG SIDES AND WITHIN 6' OF EACH END LL POSTALONG END WALL SECTIONS --I I-2' MINIMUM MINIMUM 212' EMBEDMENT MINIMUM 2-1/2' EMBEDMENT - MINIMUM J - -MONOLITHIC CONC. FOOTING (2500 PSI MIN.) CONTINUOUS 4' CONCRETE PAVEMENT REINFORCED WITH 2 #Se CONTINUOUS CONGRE�T"J o , '; CONCRETE BASE RAIL ANCHORAGE (_ASERAILANCHQRAGE- ,o "To -- Not To Sole (OPTIONACARPORTSOPEN CARPORTS ONLY) DRILL SM' HOLE THROUGH THE BASE RAILAND SECURE TO ANCHOR EYE WITH 1W DIAMETER MINIMUM4' WASHERS iUTA (SEE GROUND ANCHOR SCHEDULE, SHEET 1OF 6, FOR REQUIRED ANCHOR) L CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR--_� * CONCRETE BASE RAIL ANCHORAGE. Not Toscale (OPEN CARPORTS WHERE STAB DISTANCE DOES NOT MINIMUMMEET MINIMUM EDGE DISTANCE SHOWN M OETA3IB) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST TS BASEWNDOW RAILOR TO 27252160A ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3'4' SDP's, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL­1P DOOR OPENINGS; POSTSHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAILONLY ON SIDE OPPOSITE THE OPENING. 24' 16 GA UCHANNEL BRACE (S TI 48' 16 GA UCHANNEL BRACE (S TO BRACE ANGLE SHALL B TO MAX 60' FROM HOT S' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4)#12-14 x 3/4' SOF§ RAFTER POST . BOX EAVE RAFTER/POST.DETAIL u-� Not To Scale " TS RAFTER POST 1-I2 x 1-12' x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x aW SDFs, (2) ON TOP, (2) ON SIDE � TS CONTINUOUS BASE RAIL TRUSS CHORD, OR END POST/BASE RAIL CONN. ZAL HEADER CONN. DETAIL 5 Nd TOSoale DRILL SIB' HOLE THROUGH THE 2' WASHERS DRILL SIB' HOLE THROUGH THE BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO ANCHOR EYE WITH IW DIAMETER ANCHOR EYE WITHI2_DIAMETER .. _ _rTS CONTINUOUS_ _ —_. — - TOP OF ASPHALT PAVEMENT TOP OF A OR STABLE GROUND SURFACES OR STABLE EYEANCHOR 618' ROD 48' LONG WITH 6' HELD( OR SW ROD 60' LONG (SEE GROUNDANCHOR WITH 7' HELD( SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY). SASE RAIL DEEP ANCHORAGE N.ITO Sole NOSCREWS REQUIRED IN BOW BEND 3' W BASE RAIL EYEANCHOR U (SEE GROUND ANCHOR 5/8' ROD 3(' LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4' HELIX FOR APPLICABILITY) ACE IS TOT POST) ACE (8'TO 14' POST) MIN. 45' )ONTAL NIPPLE TO BASE RAIL 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) 012-14 x 314' SELF -DRILLING FASTENERS :BOW RAFTER/POST DETAIL co No,TosWe ' TS POST (12 GA IF ROLL -UP DOOR FRAME) 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) 012-14 x 3/4' SDFs 1 (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) TS WINDOW RAILOR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL t' Not TO Scale BASE RAIL ANCHORAGE � Not To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WrrH (4) #12-14 x 3W SDP% RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL � NW TO Scab BECHTOL Ceililleste ixiv�8538 Ne htol, 1 RMda License N l� ef %-)30 STATE OF 44 CAROLINA CARINC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA SHONB . BECNTOL ENGINEERING RRIN Nrs AND TESnNG, Ina m¢wLo ��, oxm�oau� ao aovauy mm o� �'° RR " G18001 w^m•^��a TnI CMFF An.n 2W*)tz' 16 GA ANGLE CLIP SECURE TO POSTAND RAFTER WITH (4) 912-14 x 314' SDFs, (2) ON BOTTOM, (2) ON SIDE OR 2'x4. 