346 8th St - Shed Dwg's.NOTES:
1. BUILDING CODE:
UNINHABITED UTILITY SHED 14' AND 16' WIDE x UP TO 24' LONG
2014 FLORIDA BUILDING CODE
PPTf�, TR/TRD800
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
OVERHANG
OPTIONS
2. DESIGN LOADING:
REFER TO THE TRUSS DESIGN FOR
WIND SPEED (T1609.3.1): V„lt = 155
LUMBER SIZE, PLATE SIZE, PITCH
V.Sd = 120
AND TRUSS SPACING
EXPOSURE: C
FLORIDA APPROVED OWENS
ROOF LIVE LOAD: 20 PSF
CORNING OAKRIDGE 30 YEAR
ROOF DEAD LOAD: 10 PSF
12
5
SHINGLES - FL10674.1-R12
TOE NAIL
BLOCKING TO
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
MAX
-OR-
RAFTER TOP PLATE
R :NOTES
FLORIDA APPROVED THOMPSON
RISK CATEGORY: I
ARCHITECTURAL METALS CO.
COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1)
METAL ROOFING - FL5218.1-R2
WIND PRESSURE (psfl (ASD VALUES) 59 PSF (ZONE 2, 3)
(BASED ON 10 SQ FT) WALL. 34 PSF (ZONE 4)
TRUSS NAIL PLATES ARE:
42 PSF (ZONE 5)
EAGLE METAL PLATES
DOUBLE TOP PLATE
FLORIDA BUILDING APPROVAL NUMBERS--
-
N
(ICC #ESR1082) TRUSS
MANUFACTURED BY TUFF SHED
SIMPSON H2.5A PLATE ON
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
N
INSIDE
AT EACH RAFTER
#FL20743.1.
� w
=
FLORIDA APPROVED ROOF
WALL FRAMING TO BE 2x4 SPF
WALL TOP PLATES
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190 6-R4.
o J
UNDERLAYMENT WOODLAND
#2 OR BETTER @ 16" O.C.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
oO Q
INDUSTRIES INC.
SIDING
#FL1 0674.1 -R1 2.
FL #17206.2-R3
IF BUILDING IS LOCATED
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
IN A FLOOD ZONE THEN
STUDS
FLORIDA BUILDING APPROVAL #FL17206.2-R3.
SEE SHEET 3 FOR THE STEEL FLOOR
FLOOD VENTS ARE REQUIRED
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING -
AWITH
ANCHOR DETAIL
- ONE SQ INCH SCREEN
FLORIDA BUILDING APPROVAL #FL5218.1-R2.
FOR EVERY ONE SQ FT(�)
TRUSS TO WALL
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
I
14'-0" TO
16'-0" WIDE I
OF BUILDING
CONNECTION DETAIL
FLORIDA BUILDING APPROVAL #FL17667.1.
SCALE N.TS
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.1.
O BUILDING SECTION
GABLE END
SEE DETAIL 5,
SCALE: N.T.S.
DOUBLE TOP PLATE
TRUSS
(3) 16d NAILS TOP SHEET 1 FOR END
I
CRIPPLES (IF REQ.)
�
DOUBLE TOP PLATE
AND BOTTOM AT WALL BRACING
HEADERS FOR
CRIPPLES (IF REQ.)
KING STUDS (TYP) CRIPPLE STUD
OPENINGS UP TO 3'-0"
G STUD
HEADER NAILING:
USE (2) 2x4 SPF #2
HEADERS FORKIN
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
I
OPENINGS TO 3'-6"
USE 2x4 SPF #2
- 16d @ 16" STAGGERED FACE NAIL
OPENINGS T-7" TO 5'-6"
USE (2) 2x6 SPF #2
NAILING:
OPENINGS 5'-7" TO T-0"
USE (2) 2x8 SPF #2
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
2x4 WINDOWSILL
OPENINGS 7'-1" TO 8'-0"
USE (2) 2x10 SPF #2
MAX WALL HEIGHT FOR EACH SHED:
tom— FLOOR DECKING
KING STUD
HEADERS FOR: TRIMMER STUD
PPTR - 8'-0 1/4" (96 1/4")
BASE PLATE
RIMMER
OPENINGS UP TO T-0" USE (2) 2x4 SPF #2 OR BETTER
TR700 - 6'-8 1/4" (80 1/4")
KING STUD
ASE PLATE
OPENINGS T-1" TO 8'-0" USE (2) 2x6 SPF #2 OR BETTER
TR800 - 7'-8 1/4" (92 1/4")
LOOR DECKING
REFER TO THE DOOR DETAIL (SHEET 2) FOR
FOR WINDOW OPENINGS UP TO S-0"
FOR INGS UP TO 8'-0"
THE DOOR DESIGN
_WINDOW HEADER DETAIL
D OR HEADER DETAIL
HEADER DETAIL FOR
POR SIDE WALLS
F R SIDE WALLS O END WALLS
SC,c 1! T S
All N T .
