HomeMy WebLinkAboutA010.0 Hine6'-0" TO 12'-0" WIDE6'-814" MAXWALL HEIGHT6"13'-5" MAX.OPTIONAL ATTIC
29
12
5
SEE ATTACHED SHEET FOR THE
STEEL FLOOR WITH ANCHOR DETAIL
WALL FRAMING TO BE 2X4
SPF STUD GRADE OR BETTER
@ 16" OC.
6'-10' WIDE ATTIC JOIST - 2X6
12' WIDE ATTIC JOIST - 2X8
REFER TO TRUSS DESIGN
TRIMMER STUD
HEADERS FOR:
OPENINGS UP TO 5'-0"
USE (2) 2x4 SPF #2
OPENINGS 5'-1" TO 8'-0"
USE (2) 2X6 SPF #2
FOR WINDOW OPENINGS UP TO 3'-0"
KING STUD
1/2" PLYWOOD SPACER
TRIMMERS
FLOOR DECKING
BASEPLATE
HEADERS FOR
OPENINGS UP TO 3'-0"
2 x 4 WINDOW SILL
(2)2 x 4 SPF #2
DOUBLE TOP PLATE
HEADERS FOR
OPENINGS UP TO 3'-0"
USE (2) 2x4 SPF #2
OPENINGS UP TO 4'-0"
USE (2) 2x6 SPF #2
OPENINGS UP TO 5'-0"
USE (2) 2x8 SPF #2
OPENINGS UP TO 7'-0"
USE (2) 2x10 SPF #2
OPENINGS UP TO 8'-0"
USE (2) 2x12 SPF #2
BASE PLATE
DOUBLE TOP PLATE
KING STUD
FLOOR DECKING
TRIMMER
FOR OPENINGS UP TO 8'-0"
1/2" PLYWOOD SPACERCRIPPLES (IF REQ.)
7/16" OSB
SHEATHING
OR 7/16" OSB
SHEATING WITH
FOIL BACKINGRAFTER
WALL TOP PLATES
- TOP PLATES ARE TO BE
NAILED TOGETHER. NAILS
ARE TO BE DRIVEN IN AT
AN ANGLE. 10d NAILS
STAGGERED AT 12" O.C.
SIMPSON H8
PLATE ON INSIDE
AT EACH RAFTER
BOTTOM CHORD
TB700 - USE (2) 2X4
TOP PLATES
TB800 & PPTB - USE 2X4
AND 2X6 TOP PLATES
AS SHOWN
RAFTER
7/16" OSB
SHEATHING
OR 7/16" OSB
SHEATING WITH
FOIL BACKING
WALL TOP PLATES
- TOP PLATES ARE TO BE
NAILED TOGETHER. NAILS
ARE TO BE DRIVEN IN AT
AN ANGLE. 10d NAILS
STAGGERED AT 12" O.C.
SIMPSON H8
PLATE ON INSIDE
AT EACH RAFTER
TB700 - USE (2) 2X4
TOP PLATES
TB800 & PPTB - USE 2X4
AND 2X6 TOP PLATES
AS SHOWN
REV. LEVEL
PAGE OF
TITLE DRAWING NO.
SHEET
270-PTB-TB600-01
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 BARN SHED UP TO 12' WIDE x UP TO 24' LONG
PREMIER TALL BARN, TB-600, TB-700
SCALE:
BUILDING SECTION_________________
N.T.S.1
Drawn By:
Checked By:
Scale:
Date:
Date:
P.O. #
PK
6/16/21
N.T.S.
SIDEWALL DOORS NOT
AVAILABLE ON THE TB-600
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
NAILING:
REFER TO SHEET 2 FOR WALL AND
ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
TB600 - 5'-8 1/4" (68 1/4")
TB700 - 6'-8 1/4" (80 1/4")
PTB - 6'-8 1/4" (80 1/4")
MAX ROOF SLOPE FOR EACH SHED:
TB600 - 29:12
PTB - 29:12
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:
2A WINDOW HEADER DETAIL _______________________
FOR SIDE WALLS________________
N.T.S.SCALE:
2B DOOR HEADER DETAIL ____________________
FOR SIDE WALLS_______________
N.T.S.SCALE:
3 HEADER DETAIL_______________
FOR END WALLS_______________
N.T.S.
