Loading...
HomeMy WebLinkAboutA010.0 CuppSEE STEEL FLOOR DETAIL WALL FRAMING TO BE 2x4 SPF STUD GRADE OR BETTER @ 16" O.C. UP TO 12'-0" WIDE8'-0" MAXWALL HEIGHT6"11'-4" MAX.OVERHANG OPTIONS 12 5 MAX RE: NOTES REFER TO TRUSS DESIGN COLLAR TIE REQUIRED ONLY AT 12' WIDE SHEDS SHINGLE OR METAL ROOF KING STUD FLOOR DECKING BASE PLATE 2X4 WINDOW SILL BASE PLATE DOUBLE TOP PLATE KING STUD FLOOR DECKING TRIMMER FOR OPENINGS UP TO 8'-0" DOUBLE TOP PLATE CRIPPLES (IF REQ.) CRIPPLES (IF REQ.) HEADERS FOR OPENINGS UP TO 3'-0" USE (2)2X4 SPF #2 TRIMMER STUD KING STUD CRIPPLES HEADERS FOR: OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2 OPENINGS 6'-1" TO 10'-0" USE (2) 2x6 SPF #2 HEADERS FOR OPENINGS UP TO 4'-0" USE (2)2 x 4 SPF #2 OPENINGS 4'-1" TO 6'-0" USE (2)2 x 6 SPF #2 OPENINGS 6'-1" TO 7'-0" USE (2)2 x 8 SPF #2 OPENINGS 7'-1" TO 8'-0" USE (2)2 x 10 SPF #2 RAFTER WALL TOP PLATES STUDS SIDING SIMPSON H2.5A PLATE ON INSIDE AT EACH RAFTER REV. LEVEL PAGE OF TITLE DRAWING NO. SHEET 270-PPTR-TR800-01 01 BUILDING SECTIONS HEADER FRAMING DETAILS 115 MPH, EXP. C 1 1 3 WIDTH - LENGTH - HEIGHT - SQ. FT. AREA Order #. Customer: Site Address: Building Size: UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG PPTR, TR800 SCALE: BUILDING SECTION_________________ N.T.S.1 SCALE: 3B DOOR HEADER DETAIL ____________________ FOR SIDE WALLS_______________ N.T.S.SCALE: 4 HEADER DETAIL FOR____________________ END WALLS____________ N.T.S. Drawn By: Checked By: Scale: Date: Date: P.O. # PK 6/16/21 N.T.S. Storage Buildings & Garages TUFF SHED, MFG. FACILITIES HEADER NAILING: HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER - 16d @ 16" STAGGERED FACE NAIL THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. RWILLS@TUFFSHED.COM 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303)753-8833 EXT. 96315 SCALE: TRUSS ATTACHMENT DETAIL__________________________ N.T.S.2 NAILING: REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. MAX WALL HEIGHT FOR EACH SHED: PPTR - 8'-0" (96") TR/TRD800 - 7'-8 1/4" (92 1/4") MAX ROOF SLOPE FOR EACH SHED: PPTR - 5:12 TR800 - 4:12 SCALE: 3A DOOR HEADER DETAIL ____________________ FOR SIDE WALLS_______________ N.T.S. STRUCTURAL NOTES: 1. BUILDING CODE: 2018 IBC & IRC 2. DESIGN LOADING: A. ROOF LOADS 1. UNIFORM ROOF (SNOW): 30 PSF A. SNOW EXPOSURE FACTOR, Ce: 1.0 B. SNOW IMPORTANCE FACTOR, Is: 1.0 C. THERMAL FACTOR Ct: 1.2 2. DEAD LOAD: 10 PSF B. WIND LOADS 1. BASIC WIND SPEED, v (3SEC GUST SPEED): 115 MPH 2. EXPOSURE: C 3. INTERNAL PRESSURE COEFFICIENT GCpi: ±0.18 C. SEISMIC DESIGN 1. IMPORTANCE FACTOR: 1.0 2. SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.73 S1 = 0.24 3. SITE CLASS: D 4. SITE COEFFICIENTS: SDS = 0.58 SD1 = 0.24 5. SEISMIC DESIGN CATEGORY: C LUMBER: 1. ALL LUMBER SHALL BE SPRUCE-PINE-FIR STUD GRADE (UNLESS NOTED OTHERWISE). 2. REFER TO THE TRUSS DESIGN FOR DESIGN INFORMATION. 