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HomeMy WebLinkAboutSTRUCTURAL DESIGN ENCLOSED BUILDINGSTRUCTURAL DESIGN: ENCLOSED_ BUILDING MAXIMUM 0 30'-0" WIDE X 14'-" EAVE HEIGHT- BOX EAVE FRAME: AND BOW FRAME 21 August.2014 Revision 3 M&A Project No. 121179 Prepared for: Mr. Danny Lowery President- Steel Structures .1660 Dixon Airline Road. Augusta, Georgia 30906 Prepared by: Moore and Associates Engineering and Consulting, Inc. '1009 East Avenue North Augusta; SC 29841 9GdSgoO,C OtIlS9 ,� o,J�Q;.��GEN��°°�✓ems .Qs No 1 o IVIOOFIE AND ASSOCIATES ENCzEtVEERING ANb CONSULTING I -*STATE OF .041 s .......... � �� i 'o®Am ���®eaiaaaeep�01 ��P.•��G E lV S�^. �� s 0 • o • jr • STATE OF : �® 4 O R ��®sBseaga ®� �13 01 0�00 MOORE AND ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING CHECKED BY: PDH ENGINEERING AND CONSULTING, INC. PE SEAL COVER SHEET THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES. INC. THE tNAUTMORIZED REPRODUCTION. COMM. OR OTHERWISE USE OF THIS DOCUMENT IS OJECT HGR: VSH DATE: 8-21-1� SCALE: NTS JOB NO 12117S LIENT: - ISHT. 1 DWc, ND SK-3 Vs 3 STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY RE SUBJECT TO LEGAL ACTION. DRAWING INDEX SHEET 1 PE SEAL COVER SHEET SHEET 2 DRAWING INDEX 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 SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOW RAFTER) SHEET 7 CORNER POST CONNECTION DETAILS SHEET 8 BASE RAIL ANCHORAGE ❑PTIONS SHEET 9 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOX EAVE) SHEET 10 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOW RAFTER) SHEET 11 WALL OPENING DETAILS SHEET 12 WALL OPENING DETAILS SHEET 13 LEAN-TO OPTIONS (BOX EAVE RAFTER) SHEET 14 LEAN-TO OPTIONS (BOW RAFTER) SHEET 15 VERTICAL ROOF ❑PTION END AND SIDE ELEVATION AND SECTION MOORE AND ASSOCIATES AND CONSULTING, INC. is 0 Srorero�oo® . �I p p ssi 000S�P•'�.�G E N`S`c'•; Qom% 0 No i7 8(zs �� 0 STATE OF <U s b e e • o` O R 1�1dA� 111�°®° BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING BOX EAVE FRAME RAFTER ENCLOSED BUILDING (Sheets 4, 5, 8, 9, 11, 12, 13, AND 15) WINDOW (AS APPLICABLE) DE SIGN PRESSURE LOW = (17.5 PSF, -19.9 PSF) HIGH = (26.45 PSF, -29.95 PSF) 6' LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS r TYPICAL SIDE ELEVATION -HORIZONTAL ROOF SCALE: 1/8' = 1'-0' BOW FRAME RAFTER ENCLOSED BUILDING (Sheets 6, 7, 8, 10, 11, 12, AND 14) WINDOW (AS APPLICABLE) DESIGN PRESSURE LOW = (17.5 PSF, -19.9 PSF) HIGH (26.45 PSF, -29.95 PSF) 6' LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS r TYPICAL SIDE ELEVATION SCALE- 1/B' = l'-O' ROLL-1 (AS AF DESIGN LOW = HIGH = FLASHING-( Y VUUK 'LICABLE) PRESSURE (17.5 PSF, -19.9 PSF) (26.45 PSF, -29.95 PSF) CAS APPLICABLE) DESIGN PRESSURE LOW = (17.5 PSF, HIGH (26.45 PSF 30' MAXIMUM RAFTER SPAN 19.9 PSF) -29.95 PSF) TYPICAL END ELEVATION -HORIZONTAL ROOF SCALE: 1/8' = l'-O' ROLL -UP DOOR SWINGING DOOR (AS APPLICABLE) (AS APPLICABLE) DESIGN PRESSURE DESIGN PRESSURE LOW = (17.5 PSF, -19.9 PSF) LOW = (17.5 PSF, -19.9 PSF) HIGH = (26.45 PSF, -29.95 PSF) HIGH = (26.45 PSF, -29.95 PSF) 30' MAXIMUM RAFTER SPAN _I r TYPICAL END ELEVATION SCALE: 1/8' = 1'-0' INSTALLATION NOTES AND SPECIFICATIONS $aeoo®�® :. 