1799 SEA OATS DR - SHED DRAWINGSREVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
NOTES: UNINHABITED UTILITY SHED UP TO 12' SEE PERMITS FOR ADDITIONAL WIDE x UP TO 24' LONG
1. BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION (2017) REQUIREMENTS AND CONDITIONS
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) PPTR, TR/TRD800
2. DESIGN LOADING: OVERHANG OPTIONS REVIEWED BY: DATE:_/ao��
WIND SPEED (T1609.3.1): V„it = 155 REFER TO THE TRUSS DESIGN FOR
Vasd = 120 LUMBER SIZE, TRUSS SPACING, PITCH FIC CO PYTOE NAIL WITH (3)
EXPOSURE: C AND PLATE SIZE
ROOF LIVE LOAD: 20 PSF COLLAR TIE REQUIRED ONLY AT
18d NAILS, (2) ONE
SIDE, (1) OTHER
ROOF DEAD LOAD: 10 PSF 12' WIDE SHEDS, SEE TRUSS CALCULATIONS SIDE
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHE�T3) 12 FLORIDA APPROVED OWENS RAFTER
IMPORTANCE FACTOR: (IW): 1_0 MAX CORNING OAKRIDGE 30 YEAR
RISK CATEGORY: � '
COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 11 REOTE SHINGLES - FL10674.1-R12-OR-
WIND PRESSURE (psf) (ASD VALUES) 58 PSF ZONE 2, FLORIDA APPROVED THOMPSON
(BASED ON 10 SQ FT) WALL: 31 PSF (ZONE 4) ARCHITECTURAL METALS CO.
34 PSF (ZONE 51 METAL ROOFING - FL5218.1-R2 SIMPSON H1 OR USP RT15
INTERNAL WIND PRESSURE COEFFICIENT: +0.18 X FOR 6'-10' WIDE
Q SEE THE TRUSS SIMPSON H2.5A OR USP RT7A
(ENCLOSED BUILDING) -0.18 g = CONNECTION FOR 12' WIDE
FLORIDA BUILDING APPROVAL NUMBERS- w DETAIL - DETAIL 4
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL = WALL TOP PLATES
#FL20743.1-R1. o
J WALL FRAMING TO BE 2 x 4
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R5. tO < SPF #2 OR BETTER @ 16" O.C. SIDING
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#FL10674.1-R13. IF BUILDING IS LOCATED STUDS
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -i SEE SHEET 3 FOR STEEL FLOOR WITH IN A FLOOD ZONE THEN
FLORIDA BUILDING APPROVAL #FL17206.1-R4. ANCHOR DETAIL OR FOUNDATION DETAIL FLOOD VENTS AND PRESSURE
5. MARLYNMETALS, INC METAL ROOFING - TREATED STUDS ARE REQUIRED
FLORIDA BUILDING APPROVAL #FL8393.5-R5 AND #FL8393.7-R5._ UP TO 12'-0" WIDE - ONE SQ INCH VENT 4 TRUSS TO WALL
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - FOR EVERY ONE SQ FT CONNECTION DETAIL
FLORIDA BUILDING APPROVAL #FL17667.1-R1.
OF BUILDING SCALE: N.TS
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-O BUILDING SECTION
FLORIDA BUILDING APPROVAL #FL17588.1-R1. SCALE: NTS.
8. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING - DOUBLE TOP PLATE CRIPPLE STUD
FLORIDA BUILDING APPROVAL #FL16391.1-R2. DOUBLE TOP PLATE KING STUD
(3) 2X6 SPF#2
CRIPPLES (IF REQ.) CRIPPLES (IF REQ.) 16d @ 12" O.0
HEADER NAILING: HEADERS FOR
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER HEADERS FOR OPENINGS UP TO 4'-0"
) 2x4 SPF #2
OPENINGS UP TO 3-0" OPENINGS 4'-1" TO 6-6" HEADER ASSY
NAILING: USE (2) 2x4 SPF #2 USE (2) 2x6 SPF #2 2 KING STUDS
OPENINGS 6'-7" TO 8'-0" ( )
REFER TO SHEET 2 FOR WALL AND ROOF
2x4 WINDOW SILL USE (2) 2x8 SPF #2 16d @ 12" O.C.
KING STUD STAGGERED
SHEATHING NAILING. FLOOR DECKING TRIMMER TRIMMER STUD STUDSER HEADERS FOR: -TRIMMER STUD
BASE PLATE BASE PLATE - ON THE INSIDE OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
MAX WALL HEIGHT FOR EACH SHED: KING STUD FLOOR DECKING KING STUDS OPENINGS 6'-1" TO 8'-0" USE (2) 2x6 SPF #2
PPTR - 8'-0 1/4" (96 1/4") 8d @ 12" O.C.
