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HomeMy WebLinkAboutEngineeringBOW/RAFTER FRAME, -SND POST, GROUND ANCHOR AND PA&_ FASTENER SPACING SPECIFICATIONS NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 1/4"-14X1" self -drilling screws with control seal washer. 3. 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. APPROVED PRODUCTS LIST AVERAGE FASTENER SPACING PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. $DATE ON -CENTERS ALONG RAFTERS OR ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 PURLINS, AND POSTS OR GIRTS 26 Gauge AG Panel 10/13/16 STRUCTURAL COMPONENTS MAXIMUM (INCHES) WIND ULTIMATE NOMINAL POST I RAFTER 10/13/16 EXTERIOR DOORS SWINGING EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS Model 203 115 TO 150 89 TO 116 5.0 6 6 Model 100 VS 01/06/16 B, C, or D 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 1/4"-14X1" self -drilling screws with control seal washer. 3. 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. APPROVED PRODUCTS LIST APPROVAL PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. $DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 26 Gauge AG Panel 10/13/16 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727.1 26 Gauge AG Panel 10/13/16 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 Series 402-14 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 Model 203 05/31/15 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 Model 100 VS 01/06/16 METAL CARPORT INSTALLATION 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 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE PREPARED BY. C4HiRACTOR OF RECORD BECHTOL ENGINEERING AND TESTING, INC. YNI�IYN�� 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE: 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1-1/2 INCHES ELSEWHERE. REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS 13-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 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 BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, 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 OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI STEEL. 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. 5. ALL FIELD CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS, 6. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EACH CORNER POST AND ONE WITHIN 6' OF EVERY OTHER INTERIOR 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. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014)- RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014 - BUILDING. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT r'"MAY BE NECESSARY IN ORDER TO COMPLY WITH -ALL APPLICABLE CODES, 1�v 3 ( D ST- TIT I-OT-%-T'V RTTH Dive T1TVTCTnV RF,VIFNVrDFOR VALIANCE ItEVILVV aY DATE PLANS AND PERMIT MUST BE KEPT GN JOS Oda NO INSPECTION WILL BE -TkF• THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. BEC)?ITr 605 E UE '$% *STING, P P'j,STING, INC. 1N DF�EA \ 32720 •, i c@ril bf AuNon.fl 2 •, y T � ✓ ,�>a r ". 