0 1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. pp o•�\G E AfS-• 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE (FBC) WITH 2O12 SUPPLEMENT AMENDMZNTS,� 2000 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC. = o,No71713. DESIGN LOADS ARE AS FOLLOWS:A) DEAD LOAD = 1.5 PSFg/B) LIVE LOAD= 12 PSF D( C) SNOW LOAD = 20 PSF • STAT'E 4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH): MAXIMUM RAFTER/POST AND L°dA�,I�flsl e. SPACING = 5.0 FEET. ®® � •• G R I Q.•• 5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND EN', Bp ✓®,tl �� SPACING = 4.0 FEET. ®®®goalI sg0 6. RISK CATEGORY I. 7. WIND EXPOSURE CATEGORY B. 8. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 I/4' x 2 1/4' - 14 GAGE TUBE STEEL (TS) FRAMING MEMBERS. 9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR 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 ❑R LESS, AND ROOF SLOPES OF 14• (3:12 PITCH) OR LESS SPACING 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 ( < 108 MPH NOMINAL) WIND SPEEDS ONLY. 2. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES FOR HIGH WIND, EVERY OTHER POST FOR LOW WIND. 3. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL) WIND SPEEDS. MOORE AND ASSOCIATES DRAWN BY: AS INEERING AND CONSULTING, INC. CHECKED BY: PI DENT IS THE PROPERTY Or NOORE AND ASSOCIATES, INC. THE n WrT MAP. I Y PROHIBITED AND ANY THIS DOCUMENT IS BE SUBJECT TO BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING B-21-14 K 26 OR 29 GA. GALVANIZED METAL ROOF AND WALL PANELS FASTENED TO RAFTERS AND POSTS WITH 1/4'x1' SDF'S WITH CONTROL SEAL WASHER 2 AVERAGE 6' O.0 SPACING 12 Q3 24' 16 GA. U-CHANNF BRACE FASTENED TO RAFTER WITH (2) I/ SDF'S AT EACH END (4 PER BRACE) a s 0 LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING '- SECTION SCALE: 1/8' = 10' SCALE: 1/8' = 1'-0' TS BOX EAVE 3/16 RAFTER NIPPLE TO RAFTER 3/16 u 4S.00. <-S `16 GA. U-CHANNEL BRACE 6, ((8' RAFTER POST) (LOW OR HIGH WIND SPEED) N m � .. IMUM 6' LONG, MINIMUM l4 GA., NIPPLE. SECURE PDST TO NIPPLE TH (4) 1/4'xl' SDF'S SECURE WITH (4) 1/4'x1' SDF'S (EACH END) TS POST BOX EAVE RAFTER/CORNER lA POST CONNECTI❑N DETAIL SCALE: NTS N IS 111808 A � e y • ... •.�/ O �O 0 i • No 7 i ® :• STAT O F �. 4:09mitallt MOORE AND ASSOCIATES MAI GINEERING AND CONSULTING, INC. HE( MLKNT IS THE PROPERTY OF HOME AND ASSOCIATES, INC. THE O. HOMED REPRODUCTION. COPYING. OR OTHERWISE USE OF THIS DOCUMENT IS rLY PROHIBITED AND ANY INFRINGEMENT THEREUPON NAY BE SUDJECT TO NIPPLE BASE F MINIMUM 12' LONG, MINIMUM 14 GA., IS NIPPLE. SECURE WITH (6) 1/4'x1' SDF'S TS POST TS CONTINUOUS BASE RAIL RAFTER POST/ 2 BASE RAIL CONNECTION DETAIL SCALE: NTS 16 GA. U-CHANNEL BRACE FASTENED TO THE LEG AND RAFTER, WITH (2) I/4'x1' SDF'S AT EACH END (4 PER BRACE) BRACE