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