9ych(ol, P.EE _ CAROLINA CARPORTS, INC. 11/30/18 AVBECHTOL ENGINEER/NG -x RR NTS AND TEST/NG, IM. axmnrvw zmsxx,eW omxwxomW uu wmws ,esuw vmreve —TO °- G16001 SHEET 10F4 PANELS Y (SEE TABLE 1 FOR FASTENER SPAGINO) 12 �3 3 3 BOX CAVE OPTION yg LEAN-TO70POFLEG 3 B SIDE EXTENSION 2d' 13 GALCHANNEL BRACE 3 FASTENED TO RAFTERWITH 12)412-14x 314"SELF.DRILLING (B SCREWS AT EACH END (4 PER BRACE) Z O J o v ..•IdAWMUm Q INISH GRADE r O MONOLITHIC SIAB FOUNDATION OR TOP OF I- S 3 CONCRETE q 4 2 CONTINUOUS CONCRETE SLAB MAX MAX 3 (OPEN CARPORTS ONLY) 30'4)" MAX. RAFTER SPAN 3 MAX MAX MAX 9 MAX TYPICAL BOW RAFTER SECTION MAX AHCHORSNOTREQUIREDWITH CONCRETESIASCONSTRUCTIO" NW TO Scale(SEE DETAIL 10 R 2. SHEET 3 CF; 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH 412.14 x SIP SDFS WITH CONTROL SEAL WASHER 12 q (SEE TABLE I FOR FASTENER SPACING) 3��in� OVERALL DN NUMBI OPTIONAL -26G& 6" TVP. 26 GA. RPANEL R -PANEL ROOFING SIDE OR END PANELS SEE TABLE 1 SEE TABLE i SEE TABLE 1 SEE TABLE 1 ANCHORSNOTREQUIRE➢'M111 --. nn. — IS — 004CREM SLABCONSTISIGION. RAFTER POST AND EVERY Ol (SEE DETAIL 1 OR 2. SHEET S OF41 SIDE ELEVATION INTERIOR RAFTER POST LOG Not To S -la (SEE DETAIL 3, SHEET 3 O 4) DEPENDS NGOFBOWS yg LEAN-TO70POFLEG 3 BELE FLEG 5'AX 3 MCNOUITHIC SLAB FOUNDATION 3 '-0"—MAX M-0" —SEE TABLE I, SHEET 10F4 3 (OPEN CARPORTS ONLY) db' �I�I �I�I Mill �I�I 1111111110111M' �II�11 o v ..•IdAWMUm I�I�I I�I�I v li v li Ir Ii ' I I� I�I�I I�Iml I'll I�I■r. ISI■�1 © v MAX MAX M4X SIDE OPENINGS ANCHORS NOT ROQUIRED WITH CONCRETE SUB CONSTRUCTION. (SEE OETAI L I OR 2. SHEET 3 OF 41 3 BOX EAVE OPTION yg LEAN-TO70POFLEG 3 BELE FLEG 5'AX 3 MCNOUITHIC SLAB FOUNDATION 3 '-0"—MAX M-0" —SEE TABLE I, SHEET 10F4 3 (OPEN CARPORTS ONLY) db' J'-0"--6'-0 -O' �'5'-0' '-0'--'B'-0' ANCHORS NOT REQUIRED WITH '-0" EE TABLE I, SHEET MAX MAX MAX M4X MAX MAX MAX MAX MAX 6 MAX MAX MAX MAX MAX MAX MAX 9 HEADER 6" q GA. GALVANIZED 4 TMETAL ROOF PANELS 3 ELN ALL WEB 5 CONNECTIONS, 4 q "WEW ALL SIDES BGA METAL SIDE BOTH SIMS RAFTER POS. EW'ALOIZED WALL TO RAFTERPOSTSAND END H# 12-1 END PASTS WITH 4t&14x314" BELE-GRILLING PO SCREWS Wl CONTROL SEAL WASHER T6 ENOWALL POST B OPENING FOR ROLL -UP OR BANGING (SEE TABLE I FOR FASTENER SPACING)) BOX SAVE OPTION a DOOR WITH NONSTRUCTURAL HEADER TM%IMUM CIFAR SPAN • 12' 6 SIDE EXTENSION 3 NDWALL TS POST 6 GA. GALVANIZED INISH GRADE METAL SIDE PANELS MONOLITHIC SLAB FOUNDATION ORTOPOF S 3 CONCRETE 4 2 CONTINUOUS SLAB ROUND POST ®ENO ROUND ANCHORS EACH END 3 Ot (OPEN CARPORTS ONLY) (OPEN POST LOCATIONS 4 RAFTER POET AND EVERY OTHER (SEE SHEETS) B END POST LOCATION 4 4 (SEE DETAIL 3 ON SHEET 3 OF 4) 3 0'-0'MAX. RAFTER SP ANCHORSNOTRERWREownH CONCREETTE SUkB iGMUc�TION END WALL OPENING CONCRETE SLAB CONSTRUCTION (SEE DETAIL t OR 2, SHEET 3 OF 4) END WALL SECTION (SEE DETAIL t OR 2 SHEET 3 OF 4) TRUSSED BOW SECTION NOt TO S.I. Not TO S.Ie CHORE NOT REQUIRED WITH NOTE: Not To Sc.k AI coSHEET GA FRAMING IS 2-112' X 2-1/2" TUBE STEEL (TS). I O 3OF 4. (SFT OETAIL10R2, SHEET 30F 4) ,SSE DE 12 FRAMING I6" x 2-1X2-1/4"TS. NIPPLES ARE 2-1/4" z 2-1/4' 14 GATS FOR 14 GA FRAMING. NI PL NIPPLES ARE 2' x 2" 12 GA TS FOR 12 GA FRAMING. 