SECTION SCALE, NTS 4 BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING 9-21-14 SCALE. NTS JOB NO: 121I7S TS BOX EAVE RAFTER SECURE VITH / 141 1 END SDF'S E I �„ (EACH ENO) i I of j 3/16 NIPPLE TO 3/16 RAFTER / MINIMUM 6' LONG, MINIMUM 14 GA., / 6• TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4'x1' SDF'S i J ` 16 GA. U-CHANNEL BRACE 4$D0' TS BOX EAVE RAFTER / m j 'i o �I TS POST 12 GA. / P 3/16 / (11' TO 14' RAFTER POST) NIPPLE TO -�i (HIGH AND LOW WIND SPEED) i 3/16 RAFTER / io- II / 16 GA. U-CHANNEL BRACE 6' MINIMUM 6' LONG, MINIMUM 14 GA., SECURE.WITH TS NIPPLE. SECURE / (4) 1/4'xl' SDF'S POST TO NIPPLE j (EACH ENO) WITH SDF'S (4) 1/4'zl' / i w 'I! J l o u vi li, TS 2x2-14 GA. REINFORCING o 9 i' NIPPLE 3'-0' LONG. SECURE I 5�0• / WITH (16) 1/4'x1' SDF'S m POST l4 GA. (13' TO 14' FOR LOW WIND) TS TS TO 30' RAFTER POST) (12' TO 14' FOR HIGH WIND) (HIGH AND LOW WIND SPEED) TS POST 12 GA. I C11' TO 12' RAFTER POST FOR LOW VIND SPEED) I., RAFTER POST FOR HIGH WIND SPEED) I BOX EAVE RAFTER/CORNER 1 B POST CONNECTION DETAIL SCALE NTS MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. DOCIAEM IS THE PROPERTY OP NppRE AND ASSOCIATES, INC THE HORIZED REPRODUCTION, COPYING• OR OTHERWISE USE Or THIS DOCUMENT IS ILY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO ACTION. SECURE VITH (4) 1/4'x1' SOF'S (EACH END) BOX EAVE RAFTER/CORNER 1C POST CONNECTI❑N DETAIL SCALE: NTS a00� 4�Q.•�\Ci �tS�•°vT'0 No o �m ®o STATE OF 40 R 1 �•�e`o�e� ®®6�4AL©��®0®' RAVN BY: JRS BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING 26 OR 29 GA. GALVANIZED METAL ROOF AND WALL PANELS FASTENED TO RAFTERS LENGTH VARIES DEPENDING ON AND POSTS WITH 1/4'x1' SDF'S WITH NUMBER AND SPACING OF RAFTERS CONTROL SEAL WASHER @ AVERAGE 6' O.C. SPACING 24' 16 GA. U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 1/4'xl' j �- SDF'S AT EACH END = (4 PER BRACE) W x pu i J MAXIMUM RAFTER SPAN TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST FRAMING SIDE SECTION SCALE: 1/8' = 1'-0' B SCALE: 1/8' = 1'-D' IS BOW RAFTER y SECURE WITH NO SCREWS (4) 1/4'xl' SDF'S REQUIRED IN / (EACH END) BOW END / n / NIPPLE BASE R 16 GA. U-CHANNEL BRACE 0 4500. / (SD' RAFTER POST) (LOW OR HIGH WIND SPEED) —MINIMUM 6' LONG, MINIMUM 14 GA., IS NIPPLE. SECURE BOW RAFTER AND KOST TO NIPPLE WITH (4) 1/4•x1 ' 'S TS POST BOW RAFTER/CORNER POST FASNLENENCTS ,`��oaaameae®eaa�� o�%���Q•l GC•Nd*-. �po°� o� s m No17 0 • e s J is, �i S �TE OF -4U // � Aa ID P, ! Q,O. NAL aeaeoallas MINIMUM 12' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE WITH (6) 1/4'xl' SDF'S o'I ITS POST IS CONTINUOUS BASE RAIL RAFTER POST/BASE RAIL 2 CONNECTION DETAIL SCALE: NTS N 16 GA. U-CHANNEL BRACE FASTENED TO THE LEG AND RAFTER, WITH (2) 1/4'x1' SDF'S AT EACH END (4 PER BRACE) BRACE SECTION SCALE: NTS MOORE AND ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. NECKED BY: PDH ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES. INC. THE U O JECT NOR: VSM PATE: 8-21-14 SCALE: NTS JOB N0 12117S AUTHORIZED REPRODUCTION, COPYING. OR OTHERWISE USE OF THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION. LIENT: SHT. 6 DV6. ND SK-3 V: 3 TS BOW RAFTER r r SECURE V[TH (4) 1 SOPS / END CEALH ENO) NO SCREWS REOUIRED IN ' BOW END � / MINIMUM 6' LONG, / c MINIMUM 14 GA., TS NIPPLE. 