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Scale 1-12'x 1-12'x 2. 16 GA CLIP ANGLE SECURE TO RAFTER POSTAND GABLE RAIL WITH (4) #12-14 x 3/4' S_ DFs (2) ON TOP, (2) ON SIDE TS RAFTER POST 1.42' 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 GABLE RAIL TO RAFTER POST CONNECTION DETAIL I'S Na To Scale - 2-1/4' FOR 12 GA FRAMING 2-12' FOR 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) #12-14 x 3/4' SDFS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scab DBL. HDR 6' LONG TS NIPPLE SECURE EACH WITH (4) 412-14 x 314' SELF -DRILLING FASTENERS POST RAFTER POST/DBL: HEADER DETAIL O Not To Scale 142' x 1-12' x 2' 16 GA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 012-14 x 3/4' BE TOP AND BOTTOM 1-12' x 1-12' x T 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) #12-14 x 3/4' SELF -DRILLING FASTENERS GABLE RAIL TO RAFTER POST CONNECTION -DETAIL "� Na To Sale 1-12'.18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4- SDF SPACED NOT MORE THAN 46' O.C. 26 GA. METAL ROOF PANEL ITS RAFTER ROOF FANELATjTACHMEl�! —(AL-TERNATE?FORVERTICALROOFPANEC IotyTo Scale 118, —TS RAFTER POST V LONG TS NIPPLE SECURE WITH (4) #12.14 x 3/4- SELF-DRIWNG FASTENERS GA DOUBLE TS HEADER /�RAFTER POST/HEADER DETAIL Not To Scale RAFTER IT LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12.14 x 314' SDFs, 24' 16 G 48' 16 GA BRACEANGLE TO MM. 60' F V LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4' SDFs RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL Not To Gab 6- LONG TS NIPPLE SECURE EACH WITH -14z3/4' SELFDRIWNG FASTENERS �12 GA TS POST BASE RAIL V \BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL Not TO Scale RAFTER POST 250' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12.14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER /TS LEAN-TO RAFTER 16 GA ANGLE CUP TO POSTAND WITH (4) #12-14.314- (2) ON � POST / LEAN-TO RAFTER CONN. DETAIL '" Na ToSple - R1H!utCy��'',, BECHTOL ENGINE2 INZ1: ?i STI! , INC. 60.5WESTNEW YORKA Deirtlaleof EtANO, FLORIDA 32TQQ . ND. 3853FJ DELAND, FLAelI 32on4Jo. y N = T LLL- Thomas Bach ` Fh4da LIoonse r1o.36536 : STATE OF 2\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 6/10/16 BECHTOL ENGINEERING RR - ,T AND TESTING, Ind =r orxmmm�n xo nsmn or vu `"E° RR °"°`"°' G160OI "11phap""`� ""RO'"TB I SHEET60F6 GIRTS (TYPke) CAL - S I-D E- O P TI O 111 SEE TABLET /' OPENING FOR SWINGING DOOR SHEET / WRH NONSTRUCTURAL HEADER S FOR WITH TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE 0 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 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 z 314- SELF -DRILLING G I— FASTENER SPACED NOT MORE THAN 48'O.C. GIRTS (Typlml) 1 OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER I��I-I�I�I�I-I �!♦ I-I�I�I -101�1®ICI-I��I-I-I-I 0 I III �� � �Ir !�`■`i WIN r u.� TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOTTOSCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOTTOSCALE (4 TYPICAL END ELEVATION NOTTOSCALE \\\�111iii i11411 11 BECHTOL ENGIN& 'AID TESTIN�, INC:. DELAND, FLORIDA az4zo/� ND•3853 Ce&kate of ftft tr tM No 'k CC � j W— P Z Florida Uwm No.. FLO CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA muBECNTOL ENGINEERING RR NTS AND TESIWD, A.