HomeMy WebLinkAboutAPPROVED FL-PR-SR600-TR700-01(RJW)-12x24-155C-5-13-21-SignedNOTES:
1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES
(HVHZ)
2. DESIGN LOADING:
WIND SPEED: Vun = 155
Vasd = 120
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 18/-29 PSF (ZONE 1)
WIND PRESSURE (psf) (ASD VALUES) 18/-50 PSF (ZONE 2)
(BASED ON 10 SQ FT) 18/-74 PSF (ZONE 3)
WALL: 31/-34 PSF (ZONE 4)
31/42 PSF (ZONE 5)
SHED MANUFACTURER SHALL HAVE A LIST OF ALL REQUIRED
PRODUCTS THAT NEED FLORIDA STATE APPROVAL AVAILABLE FOR
3RD PARTY INSPECTOR AND REVIEW BY E.O.R. FOR COMPLIANCE
WITH WIND LOADS.
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
- 16d @ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
SR600 - 5-8 1 /4" (68 1 /4")
TR700 - 6'-8 1 /4" (80 1 /4")
PR - 6-8 1 /4" (80 1 /4")
UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
SR600, TR700, PR
OVERHANG OPTIONS
TUFF SHED
Order #.
Customer:
P.O. #
Drawn By: PK
Storage Buildings & Garages
Date: 3/12/19
Site Address:
TUFF SHED, MFG. FACILITIES
Checked By:
Date:
Building Size.WIDTH-LENGTH HEIGHT -SG. FT. AREA
Scale: N.T.S.
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12' WIDE
OBUILDING SECTION
SCALE: N.T.S.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
—J
FOR WINDOW OPENINGS UP TO 4'-0"
3 WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
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
RAFTER
FLORIDA APPROVED
SHINGLES
SEE THE TRUSS SIMPSON H2.5A PL
INSIDE AT EACH I
CONNECTION
DETAIL - DETAIL 2 WALL TOP
WALL FRAMING TO BE
2x4 SPF #2 OR BETTER
@ 16" O.C.
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED -
ONE SQ INCH VENT
FOR EVERY ONE SQ FT
OF BUILDING
^OUBLE TOP PLATE
RIPPLES (IF REQ.)
OTRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
EADERS FOR
JPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0"
USE (2) 2x6 SPF #2
JPENINGS 6-1" TO 8'-0"
USE (2) 2x8 SPF #2
NG STUD
RIMMER
ASE PLATE
F_L_OOR DECKING
FOR OPENINGS UP TO 8'-0"
DOOR HEADER DETAIL
3B FOR SIDE WALLS
SCALE: N.T.S.
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
BUILDING SECTIONS
DRAWING NO
KING STUD
TOE NAIL WITH (3)
"6d NAILS, (2) ONE
SIDE, (1) OTHER
SIDE
CRIPPLE STUD
HEADERS FOR:
OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
OPENINGS 6'-1" TO 8'-0" USE (2) 2X6 SPF #2
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
4 HEADER DETAIL FOR
END WALLS
SCALE'. N.T.S.
FL-PR-SR-TR-01
HEADER FRAMING DETAILS I REV. LEVEL 01
FBC, 7th EDITION (2020) SHEET 1
155C
PAGE 1 OF 4
This item has been digitally signed and sealed by
Richard Wills, PE. on the date adjacent to the seal.
Printed copies of this document are not considered
signed and sealed and the signature must be
verified on any electronic copies.
13 MAY 2021
3/8 SMART SIDE NAILING REQUIREMENTS
TUFF S}{ED
Storage Buildings & Garages
Tht UFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
P.O. #
Drawn By: PK
Date: 3/12/19
Checked By:
Building SIZe.WIDTH -LENGTH HEIGHT -SG. FT. AREA Date:
Scale: N.T.S.
USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS
END WALL EDGE NAILING REQUIREMENTS
MARK
MAX.
MARK
WALLS
END
SIDE
COMB.
MIN TOTAL
WALLS
END
SIDE
MAX.
MIN TOTAL
BEING
WALL
WALL
OPENING
COMBINED
BEING
WALL
WALL
COMB.
COMBINED
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE 2)
SHEAR WALL
USED
WIDTH
LENGTH
EDGE NAILING
OPENING
SHEAR WALL
NO OPENINGS
ALONG THE WALL
6'
6'-20'
8d NAILS @ 6" O.C.