12 AUG 2021 04/25/22 SCREWS (2 PER TAB) 2X6 STEEL TRACK EACH END VENT HOLES @ 24" OC. OPTIONAL LEVELING BLOCKS 3/4" APA OR TECO RATED T&G FLOOR DECKING. 2X6 STEEL JOISTS SELF-DRILLING SCREWS #8-18 HWH X 3" HEX HEAD #10 X 3/4" PAN HEAD SELF-DRILLING 1. STEEL SHED FOUNDATION: 600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 600S150-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. (SUPPLIER: QUAIL RUN (JOIST: 600S137-054 / TRACK: 600T150-054) ICC ER-4943P. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING #8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #8-18 HWH X 3" GALVANIZED SELF-DRILLING SCREWS. REFERENCE SPACING CHART. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. @ 24" OC CORNER STUD 2X4X2' BLOCK 7 1/2"3'-0"AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES · PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A -OR- OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B · WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH 3/8"Ø x 4" CARRIAGE BOLT AND LOCKNUT 4" MINEND WALL SIDE WALLANCHOR BRACKET TO BE FLUSH WITH EDGE OF TRIM SIDING TRIM TRIM SIDING STUD STUD REV. LEVEL PAGE OF TITLE DRAWING NO. SHEET 270-PPTR-TR800-01 04 GENERAL NOTES AND TABLES 115 MPH, EXP. C 2 2 3 WIDTH - LENGTH - HEIGHT - SQ. FT. AREA Order #. Customer: Site Address: Building Size: Drawn By: Checked By: Scale: Date: Date: P.O. # PK 6/16/21 N.T.S. Storage Buildings & Garages ROOF SHEATHING (7/16" OSB) WIDTH LENGTH EDGE NAILING 8' 10' 8'-24' 10'-24' 12' 12'-24' 3/8 SMARTSIDE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS EDGE NAILING SIDE WALL LENGTH MAX. COMB. OPENING END WALL WIDTH MARK WALLS BEING USED NO OPENINGS ALONG THE WALL MIN 2'-4" RTN WALLS ON EACH END OF WALL- 3'8' MIN TOTAL COMBINED SHEAR WALL 10' 12' 7' 8d NAILS @ 6" O.C. 8d NAILS @ 6" O.C. 10'-24' 12'-24' 20'-24' 12'-18' 12' 8d NAILS @ 6" O.C. 8d NAILS @ 6" O.C. 8d NAILS @ 6" O.C. 8d NAILS @ 4" O.C. FIELD NAILING 8d NAILS @ 12" O.C. 8d NAILS @ 12" O.C. 8d NAILS @ 12" O.C. MIN 2'-4" WALL SEGMENT.. 5' 5' 5' 5' 10' 10'-12' 20'-24' 10' 5' 10' 12' 0' 0' SIDE WALL EDGE NAILING REQUIREMENTS EDGE NAILING SIDE WALL LENGTH MAX. COMB. OPENING (NOTE 2) END WALL WIDTH MARK WALLS BEING USED NO OPENINGS ALONG THE WALL 8' MIN 2'-4" RTN WALLS ON EACH END OF WALL- UP TO 12'8' MIN TOTAL COMBINED SHEAR WALL 10' 12' 8d NAILS @ 6" O.C. 8d NAILS @ 6" O.C. 8d NAILS @ 6" O.C. 8d NAILS @ 6" O.C. 8'-24' 10'-24' 12'-24' 8'-24' 12'-24' 12' 8d NAILS @ 6" O.C. MIN 2'-4" WALL SEGMENT.. 5' 5' 10'-24' 10' 8d NAILS @ 6" O.C.5' 8'-24' 10'-24' 12'-24' 0' 0' 0' UP TO 12' UP TO 12' 5'10' 14'-18' 5' TUFF SHED, MFG. FACILITIES 7'20'-24' 12' 5' 8' 8d NAILS @ 6" O.C.8'-20' 8'0' 3'8' 3' 8'-12' 14'-18' 8' 5' 5' 8d NAILS @ 6" O.C. 8d NAILS @ 4" O.C. 8d NAILS @ 3" O.C. 8d NAILS @ 6" O.C. 8d NAILS @ 4" O.C. 8d NAILS @ 3" O.C. 8d NAILS @ 3" O.C. NOTES: 1. USE 8d COMMON OR GALVANIZED BOX NAILS. 