'o SECURE BOW / o RAFTER AND POST io W of TO NIPPLE WITH -- (4) 1/4'xl' SDF'S / 16 GA. U-CHANNEL BRACE r J TS BOW RAFTER II_ r % 9S00./ m NO SCREWS / REQUIRED IN BOW END oI / ;o I o/ TS POST 12 GA. MINIMUM 6' LONG, _ MNIMUM 14 GA., (11' TO 14' RAFTER POST) i TS NIPPLE. (HIGH AND LOW WIN➢ SPEED) ^ o ,SECURE BOW / 'I� o RAFTER AND POST n TO NIPPLE WITH of w of - (4) 1/4'x1' SOF'S 16 GA. U-CHANNEL BRACE II c a o <g00 m iu I �l o' TS 2x2-14 GA. REINFORCING / NIPPLE 3'-0' LONG. SECURE WITH (16)l/4'xl' SDF'S j TS POST 14 GA. 113' TO l4' FOR LOW WIND) ' C9' TO 10' RAFTER POST) (12' TO 14' FOR HIGH WIND) / (HIGH AND LOW WIND SPEED) II TS POST 12 GACll. TO 12' RAFTERPO SHIGH �I (11' RAFTER PUST FUR VINOV SPEED)WIND BOW RAFTER/CORNER POST IB CONNECTION DETAIL SCALE NTS MOORE AND ASSOCIATES XNEERING AND CONSULTING, INC. OCUENT IS THE PROPERTT OF MOORE AND ASSOCIATES, INC. THE ORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS LT PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO ACTION. SECURE WITH (4) 1/4'x1' SDF'S (EACH END) BOW RAFTER/CORNER POST 1C CONNECTION DETAIL SCALE: NTS %`,�`®� aSee�® eo°° �At • No q 1Iq • • 1 OF e w Z* .e• BY: JRS BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING BASE 16"GE OPTIONS FOR LOW AND HIGH IND SPEEDS WWF OR FIBERGLASS FIBERS MINIMUM 2 3/4'-_ EMBEDMENT (TYP.) INSTALL 1/2'x6' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH POST ALONG SIDES. (FOR LOW WIND WWF OR FIBERGLASS FIBERS SPEEDS ANCHOR MAY BE INSTALLED AT EVERY OTHER POST) nl T� i 4 GRADE a a I I i n MONOLITHIC CONCRETE FOOTING: I I -III -I I I- (3000 PSI MIN.) REINFORCED -III-I WITH (2) 04's CONTINUOUS 1'-0' 5 5/8' CONCRETE MONOLITHIC SLAB 3A BASE RAIL ANCHORAGE SCALE. NTS MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. GENERAL NOTES CONCRETE: c INSTALL 1/2'x6' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH POST ALONG SIDES. (FOR LOW WIND SPEEDS ANCHOR MAY BE INSTALLED AT EVERY OTHER POST) I GRADE a I- I�I I I III I l n -. x II II- III a G MINIMUM 2 EMBEDMENT 3/4I ELL _ I I --I I -I I I - MONOLITHIC CONCRETE FOOI ';al (3000 PSI MIN.) REINFORCED I -I WITH (2) 04's CONTINUOUS 5 5/8' CONCRETE SLAB BASE 3B RAIL ANCHORAGE SCALE: NTS MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 2' WASHERS STRENGTH OF 3,000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL HOLERILL 5/B' RAIL AND FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT OR SECURE TO ANCHOR EYE WITH BARS SHALL BE PER ACI-318: GROUND SURFACE B 1/2' DIAMETER THROUGH BOLT 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND THE EARTHNORTLY IN WEATHER,NANDT1 1/2 HTHE INCHESARTH DR ELSEWH ELSEWHERE. TOII III -III -III III -IIIy-III -III