TR/TRD800 - 7'-8 1/4" (92 1/4") FOR WINDOW OPENINGS UP TO T-0" FOR OPENINGS UP TO 8'-0" TRIMMER STUD r REFER TO THE DOOR DETAIL (SHEET 2) FOR
FOR OPENINS P TO 8'-0" THE DOOR DESIGN
WINDOW HEADER DETAIL DOOR HEADER DETAIL TRIPLE HEA DETAIL HEADER DETAIL FOR
2 FOR SIDE WALLS 26 FOR SIDE WALLS 26 FOR SIDE WAIL 3 END WALLS
/ O
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
Order #. [Date:
.O. # THESE DRAWINGS AND THE i,
TUFF SHE TUFF SHED, INC. \ • •r'•:2',� i� TITLE DRAWING NO.
DDESIGN ARE THE PROPERTY �`� _ ' •C C
Customer: rawn By: PK OF TUFF SHED, INC. THESE
ENGINEERING DEPARTMENT FL-PPTR-TR800-01
DRAWINGS ARE FORA 0.76 835 BUILDING SECTIONS
Storage Buildings & Garages 12/6/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. _�• _ REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. = HEADER FRAMING DETAILS
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS -
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET - SHEET
a FBC, 6th EDITION (2017)
Date: DENVER, COLORADO 80210 % �'• TATE. of
Building Size.WIOTH-LENGTH-HEIGmr-so.Er.AHEA SHED AND THE ENGINEER OF •.• F
Scale: N.T.S. RECORD. (303) 753-8833 EXT. 96315 �i��r, n i o P •.• 155C
PAGE 1 OF 4
z
-�-- DOOR HANDLE AND STRIKE
, SINGLE DOOR ASSEMBLY
TOP VIEW
SCALE: N.T.S.
BOLT LATCH ON FIXED DOOR FOR
UUUbLL DOOR
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.
0
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE #8 x 2-1/4"
SQUARE DRIVE WOOD SCREWS
ATTACH STRIKE PLATE WITH (3)
#8 x"�" SQUARE DRIVE WOOD
SCRfEWS.
DOUBLE DOOR ASSEMBLY
B TOP VIEW
SCALE N.T.S.
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
2 DOUBLE DOOR ASSEMBLY
SIDE VIEW
OFFICE COPY
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE PPTR AND TR/TRD800 DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
MARK
6'-18'
8d NAILS @ 6" O.C.
0'
6'-18'
MAX.
6-10'
MARK
0'
6'
8'
WALLS
BEING
END
WALL
SIDE
WALL
8'-24'
6'
COMB.
OPENING
MIN TOTAL
WALLS
END
SIDE
10'-24'
USED
WIDTH
LENGTH
I DGE NAILING
18'
(NOTE 2)
COMBINED
SHE WALL
BEING
USED
WALL
WIDTH
WALL
LENGTH
8d NAILS @ 6" O.C.
0'
12'-24'
8'
8'-14'
8d NAILS @ 6" O.C.
p
g'
■ MIN 2'-4" RTN WALLS ON
EDGE NAILING
■ MIN 2'-4" WALL SEGMENT
NO OPENINGS ALONG THE WALL
16'-20'
8d NAILS @ 4" O.C.
NO OPENINGS ALONG THE WALL
MAX. MIN TOTAL
COMB. COMBINED
OPENING ISHEARWA
6'
N
6'-18'
8d NAILS @ 6" O.C.
0'
6'-18'
6'
6-10'
8d NAILS @ 6" O.C.
0'
6'
8'
8'_24'
8d NAILS @ 6" O.C.
p'
8'-24'
6'
12'-16'
8d NAILS @ 4" O.C.
0'
6'
10'
10'-24'
8d NAILS @ 6" O.C.
0.1U-24"
8'
6'
18'
8d NAILS @ 3" O.C.
0'
6'
12'
12'-24'
8d NAILS @ 6" O.C.
0'
12'-24'
8'
8'-14'
8d NAILS @ 6" O.C.
p
g'
■ MIN 2'-4" RTN WALLS ON
EACH END OF WALL-
■ MIN 2'-4" WALL SEGMENT
8'
16'-20'
8d NAILS @ 4" O.C.
01
g'
6'
6-18,
8d NAILS 6" O.C.
UP TO 12'
4'
8'
22'-24'
8d NAILS @ 3" O.C.
p.
g'
8
8'-24'
8d NAILS 6" O.C.