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL
DOUBLED HEADER
- 16d @ 16" STAGGERED FACE NAIL
SCALE:
2 TRUSS TO WALL___________________
CONNECTION DETAIL____________________
N.T.S.
SCALE:
5 TRUSS TO WALL___________________
CONNECTION DETAIL____________________
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
3. ATTIC LIVE LOAD: 30 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.
13 AUG 2021
04/08/22
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-PTB-TB600-01
01
GENERAL NOTES
& 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
TUFF SHED, MFG. FACILITIES
SIDE WALL EDGE NAILING REQUIREMENTS
NAILING (NOTE 4)
MAX.
COMB.
OPENING
(NOTE 3)
NO OPENINGS ALONG THE WALL
8d NAILS @ 6" O.C.8'
10' 8d NAILS @ 6" O.C.
MIN 2'-0" RTN WALLS ON EACH END OF WALL
UP TO 20'8'
MIN TOTAL
COMBINED
SHEAR WALL
MIN 2'-0"
WALL
SEGMENT
4'
UP TO 20'
N/A
N/A
MARK
WALLS
BEING
USED
N/A
N/A
12' 8d NAILS @ 6" O.C.N/A N/A
UP TO 20'
10'
12'
8d NAILS @ 6" O.C.
8d NAILS @ 6" O.C.
3/8 SMART SIDE NAILING REQUIREMENTS
END WALL EDGE NAILING REQUIREMENTS
NAILING (NOTE 4)
SIDE
WALL
LENGTH
MAX.
COMB.
OPENING
(NOTE 3)
END
WALL
WIDTH
MARK
WALLS
BEING
USED
NO OPENINGS ALONG THE WALL
8' N/A
MIN 2'-0" RTN WALLS ON EACH END OF WALL
4'8'
MIN TOTAL
COMBINED
SHEAR WALL
MIN 2'-0"
WALL
SEGMENT
4'
3'5'
4'6'
4'6'
6'4'
10'
10' N/A
12' N/A
3'5'
6'4'
8d NAILS @ 6" O.C.
8d NAILS @ 6" O.C.
8d NAILS @ 6" O.C.
8d NAILS @ 6" O.C.
8d NAILS @ 6" O.C.
8'-22'
10'-24'
12'-24'
8'-12'
10'-14'
16'-22'
8'-24'
10'-24'
12'-24'
SIDE
WALL
LENGTH
END
WALL
WIDTH
8'-24'
10'-20'
8'
8'
10'
10'
10'
2'6' 4'
2'4'
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
6'-14'
16'-20' 6'
8d NAILS @ 6" O.C.6' N/A N/A6'-24'
6' 6'-24' UP TO 20' 4'8d NAILS @ 6" O.C.
5'
4'
4'
6' N/A8d NAILS @ 6" O.C.6'-16'
8d NAILS @ 4" O.C.
8d NAILS @ 6" O.C.
8d NAILS @ 3" O.C.
12'
8'-12'
14'-20'
10'-12'
20'-24'
12'-16'
12' 8d NAILS @ 6" O.C.
N/A
N/A
N/A
N/A
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.
ROOF SHEATHING (7/16" OSB)
WIDTH EDGE NAILING
8'
10'
8'-24'
10'-24'
12' 12'-24'
8d NAILS @ 6" O.C.
8d NAILS @ 6" O.C.
8d NAILS @ 6" O.C.
FIELD NAILING
8d NAILS @ 12" O.C.
8d NAILS @ 12" O.C.
8d NAILS @ 12" 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
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 OR GALVANIZED BOX NAILS.
4. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
12'-24'
12'-24' UP TO 19'
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
20'-24' 4'8' 4'8d NAILS @ 3" O.C.
8d NAILS @ 4" O.C.4'
3'9'12'-22' 12' 8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
12' 18'-22' 8d NAILS @ 3" O.C.4'
6' 6'-12' 8d NAILS @ 6" O.C.8d NAILS @ 12" O.C.
