30 N Saratoga Cir ACC19-0066 ShedNOTES:
THESE DRAWINGS AND THE
1. BUILDING CODE: FLORIDA BUILDING CODE, 6th EDITION (2010
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONE
OF TUFF SHED, INC. THESE
(HVHZ)
DRAWINGS ARE FOR A
2. DESIGN LOADING:
BUILDING TO BE SUPPLIED
WIND SPEED: V'it = 155
Checked By:
Vasd = 120
Date:
Scale: N.T.S.
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:
29 PSF (ZONED
WIND PRESSURE (psf (ASD VALUES)
50 PSF (ZON
:�
(BASED ON 10 SQ FT)
74 PSF (ZONE:
WALL:
34 PSF (ZONE:
42 PSF (ZONE :51
FLORIDA BUILDING APPROVAL NUMBERS --
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
#FL20743.1.
2. WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP - FLORIDA
BUILDING APPROVAL FL14911.5.
3. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL919D.6.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.1.
5. ROOF UNDERLAYMENT BY GAF - FLORIDA PRODUCT APPROVAL
#FL18686.1
6. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#FL10674.1.
7. SHINGLES BY GAF - FLORIDA PRODUCT APPROVAL #FL10124.1
8. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1.
9. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.1.
10. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING -
FLORIDA BUILDING APPROVAL #FL16391.1.
11. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL
#FL22202.1, #FL22202.2, #FL22202.3, #FL22202.4
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")
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
Building SIZe.WIDTH-LENGTH -HEIGHT -3Q.FT AREA
UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
SR6001 TR700, PR
OVERHANG OPTIONS T
REFER TO THE TRUSS DESIGN FOR
LUM/ .d� AND BPLATE SIZE ER SIZE, USS SPACING
r
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
12
4
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 WINDOWSILL
FLOOR DECKING
BASE PLATE
I-- � r —J
FOR WINDOW OPENINGS UP TO 4'-0"
WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
P.O. #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
Drawn By: PK
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
Date: 3/12/19
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
Checked By:
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHE AND THE ENGINEER OF
RECORD
Date:
Scale: N.T.S.
RAFTER
FLORIDA APPROVED OWENS
CORNING OAKRIDGE 30 YEAR
SHINGLES - FL10674-R10
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
^7UBLE TOP PLATE
RIPPLES (IF REQ.)
TOE NAIL WITH (3)
60 NAILS, (2) ONE
IDE, (1) OTHER
IDE
OTRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
FADERS FOR I
JPENINGS UP O 4'-0"
USE (2) 2x4 SPF #2
JPENINGS 4'-1 ' TO 6-0"
USE (2) 2x6 S+ #2
JPENINGS 6'-'J" TO 8'-0"
USE (2) 2x8 SPF #2
NG STUD
RIMMER
OORr
FOR OPENINGS U� TO 8'
DOOR H
36 FOR SIC
SCALE. N.T.S.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
TE
=CKI
IL
6)ft 'rL f�f�i
7835
i ��^' TAT OF
f}}`
I-- — — 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.
TITLE I DRAWING NO.
FL -PR -SR -TR -01
BUILDING SECTIONS
HEADER FRAMING DETAILS I REV. LEVEL 01
FBC, 6th EDITION (2017) I SHEET 1
155C
PAGE 1 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 BLOCKS
2X6 STEEL TRACK EACH END
BASE PLATE SCREW SPACING
WIDTH SPACING
6'-12' 8" O.C.
OSTEEL SHED BASE DETAIL
SCALE: N.T.S.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1. STEEL SHED FOUNDATION:
600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK. -
600T125 -054) ICC ER -4943P.
1 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
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
i I'I SCREWS. REFERENCE SPACING CHART.
i 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.
a
Sl"UD
3/8" NYLON
LOCK NUT
z r BASEPLATE
FLOOR PLY
v / /_ -
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 4" CONCRETE
BOLT ANCHORS TABLE, SHEET 3 PFFD (MIN)
OSIDEWALL BRACKET DETAIL
SCALE: N.T.S.
Order #.
TUFF SHED Customer:
Storage Buildings & Garages Site Address:
TUFF SHED, MFG. FACILITIES Checked By:
�+
[Da
Building SIZe:WIDTH-LENGTH - HEI GHT-SQ.FT.AREA
Scale: N.T.S.
