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Home My WebLink AboutSTRUCTURAL DESIGNSTRUCTURAL DESIGN SCANNED BY ENCLOSED BUILDING St. Luc Coanty MAXIMUM 30'-0" WIDE X 14'-0" EAVE HEIGHT- BOX EAVE FRAME AND BOW FRAME 21 October 2015 Revision 6 M&A Project No.15123S Prepared for: Bennett Building Systems, LLC 1660 Dixon Airline Road Augusta, Georgia 30906 Prepared by: Moore and Associates Engineering and Consulting, Inc. 1009 East Avenue North Augusta, SC 29841 MOORE AND ASSDCIATES ENGINEERING AND CONSULTWO °°°°ttttllil!!B!!�O P,.��p E IV s .• ��osl •��,,, No 17 ; � o �� O TE OF ., A .•• i��, V. o0 G O R 1 Oa• �� S• e000 ONA't Ens°°� MOORE AND ASSOCIATES pwvN BY. Jes BENNETi BUILDING SYSTEMS, LLC ENCLOSED BUILDING cBEB Br. vas ENGINEERING AND CONSULTING. INC. PE SEAL COVEW CT WiilE VSN BATE• 0-Al E IIAB 151235 IWNffHTins ORLOR Is M v00v w s �� AND ASSi)CIATEL BC Tic 1poRMSI KD it , OrRMKL 0a "D"D CWTP& OR M MT SE K MRffC To If �{ [[�I y LEGAL ALiBK TENT. BBS T. B BV4 -Ci v, 6 DRAWING INDEX SHEET 1 PE SEAL COVER SHEET SHEET 2 DRAWING IN➢EX SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS SHEET 4 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOX EAVE RAFTER) SHEET 5 CORNER POST CONNECTION DETAILS SHEET 6 TYPICAL RAFTER/POST END AND SI➢E FRAMING SECTIONS AND CONNECTION DETAILS (BOW RAFTER) SHEET 7 CORNER POST CONNECTION DETAILS SHEET 8 BASE RAIL ANCHORAGE OPTIONS SHEET 9 BASE RAIL ANCHORAGE OPTION FOR CAST IN PLACE ANCHORS SHEET 10 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOX EAVE) SHEET 11 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOW RAFTER) SHEET 12 WALL OPENING DETAILS SHEET 13 WALL OPENING DETAILS SHEET 14 LEAN-TO OPTIONS (BOX EAVE RAFTER) SHEET 15 LEAN-TO OPTIONS (BOW RAFTER) SHEET 16 VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTION MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. Is -]BOX EAVE FRAME WINDOW (AS APPLICABLE) ➢ESIGN. PRESSURE LOW = .1b PSI, -23.6 PSF) HIGH = (32.H5 PSF, -35b PST) RAFTER ENCLOSED BUILDING (Sheets 4, 5, 8, 9, 10, 12, 13 14, AND TYPICAL SIDE ELEVATION -HORIZONTAL ROOF SCALE: 1/8' = V-0' BOW FRAME RAFTER ENCLOSED BUILDING VIN➢OW (AS APPLICABLE)—) ROLL -UP D®R- (AS APPLICABLE) DESIGN PRESSURE LOW = (175 PSF, -19.9 HIGH - (26.45 PSF, -2' = (20,9 PSG, -22 6 PSF) (3135 PSF. -345 PSF) TYPICAL END ELEVATION -HORIZONTAL ROOF SCALE- 1/8' = 1'-O' (Sheets 6, 7, 8, 9, 11, 12, 13, AND 15) -22.6 PSF) -34.5 PSF) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION SCALE. 1/8' = 1'-0' SCALE+ 1/8' = 1'-0' INSTALLATION NOTES AND SPECIFICATIONS 1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE (FBC) 5TH EDITION, 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC. 3. DESIGN LOADS ARE AS FOLLOWS: A> DEAD LOAD = 1.5 PSF B> LIVE LOAD = 12 PSF C) GROUND SNOW LOAD = 30 PSF 4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 10B MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 5.0 FEET. 5. HIGH ULTIMATE WIND SPEED 141 TO .170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 4.0 FEET. 6. LOW HAZARD RISK CATEGORY I (WIND). 