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HomeMy WebLinkAboutStructural Design=County, STRUCTURAL DESIGN ENCLOSED BUILDING EXPOSURE B MAXIMUM 30'-0" WIDE X 20'-0" EAVE HEIGHT- BOX EAVE FRAME AND BOW FRAME ZCO(o - ©5t -2 REVIEWED FOR CODE COMPLIANCE S'T. LUCIE COUNTY BOCC 18 December 2017 Revision 4 M&A Project No. 16022S/17300S Prepared for: Tubular Building Systems, LLC 631 SE Industrial Circle Lake City, Florida 32025 Prepared by: Moore and Associates Engineering and Consulting, Inc. C"(PY 1009EastAvenue FILE�A-13 North Augusta, SC 29841 401 S. Main Street, Suite 200 Mount Airy, NC 27030 MOORE AND ASSOCIATES ENGINEERING AND CONSULTING ♦ P �. • ENyS'••.9 �i F - r E MAR No53 20 220 •� ' STATE OF •� ��/� .• '•.S�ONALE♦��♦ MOORE AND ASSOCIATES DRAWN BT. LT gas TUBULAR BUILD SYSTEMS 30'-O'k2O'-O" ENCLOSED BUILDING EXP. B CHECKED BY, PDN ENGINEERING AND CONSULTING, INC. PE SEAL COVER SHEEC PROJECT MGR= VSN DATE. 12-18-17 SCALE- NTS .AB Nib 16022S/17300S THIS DOCUMENT IS THE PROPERTY ON HOORE AND ASSOCIATES ENGINEERING AND CONSULTING. THE UMANHOIIEED REPRODUCTION. [OPTING. ON OTHERWISE USE OT THIS DOCUMENT BE i0 IS SI ICTL �BITED AND ANT IK2IK[1ENT THEREUPON MY CLIENT- TBS T. 1 DWG. No SK-3 IREVA 4 DRAWING INDEX SHEET 1 PE SEAL COVER SHEET SHEET 2 DRAWING INDEX SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS SHEET 4 TYPICAL SIDE AND END ELEVATIONS SHEET 5 TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOX EAVE RAFTER) SHEET 6A TYPICAL RAFTER COLUMN CONNECTION DETAILS (LACED COLUMN) SHEET GB TYPICAL RAFTER COLUMN CONNECTION DETAILS (DOUBLE COLUMN) SHEET 6C TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN) SHEET 7 TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOW RAFTER) SHEET 8A TYPICAL RAFTER COLUMN CONNECTION DETAILS (DOUBLE COLUMN) SHEET 8B TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN) SHEET 9A BASE RAIL ANCHORAGE ❑PTIONS SHEET 9B ❑PTIONAL FOUNDATION ANCHORAGE SHEET 10 TYPICAL END WALL AND SIDE WALL ❑PENING FRAMING SECTIONS (BOX EAVE RAFTER) SHEET 11 TYPICAL END WALL AND SIDE WALL OPENING FRAMING SECTIONS (BOW RAFTER) SHEET 12 WALL ❑PENING DETAILS SHEET 13 LEAN-TO ❑PTIONS (BOX EAVE RAFTER) SHEET 14 LEAN-TO ❑PTIONS (BOW RAFTER) SHEET 15 VERTICAL ROOF/SIDING ❑PTION END AND SIDE ELEVATION AND SECTION SHEET 16 OPTIONAL DOOR HEADER NO 57170 MAR * 3 2020':* STATE OF I MOORE AND ASSOCIATES DRAWN By -LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. lcmEcKE, 30'-O x2O'-O^ ENCLOSED BUILDING EXP. B 2 IDW4 NO SK-3 FtEV, 4 INSTALLATION NOTES AND SPECIFICATIONS 1. DESIGN IS FOR A MAXIMUM 30'-0' WIDE x 20'-0' EAVE HEIGHT ENCLOSED STRUCTURES. 2, DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC) GTH EDITION, 2012 INTERNATIONAL BUILDING CODE (IBC), AND 2015 IBC. 3. DESIGN LOADS ARE AS FOLLOWS A) DEAD LOAD = 1.5 PSF B) LIVE LOAD = 12 PSF C) GROUND SNOW LOAD = 10 PSF 4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED B1 TO 108 MPH)t MAXIMUM RAFTER/POST AND END POST SPACING = 5.0 FEET. S. 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. B. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' - 14 GAUGE TUBE STEEL (TS) FRAMING MEMBERS. FOR VERTICAL PANELS, 29 GAUGE METAL PANELS SHALL BE FASTENED TO 18 GAUGE HAT CHANNELS (UNLESS OTHERWISE NOTED). 9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9' OR END = G', (MAX.) 10. FASTENERS CONSIST OF k12-14x3/4' SELF -DRILLING FASTENER (S➢F), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' M12 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 1l. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER COLUMN ALONG SIDES. 12. GROUND ANCHORS (SOIL NAILS) CONSIST OF R4 REBAR W/WELDED NUT x 30' LONG IN SUITABLE SOIL CONDITIONS MAY BE USED FOR LOW ( S 108 MPH NOMINAL) WIND SPEEDS ONLY. OPTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USE IN UNSUITABLE SOILS AS NOTED. 13. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND MUST BE USED FOR HIGH WIND SPEEDS. 14. WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE: SOIL SITE CLASS = D RISK CATEGORY I/11/111 R= 3.25 I,= I'D SDD= 1.522 V= CSW SDp 0.839 MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. No 57170 *' MAR 2�3 2020 :* STATE OF TUBULAR BUILDING SYSTEMS 30'-O"x2O'-O" ENCLOSED BUILDING EXP. B No SK-3 IREV, 4 ❑ BOX EAVE FRAME RAFTER ENCLOSED BUILDING ROLL -UP DOOR I. HI DESIGN LOW HIGH S APPLICABLE) (AS APPLICABLC 22b PSF) F, -34.15 PSF) ~FLASHING TYPICAL END ELEVATION —HORIZONTAL ROOF SCALE. NTS ❑ BOV FRAME RAFTER ENCLOSED BUILDING ROLL -UP DOOR APPUEABLE> rSVINGING DOOR DE pESIGN PRESSURE LOW (185 PSG, PSF) (AS APPLIGBLE) pESIGN PRESSURE HIGH • (27.95 PSG, -3➢.) PSF) ,%4 LOW = (289 PSF, -22A PSF) I HIGH = (3115 PSF, -34.15 PSF) TYPICAL END ELEVATION SCALE NTS TYPICAL SIDE ELEVATION SCALE. NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. MY DESIGN PRESSURE ��•�_ LOW = 121.8 PSF, -23.6 PSF) HIGH (32.65 PSF, -35.6 PSF) LENGTH VARIES DEPENDING NUMBER p R' SPACING OF RiE AND TYPICAL SIDE ELEVATION —HORIZONTAL ROOF SCALE. NTS No 57170 t *f MAR 2 * 2020 STATE OF R 1A IA1. ge TUBULAR BUILDING SYSTEMS 30'-0"x20'-O" ENCLOSED BUILDING EXP. B TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE: NTS 29 GA, GALVANIZED METAL ROOF AND WALI PANELS FASTENED TB RAFTERS AND POSTS 24' ID GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (4) 412-140/4' SDF'S AT EACH END (B PER BRACE) TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE, NTS ..-- ....-... TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE, NTS SCALE: NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. No 57170 *: MAR 2* 2020 * STATE OF TUBULAR BUILDING SYSTEMS 30'-0'k20W' ENCLOSED BUILDING EXP. B TS ROOF RAFTER i 3/16 CONNECTOR SLEEVE TO J/16 RAFTER (TYPJ SECI (4) soF MINIMUM 6' LONG. MINIMUM 15 GA, IS NIPPLE SECURE / MST POST ID NIPPLE WITH I<> b 3/4' SGP'S / 18 GA. U-CHANNEL BRACE 3/16 P 3/16 / ml� `TS CHORD I IS COLUMN BOX EAVE RAFTER COLUMN CONNECTION DETAIL FOR HEIGHTS 16'-0- < TO <_ 20'-0' i SCALE, NTS H BRACE SECTION SCALES NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. MIN MIN NIP, WIT R12 RAFTER COLUMN/BASE RAIL 