SCALE N.T.S.
TUFF �
Order #.
P.O. #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
T� SHED, INC.
I � 1 ' �1I►!1!/;f�
TRLE
DRAWING NO.
Customer:
Drawn By: PK
OF TUFF SHED INC THESE
ENGINEERING DEPARTMENT
.N �//
FL-PPTR-TR800-02
Storage Buildings & Garages
g g g
—
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
`���\ E
•' ,'� ii
BUILDING SECTIONS
Date: 8/15/16
REV. LEVEL 01
TUFF SHED, MFG. FACILITIES
Site Address: i
AND BUILT BY TUFF SHED.
RICHARD J. WILLS, P.E.
1 .'
••'%
HEADER FRAMING DETAILS
Checked B Y
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
1777 S. HARRISON STREET
. 76835 �•
= ==
—
2014 FL BUILDING CODE
SHEET
Date'
Building SIZe.WIDTH-LENGTH-HEIGHT-SQ.
_
.AREA
SHED AND THE ENGINEER OF
DENVER, COLORADO 80210
_
RECORD.
(303) 753-8833 EXT. 5618
S ATE of
Q X� A
Scale: N.T.S.
PAGE 1 OF 4
i, . ..�y�
-/0
FriA 111
BOLT LATCH ON FIXED DOOR FOR
nnllR1 F r)nnR
ATTACH (1) BOLT LATCH AT THE TOP AND
(1) BOLT LATCH AT THE BOTTOM OF THE
FIXED DOOR. ATTACH EACH BOLT LATCH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
LVA
BOLT LATCH ON FIXED
DOOR FOR DOUBLE DOOR
WHEN THE FIXED DOOR IS
CLOSED AND BOTH BOLT
LATCHES ARE ENGAGED, THE
TOP BOLT LATCH WILL REST
AGAINST THE INSIDE EDGE OF
THE HEADER, AND THE BOTTOM
BOLT WILL REST IN A
PRE -DRILLED HOLE IN THE
FLOOR DECKING.
DOOR THRESHOLD
TIMI
DOOR HANDLE AND STRIKE
PLATE ATTACHMENT
INSTALL DOOR HANDLE PER
MIIANUFACTURER'S
It�VSTRUCTIONS. USE #8 x 2-1/4"
SQUARE DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
#13 x 2" SQUARE DRIVE WOOD
SCREWS.
ROOF SHEATHING (7/16" OSB)
WIDTH LENGTH FIELD NAILING EDGE NAILING
14' 14'-24' 8d NAILS @ 4'' O.C. 8d NAILS @ 4" O.C.
16' 16-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
'"'Tc"'^" ^^^Z SHEATHING
HINGE ATTACHMENT
(3) TUFF SHED HINGES
PER DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
2 DOUBLE DOOR ASSEMBLY3 HINGE ASSEMBLY
SIDE VIEW O FRONT VIEW
SCALE. N.T.S. SCALE. N S
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
NAILING TABLE NOTES:
1. NAILING 67-��MARTSIDE PANEL.
2. RETURN WALLS DESIGNATE MINIMUM WALL
PANELS ON EACH END OF WALL.
3. NO SINGLE OPENING GREATER THAN 8'-0"
4. USE COMMON OR GALVANIZED BOX NAILS
WITH A MINIMUM LENGTH OF 21".
5. 3/8" SMARTSIDE FIELD NAIA6: 8d@ 12" O.C.
6. ONLY ONE HOLD DOWN CONNECTOR TYPE IS
REQUIRED AT INTERSECTING ENDS OF WALLS
WHICH HAVE A COMMON END POST. (USE
LARGER HOLD DOWN CONNECTOR TYPE.)