7. WIND EXPOSURE CATEGORY B. 8, SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 3' x 2' - 15 GAGE TUBE STEEL (TS) FRAMING MEMBERS, 9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS DR PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES. 10. FASTENERS CONSIST OF 1/4'-14x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (3:12 PITCH) OR LESS SPACD REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY, 11: GROUND ANCHORS CONSISTING OF &4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW C < IOB MPH NOMINAI{� �d��UPy�IeL 12. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH POST. ♦�O®A �r • �pQO 13. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH (> 117 MPH - 139 MPH NOMINAL) WIND V" 14. WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE: = NO SOIL SITE CLASS = D RE RISK CATEGORY I/II/111/ R= 3.25 IE= 1.0 SDS= 1.522 V= CSW $T(E SO,= 0.839 MOORE AND ASSOCIATES TEERING AND CONSULTING, INC. Y. IS 26 OR 29 GA GALVANIZED METAL ROOF AND WALL PANELS FASTENED TO RAFTERS AND POSTS WITH 1/4'x3/4- SDF'S WITH CONTROL SEAL WASHER E AVERAGE 6/ O.0 SPACING 12 -�Q 3 F7 TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFT SCALE- 1/8' = 1'-8' SCALE, 1/8' = 1'-8' NIPPLE TO RARER ]/16 `(L GA. U-CHANNEL BRACE ��/ (LB' RAFTER H WIN(LGW OQ HIGN EL B SPEE➢) IMUM W LONG, MINIMUM 15 GA, - SECURE WITH (4) 1/4.-3/4' SDF'S EACH END) IS POST BOX EAVE RAFTER/CORNER IA POST CONNECTION DETAIL SCALE: NTS M S. No 57 zi e irc 40 •• V ` MOORE AND ASSOCIATES EERING AND CONSULTING, INC. ITfsFMMA Rti Mi[ MAC IREE06 THIS Oocumm IS FRAMING SECTION MINIMUM 6- LONG. MINIMUM 15 GA., IS NIPPLE. SECURE WITH (6) 114.0/4' S➢F'S -IS POST -IS CONTINUOUS BASE RAIL _I RAFTER POST/ 2 BASE RAIL CONNECTION DETAIL SCALE NTS 3 16 GA. U-CHANNEL BRACE FASTENED TO THE LEG AND RAFTER, WITH (2) 1/4'x3/4' SDF'S AT EACH END (4 PER BRACE) BRACE SECTION SCALE NTS BENNM MAY TS BOX EAVE RAFTER SECURE 1/4'3/CURE H .3/4 SOPS (EACH END) i 3/16 / NIPPLE TO 3/16 RAFTER j MINIMUM 6' LONG, MINIMUM 15 SEC 6• I TS NIPPLE. SECURE POST TO NIPPLE WITH C0 1/4'x3/4' SDF'S / 16 GA. U-CHANNEL BRACE 4SPo• IS BOX EAVE RAFTER 'Q IS POST R 3/16 u/ NIPPLE TO _ 3/16 RAFTER j 6 MINIMUM 6' LONG, / 16 GA. U-CHANNEL BRACE MINIMUM 15 GA., SECURE WITH j TS NIPPLE. SECURE I (4) 1/4'x3/4' SDF'S POST TO NIPPLE (EACH END) WITH (4) 1/4'x3/4' SDF'S TS 2 3/4'.1 3/4-15 GA. a 4. REINFORCING 3'-0' LONG. / SECURE WITH (16) TS POST 15 GA. 1/4'x3/4' SDF'S / (9- TO 11' RAFTER POST O2' TO 14' RAFTER POST FOR LOW VINO SPEED) FOR LOW WIND) (9' TO 10' RAFTER POST III RAFTER PAST /. FOR HIGH WIND SPEED) FOR O 1H FT BOX EAVE RAFTER/CORNER IB POST CONNECTION DETAIL SCALE: NTS AND ASSOCIATES AND CONSULTING, INC. ITT of HOOK w0 "MATES, W- TIE .Nm.. no IM)ERYISE IISE OT nos OOWEMT IS -TS POST SECURE WITH (4) 1/4'x3/4' SDF'S .. (EACH END) BOX EAVE RAFTER/CORNER 1C POST CONNECTION DETAIL SCALE N7S `TF,111 4S. No BENNM BUILDING tt iALVANIZED PETAL ROOF :LS FASTENED TO RAFTERS H 1/4'0/4' SOF'S WITH WASHER B AVERAGE 6- O.C. LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 12 Q3 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 1/4'x3/4' SDF'S AT EACH END (4 PER BRACE) TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST FRAMING SIDE SECTION SCALE. 