HomeMy WebLinkAboutTuff Shed SpecificationsNOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 5th EDITION (2014)
UNINHABITED UTILITY SHED :UP TO 12' WIDE x UP TO 24' LONG
SR600, TR700, PR
2. DESIGN LOADING:
OVERHANG OPTIONS REFER TO PAGE 4 FOR TRUSS DESIGN,
WIND SPEED: V 165
uIt =
Vasd = 128
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE l V �� �// TOE NAIL
Sit. L ConvfY BL ING DRWO
EXPOSURE:
2
ROOF LIVE LOAD: 0 PSF
1 d NAILS, ) ONE
— COLLAR TIE REQUIRED -ONLY AT REW VIEED FOR C L� " E SIDE, (1) OTHER
12' WIDE SHEDS, SEETRUSS CALCUL ,-;ED B ' SIDE
ROOF DEAD LOAD: 10 PSF
FLORIDAt APPRO �
�
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
12
CORNING OAKRIDGE -D PERMIT MUST BE
4 SHINGLES - FL10674-F�ff NO INSPECTION WILL BE
'
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 33 PSF (ZONE 1)
WIND PRESSURE (pst7 (ASD VALUES) 57 PSF (ZONE 2)
FLORIDAFLOAPPROVED THOMPSON
(BASED ON 10 SQ FT) 84 PSF (ZONE 3)
ARCHITECTURAL METALS CO.
WALL: 39 PSF (ZONE 4)
METAL ROOFING - FL5218-R2
48 PSF (ZONE 5)
SIMPSON H2.5A PLATE ON
g SEE THETRUSS INSIDE AT EACH RAFTER
w CONNECTION
INTERNAL WIND PRESSURE COEFFICIENT: ±0.18
DETAIL = DETAIL 2 WALL TOP PLATES
(ENCLOSED BUILDING)
FLORIDA BUILDING APPROVAL NUMBERS—
io < {{ WALL FRAMING TO BE
1. WINDOWS BY PGT INDUSTRIES, INC - FLORIDA BUILDING
2x4 SPF #2 OR BETTER SIDING
SEE SHEET 3 FOR STEEL FLOOR WITH @ 16" O.C.
APPROVAL #FL242.9, NOA #16.0714.14
ANCHOR DETAIL OR FOUND A`rION DETAIL STUDS
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R4. IF BUILDING IS LOCATED
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
-{ IN A FLOOD ZONE THEN
#FL10674.1-R12. � ._
UP TO 12' WICr`;
�� l FLOOD VENTS AND PRESSURE
4. ROOF UNDERLAYMENT BY WOODLAND3INDUSTRIES INC. -
�- TREATED STUDS ARE REQUIRED -
CO TRUSS TO WALL
FLORIDA BUILDING APPROVAL #FL17206.2-R3.
ONE SQ INCH VENT O CONNECTION T
p� '�'O"�ATTACMMENTS
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING -
1 BUILDING SECTIOIy'� T FOR EVERY ONE SQ FT SCALE: N.T.S. �_..:
O
FLORIDA BUILDING APPROVAL #FL5218.1-R2.
SCALE: N.T.S. OF BUILDING &ME 1r, RE$'WRIMOF111E
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
CONTRAMIR OF RM=
FLORIDA BUILDING APPROVAL #FL17667.1.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)--
CRIPPLE STUD
FLORIDA BUILDING APPROVAL #FL17588.1.
DOUBL�'TOP PLATE KING STUD
8. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL
CRIPP`?='S-(IF-REQ.) DOUBLE TOP PLATE
#FL22202.1 AND #FL22202.2
CRIPPLES (IF REQ.)
HEADERS FOR
HEADERS FOR OPENINGS UP TO 4'-0"
OPEN�VGS UP TO 3-0" USE (2) 2x4 SPF #2 ESE lAN AND L ROP SED 0
HEADER NAILING:
USE -(?) =2x4 SPF #2 OPENINGS 4'-V TO 6-0" ES SEC TO A
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
USE (2) 2x6 SPF #2 UUI ED B IEL NSPE ORS THAT
- 16d @ 16" STAGGERED FACE NAIL
�' OPENINGS 6'-1"TO T-6" Y e NEC SAR NOR ER TO
USE (2) 2x8 SPF #2 MP Wit ALL FUC BLECODE
O 8'-0" -
j, OPENLEA
NAILING:
2x4 WINDOW SILL #2
KING[a
FLOOR DECKING TRIMMER STUD
TRIMM HEADERS FOR:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATH INGrNAILING.