7. SEE DETAIL 2, SHEET 3 FOR ADDITIONAL
AUGER ANCHOR LOCATIONS AND
INFORMATION.
8. SEE DETAIL 4, SHEET 3 FOR ADDITIONAL
ANCHOR LOCATIONS AND INFORMATION FOR
USE WITH CONCRETE SLAB. AUGER ANCHORS
ARE NOT REQ'D WHEN USING CONCRETE SLAB.
MIN 2'-4" RTN WALLS ON EACH END OF WALL OPENING
14'
14'-16'
END WALL EDGE NAILING REQUIREMENTS
MARK
WALLS
BEING
USED
END
WALL
WIDTH
SIDE
WALL
LENGTH
NAILING (NOTE 4)
MAX.
COMB.
OPENING
(NOTE 3)
MIN TOTAL
COMBINED
SHEAR WALL
4" O.C.
NO OPENINGS ALONG
THE WALL
14'
14'-20'
8d NAILS
14'
14'-22'
8d NAILS @ 6" O.C.
0'
14'
8d NAILS
14'
24'
8d NAILS @ 4" O.C.
0'
14'
8d NAILS
16'
16-24'
8d NAILS @ 6" O.C.
0'
16'
MIN 2'-4" RTN WALLS ON EACH END OF WALL OPENING
14'
14'-16'
8d NAILS
6" O.C.
4'
10'
14'
18'-24'
8d NAILS
4" O.C.
4'
10'
14'
14'-20'
8d NAILS
4" O.C.
6'
8'
14'
22'-24'
8d NAILS
3" O.C.
6'
8'
14'
14'
8d NAILS
4" O.C.
8'
6'
14'
16'-18'
8d NAILS
3" O.C.
8'
6'
16'
16'-18'
8d NAILS 9
6" O.C.
4'
12'
16'
20'-24'
8d NAILS
4" O.C.
4'
12'
16'
16'
8d NAILS
6" O.C.
6'
10'
16'
18'-24'
8d NAILS @
4" O.C.
6'
10'
16'
116-18'
1 8d NAILS
4" O.C.
8'
8'
16'
1 22'-24'
18d NAILS
3" O.C.
8'
8'
SIDE WALL EDGE NAILING REQUIREMENTS
MARK
14'-24'
8d NAILS @ 6" O.C.1
0'
MAX.
14'
WALLS
END
SIDE
0'
COMB.
MIN TOTAL
BEING
WALL
WALL
UP TO 9'
OPENING
COMBINED
USED
WIDTH
LENGTH
NAILING NOTE 4
(NOTE 3)
SHEAR WALL
NO OPENINGS ALONG THE WALL
MIN 2'-4" RTN WALLS ON EACH END OF WALL OPENING
14'
14'
14'-24'
8d NAILS @ 6" O.C.1
0'
14'
14'
16'
1 16'-24'
8d NAILS @ 10-C.1
0'
16'
MIN 2'-4" RTN WALLS ON EACH END OF WALL OPENING
14'
14'-24'
8d NAILS
6" O.C.
UP TO 5'
9'
14'
14'-24'
8d NAILS
4" O.C.
UP TO 8'
6'
14'
14'-24'
8d NAILS
3" O.C.
UP TO 9'
5'
16'
16'-24'
8d NAILS
6" O.C.
UP TO 6'
10'
16'
16'-24'
j8d NAILS
4" O.C.
UP TO 9'
7'
16'
1 16'-24'
18d NAILS
3" O.C.1
UP TO 11'
5'
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
P.O. #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFFSHED, INC. THESE
GS 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.
TSF SHED, INC.
ENGINEERING DEPARTMENT
\���� R /,
\ ;
\��� Q E S ���
o. 76835 —_
= *: r
=
_ _
-5��', STA E OF �• '��.
'-��c.. < o i o A .• �4�
TITLE
GENERAL NOTES
2014 FL BUILDING CODE
DRAWING NO.
FL-PPTR-TR800-02
Drawn By: PK
Date: 8/15/16
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 5618
REV. LEVEL 01
Checked By:
SHEET
Bullding Size -LENGTH -HEIGHT -SD FT ARFA
Date:
Scale: N.T.S.