1/8' = 1'-O' SCALES 1/8' = l'-0' IS BCV RAFTER SECURE WITH NO SCREWS -^(4) 1/4'x3F4' SDF' REQUIRED IN / (EACH END) 11. END i 1, 9. / R90/L i 16 G0. U-CHaMEL BRACE ! (LDVRORTER N CH POST) WIND SPEED) P.- ITS POST BOW RAFTER/CORNER POST IA CONNECTION DETAIL SCALE NTS RAFTER POST/BASE RAIL 2 CONNECTION DETAIL SCALES NTS BRACE SECTION SCALE- NTS MOORS AND ASSOCIATES JEERING AND CONSULTING, INC. 16 GA U-CHANNEL BRACE FASTENED TO THE LEG AND RAFTER, WITH (2) 1/4'x3/4' SDF'S AT EACH END (4 PER BRACE) IS TS BDV RAFTER �-� SECURE WITH (0 1/4'z3/4' SDP'S / (EACH END) 9-Q4O/L / t 6' /HINIMM OA., �NE TSNIPPLE. SECUR P3V RAFTER AND % SDF'S 4500. i TS POST (12' TO 14' RAFTER POST FOR LOW WIND) (11' TO 14' RAFTER POST FOR HIGH WIND) BOW RAFTER/CORNER POST IB CONNECTION DETAIL SCALE NTS 16 GA. U-CHANNEL BRACE TS BOW RAFTER - MOORE AND ASSOCIATES TEERING AND CONSULTING, INC. N Wa rlfm °�[ OR OT FBV��E6 Tws Muco Is 16 GA. U-CHANNEL BRACE IS POST SECURE WITH (4) 1/4'x3/4' SDF'S (EACH END) BOW RAFTER/CORNER POST CONNECTION DETAIL is SLALE� NTS ��1 -.`��_ \F S. AA OF vC BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS INSTALL 1/2'z6• E%PANSIDN INSTALL 1/2'x6' EXPANSION ANCHOR THROUGH BASE RAIL ANCHOR THROUGH BASE RAIL FIBERGLASS WITHIN 6. OF EACH VVF OR FIBERGLASS WITHIN 6' OF EACH POST 7FIBERS POST < c ) GRADE T /= Y 'z GRP➢E 4 MII-NUUM 2I I 3-/4' MINIM U/4' EMBEDMENTEMBEDMENT (TYPJTYP.) DOTING IINIG (3000 PSI NM.) (3➢BO PSI MINI REINFORUSWITH (2) N4's CWITH (2) 44',1 CONTINOI, 'I • I —) I -I I —i 1'-Di'—c I j�I�I !. S 5MONOLITHIC CONMONOLITHIC CONCRETE FOCE➢ U CONCRETE MONOLITHIC SLAB 3A BASE NRAIL ANCHORAGE MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4-. GENERAL NOTES CONCRETE) CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL) FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE PER ACI-318: 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH,THE EARTH GR EXPOSED TO, THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE. _ REINFORCING STEEL( THE TURNDOWN REINF13RCING STEEL SHALL BE ASTM A615 GRADE 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED) 1. REINFORCEMENT IS BENT COLD. 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX —BAR DIAMETERS. 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT. HELIX ANCHOR NOTES] 1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL 31.. GROUND BASE HELIX ANCHORAGE AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. -SCALE: NTS (CAN BE USED FOR ASPHALT) CONCRETE SLAB BASE 3 B RAIL ANCHORAGE SCALE: NTS MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. 