BASE PATE OPENINGS UP TO T-0" USE 2) 2x4 SPF #2
BASE
KING STUD OPENINGS T-1" TO 8'-0" USE (2) 2X6 SPF #2
FLOO
MAX WALL HEIGHT FOR EACH SHED:
REFER TO THE DOOR DETAIL SHEET 2 FOR
SR600 - 5'-8 1/4" (68 1/4") - � _
FOR OPENINGS UP O
FOR WINDOW OPENINGS UP TO 3'-0" THE DOOR DESIGN
TR700 - 6'-8 1/4" (80 1/4")
PR - 6'-4 1/2" (76 1/2")
WINDOW HEADER DETAIL DO HEA EO HEADER DETAIL FOR
FOR SIDE WALLS 3B FOR IDE L 4' END WALLS
SCALE: N.T.S. SCALE: N.T.V. X, 11 It SCALE: N.T.S.
TUFF SHEDCustomer:
Order #.
P.O. #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
TUFF SHED INC.
ENC:INEERING DEPARTMENT
�,� I!/���
����` P" �� ��
G s •.,� //
TITLE
DRAWING NO.
FL-PR-SR-TR-01
Drawn By: PK
BgW1NGS_ARE�ORA_
_
�_ Q` _ _� _ :S �J� _
BUILDING SECTIONS_
Storage Buildings & Garages
Site Address: w
Date: 8/15/16
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
RICIJARD J. WILLS P.E.
!
N 76835 .i
HEADER FRAMING DETA'�t
EL 01
Checked By:
TUFF SHED, MFG. FACILITIES
ANY OTHER USE IS
.' _=
=
�+
SHEET
FORBIDDEN BY BOTH TUFF
1777 S. HARRISON STREET
-
— =
FBC, 5th EDITION 20 I4 `
( )
Building SIZe:WIDTH-LENGTH - HEIGHT - SD. FT.ARFA
Date:
SHED AND THE ENGINEER OF
RECORD
DEN�IVER, COLORADO 80210
(303) 753-8833 EXT. 5618
i
A� JS1 e o P , �CQ1
155C
Scale: N.T.S.
PAGE 1 OF 4
_ SINGLE DOOR ASSEMBLY
TOP VIEWS--
-SCALE..-NT.S.
BOLT LATCH ON FIXED DOOR FOR
DOUBLE DOOF;F--
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.
R
DOOR HANDLE AND STRIKE
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE #8 x 2-1/4"
SQUARE DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
#8 x 2" SQUARE DRIVE WOOD
SCREWS.
DBDOUBLE DOOR ASSEMBLY
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
EXTERIOR DOOR SHEATHING
3/8 SMART SIDE NAILING REQUIREMENTS
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' 1 6-24' 8d NAILS (aD 6" O.C.
- 8_24' 8d ra,alLS L_6�:e;
10' 1 10'-24' 18d NAILS @ 6" O-C..
12' 1 12'-24' 18d NAILS @ 6" O.C.
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL-
0' 1 6'-24'
0' 10'-24'
0' 12'-24'
■MIN 2'-0" WALL SEGMENT
.16'
624' _
8d NAILS_ -6" O.C.
UP TO 12'
4'
UP TO 12'
5'
�—
8'—
8_24' -
-Sd_N__AILS !4LGX
UP—ZO 12_=-
�TO'
10'-24,
8d NAILS @ 6" O.C.
UP TO 12'
6'
10,
10'-24,
8d NAILS @ 4" O.C.
UP TO 12'
4'
12'
12'-24'
8d NAILS @ 6" O.C.
UP TO 12'
7'
12'
12'-24'
8d NAILS @ 4" O.C.
UP TO 12'
5'
12'
12'-24'
8d NAILS @ 3" O.C.
UP TO 12'
4'
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
INTERIOR DOOR SHEATHING
7/16" OSB OR 7/16" OSB WITH
FOIL BACKER
(3) TUFF SHED HINGES
PER DOORIDOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
ODOUBLE DOOR ASSEMBLY HINGE ASSEMBLY
SIDE VIEW 3 FRONT VIEW
SCALE: N.T.S. SCALE: N.T.S.
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
QPTO'48" X-80-174" 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:
P.O. #
Drawn By: PK
Storage Buildings & Garages
Date: 8/15/16
Site Address:
TUFF SHED, MFG. FACILITIES
Checked By:
Date:
Building SIZe:WIDTH-LENGTH -HEIGHT -SQ.Fr. AREA
Scale: N.T.S.
ROOF SHEATHING
(7/16" OSB)
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6'-18`
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
8'__-__
_ 8'-2;V--8d-NA`ICS
@ 6" O.C.
8d NAIL$@ 4" O.C.
10,
10'-24'
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
12'
12'-24`
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
NOTES:
1. USE 2 3/8" x 0.113 GALVANIZED RING SHANK 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', *8' WIDE X 8'-12', *10' WIDE X 10'-15' LENGTH
BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE END WALL
OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY
SHEATHED WITH NO OPENINGS.