2 CONNECTION DETAIL SCALE, NTS No 57170 t * MAR 2k3 2020 :* o: PO STATE OF :��4 TUBULAR BUILDING SYSTEMS 30'-0"x2O'-O" ENCLOSED BUILDING EXP. B JOB ND 12-18-17 SCALE- NTS 16022S/173005 6A 0VG NO SK-3 EVI 4 BOX EAVE RAFTER COLUMN CONNECTION DETAIL I FOR HEIGHTS 14'-0- < TO i 16'-0- SCALE. NTS 012-1e:3/4• 2 1I2' END (B PER BRACE SECTION SCALE- NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. SLEEVE 71 BASE RAIL DOUBLE COLUM 412-I/x3/4• SUPS RAFTER COLUMN/BASE RAIL 2 CONNECTION DETAIL SCALE, NTS No 57170 * MAR 213 2020 vo J, STATE OF -. TUBULAR BUILDING SYSTEMS 30'-0'k2O'-O" ENCLOSED BUILDING EXP. B JOB BD iK-3 IS ROOF RAFTER CONNECTOR 3/16 12 SLEEVE TO RAFTER 3/16 3�'' 01 / 6' / MINIMUM 6• LONG, •S• / Sp MINIMUM 15 GA.. is NIPPLE. SECURE POST TO NIPPLE WITH 141 tl12-14x3/a• S IB GA. U-CHANNEL BRACE —TS COLUMN e S S I —IS 2 114'x2 vP-14 GA, REINFORCING 6'-0' LONG (HV) AND 5'-0' LONG (LW) SECURE WITH (10) N12-14x3/4' SOF'S BOX EAVE RAFTER COLUMN CONNECTION DETAIL' 1 FOR HEIGHTS 10'-0' < TO < 14'-0' 4 F' SCALES NTS E IS ROOF 3/16 2 3/I6 3�1 V, 6• MINIMUM 6• LONG, MINIMUM )5 GA, IS NIPPLE. SECURE IB GA. U-CHANNEL BRACE POST TO NIPPLE WITH (4) 412-14x3/4' SDF'S IS COLUMN END) BOX EAVE RAFTER COLUMN CONNECTION DETAIL IB FOR HEIGHTS < 10'-0- SCALE: NTS BRACE SECTION SCALE: NTS * MARo25312920 �-0 3 RAFTER COLUMN/BASE RAIL 2 9 STATE OF :&j 2 SONNCALD N CONNECTION DETAIL �i�0�., �•� �� iiF'.<pR..V 0� MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B JOB ND 12-18-17 SCALE: NTS 160225/173005 6C OVfi, NQ SK-3 kV, 29 GA, GALVANIZED METAL ROOF AND PANELS FASTENED TO RAFTERS AND 1 Q) 24' 19 GA, U-CHANNEL BRACE FASTENED TO RAFTER WITH (M) 012-I4x3/e' S➢F'S AT EACH END (8 PER BRACE) TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE: NTS SCALE, NTS SEE NOTES (SHEET 3) FOR MAXIMUM TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE: NTS MOORE AND ASSOCIATES IDRAWN BY: LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. lcmEcKEi 30'-Vx20 0" ENCLOSED BUILDING EXP. B ND SK-3 BOX EAVE RAFTER COLUMN CONNECTION DETAIL FOR HEIGHTS 14'-0' < TO < 16'-0' i SCALES NTS BRACE 2 1/2' 1 END (B PER BRACE) BRACE SECTION SCALE, NTS RAFTER COLUMN/BASE RAIL 2 CONNECTION DETAIL SCALE; NTS * Mlt 3 72020 * * STATE OF MOORE AND ASSOCIATES DRAWN BY- LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CKCKED BY- PDH 30W'x2a-0" ENCLOSED BUILDING EXP. B BDW END I TS BOW RAFTER 12 3� / —IB GA. U-CHANNEL BRACE `MINIMUM 6- LONG, MINIMUM 15 GA., IS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH (A) R12-14.3/4• SDF'S COLUMN (HW) BOX EAVE RAFTER COLUMN CONNECTION DETAIL lA FOR HEIGHTS 10'-0- < TO C. 14'-0- SCALE: NTS RAFTER COLUMN/BASE RAIL 2 CONNECTION DETAIL SCALE- NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. TS BOW 12 D \—Se CURE WITH Y IB GA. U-CHANNEL BRACE MINMUM 6' LONG, MINIMUM 15 GA., IS NIPPLE SECURE BOW RAFTER AND TS COLUMN POST TO NIPPLE WITH (4) 012-1/.314- SDF'S t BOX EAVE RAFTER COLUMN CONNECTION DETAIL 1B FOR HEIGHTS <_ 10'-0- SCALE: NTS 'Z-14.3/4' 2 12' END 18 PER BRACE SECTION SCALE: NTS AT MAR No 2 3 2020 .: AT STATE OF TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B 12-18-17 SCALE• NTS 16622S/1731 BB OY4 M0+ SK-3 EV.A 4 BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED CONCRETE MONOLITHIC SLAB ABASE RAIL ANCHORAGE SCALES NTS (MINIMUM ANCHOR EDGE DISTANCE IS 4') • COORDINATE WITH LOCAL CODES/CR➢. 