26 GA GALVANIZED METAL ROOF 26 GA. GALVANMED METAL ROOF PANELS PANELS FASTENED TO RAFTER WITH FASTENED TO RAFTER FRAME WITH x 314' SDFS WITH CONTROL SEAL WASHER 412.14 x 314' SDFS WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) 13 (SEE TABLE t FOR FASTENER SPACING) -0' -0" A -0" -0° EE TABLE I, SHEET gECHidL $J,1�4JESTING, INC MAX MPX MAI( MA% MPX"--{IIIA-5MAz--VIII--6MAX�/—s S 605 W6D3i' NAVE E, Q BOA. GALVANIZED a De EF�25 C Go 92 EF� 3 3 / METAL ROOF PANELS 3 BOX EAVE OPTION yg LEAN-TO70POFLEG 3 BELE FLEG OR BOX (BOW FRAME OR BOX EAVE) 3 MCNOUITHIC SLAB FOUNDATION 3 4 CONTINUOUS CONCRETE SLAB 3 (OPEN CARPORTS ONLY) 30'-0" MAXI 4'-0'MAX. SP RAFTER SI ANCHORS NOT REQUIRED WITH CCNCRFTE SLAB CCNSTRUG"CH (SEE DETAIL 1 OR 2, SHUT 3 O 4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Scale (BOW FRAME LEAN-TO TO BORE EAVE RAFTER) GABLED OPEN END WALL SECTION Not To Scale 9 BOX EAVE OPTION A31 MONOLITHIC SLAB FOUNDATION 3 2 CONTINUOUSCONCRETESLAS (OPEN CARPORTS ONLY) 4'-0' MAX. SPAN ANCXOR8 NOT REOUIREO WITI CO.CRETE SUB CONSIRNCTION. (SEE DETAIL 1 OR 2, SHEET S OF Q S' x 30' WITH DSL 4" HELM WITHIN S' OF EACH RAFTER WITH EXTENSIONS (SEE DETAIL 3, SHEET 3 OF 4) TYPICAL FREESTANDING LEAN-TO Not To Scale MINIMUM TALL 1/2'x MINIMUM 5' EXPANSION ANCHOR i HROUGH BASE RAIL WITHIN 6" OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS 2-V2" EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #S's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE I Not TO Scale (OPTIONAL) DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12" DIAMETER THROUGH -BOLT / CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR 5/8" ROD 30" LONG WITH DBL 4" HELIX INSTAL I/2"x MINIMUM 5" EXPANSION ANCHOR✓ THROUGH BASE RAIL WITHIN 6" OF EACH TS BOW RAFTER 24" 16 GA U -CHANNEL BRACE (5' TO 7' POST) RAFTER POST ALONG SIDES AND INSIDE 48" ifi GA U -CHANNEL BRACE (8' TO 14' POST) EVERY OTHER END WALL POST ALONG END BRACE ANGLE SHALL BE MIN. 45° WALL SECTIONS NO SCREWS TO MAX. 60° FROM HORIZONTAL REQUIRED MIN. 6" IN BOW BEND 5' NIPPLETO 3/16" RAFTER MINIMUM 2-12" EMBEDMENT 4' 16 GA U -CHANNEL BRACE (S' TO T POST) 48'16 GA U -CHANNEL BRACE (B' TO 14' POST) 9•1 /2" BRACE ANGLE SHALL BE MIN. TO MAX. 80' FROM HORIZONTAL O / CONTINUOUS 4" CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE � Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) 3- �6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4)1/4" x 1" POST SELF -DRILLING FASTENERS (-,'�_BOW RAFTER/POST DETAIL � Not To Scale 'ASHERS DRILL 6/8" HOLE THROUGH THE 2" WASHERS BASE RAIL AND SECURE TO NIPPLE TO 3/16" TS CONTINUOUS ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS RAFTER BASE RAIL THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT 12" LONG TS NIPPLE, OR STABLE GROUND SURFACE \ SECURE POST TO NIPPLE WITH (4)1W x 1" SDF's, ALTERNATE CONCRETE BASE RAIL ANCHORAGE Not To Seale (WHERE SLAB IS TOO NARROW TO USE CONCRETE EXPANSION ANCHOR BOLTS) TS RAFTER POST 2"x4" 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) 1/4"x 1' SDF's, 2 ON POST. 2 ON RAFTER 2"X2"X2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) 1/4" x V SDF's, 2 ON RAFTER, 2 ON POST POST / LEAN-TO RAFTER CONN. DETAIL Not To Scale EYEANCHOR IJ 6/8" ROD 30' LONG WITH DBL 4" HELIX ---4 BASE RAIL ANCHORAGE Not To Scale 2V 16 GA U -CHANNEL