0'
6'-18'
8'
8'-24'
8d NAILS @ 6" O.C.
0'
8'-24'
10,
10'-24'
8d NAILS @ 6" O.C.
0'
10'-24'
12'
12'-24'
8d NAILS @ 6" O.C.
0'
12'-24'
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN
2'-0" WALL
SEGMENT
6'
6'-20'
8d NAILS Q 6" O.C.
UP TO 12'
4'
8'
8'-24'
8d NAILS @ 6" O.C.
UP TO 12'
4'
10,
10'-24,
8d NAILS @ 6" O.C.
UP TO 12'
7'
10,
10'-24,
8d NAILS @ 4" O.C.
UP TO 12'
4'
12'
12'-24'
8d NAILS @ 6" O.C.
UP TO 12'
8'
12'
1 12'-24'
18d NAILS @ 4" O.C.
UP TO 12'
6'
12'
1 12'-24'
18d NAILS @ 3" O.C.
UP TO 12'
4'
ROOF SHEATHING
(7/16" OSB)
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6-18'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
8'
8'-24'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
10,
10'-24'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
12'
12'-24'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
TABLE NOTES:
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE
WITH FOIL BACKER.
2. NO SINGLE OPENING GREATER THAN 8'-0"
3. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED
DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST
BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES. THE
END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN
WALL ON EACH SIDE OF THE OPENING.
4. USE COMMON OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6' X 10'-18' THE T DOOR IN THE END WALL
WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE
SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
BOTH SIDES.
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.
NO OPENINGS
ALONG THE WALL
6'
6'-10'
8d NAILS @ 6" O.C.
0'
6'
6'
12'-14'
8d NAILS @ 4" O.C.
0'
6'
6'
16'-20'
8d NAILS @ 3" O.C.
0'
6'
8'
8'-12'
8d NAILS @ 6" O.C.
0'
8'
8'
14'-20'
8d NAILS @ 4" O.C.
0'
8'
8'
22'-24'
8d NAILS @ 3" O.C.
0'
8'
10,
10'-16'
8d NAILS @ 6" O.C.
0'
10,
10,
18'-24'
8d NAILS @ 4" O.C.
0'
10,
12'
12'-18'
8d NAILS @ 6" O.C.
0'
12'
12'
20'-24'
8d NAILS @ 4" O.C.
0'
12'
■MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 2'-0" WALL SEGMENT
6'
6-9'
8d NAILS @ 6" O.C.
3'
SEE NOTE 3
6'
10,
8d NAILS @ 3" O.C. (BS)
3'
2' RE: NOTE 6
8'
8'
8d NAILS @ 6" O.C.
3'
5'
8'
10'-12'
8d NAILS 4" O.C.
3'
5'
8'
14'-16'
8d NAILS @ 3" O.C.
3'
5'
8'1
18'-24'
8d NAILS @ 4" O.C. (BS)
3'
5'
8'
8'
8d NAILS @ 6" O.C.
4'
4'
8'
10,
8d NAILS @ 3" O.C.
4'
41
8'
12'-22'
8d NAILS @ 3" O.C. (BS)
4'
4'
10,
10'
8d NAILS 6" O.C.
3'
7'
10,
12'-16'
8d NAILS @ 4" O.C.
3'
7'
10,
18'
8d NAILS @ 3" O.C.
3'
7'
10,
20'-24'
8d NAILS @ 4" O.C. BS
3'
7'
10,
10'-14'
8d NAILS @ 4" O.C.
4'
6'
10,
16'
8d NAILS @ 3" O.C.
4'
6'
10,
18'-24'
8d NAILS @ 4" O.C. BS
4'
6'
10,
10'
8d NAILS 3" O.C.
6'
4'
10,
12'-24'
8d NAILS @ 3" O.C. (BS)
6'
4'
12'
12'
8d NAILS @ 6" O.C.
4'
8'
12'
14'-18'
8d NAILS @ 4" O.C.
4'
8'
12'
20'-24'
8d NAILS @ 3" O.C.
4'
8'
12'
127-14'
6'
6'
12'
16'-18'
6'
6'
12'
1 20'-24'
18d NAILS @ 4" O.C. (BS)
6'
6'
12'
12'-14'
8d NAILS 3" O.C.