12' 16'-22' 8d NAILS @ 4" O.C.6'6'
6'6'12'-14' 12' 8d NAILS @ 6" O.C.
8'
8'
6'4'10' 8d NAILS @ 4" O.C.14'-18'
14'-18' 4'8' 4'8d NAILS @ 4" O.C.
3'5'8' 22'-24' 8d NAILS @ 3" O.C.
8' N/A8d NAILS @ 4" O.C.24' N/A
3'9'24' 12' 8d NAILS @ 4" O.C.
12' 24' 8d NAILS @ 3" O.C.6'6'AUGER ANCHORS
WIDTH LENGTH # OF ANCHORS
6 ANCHORS10' 10'-24'
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.
SCALE:
AUGER ANCHOR DETAIL______________________
N.T.S.2
6' N/A8d NAILS @ 4" O.C.18'-24' N/A
2'4'8d NAILS @ 3" O.C.22'-24' 6'
4'6'24' 10' 8d NAILS @ 3" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
2. GAF FELTBUSTER UNDERLAYMENT.
13 AUG 2021
04/08/22
3X6 20 GA
PLATES TYP
8'-4"
1'-25 8"
4'-2"
2'-1138"
2X4 TOP
CHORDS 2'-1138"4'-2"1'-258"22.5°TYP3X6 20 GA
PLATES TYP
8'-4"
1'-25 8"
4'-2"
2'-1138"
2X4 TOP
CHORDS
2'-1138"4'-2"1'-258"22.5°TYP2x6 BOTTOM CHORD 2X8 BOTTOM CHORD5'-2"3'-71316"22.5°TYP1'-6316"5'-2"
1'-6316"
10'-4"
3X6 20 GA PLATES
TYP BOTH SIDES
3'-71316"5-10d NAILS
EA. SIDE5'-2"3'-71316"22.5°TYP1'-6316"5'-2"
1'-6316"
10'-4"
3X6 20 GA PLATES
TYP BOTH SIDES
3'-71316"2X4 TOP
CHORDS
2X4 TOP
CHORDS
1'-91116"
6'-2"4'-3916"6'-114"1'-91116"12'-4"
3X6 20 GA PLATES
TYP BOTH SIDES22.5°TYP4'-4516"
5-10d NAILS
EA. SIDE
2X10 BOTTOM CHORD
2X4 TOP
CHORDS
1'-91116"
6'-2"4'-3916"6'-114"1'-91116"12'-4"
3X6 20 GA PLATES
TYP BOTH SIDES22.5°TYP4'-4516"
2X4 TOP
CHORDS
5-10d NAILS
EA. SIDE
5
12
29
12
5
12
29
12
5
12
29
12
5
12
29
12
5
12
29
12
5
12
29
12
4'-81116"
3X6 20 GA
PLATES TYP
6'-4"
1118"
3'-2"
2'-278"
2X4 TOP
CHORDS
2'-278"3'-2"1118"22.5°TYP5
12
29
12
3X6 20 GA
PLATES TYP
6'-4"
1118"
3'-2"
2'-278"
2X4 TOP
CHORDS
2'-278"3'-2"1118"22.5°TYP5
12
29
12
2x6 BOTTOM CHORD
REV. LEVEL
PAGE OF
TITLE DRAWING NO.
SHEET
270-PTB-TB600-01
01
TRUSS DETAILS
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
BOTTOM CHORD LIVE LOAD = 30 PSF
BOTTOM CHORD 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.
6' SPAN
REACTIONS:
MAX. VERTICAL: 475 LBS.
MAX. UPLIFT: -125 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
8' SPAN
REACTIONS:
MAX. VERTICAL: 625 LBS.
MAX. UPLIFT: -165 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: 775 LBS.
MAX. UPLIFT: -205 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
12' SPAN
REACTIONS:
MAX. VERTICAL: 925 LBS.
MAX. UPLIFT: -300 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
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.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
13 AUG 2021
04/08/22