2. GAF FELTBUSTER UNDERLAYMENT. TABLE NOTES: 1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SILVERSIDE PANEL. 2. NO SINGLE OPENING GREATER THAN 8'-0" 3. USE COMMON NAILS WITH A MINIMUM SHANK DIAMETER OF 0.113" AND A MINIMUM LENGTH OF 2 1/2". 4. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C. SCALE: STEEL SHED BASE DETAIL________________________ N.T.S.1 BASE PLATE SCREW SPACING WIDTH SPACING 8' 10' 12' 20" O.C. 16" O.C. 14" O.C. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. RWILLS@TUFFSHED.COM 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303)753-8833 EXT. 96315 5' 8' 8d NAILS @ 4" O.C.22'-24' 8'0' AUGER ANCHORS WIDTH LENGTH # OF ANCHORS 6 ANCHORS10' 10'-24' SCALE: AUGER ANCHOR DETAIL______________________ N.T.S.2 8' 8'-24' 4 ANCHORS 6 ANCHORS12' 12'-24' 4-ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. 6-ANCHORS PROVIDE (1) AT EA. CORNERS OF THE BUILDING AND (1) AT THE CENTER OF EA. SIDE WALL. 12 AUG 2021 04/25/22 5'-3 1/16"2 5/8"1'-7 1/2"5'-0" 3X4 20 GA PLATES 1 EACH SIDE 18.0° 10'-0" 4 12 6'-0" 12'-0"1'-11 3/8"6'-0"18.0°2 5/8"6'-3 11/16" 3X6 20 GA PLATES 1 EACH SIDE 3X4 20 GA PLATES 1 EACH SIDE 4 12 5'-4 1 5 / 1 6 "2 11/16"2'-0 7/8"5'-0" 3X4 20 GA PLATES 1 EACH SIDE 10'-0" 22.5° 5 12 12'-0"2'-834"6'-0"2 11/16"6'-6" 6'-53 4" 3X6 20 GA PLATES 1 EACH SIDE22.6°3X4 20 GA PLATES 1 EACH SIDE 5 12 3'-2 1 5 / 1 6"2 11/16"1'-2 15/16"3'-0" 3X4 20 GA PLATES 1 EACH SIDE 6'-0" 22.5° 5 12 4'-3 1 5 / 1 6 "2 11/16"1'-7 7/8"4'-0" 3X4 20 GA PLATES 1 EACH SIDE 8'-0" 22.5° 5 12 REV. LEVEL PAGE OF TITLE DRAWING NO. SHEET 270-PPTR-TR800-01 01 GENERAL NOTES AND TABLES 115 MPH, EXP. C 3 3 3 WIDTH - LENGTH - HEIGHT - SQ. FT. AREA Order #. Customer: Site Address: Building Size: Drawn By: Checked By: Scale: Date: Date: P.O. # PK 6/16/21 N.T.S. Storage Buildings & Garages TUFF SHED, MFG. FACILITIES THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. RWILLS@TUFFSHED.COM 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303)753-8833 EXT. 96315 DESIGN LOADS: TOP CHORD LIVE LOAD = 30 PSF TOP CHORD DEAD LOAD = 10 PSF COLLAR TIE DEAD LOAD = 5 PSF NOTES: 2018 IBC & IRC ANSI/TPI 1-2014 TRUSSES TO BE SPACED @ 24" OC MATERIAL TO BE 2X4 SPRUCE-PINE FIR GRADE #2 OR BETTER PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. REP MEMBER INCREASE: YES LUMBER D.O.L.: 1.15 WIND: ASCE 7-16, 115 mph, Exposure C, D.O.L.=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ICC-ES #ESR-1082. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. 8' SPAN REACTIONS: MAX. VERTICAL: 320 LBS. MAX. UPLIFT: -155 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 14FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 10' SPAN REACTIONS: MAX. VERTICAL: 400 LBS. MAX. UPLIFT: -160 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 16FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 12' SPAN REACTIONS: MAX. VERTICAL: 515 LBS. MAX. UPLIFT: -215 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. 12 AUG 2021 04/25/22