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 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. HELIX ANCHOR NOTES: 1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL AND COBBLES, CAUCHE, PRELOADED SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. L 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 ENGINEERING AND CONSULTING, INC. HELIX EYE ANCHBR (SEE NOTES BELOV) 3 B GROUND BASE HELIX ANCHORAGE SCALES NTS (CAN BE USED FOR ASPHALT) * No 57170 MAR 2y 33 2020 ' STATE OF 1 TUBULAR BUILDING SYSTEMS 30'-0'k20W' ENCLOSED BUILDING EXP.B OPTIONAL FOUNDATION ANCHORAGE FOR LOW & HIGH WIND SPEED CONCRETE MONOLITHIC SLAB �� BASE RAIL ANCHORAGE �T' SCALE, NTS (MINIMUM ANCHOR E➢GE D ISTANCE IS 1 1/2D • COORDINATE WITH LOCAL CODES/ORD. 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-318t 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 BEASTM A615 GRADE GD. 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. THREADED DHREAEDEO RBp T/CONCRETE nl Flu ` 1/9 ANCHOR ROD THROUGH BASE RAIL DETAIL 1 L. SCALE: NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. INSTALL I/2'0 ANCHOR 1 1/2' RDTBASE RAIL WITHIN 6' CF EACH \ PpS (SEE i (SEE DETAIL 'C9 (TYPA 1 A a n d CONCRETE MONOLITHIC SLAB IB BASE RAIL ANCHORAGE CALE SNTS (MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2') • COORDINATE WITH LOCAL CODES/DRD. MAV f3 2020 ,t STATE OF 1 TUBULAR BUILDING SYSTEMS 30' O"x2O'-O" ENCLOSED BUILDING EXP. B ND SK-O PEV, BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS TYPICAL BOX EAVE RAFTER END WALL FRAMING SECTION SCALE: NTS TYPICAL BOX EAVE RAFTER SIDE WALL ❑PENINGS FRAMING SECTION SCALE, NTS TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING SECTION SCALES NTS wNDDv AND (ALSD f0 END No 57170 MAR 213 2020 STATE OF MOORS AND ASSOCIATES I DRAWN BY- LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. ICFIECKED B» PDH 30�0^xW-0" ENCLOSED BUILDING 00. B BOW RAFTER END WALL AND SIDE WALL OPENINGS TYPICAL BOX EAVE RAFTER END WALL FRAMING SECTION SCALE, NTS TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALE: NTS TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING SECTION SCALES NTS WINDOW AND (ALSO fO END No 57170 *; MAR 2 *3 2020 STATE OF MOORE AND ASSOCIATES DRAWN DY, LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHECKED BY. PDN 30'4'X20�0" ENCLOSED BUILDING EXP. B BOW AND BOX EAVE RAFTER WALL OPENING DETAILS IS END COLUMN/RAFTER 4 CONNECTION DETAIL SCALES NTS TRUSSED RAFTER CHORD, HEADER IS ANGLE COLUMN COLUMN (CORNER) 16 ITS CONTINUOUS BASE RAIL END COLUMN/BASE RAIL 5 CONNECTION DETAIL SCALE, NTS TO ` 2 ON BOTTOM AND 2 ON 0-\ / / 0. HINIMIM 6' LONG. SIDE \!