UP TO 12'
S'
10'
I '
0,4
8d NAILS @ 3" O.C.
■ MIN 2'-4" RTN WALLS ON
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
INTERIOR DOOR SHEATHING
7/16" OSB OR 7/16" OSB WITH
FOIL BACKER
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.
HINGE ASSEMBLY
C71Dnnl-r X/IMA/
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" 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.
TUFF SHED
Order #.
Customer:
8'
8'-24'
8d NAILS 4" O.C.
UP TO 12'
4'
Date: 12/6/16
10 -16
10' 18'-24'
AILS @ 6 O.C.
8d NAILS @ 4" O.C.
0'
10'
TUFF SHED, MFG. FACILITIES
8d NAILS -@4- O.C.
10'
Checked By:
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
12'
10'
10'-24'
8d NAILS @ 6" O.C.
UP TO 12'
6-
8'
16'-20'
Scale: N.T.S.
0'
10'
9
8d NAILS @ 3" O.C. (BS)
4' 4'
10'
10'-12'
10'
10'-24'
8d NAILS @ 4" O.C.
UP To-, z
4'
3' 7'
12' 12'-20'
8d NAILS @ 6" O.C.
0'
12'
10'
10'
8d NAILS @ 6" O.C.
4' 6'
10'
12'
12'-24'
8d NAILS 6" O.C.
UP TO 12'
T
8d NAILS 3" O.C.
12' 22'-24'
8d NAILS @ 4" O.C.
22'-24'
8d NAILS 3" O.C. BS
4' 6'
10'
12'
12'-24'
8d NAILS @ 4" O.C.
UP TO 12'
5'
8d NAILS @ 3" O.C.
■ MIN 2'-4" RTN WALLS ON
EACH END OF WALL-
■MIN 2'-4" WALL
SEGMENT
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
INTERIOR DOOR SHEATHING
7/16" OSB OR 7/16" OSB WITH
FOIL BACKER
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.
HINGE ASSEMBLY
C71Dnnl-r X/IMA/
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" 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.
TUFF SHED
Order #.
Customer:
WIDTH
P.O. #
Drawn By: PK
Storage Buildings & Garages
EDGE NAILING
6'
Date: 12/6/16
8d NAILS @ 12" O.0
Site Address:
8'
8'-24'
TUFF SHED, MFG. FACILITIES
8d NAILS -@4- O.C.
10'
Checked By:
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
12'
12'-24'
AREA
Date:
Building SIZe:WIDTH- LENGTH - HEIGHT- S�p.FT
4' 4'
8'
16'-20'
Scale: N.T.S.
ROOF SHEATHING (7/16" OSB)
6-9,
WIDTH
I 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.
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 (NO
OPENINGS) AND NAILED AS SPECIFIED. 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 WITH A MINIMUM
LENGTH OF 2 1/2". 1n
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6'X 10'-18' THE T DOOR IN THEE D
WALL WILL Nf ED TO BE OFF SET. THERE WILL BE A 2'6"F NE
ON ONE SIDE AND A 6" PANEL ON THE OTHER SIDE OF tH
DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEAT D 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.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT, 96315
'6'
6-9,
8d NAILS @ 4" O.C.
3' 5'
8'
3'
SEE NOTE 3
6'
10'-12'
8d NAILS @ 4" O.C. (BS)
3'
2'6" NOTE 6
6'
14'-16'
8d NAILS @ 3" O.C. (BS)
3'
2'6" NOTE 6)
8'
8'
8d NAILS 6" O.C.
3' 5'
8'
10'-12'
8d NAILS P. 4" O.C.
3' 5'
8'
14'-16'
8d NAILS 3" O.C.
T 5'
8'
18'-24'
8d NAILS @ 4" O.C. BS
3' 5'
8'
8'-10'
8d NAILS @ 4" O.C.
4' 4'
8'
12'-14'
8d NAILS @ 3" O.C.
4' 4'
8'
16'-20'
8d NAILS @ 4" O.C. BS)
4' 4-
8'
22'-24'
8d NAILS @ 3" O.C. (BS)
4' 4'
10'
10'-12'
8d NAILS 6" O.C.
3' 7'
10'
14'-18'
8d NAILS @ 4" O.C.
3' 7'
10'
20'-24'
8d NAILS @ 3" O.C.
3' 7'
10'
10'
8d NAILS @ 6" O.C.
4' 6'
10'
12'-14'
8d NAILS 4" O.C.
4' 6'
10'
16-20'
8d NAILS 3" O.C.