PAGE 2 OF 4
#12-14 X 3" HEX HEAD—
SELF-DRILLING SCREWS
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC
#10 X 3/4" PAN
HEAD SELF -DRILLING
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BL
2X6 STEEL TRACK EACF
BASE PLATE SCREV
WIDTH
SPAC
6'-12'
8"0
I � 40 0 , ""'
OSTEEL SHED BASE DETAIL
SCALE. N.T.S.
SIDING
TRIM
ATTACH BRACKET
TO STUD THRU HOLE
IN ANCHOR PLATE WITH
1/2"0 x 7" CARRIAGE BOLT
W/FLAT WASHER ON THE
INSIDE AND LOCKNUT
OT17SWB
-OR-
OT24SWB
M
1/2" HILTI KWIK BOLT TZ
STUD
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054/TRACK:
600T125-054) ICC ER -4943P.
2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL I AYOUT.
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 #12-14 X 3" GALVANIZED SELF -DRILLING
SCREWS @ 12" O.C.
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.
3/8" NYLON
LOCK NUT
Z BASEPLATE
FLOOR PLY
d'
H
STAINLESS STEEL 304 L
EMBEDMENT DEPTH = 2 1/4" STEEL SHED
MIN. EDGE DISTANCE = 6" BASE
ANCHOR SPACING: RE: KWIK 4" CONCRETE
BOLT ANCHORS TABLE, SHEET 3 PAD (MIN)
OSIDEWALL BRACKET DETAIL
SCALE NTS
KWIK BOLT ANCHORS
(INTO CONCRETE)
RE: DETAIL 3 SHEET 3
WIDTH LENGTH
QTY
14' 14'-20'
6
14' 22'-24'
8
16' 16'-18'
6
16' 20'-24'
8
NOTES:
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
2. PROVIDE (1) ANCHOR AT EA. CORNER
OF THE BUILDING. THE REMAINING
ANCHORS EQUALLY SPACED ALONG THE
LENGTH OF THE BUILDING. (1/2 THE
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED).
BLOCK
� � 1
U >- FINISH
M ~ GRADE
- z
Z \�/
TRIM AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
SIDING . PART NUMBERS:
OT3644BGMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
ATTACH BRACKET TO STUD REPORT NO. RAD -3060
THRU HOLE IN ANCHOR OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
PLATE WITH 1/2"0 x 7" REPORT NO. LO-FJ90129-A
CARRIAGE BOLT W/FLAT -OR-
WASHER ON THE INSIDE OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
AND LOCKNUT REPORT NO. LO-FJ90129-B
CORNER STUD • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 4,725 LBS
AUGER ANCHORS
J
WIDTH
STUD
# OF ANCHORS
14'
14'-20'
w
14'
22'-24'
0
16'
16'-18'
4 ANCHORS
o
STUD
6 ANCHORS
M
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
TOP & BOTTOM
SIDING
2.
TRIM
T'_!
END WALL �
BEFORE POURING CONCRETE.
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
14'
14'-20'
4 ANCHORS
14'
22'-24'
6 ANCHORS
16'
16'-18'
4 ANCHORS
16'
20'-24'
6 ANCHORS
PROVIDE (1) ANCHOR AT EACH CORNER
OF BUILDING AND REMAINING ANCHORS
SPACED EQUALLY ALONG SIDEWALLS
i ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
SCALE. N. T
ICL 3" CLR.
v >_ TYP
M
UNHEATED SPACE
ANCHOR BOLT &
CONTINUOUS FOOTING NOTES
P.T. SILL PLATE
1.
TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
PER NOTES BELOW
BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB.
-OR-
#4 CONTINUOUS
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
TOP & BOTTOM
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2.
ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
CONCRETE FLOOR
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.
d° G�
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.
DESIGN RY B
A. ATTACH PRESSURMIC
E TREATED REATED SOLE PLATE TO THE FOOTING USING
S
1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS.
REI FORCEMENT
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.
PE NOTES BELOW
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.
8 THI
I MIN.
\� CONCRETE FOUNDATI DE; I
\` J SCALE N T S
SLAB
Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED INC. ���� , 14J r1//'/�/ TITLE DRAWING NO.