BRACE (5' TO T POST) 48' 16 GA U -CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60" FROM HORIZONTAL 2-12' FOR 14 GA FRAMING 16 GAUGE U -CHANNEL BRACE 2-1/4" FOR FASTENED TO THE POST AND 12 GA FRAMING RAFTER WITH (2) 1)4"x 1" SDF'S AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 6' LONG TS NIPPLE SECURE WITH (4) 1/4"x1"SOFs RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL Na ro stele 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 3/16"x 1" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. GA. METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4)1/4"x 1"SOF's POST �1 BOX EAVE RAFTER/POST DETAIL � Not To Style 1-1/2"x 1-12' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL W/ 4 1/4"x1" SDF's, 2 ON TOP, 2 ON BOTTOM 1.12" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4)1/4'xi' SDF's TS GABLE RAIL 2 ON TOP, 2 ON SIDE TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Nat To Scale NOTE: 14 GA FRAMING IS 2-1/2"x 2-12" TUBE STEEL ITS). 12 GA FRAMING IS 2-1/4' x 2-1/4" TS. NIPPLES ARE 2-1/4' x 2-1/4" 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2' x 2" 12 GA TS FOR 12 GA FRAMING. NIPPLE DBL HC S NIPPLE LONG TS NIPPLE ACH WITH (4)1/4'x1' SECURE WITH (4) M4' x 1" LING FASTENERS 1/B' SELF -DRILLING FASTENERS 'm RAFTER POST/DBL. HEADER DETAIL Not To Scale SECURE TO POST AND RAFTER WITH (4) 1/4"x 1" SOPS, (2) ON BOTTOM, (2) ON SIDE END POST END POST/RAFTER CONN. DETAIL Not To Scale 114'x 1" SDF a 12' O.C. GA. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel v4M baked on epoxy primer It polyester top coat. TS HEADER DBL, HDR. RAFTER POST/HEADER DETAIL � Not To Scale TS RAFTER POST --- 1-112" x 1-1/2'x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) 1/4'x1' SDF's. (2) ON TOP, (2) ON SIDE QTS CONTINUOUS BASE RAIL �1 END POST/BASE RAIL CONN. Not To S ale �� - TS POST I -I 6' LONG TS NIPPLE SECURE EACH WITH (4)1/4'x 1' SELF -DRILLING FASTENERS - �TSPOST CONTINUOUS BASE RAIL TO RAFTER POST/BASE s BASE RAIL CONNECTION DETAIL Not To Scale T x x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER. OR BOTTOM OF WINDOW RAIUGIRT WITH (4)1/4" x 1"SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale A SECTION Not To Scab IM' x /' SDF 1r O.C. TS TRUSSED RAFTER CHORD,/ OR NONSTRUCTURAL HEADER J TS END POST OR DOOR/ 1> WINDOW FRAME POST 2'z2'x2' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) TS BASEANINDOW RAIL OR AND RAFTER CHORDIFIAIL WITH NON-STRUCTURAL HEADER (4) 1/4"xi" SDF's. (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -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 � Not To Scab 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4)1/4' x 1' SDFs NIPPLE TO BASE RAIL POST BASE RAIL POST/BASE RAIL CONN. DETAIL � Not TO Sub NOTE: 14 GA FRAMING IS 2-1/2" x 2-1/2' TUBE STEEL (TS). 12 GA FRAMING IS 2.1/4' x 2.1M' TS. NIPPLES ARE 2 -IM' x 2.1/4.14 GATS FOR 14 CA FRAMING. NIPPLES ARE 2" x 2' 12 GA TS FOR 12 CA FRAMING. 111111 BECy 4Yc�lil�'dwAltx_ TESTING, INC. STATE OR . ORVOP CAROLINA CARPORTS, INC. 11/30/le BECHTOL ENGINEERING a"'w RR NTS AND TESTING, M. meimc oxn¢sac,� w.+m�.wni. ."o wrtarvs mmc anima TBG16001 _ "°°"°''°'TB I SHEET4ET40F a