4' 6'
10'
22'-24'
8d NAILS 3" O.C. BS
4' 6'
10'
10'
8d NAILS @ 4" O.C.
6' 4'
10'
12'
8d NAILS @ 3" O.C.
6' 4'
10'
14'-20'
8d NAILS P 4" O.C. BS
6' 4'
10'
22'-24'
8d NAILS 3" O.C. BS
6' 4'
12'
12'
8d NAILS @ 6" O.C.
4' 8'
12'
14'-20'
8d NAIL 4"
4' 8'
12'
22'-24'
8d NAIL 3" O.C.
4' 8'
12'
12'-14'
8d NAILS @ 4" O.C.
6 6'
12'
16-20'
6' 6'
12'
22'-24'
8d NAILS -@4" O.C. (BS)
6' 6'
12'
12'
8d
8' 4'
12'
14'-20'
d A 4
8' 4'
12'
22'-24'
8d NAILS @ 3" O.C. (BS)
8' 4'
v�'`
i
No. 76835
�O. TIATE OF
ORI
i�� acs •. .• ��
TITLE
GENERAL NOTES
FBC, 6th EDITION (2017)
155C
DRAWING NO.
FL-PPTR-TR800-01
REV. LEVEL 01
SHEET 2
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 BLOCKS
2X6 STEEL TRACK EACH END
BASE PLATE SCREW SPACING
WIDTH
SPACING
6'- 12'
8" O.C.
STEEL SHED BASE DETAIL
SCALE N T.&
U�H(A: UUPY
1 .
STEEL SHED FOUNDATION:
TRIM —
QTY
TRIM AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
3/8" NYLON
3/8" CARRIAGE
60OT1 25-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
BOLT (GRADE 2)
8
SIDING 0
PART NUMBERS:
OT1 7SWB
60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
-OR-
8
OT24SWB
OT3644BGMP- 5/8"X 36" (36" IMBED) GALVANIZED AUGER
6"
@ 24" O.C.
1/2" HILTI KWIK BOLT Tz MIN
6-
ATTACH BRACKET TO
REPORT NO. RAD -3060
EMBEDMENT DEPTH 21"
2
(SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK:
2X4X12",�,
BASE
STUDS THRU HOLE IN
OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
BOLT ANCHORS TABLE, SHEET 3
60OT125-054) ICC ER -4943P.
BLOCK
DETAIL
ANCHOR PLATE WITH
REPORT NO. LO-FJ90129-A
2.
3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
—
4=
4�1_
3/8"0 x 4" CARRIAG E
-OR-
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
2
BOLT AND LOCKNUT
OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
3.
FASTEN FLOOR DECKING TO JOIST & TRACKS USING
-11
---STUDS
REPORT NO. LO-FJ90129-B
#8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
0
V
WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
WITH THE MAXIMUM LOAD OF 4,725 LBS
JOISTS. STAGGER PANEL LAYOUT PER APIA CONDITION 1.
4.
FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
_1L
AUGER ANCHORS
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
STUD
<
WIDTH LENGTH # OF ANCHORS
SCREWS. REFERENCE SPACING CHART.
6' 6'- 18' 4ANCHORS
5.
ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
Uj
0
8' 8'-24' 4ANCHORS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
U)
_T
10' OF_-2_4� 6ANCHORS
ASSHOWN.
6.
USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
C? STUD
�0
__`---SIDING
12' 12'-24' 6ANCHORS
BUILDING:
I 4 -ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".
6 -ANCHORS PROVIDE (1) AT EA.
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
TRIM CORNERS OF THE BUILDING AND (1) AT
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
END WALL
THE CENTER OF EA. SIDE WALL.
SIDING ::::, '
STUD
TRIM —
QTY
6'
3/8" NYLON
3/8" CARRIAGE
LOCK NUT
BOLT (GRADE 2)
8
8'
z
OT1 7SWB
[IBASEPLATE
FLOOR PLY
-OR-
8
OT24SWB
22'-24'
6"
CD
1/2" HILTI KWIK BOLT Tz MIN
6-
STAINLESS STEEL 304
18'-24'
EMBEDMENT DEPTH 21"
2
STEEL SHED
MIN. EDGE DISTANCE 6"
BASE
ANCHOR SPACING: RE: KWIK
4" CONCRETE
BOLT ANCHORS TABLE, SHEET 3
PAD (MIN)
4 SIDEWALL BRACKET
)
DETAIL
SCALE N.T.S.