KWIK BOLT ANCHORS
(INTO CONCRETE
E: 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'
6
12'
20'-24'
8
NOTES: 00 12�
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2
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).
P.O. #
Drawn By: PK
Date: 3/12/19
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
y 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-
3/8"0 x 4" CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B
`r CORNER STUD • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
U >- FINISH
cel ~ GRADE
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
SCALE: N.T.S. 'y
UNHEATED SPACE
�Ia 3" CLR.
U TYP.
Cl) 8"
MIN.
0 CONCRETE FOUNDATION
SCALE: N.T.S.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
TOP & BOTTOM
CONCRETE FLOOR
SLAB
REINFOCEMENT
PE$\NO ES BELOW
SLAB
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, Pc = 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.
e- ��
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No 7835
TAT OF �eQ
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TITLE
DETAILS
FBC, 6th EDITION (2017)
155C
DRAWING NO.
FL -PR -SR -TR -01
REV. LEVEL 01
SHEET 3
PAGE 3 OF 4
AUGER ANCHORS
STUD -,,WIDTH
LENGTH # OF ANCHORS
2K
W
6' 6'-18' 4 ANCHORS
8' 8'-24' 4 ANCHORS
10' 10'-24' 6 ANCHORS
q STUD
12' 12'-24' 6 ANCHORS
M
SIDING 4 -ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
6 -ANCHORS PROVIDE (1) AT EA.
TRIM CORNERS OF THE BUILDING AND (1) AT
T_
END WALL
THE CENTER OF EA. SIDE WALL.
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
SCALE: N.T.S. 'y
UNHEATED SPACE
�Ia 3" CLR.
U TYP.
Cl) 8"
MIN.
0 CONCRETE FOUNDATION
SCALE: N.T.S.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
TOP & BOTTOM
CONCRETE FLOOR
SLAB
REINFOCEMENT
PE$\NO ES BELOW
SLAB
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, Pc = 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.
e- ��
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G NQS R *61
No 7835
TAT OF �eQ
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TITLE
DETAILS
FBC, 6th EDITION (2017)
155C
DRAWING NO.
FL -PR -SR -TR -01
REV. LEVEL 01
SHEET 3
PAGE 3 OF 4
3X4 20 PLATES
T-0" 1 EACH SIDE
r 3;
12
Q 4
0
0
00 6'-0"
LID
N
3X4 20 PLATES r0000
�i
LO 1 EACH SIDE
Ch 4'-0"
4',2 1/2n
12
Q 4
00
o
00 8'-0"
LO
CV
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
FBC, 6th EDITION (2017)
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BE17ER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
00
tV
CV
r
5'-0"
18.0°
00 10'-0"
fV
6'-0"
9' I
— 3X4 20 GA PLATE
1 EACH SIDE
6' SPAN
REACTIONS:
Q1z MAX. VERTICAL: 180 LBS.
4 MAX. UPLIFT: -160 LBS.
3X4 20 GA PLATES
1 EACH SIDE
3X6 20 GA —
PLATES
1 EACH SIDE
6'-0"
12'-0"
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10'SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -250 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.
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.
WIND:
ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ICC -ES #ESR -1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
Order #. P.O. # THESE DRAWINGS AND THE fj
TUFF SHED INC. ��� s'=<<� pis TITLE DRAWING NO.
DESIGN ARE THE PROPERTY ` C
Customer: Drawn B : PK OF TUFF SHED INC. THE ENGINEERING DEPARTMENT o ,-
TUFF S y SE FL -PR -SR -TR -01
DRAWINGS ARE FOR A N f335 TRUSS DETAILS
Storage Buildings & Gara eS Date: 3/12/19 BUILDING TO BE SUPPLIED
g g g Site Address: AND BUILT BY TUFF SHED. RICHARD J. WILLS, P.E. ®• .; __ REV. LEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET •;� FBC, 6th EDITION (2017) SHEET
ORLANDO, FL 32817 Date: SHED AND THE ENGINEER OF DENVER COLORADO 80210 ••• s ATE O F
(888)788 -TUFF Building Size:WIDTH-LENGTH-HEIGHT-SQ. Ff. AREA ,,
STORE 520 Scale: N.T.S. RECORD (303) 753-8833 EXT. 96315 ���f!/'�S, ,aaLa �� 155C PAGE 4 OF 4
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