8'
4'
12'
16'-24'
8d NAILS A 3" O.C. BS
8'
4'
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT
DOOR DETAILS
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
NAILING REQUIREMENTS
FBC, 7th EDITION (2020)
155C
DRAWING NO.
FL-PR-SR-TR-01
REV. LEVEL 01
SHEET 2
PAGE 2 OF 4
This item has been digitally signed and sealed by \\\�Q\�!.•� C •E !y y;
Richard Wills, PE. on the date adjacent to the seal.
No. 76835
Printed copies of this document are not considered -7ft
signed and sealed and the signature must be =
verified on any electronic copies. -o
STATE OF
13 MAY 2021
#12-14 X 3" HEX HEAD
SELF -DRILLING SCREWS
► 1.
STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
3/4" APA OR TECO RATED
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
T&G FLOOR DECKING.
@ 24" O.C.
2X6 STEEL JOISTS -
(SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK:
@ 24" OC
600T125-054) ICC ER-4943P.
t ® 2.
3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
#10 X 3/4" PAN
t
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
HEAD SELF -DRILLING®.
SCREWS (2 PER TAB) ,=
3.
FASTEN FLOOR DECKING TO JOIST & TRACKS USING
#8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
VENT HOLES @ 24" OC. —
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
OPTIONAL LEVELING BLOCKS
4.
FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
2X6 STEEL TRACK EACH END
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
SCREWS. REFERENCE SPACING CHART.
BASE PLATE SCREW SPACING
i
5.
ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
WIDTH
SPACING
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
6'-12'
8" O.C.
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".
OSTEEL SHED BASE DETAIL
1
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
SCALE: N.T.S.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
STUD
3/8" NYLON
LOCK NUT
z rBASEPLATE
FLOOR PLY
6" 1
o
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 1/4"
STEEL SHED
MIN. EDGE DISTANCE = 6"
BASE
ANCHOR SPACING: RE: KWIK
6" CONCRETE
BOLT ANCHORS TABLE, SHEET 3
PAD (MIN)
(4)SIDEWALL BRACKET DETAIL
SCALE: N.T.S.
TRIM
SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
2X4X2'---
• PART NUMBERS:
BLOCK
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
ATTACH BRACKET TO OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
STUD THRU HOLE IN REPORT NO. LO-FJ90129-A
ANCHOR PLATE WITH -OR-
z
3/8"0 x 4" CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
CORNER STUD WITH THE MAXIMUM LOAD OF 5,080 LBS
J
J
STUD-,<
w
0
U)
(STUD
ih
END WALL
ti
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
6'-18'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10,
10'-24'
6 ANCHORS
1 Z
12'-24'
6 ANCHORS
SIDING 4-ANCHOR6 PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
6-ANCHORS PROVIDE (1) AT EA.
TRIM CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDE WALL.
L ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
SCALE: N.T.S.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
d 1 3/4TOP & BOTTOM
U H FINISH CONCRETE FLOOR
r� GRADE
Z_------- n-----
Z
00
NOTES:
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS SLA'/NB
2. PROVIDE 1 ANCHOR AT EA. CORNER 3" CLR. `\�j REINFORCEMENT
OF THE BUILDING. THE REMAINING 0 >_ TYPi PER NOTES BELOW
ANCHORS EQUALLY SPACED ALONG THE C.,� ~ 8
LENGTH OF THE BUILDING. (1/2 THE MIN. THICKENED SLAB
REMAINING ANCHORS ON EA. LENGTH( CONCRETE FOUNDATION DETAIL
SIDE EQUALLY SPACED). 4
SCALE: N.T.S.
TUFF SH E D
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
P.O. #
Drawn By: PK
Date: 3/12/19
Checked By:
Date:
Building SIZe.WIDTH-LENGTH-HEIGHT-SG. FT. AREA
Scale: N.T.S.
KWIK BOLT ANCHORS
(INTO CONCRETE)
RE: DETAIL 3 SHEET 3
WIDTH
LENGTH
QTY
6'
6'-10'
6
6'
12'-18'
8
8'
8'-14'
6
8'
16'-20'
8
8'
22'-24'
10
10,
10'-16'
6
10,
18'-24'
8
12'
12'-18'
1 6
12'
20'-24'
1 8
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. TITLE
ENGINEERING DEPARTMENT
DETAILS
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
FBC, 7th EDITION (2020)
155C
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
BEFORE POURING CONCRETE.