KWIK BOLT ANCHORS
NTO CONCRETE)
E: DETAIL 3 SHEET 3
–WIDTH
LENGTH
QTY
6'
6'- 10'
6
6'
12'-1 8'
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
ANCHOR BRACKET
TO BE FLUSH WITH
23AUGER ANCHOR DETAI L EDGE OF TRIM
SCALE N T S
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
TOP & BOTTOM
1 3/4'
>- FINISH CONCRETE FLOOR
GRADE
-t - ------------- 7
NOTES:
1. ANCHORS TO BE KWIK BOLTTZ, 304 SS SLAB
2. PROVIDE (1) ANCHOR AT EA. CORNER 3" CLR. REIN ' FORCEMENT
OF THE BUILDING. THE REMAINING _j PE OTES BELOW
ANCHORS EQUALLY SPACED ALONG THE 0 >_ TYP.'
LENGTH OF THE BUILDING. (1/2 THE 8"
REMAINING ANCHORS ON EA. LENGTH THI NED SLAB
SIDE EQUALLY SPACED). MIN.
0 CONCRETE FOUNDATION Al
4 SCALE NJ S \ I
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 W1 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
112" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS.
B� EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 60C.
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. A MINIMUM OF 4 BOLTS
ARE REQUIRED PER SIDE OF THE BUILDING.
NOTE: FOR BUILDINGS 18'AND LONGER OR ANY BUILDING DESIGNED AS A
3 -SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
Order 11, P.O. 4 THESE DRAWINGS AND THE vi/l "//,
TUFF SHED, INC. TITLE DRAWING NO.
DESIGN ARE THE PROPERTY Is
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGfNEERING DEPARTMENT
TUFF SHED DRAWINGS ARE FOR A DETAILS FL-PPTR-TR800-01
zz No. 835
Storage Buildings & Garages Date: 12/6/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E.
Site Address: AND BUILT BY TUFF SHED. REV.LEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, 6th EDITION (2017) SHEET
te'. -:�. TE F 3
Building Size:WIDTH -LENGTH -HEIGHT - S IFT AREA SHED AND THE ENGINEER OF DENVER, COLORADO 80210 0'.
x
RECORD. (303) 753-8833 EXT. 96315 RIO 155C
Scale: N.T.S. PAGE 3 OF 4
3X4 20 PLATES
T-0" 1 EACH SIDE
3 r -
i 1 1j8„
LO
ch
w
LO
N
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
3X4 20 PLATES
1 EACH SIDE
NOTES:
FBC, 6th EDITION (2017), 2012 IBC
ANSI/TP1 1-2007
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 7-10, 155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL
PRODUCTS, ICC -ES #ESR -1082.
00_
w
L0
N
3X4 20 GA PLATES
1 EACH SIDE
5 S.3
1/16„
12
Q4
I 18.0°
eo 10'-0"
LO
N
3X4 20 GA PLATES
1 EACH SIDE
6'-0"
6:
3 11/16„
12
D4 /
0
6' SPAN
REACTI(NS:
MAX. VERTICAL: 180 LBS.
MAX. UPLIFT: -150 LBS.
3X6 20 GA —
PLATES
1 EACH SIDE
6'-0"
12'-0"
w
r-
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT: -195 LBS.
3X4 20 GA PLATES
N T-0" 1 EACH SIDE
3:2
1S/16„
12
�5
22.5°
6'-0"
CO
N
22.5°
f 8'
N
3X4 20 GA PLATES
1 EACH SIDE
12 1S/16„
�5
M
a
EN
10' SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -250 LBS.
UrrIVt LUIJY
3X4 20 GA PLATES
1 EACH SIDE
41
N S
12
Q5
22.5°
10'-0" _
CO I
�" — 3X4 20
Ga
PLATES
1 EACH SIDE
6:6„
12' SPAN
REACTIONS:
MAX. VERTICAL: 420 LBS.
MAX. UPLIFT: -290 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
UP TO 14FT UNLESS CEILING JOIST OR OTHER
UP TO 16FT UNLESS CEILING JOIST OR OTHER
UP TO 20FT UNLESS CEILING JOIST OR OTHEI
TENSION TIE IS PROVIDED.
TENSION TIE IS PROVIDED.
TENSION TIE IS PRO#IDED.
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. 1affl!'11//
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
P.O. #
Drawn By: PK
Date: 12/6/16
Checked By:
Building Size.WIDTH-LENGTH-HEIGHT-qIQ FT AREAcale:
[Date:
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.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
N 76835
— 7k
TA E OF
piONA
/lllnln�l\\\
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
TITLE
TRUSS DETAILS
FBC, 6th EDITION (2017)
155C
DRAWING NO.
F L -P PTR-TR800-01
REV. LEVEL 01
SHEET 4
PAGE 4 OF 4