/ MiNInUN IS GA.. TS NOTE• AT ROLL -UP OOOR NIPPLE. SECURE EACH TS HEADER, BASE OPENINGS. POST SHOULD 0 -p. VCIH (w 012-Na3/<' RAIL' OR VIN➢➢V BE FLIAH WITH RAIL SDF'S EN➢. [LIP POST TO IS COLUMN RAIL ONLY ON SIDE OPPOSITE THE OPENING. 'I COLUMN TO HEADER, DOUBLE HEADER/COLUMN BASE RAIL, OR p CONNECTION DETAIL WINDOW RAIL 8 SCALE NTS % CONNECTION DETAIL SCALE, NTS COLUMN/BASE RAIL to CONNECTION DETAIL SCALE. NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. COLUMN END COLUMN OF r012-14a3/A' SDF'S 7 I HEADER OR WINDOW RAIL TO COLUMN 6 CONNECTION DETAIL SCALE, NTS TS IUDLUMN NIPPLE TO 3/16 HEADER _ NINDDIN 6' LONG, 3/l6 MNIMUM 15 Gk. IS NIPPLE. SECURE WITH (O 012-I4a3/4' SDF'S ➢pUBLE HEADER COLUMN/DOUBLE HEADER 9 CONNECTION DETAIL SCALE NTS 1 No 57170 * MAR 2F3 2020.1 STATE OF TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B 12 JDV4 No SK-3 REV, 4 ROOF EXTENSION II MAIN STRUCTURE II LEANSTANDARD ION OPTION M. LONG IS 15 GP NIPPLE. SECURE COLUMN TO NIPPLE WITH N) v2-14x3/4' SDF'S OF SINGLE MEMBER RAFTER LEAN-TO IS 16'-0'. NIPPLE RAFTER IS IS BOX EAVE r / SECURE WITH Im $12-14x3/4• SDF'S (EACH END) GA. U-CHANNEL BRACE 11A SIDE EXTENSION RAFTER/COLUMN DETAIL SCALE NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 2'x2'x2. 16 GA ANGLE CLIP SECURE TO COLUMN AND RAFTER WITH 412-14x3/4' UPS 2 ON TOP AND 2 ON BOTTOM I ' TS COLUMN LEAN-TO RAFTER TO RAFTER 12 COLUMN CONNECTION DETAIL SCALE- NTS No 57170 '`' MAR 2 � 2020 v6 ' STATE OF M TUBULAR BUILDING SYSTEMS 30W'x20'-O" ENCLOSED BUILDING EXP. B BOW RAFTER LEAN-TO OPTIONS OF SINGLE MEMBER RAFTER LEAN-TO IS 16'-0'. / iJ 1SIDE EXTENSION RAFTER/COLUMN DETAIL SCALD NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. No 57170 :MAR 2 *3 2020 STATE OF TUBULAR BUILDING SYSTEMS 30Wx2OW' ENCLOSED BUILDING EXP. B JOB m SK-3 BOX EAVE RAFTER VERTICAL ROOF/SIDING OPTION TYPICAL END ELEVATION VERTICAL ROOF/SIDING OPTION SCALE, NTS millimimillM TYPICAL SIDE ELEVATION VERTICAL ROOF/SIDING ❑PTION SCALE- NTS ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) SCALE: NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. TYPICAL SECTION VERTICAL ROOF/SIDING OPTION SCALES NTS TYPICAL FRAMING SECTION VERTICAL ROOF/SIDING OPTION SCALE+ NTS * e MAW0291820 STATE OF TUBULAR BUILDING SYSTEMS W-ON20'-0" ENCLOSED BUILDING EXP. B TYPICAL SIDE ELEVATION VERTICAL ROOF/SIDING ❑PTION SCALE- NTS ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) SCALE: NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. TYPICAL SECTION VERTICAL ROOF/SIDING OPTION SCALES NTS TYPICAL FRAMING SECTION VERTICAL ROOF/SIDING OPTION SCALE+ NTS * e MAW0291820 STATE OF TUBULAR BUILDING SYSTEMS W-ON20'-0" ENCLOSED BUILDING EXP. B OPTIONAL DOOR HEADER 2 1/2x2 1/2-14 GA. (TYP.) 2 1/2x2 1/2-14 GA. (TYP.) 2 1/2x2 1/2-14 GA. O.C. 1'-8' (TYP.) N 3/16 3/I6 TYP 3/16 3/16 TYP HEADER DETAIL FOR DOOR OPENINGS 12'-0' < LENGTH < 15'-0' SCALE- NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. HEADER DETAIL FOR DOOR OPENINGS LENGTH < 12'-0' SCALE- NTS MARo2 3170 2020 • * STATE OF TUBULAR BUILDING SYSTEMS 30W'xX-O" ENCLOSED BUILDING EXP. B