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc, = 2500 PSI.
5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.
6. SEISMIC DESIGN CATEGORY: A
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
1/2" DIA X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
DRAWING NO.
This item has beendigitallysignesealed by
FL-PR-SR-TR-01
ad and
Richard Wills, to the seal.
Printed copies of this document are not considered
signed and sealed and the signature must be
No. 76835
-*e
=
REV. LEVEL 01
verified on any electronic copies.STATE
a;
OF
/,////,
SHEET
/ONAL f0AG`?����``
PAGE 3 OF 4
13 MAY 2021
— 3X4 20 PLATES
1 EACH SIDE
?/g„
00
LO
N
3X4 20 GA PLATE:
N 1 EACH SIDE
l� 5-0" '3
7/y6„
Q4 /
18.0°
6' SPAN
REACTIONS:
MAX. VERTICAL: 180 LBS.
MAX. UPLIFT: -160 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
00
_ 10'-0" 10' SPAN
Ln ►� REACTIONS:
`" MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -250 LBS.
3X4 20 GA PLATES
00
3X4 20 PLATES 6 0 / 1 EACH SIDE
00 c 1 EACH SIDE
M 4 -0 I 6:3 /�6„
4 ,2 12
12 Q 4
1 � Q 4 �
1 0 0 3X6 20 GA
PLATES
1 EACH SIDE
ao 8'00
LO
-0"
to N 6'-0"
N
12'-0"
DESIGN LOADS: ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
TOP CHORD LIVE LOAD = 20 PSF ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
FBC, 7th EDITION (2020)
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.: 1.25
WIND:
ASCE 7-16, 155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC-ES #ESR-1082.
TUFF SHED
Storage Buildings & Garages
UFF SHED, MFG. FACILITIES
8524 EAST COLONIAL DRIVE
ORLANDO, FL 32817
(888)788-TUFF
nht
STORE 520
Order #.
Customer:
Site Address:
P.O. #
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
Drawn By: PK
Date: 3/12/19
Checked By:
Date:
BUllding SIZe.WIDTH-LENGTH-HEIGHT-SG.FT. AREA
Scale: N.T.S.
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.
ROOF UNDERLAYMENT
PER FBC 1507.1.1.1(3).
MINIMUM 3 3/4" STRIP OF
SELF ADHERING FLEXIBLE
FLASHING TAPE COMPLYING
WITH AAMA 711, LEVEL 3,
INSTALLED IN ACCORDANCE
TO MANUFACTURER'S
INSTRUCTIONS FOR THE
DECK MATERIAL
FL PRODUCT APPROVAL
NUMBER FL10626
8' SPAN
REACTIONS:
MAX. VERTICAL: 240 LBS.
MAX. UPLIFT: -195 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
12' SPAN
REACTIONS:
MAX. VERTICAL: 390 LBS.
MAX. UPLIFT: -285 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
SEE PROJECT NOTES FOR MATERIALS
NAIL TO INTERMEDIATE FRAMING
4'x8'x7/16" ROOF MEMBERS - REFERENCE NAILING
SHEATHING SCHEDULE, SHEET 2
DIAPHRAGM
BOUNDARY
TRIM
PANEL EDGE IS NOT
SUPPORTED BY BLOCKING -
DRIP EDGE UNLESS NOTED
L REFERENCE NAILING '-- RAFTERS AND/
SCHEDULE/S2 OR TRUSSES
OROOF SHEATHING AND
UNDERLAYMENT DETAIL
SCALE'. N.T.S.
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT
TRUSS DETAILS
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
FBC, 7th EDITION (2020)
155C
DRAWING NO.
F L-P R-S R-TR-01
REV. LEVEL 01
SHEET
PAGE 4 OF 4
SIDING
This item has been digitally signed and sealed by
\� %; C E N S'
Richard Wills, PE. on the date adjacent to the seal.
``���"
Printed copies of this document are not considered*c
` No. 76835
signed and sealed and the signature must be
verified on any electronic copies.
-o
STATE OF
40 R IOP
13 MAY 2021