REINFORCING STEEL: +-I I I -I THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE II—iII -III III II —III—III III -I� 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC II _III —il,=iII II -III —III —III MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: TS CONTINUOUS Ir BASE RAIL 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. DOUBLE HELIX EYE ANCHOR 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT (SEE NOTES BELOW) BE FIELD BENT, HELIX ANCHOR NOTES: 1. FOR VERY DENSE AND/DR CEMENTED SANDS, COARSE GRAVEL 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) 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. ee® S. A • pppp 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND �� ���.•• °1•�•►'./®® pI SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 : % •: ° \G E NS�°• •�� o'm INCH EMBEDMENT. O� ° •� 5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER NO 1 CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES WITH MINIMUM 60 INCH EMBEDMENT. • MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. THIS DOCU1ENT IS THE PROPERTY Or MOORE AND ASSOCIATES. INC. THE UNAUTHORIZED REPRODUCTION. COPYING OR OTHERWISE USE Or THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY K SUBJECT TO LEGAL ACTION. STATE OF 4U s07 °OB.��®emmmmma� BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING MGR-. VSM DATE B-21-14 ISCALD NTS BHT. 8 DWI;. ND SK- r BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS SEE NOTES (PAGE 3) FOR MAXIMUM TYPICAL BOX EAVE RAFTER END WALL FRAMING SECTION SCALE: 1/8' = V-0' BOX EAVE RAFTER/POST ASSEMBLY SEE NOTES (PAGE 3) FOR MAXIMUM OPENING FOR ROLL -UP J LJ OPENING FOR 7 SWINGING DOOR 11 WITH HEADER TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING SECTION SCALE: 1/8' = V-0' OPENING FOR WINDOW OPENING FOR ROLL -UP WITH HEADER AND WIND DOOR WITH HEADER RAIL (ALSO APPLICABLE TO END WALLS) 10 7 6 12 11 II OPENING FOR 7 SWINGING DOOR A WITH HEADER TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALE: 1/B' = 1'-0' MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. XXUIENT IS THE PROPERTY OF HOORE AND ASSOCIATES. INC. THE HORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS ICY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO Q�®o�111se 1 a 9 B Bp�,®B®s .:w-o ss0 ® a, ® NO 17 • 0 o ® s m � ® STATE�OF • • e 'o®os'o���C BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING TD 12117S BOW RAr iER END WALL AND SIDE WALL OPENINGS SEE NOTES (PAGE 3) FOR MAXIMUM TYPICAL BOW RAFTER END WALL FRAMING SECTION SCALE: 1/6' = 1'-0' BOW RAFTER/POST ASSEMBLY OPENING FOR ROLL -UP DOOR WITH HEADER OPENING FOR-( SWINGING DOOR II WITH HEADER TYPICAL BOW RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALE: 1/8' = 1'-0' MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. DOCUIENT IS THE PROPERTY Or HOOK AND ASSOCIATES, INC THE HOR12E0 REPRODUCTION. COPYING. OR OTHERWISE USE OP THIS DOCLPENT IS AND MAY BE SEE NOTES (PAGE 3) FOR MAXIMUM OPENING FOR SWINGING DOOR WITH HEADER TYPICAL BOW RAFTER END WALL OPENINGS FRAMING SECTION SCALE: 1/8' = 1'-0' OPENING FOR WINDOW WITH HEADER AND WINDOW RAIL(ALSO APPLICABLE TO ENO WALLS) eNE BS. �0°OOi A ...O ° • N%�7i7 L v o�Z S �4 T TE OF ono®®ASO®6V�1L1��o�®�`, aaaeoa BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING BOW AND BOX EAVE RAFTER WALL OPENING DETAILS TS RAFTER 2'x2'x2' 16 GA. ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'xl' SDF'S 2 ON TOP AND 2 ON SIDE IS END POST END POST/RAFTER E�S NECTION DETAILCALE NTS TS POST OR END POST -2'x2'x2' 16 GA. ANGLE CLIP SECURE TO POST AND EITHER TOP OF HEADER, OR BOTTOM OF WINDOW RAIL WITH 1/4'xl' SDF'S TS HEADER OR WINDOW RAIL HEADER OR WINDOW RAIL 6 TO POST CONNECTION DETAIL SCALES NTS MOORE AND ASSOCIATES INEERING AND CONSULTING, INC. DENT IS THE PROPEIV Or MOORE AND ASSOCIATES, INC- THE II2ED REPRODUCTION, COPrING, OR OTHERWISE USE OF THIS DOCUMENT IS PROHIBITED AND ANY IWRINGENENT THEREUPON MAY BE SUBJECT TO TS POST (CORNER) NIPPLE TD 3/16 MINIMUM 12' LONG, MINIMUM BASE RAIL 3/16 r -, la Ga, TS NIPPLE. SECURE WITH (6) 1/4'xl' SDF'S lo, 1 1/2'xl 1/2'x2' 16 GA. CLIP poi ANGLE SECURE TO RAFTER POST AND BASE RAIL W/(4) 1/4'x1' SDF'S 11— TS CONTINUOUS BASE RAIL END POST/BASE RAIL cJ ONNECTION CDETAIL SCALE. NTS TS END PDST OR DOOR WINDOW FRAME POST TS HEADER, BASI RAIL, OR WENDO% RAIL ?AFTER CHORD, :TURAL HEADER 2'x2'x2' 1 6 GA. ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH 1/4'x1' SDF'S 2 ON BOTTOM AND 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 HEADER, BASE RAIL, OR 7 WINDOW RAIL CONNECTION DETAIL SCALE: NTS 0®�oa��ssts rrrre��vi o®oo A�f� M90 r,o, m 6t90- 17 S��4 � g j,�s/ly o � ®�OF . w: O . cv ®oetx ® 0NALS 00% ePD9@@Bts'0% BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING NIPPLI BASE BOW AND BOX EAVE RAFTER WALL OPENING DETAILS 6' LONG, MINIMUM TS NIPPLE. SECURE EACH I) 1/4'xl' SELF -DRILLING -RS 1 DOUBLE HEADER/POST 8 CONNECTION DETAIL SCALE, NTS TS POST 3/l6 NIPPLE TO lo' Io' MINIMUM 12' LUNG, MINIMUM BASE RAIL 3/l6 14 GA., TS NIPPLE. SECURE EACH WITH (4) 1/4'x1' SELF -DRILLING of FASTENERS I i i TS CONTINUOUS BASE RAIL _ POST/BASE RAIL 10 CONNECTION DETAIL SCALE- NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. THIS DOCUMENT IS THE PROPERTY Or HOME AND ASSOCIATES, INC. THE Uu1HTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY IWRINGENENT THEREUPON N11Y BE SUBJECT TO LEGAL ACTION. TS POST NIPPLE TG 3/16 BASE RAIL 3/16 MINIMUM 6' LUNG, MINIMUM i ° 14 GA., TS NIPPLE. SECURE WITH (4) 1/4'x1' SELF -DRILLING FASTENERS 0 3-12 DOUBLE TS HEADER 3-12 POST/DOUBLE HEADER 9 CONNECTION DETAIL SCALE. NTS eSareatoiwo �o • No 71 m _ ® STATE lOF 40 ORIV �B®®osso®NAo E%ov`� BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING RD BOX EAVE RAFTER LEAN—TO OPTIONS 124' 16 GA. U-CHANNEL BRACE FASTENED TO 12 RAFTER VITH (2)1/4'x]' 13 SDF'S AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO TYPICAL BOX EAVE RAFTER