TUFF SHED DESIGN ARE THE PROPERTY 1 t . 7///
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT �� G, � ••• �� / FL-PPTR-TR800-02
DRAWINGS ARE FORA ��� S F :� �% DETAILS
Stora a Buildin S & Garages Date. 8/15/16 BUILDING TO BE SUPPLIED ` REV. LEVEL 01
g g g Site Address: AND BUILT BY TUFF SHED. RICHARD J. WILLS, P.E. _� o. 6835
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS =:
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET = 2014 FL BUILDING CODE SHEET
Building SIZe.W1OTHLENGTH-HEIGHT-SG FT AREA
Date. SHED AND THE ENGINEER OF DENVER, COLORADO 80210
- '� � • -�
L—
Scale: N.T.S. RECORD. (303) 753-8833 EXT. 5618:,•• TATE OF P •: •� PAGE 3 OF 4
TUFFSHEDI Truss: T01
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TUFF SHED
Storage Buildings & GaragesSite
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Address:
P.O. #
Drawn By: PK
Date: 8/15/16
Checked By:
Building Size: WIDTH -LENGTH -HE I GHT- SO. FT AREA
Date:
Scale: N.T.S.
ROOF SHEATHING
2X4 BLOCK W/ A34 AT EACH END
AND
Edd COMM NAILS THRU ROOF SHEATHING END WALL
TRUSS
2X4 BRACE AT V OC ATTACH WITH (6)164
COMMON FACE NAILS AT BLOCK AND AT
ROOF SHEATHING. 3 NAILS EACH SIDE
TRUSS
ATTACH END WALL TRUSS TO TOP PLATE HATH
NAILS PER DETAIL 8
2X4 FULL LENGTH OF BUILDING® 6' OC
BOTH END WALLS. ATTACH TO TRUSS
BOTTOM CHORD W'H 2-16d NAILS,
NAIL ALSO AT END WALL TRUSS.
MATCH DIAGONAL BRACE LOCATION.
H10 ANCHOR AT EACH 2X4 BRACE
THIS DETAIL IS PROVIDED IN LIEU OF A RIGID CEILING SYSTEM
END WALL BRACE and
TRUSS BOTTOM CHORD BRACE
NOT TO SCALE
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.
TUFFSHED
1777 SOUTH HARRISON STREET
SUITE 600
DENVER CO 80210
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ROOF SHEATHING
2X4 BLOCK W/ A34 AT EACH END
AND
Edd COMM NAILS THRU ROOF SHEATHING END WALL
TRUSS
2X4 BRACE AT V OC ATTACH WITH (6)164
COMMON FACE NAILS AT BLOCK AND AT
ROOF SHEATHING. 3 NAILS EACH SIDE
TRUSS
ATTACH END WALL TRUSS TO TOP PLATE HATH
NAILS PER DETAIL 8
2X4 FULL LENGTH OF BUILDING® 6' OC
BOTH END WALLS. ATTACH TO TRUSS
BOTTOM CHORD W'H 2-16d NAILS,
NAIL ALSO AT END WALL TRUSS.
MATCH DIAGONAL BRACE LOCATION.
H10 ANCHOR AT EACH 2X4 BRACE
THIS DETAIL IS PROVIDED IN LIEU OF A RIGID CEILING SYSTEM
END WALL BRACE and
TRUSS BOTTOM CHORD BRACE
NOT TO SCALE
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.�`t�
ENGINEERING DEPARTMENT �� . \ 'E ' e
4':�'
i
RICHARD J. WILLS, P.E. No. 76435
1777 S. HARRISON STREET =
DENVER, COLORADO 80210
(303) 753-8833 EXT. 5618` 9•. STA `o PDQ
.�
%IO �NAi 1`\\��
111
TITLE DRAWING NO.
TRUSS DETAILS FL-PPTR-TR800-02
REV.LEVEL 1
2014 FL BUILDING CODE SHEET
PAGE 4 OF 4
TUFF SHED
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TUFF SHED, INC.�`t�
ENGINEERING DEPARTMENT �� . \ 'E ' e
4':�'
i
RICHARD J. WILLS, P.E. No. 76435
1777 S. HARRISON STREET =
DENVER, COLORADO 80210
(303) 753-8833 EXT. 5618` 9•. STA `o PDQ
.�
%IO �NAi 1`\\��
111
TITLE DRAWING NO.
TRUSS DETAILS FL-PPTR-TR800-02
REV.LEVEL 1
2014 FL BUILDING CODE SHEET
PAGE 4 OF 4