2- WASHERS DRILL 5/8' DIAMETER HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER THROUGH BOLT 2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS, AND CLAYS USE MINIMUM'(2) 4- HELICES WITH MINIMUM 30 INCH EMBEDMENT. 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 INCH EMBEDMENT. 5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES WITH MINIMUM 60 INCH EMBEDMENT. MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. - TS CONTINUOUS BASE RAIL DOUBLE HELIX EYE ANCHGR (SEE NOTES BELOW) IS MT INSTALL 1/20 ANCHOR ROD THROUGH BASE RAIL FIBERGLASS WRHIN 6' OF EACH POST (SEE DETAIL 'A') ` < < GRADE c G I— 'i MINIMUM NT EBp DnENT T _I I I i-11 MONOLITHIC CONCRETE FOOTING • I_ —_I I (3000 PSI MIN) REINFORCED WITH 2) P<'S CONTINUOUS CONCRETE MONOLITHIC SLAB 3 A BASE RAIL ANCHORAGE SCALE: NTS GENERAL NOTES CONCRETE: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,000 PSI AT 2B DAYS. COVER OVER REINFORCING STEEL: FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE, PER ACI-318: 3 INCHES 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 TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. REINFORCEMENT IS BENT COLD. 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS. 3. REINFORCEMENT PARTIALLY EMBEDDED IN'CONCRETE SHALL NOT BE FIELD BENT. MOORE AND ASSOCIATES LEERING AND CONSULTING, INC. rt IS DE PRDPEM OF 1M HOOD ASSOCIATES, W_ TIE ) RUIZODUCTICK COPTUD, OR OTIERWISE USE 0< THIS DROENT IS IHISITED OM ANY WRINGDI R TIEREUPOI FAT i SULECT TO a FIBERGLASS r 4 L 4YR➢E °G r d III; i—• t I —I r i I — _I a MINIMUM 6' ' EMBE➢WENT (TYPA I I MON0.ITHIC CONCRETE FOOTING (3000 PSI MIND REINFORCED WITH (2) ta'S CONTINUOUS 1._0. CONCRETE SLAB BASE 3 B RAIL ANCHORAGE SCALE. NTS �.Ia T/CONCRETE E HA I/ EX NUT LT TYPICAL CAST -IN PLACE ANCHOR ROD DETAIL SCALE. NTS ,OSyP,..... E NSF ..9F�: • N/o 57 ///��• 9 v H /�' ,o .� E OF THIS BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS TYPICAL BOX EAVE RAFTER END WALL FRAMING SECTION SCALE+ 1/8' = 1'-O' OPENING FOR ROLL -OP DOOR WITH HEADER OPENING FOR SWINGING DOOR WITH HEADER TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING' SECTION SCALE: 1/8' = 1'-0' (ING FOR WINDOW i HEADER AND WINDOW . (ALSO APPLICABLE CND WALLS) TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALE: 1/8' = 1'-O' MOORE AND ASSOCIATES AND CONSULTING, INC. 1s BOW RAFTER END WALL AND SIDE WALL OPENINGS TYPICAL BOW RAFTER END WALL FRAMING SECTION SCALE: 1/8' = V-0' TYPICAL BOW RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALE: 1/8' = V-0' MOORE AND ASSOCIATES TYPICAL BOW RAFTER END WALL OPENINGS FRAMING SECTION HALE: 1/8' = 1'-0' S. * No 5 T. \ AND CONSULTING, INC. 1s BOW AND BOX EAVE RAFTER WALL OPENING DETAILS IS 2'x2'x2' 16 GA. ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'x3/4' SDF'S 2 ON TOP AND 2 ON SIDE END POST END POST/RAFTER 4 CONNECTION DETAIL SCALD NTS POST END POST SDF'S IS HEADER OR WINDOW RAIL HEADER OR WINDOW RAIL 6 TO POST CONNECTION DETAIL SCALE: NTS MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. POST (CORNER) 1 1/2'xl 1/2'x2' 16 GA. CLIP ANGLE SECURE TO RAFTER POST AND BASE RAIL W/0) 1/4'x3/4' SDF'S CONTINUOUS BASE RAIL END POST/BASE RAIL 5 CONNECTION DETAIL SCALE NTS TRUSSED RAFTER CHORD. HEADER TS EPOST GR - 2'x2'x2' 16 GA ANGLE CLIP ND DOOR WINDOW SECURE TO POST (EACH FRANE POST SIDE) AND RAFTER CHORD/RAIL WITH 1/4'x3/4' SDF'S 2 ON BOTTOM AND 2 ON SIDE NOTE; AT ROLL -UP DOOR OPENINGS, POST SHOULD BE TS HEADER, BASE FLUSH WITH RAIL END. CLIP RAIL, OR WINDOW POST TO RAIL ONLY ON SIDE RAIL OPPOSITE THE OPENING. POST TO HEADER, BASE RAIL, OR 7 WINDOW RAIL CONNECTION DETAIL SCALE+ NTS °vF tS�lft Aa,t°i yF , No OF �d Is BOW AND BOX EAVE RAFTER WALL OPENING DETAILS NIPPLE HEADER EACH DOUBLE HEADER/POST 8 CONNECTION DETAIL SCALE NTS POST MINIMUM V LONG. MINIMUM 1 5 GA, IS NIPPLE. SECURE EACH WITH (4) 1/4'x3/4' S➢ 'S POST/BASE RAIL 10 CONNECTION DETAIL SCALE: NTS MOORE AND ASSOCIATES [EERING AND CONSULTING, INC. NIPPLE HEADER POST/DOUBLE HEADER 9 CONNECTION DETAIL SCALE+ NTS S. OF G7 as BOX EAVE RAFTER LEAN-TO OPTIONS S➢F'S AT MAIN STRUCTURE TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN) SCALE: 1/8' = 1'-0' IS BOX EAVE RAFTER 3/16 NIPPLE TO RAFTER 3/16 O % 6' _I. a3p➢, TETENSION /% I6 R IS SECURE WITH (4) 1/4'x3/4' SIPS (EACH END) GA U-CHANNEL BRACE MINIMUM 6' LONG, MINIMUM 15 GA.. IS NIPPLE. SECURE POST TO NIPPLE WITH C4) 1/4'x3/4' S➢E'S SIDE EXTENSION RAFTER/ CORNER POST DETAIL SCALE: NTS MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. Fig THE PHIO UTT Or IW MD ASSOCIATES. DHC. THE I IEPRDDUCTIQ{_ ITpTM_OI GT1EYVisE USE or -THIS ➢OCLENT Is LEAN-TO RAFTER TO RAFTER POST CONNECTION DETAIL 1 L SCALE: NTS BOW RAFTER LEAN-TO OPTION TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING SECTION —SCALE: 1/8' = 1'-O' C B' 16 GA ANGLE CLIP SECURE POST e RAFTER WITH WITH 4' SOPS 2 ON TOP 'x3 AND ANO 2 ON BOTTOM SECURE 2' 16 CA.OS ANGLE CLIP SECURE 4' POST AND RAFWITTI TOP AND 2 ON SDF'S 2 ON TOP ANp 2 pN BOTTOM IS RAFTER TS BOW RAFTER •� SECURE WITH % CQ 1/4.+3/4• SOCS (EACH END) 9. RSOj �•16 GA U-CHANNEL BRACE °s40. '1 TS POST LEAN-TO RAFTER TO RAFTER 11 POST CONNECTION DETAIL SCALE NTS MOORE AND ASSOCIATES FEERING AND CONSULTING, INC. BUILDING IT IS THE PRMeTT DF HtQE MO ASSDCIATES• DC TIE 1 REPRDpICTIOI. CDPtIND, DR OT MISE USE CF THIS DOCYERT IS MID ITED •HD 11Mf IKRDGE1Exf TEREDPM IIMT M SDRECT TD BOX EAVE RAFTER VERTICAL ROOF OPTION TYPICAL END ELEVATION VERTICAL ROOF SCALE1 1/8' = 1'-0' TYPICAL SIDE ELEVATION VERTICAL ROOF SCALE: 1/8' = 1'-0' S. ;EA MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. TYPICAL SECTION VERTICAL ROOF OPTION SCALES 1/8' = F-0' 0836•-18 GAUGE FURRING CHANNEL SPACED NOT MORE THAN 4•-0. O.C. AND FASTENE➢'TO EACH RAFTER WITH (2) I/4•X3/4• SDF'S LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 639 SEE NOTES PAGE 3) FOR MAXIMUM SPACING TYPICAL FRAMING SECTION VERTICAL ROOF ❑PTION SCALES 1/8' = P-O' ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) SCALE NTS BUILDING Is