LEAN—TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN) I SCALE: 1/e, = 1'-0' NIPPLE TO 12' LONG TS I4 GA. RAFTER 3/IE NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4'xI' SDF'S o�ll 6' LTS EXTENSION RAFTER TS BOX EAVE RAFTER SECURE WITH (4) 1/4'x1' SDF'S (EACH END) 4�OB• j 16 GA. U-CHANNEL BRACE TS POSTS ( \—MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4'xl' SDF'S SIDE EXTENSION RAFTER/ 11 SCAE ER POSTDETAILNTS MOORE AND ASSOCIATES DRAWN Bt GINEERING AND CONSULTING, INC. NECKED DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE &YING. 1 OJECT HORIZED REPRODUCTION, DR OTHERWISE USE Or THIS DOCUMENT IS MY PROHIBITED AND ANY INFRINGEMENT THEREUPON NAY BE SUBJECT TO ACTION. LIENT: - 2'x2'X2' 16 GA. ANGLE CLIP SECURE TO POST AND RAFTER VITH 1/4'xl' SDF'S 2 ON TOP AND 2 ON BOTTOM _TS RAFTER TS POST LEAN—TO RAFTER TO RAFTER 12 POST CONNECTION DETAIL SCALE: NTS ease®c®o®a6e® NO 5 .00% oSTATR OF :4Q 8699900 BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING BOW RAFTER LEAN-TO OPTION TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING SECTION SCALE: 1/8' = 1'-O' 2'x2'X2' 16 GA. ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'xl' SDF'S 2 ON TOP AND 2 ON BOTTOM 2.x2'X2' 16 GA. ANGLE CLIP SECURE TO POST AND RAFTER WITH I/4'xl' SDF'S 2 ON TOP AND 2 ON BOTTOM TS RAFTER- TS POST TS BOW RAFTER SECURE WITH (4) 1/4'xl' SDF'S (EACH END) 9. / 16 GA. U-CHANNEL BRACE "500. 1 MINIMUM 6' LONG. MINIMUM 14 GA., TS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH (4) I/4'xl' SDFS. LEAN-TO RAFTER TO RAFTER POST CONNECTION DETAIL 1 SCALE- NTS MOORS AND ASSOCIATES ENGINEERING AND CONSULTING, INC. THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE O: THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON 14AY BE SUBJECT TO LEGAL ACTION. T MGR: WSN BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING NTS FLASHING TYPICAL END ELEVATION VERTICAL ROOF SCALE: 1/8' = 1-0' iING LENGTH VARIES, DEPENDING ON I NUMBER AND SPACING OF RAFTERS 71 TYPICAL SIDE ELEVATION VERTICAL ROOF SCALE: 1/8' = 1'-0' �o®6'4ttu aamegod®®9® s• v® E IV [�� o N oC ; m e lFFFr � gl�1�� o STA OF 44/� _A O MOORE AND ASSOCIATES INEERING AND CONSULTING, INC. DENT IS THE PROPERTY Or MORE AND ASSOCIATES. INC. THE 'IZED REPRODUCTION. COPYING. OR OTHERWISE USE Or THIS DOCUENT IS TPROIBITED AND ANY [WRINGENENT THEREUPON MAY BE SUBJECT TO -26 OR 29 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 1/4'x1' S➢F'S WITH CONTROL SEAL WASHER E AVERAGE 6. O.C. SPACING 12 Q 3 0.836'-18 GAUGE FURRING CHANNEL 24. 16 GA. U-CHANNEL (PURLIN) BRACE FASTENED TO RAFTER WITH (2) 1/4'xl' w S➢F'S AT EACH END _ (4 PER BRACE) w >f Q a TYPICAL SECTION VERTICAL ROOF OPTION SCALE: 1/8' = 1'-O' TYPICAL FRAMING SECTION VERTICAL ROOF OPTION SCALE: 1/8' = 1-0' 0.836-18 GAUGE _ FURRING CHANNEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) SCALE+ NTS BY: AS BENNETT BUILDING SYSTEMS, LLC D BY: PDH ENCLOSED BUILDING T NOR: WSM DATE: B-21-14 SCALE: NTS JOB ND 12 SHT. 15 DWG. ND SK-3 v: 3