4. USE COMMON OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 6" O.C.
6. ON THESE BUILDINGS 6' X 10'-18' THE 3' DOOR IN THE END
WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON
ONE SIDE AND A V PANEL ON THE OTHER SIDE OF THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATI D ON
BOTH SIDES. I \
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. 5618
NO OPENINGS
ALONG THE WALL
* 6'
6-8'
8d NAILS @ 4" O.C.
J
* 6'
9'
8d NAILS @ 3" O.C.
6'
10'
8d NAILS @ 6" O.C.
6'
12'-16'
8d NAILS @ 4" O.C.
6'
18'-22'
8d NAILS @ 3" O.C.
8'
8'-14'
8d NAILS @ 6" O.C.
8'
16'-22'
8d NAILS @ 4" O.C.
'
8'
24'
8d NAILS @ 3" O.C.
10,
10'-18'
8d NAILS @ 6" O.C.
10,
20'-24'
8d NAILS @ 4" O.C.
12'
12'-22'
8d NAILS @ 6" O.C.
12'
24'
18d NAILS @ 4" O.C.
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL-
4" O.C.
8'
8'
18d NAILS @ 6" O.C.
8'
10'-14'
18d NAILS @ 4" O.C.
8'
16'-18,
8d NAILS 0 3" O.C.
8'
8'-10'
8d NAILS @ 4" O.C.
8'
12'-14'
8d NAILS @ 3" O.C.
*10'
10'-14'
8d NAILS 4" O.C.
*10,
15'
8d NAILS @ 3" O.C.
10'
1 10'-12'
18d NAILS 6" O.C.
10'
1 14'-18'
18d NAILS @ 4" O.C.
10'
1 20'-24'
18d NAILS Ccil 3" O.C.
5
�:• STATE OF
10' 1 12'-16' 18d NAILS 00 4" O.C.
10' 1 10' 18d NAILS 4" O.C.
10' 1 12'-14' 18d NAILS CcD. 3" O.C.
12' 1 16'-22'
12' 1 12'-14'
SEE NOTE 3
SEE NOTE 3
0' 6'
0' 6'
0' 6'
0' 8'
0' 8'
0' 8'
0' 10,
0' 10,
0' 12'
0' 12'
■MIN 2'-0" WALL SEGMENT
TITLE
DOOR DETAILS _-
NAILING R fE IEN
FBC, 5th EDITION (2014
155C
3'
2' RE: NOTE 6
3 ,,1,"_
""'_'SEE-N OTE°3"
SEE NOTE 3
3'
5'
3'
5'
3'
5'
4'
4'
4'
4'
3'
SEE NOTE 3
3'
SEE NOTE 3
3'
7'
3'
7'
3'
7'
4'
6'
4'
6'
4'
6'
6'
4'
6'
4'
4'
8'
4'
8'
4'
8'
6'
6'
6'
6'
8'
4'
DRAWING NO.
FL-PR-SR-TR-01
REV. LEVEL 01
SHEET 2
PAGE 2 OF 4
4�ij�s/OVAL
#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.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 1/4"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
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) [CC ER-4943P.
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
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.
STUD
3/8" NYLON
LOCK NUT
z BASEPLATE
FLOOR PLY
6" o
AIAI .
STEEL SH
BASE
4" CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
SCALE: N.T.S.
Order #.
U FTSHED - Customer:
-_
Storage Buildings & Garages Site Address:
TUFF SHED, MFG. FACILITIES
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'-14'
6
10,
16'-20'
8
10,
22'-24'
10
12'
12'-14'
6
12'
16'-18'
20'-22'1
t12'
II:
NOTES: Q0
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).
P.O. #
Drawn By: PK
Date: 8/15/16
Checked By:
�+
Bullding SIZe:WIDTH-LENGTH-HEIGHT-SD. FT. AREA Date:
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
BLOCK
TRIM
SIDING
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
Z 3/8" 0 x 4" CARRIAGE
BOLT AND LOCKNUT
CORNER STUD
U >_ FINISH
GRADE
1
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
R
C�
SIDING
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
6'-18'
4 ANCHORS
8'
8'-24'
4 ANCHORS f
110 NO
iIL11024yIr!
Wd &I-01ANCHORS
12'
12'-18'
4 ANCHORS
12'
20'-24'
6 ANCHORS
4-ANCHORS PROVIDE (1) AT EA.
TRIM 6-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
N END WALL
CORNER OF THE BUILDING AND
(1) AT CENTER OF EA. SIDE WALL.
ANCHOR BRACKET
TO BE FLUSH WITH
*0$G ER AN_C_F 0 E-JT0,f
EDGE OF TRIM
-SCAL�_N T.S.
UNHEATED SPACE
a
3" CLR. 1 1 '"
TYP. 1 10
8"
MIN.
ETE FOUNDATI
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 5618
-o
i
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-
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.
G5. 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
SLA 1/2" DIA X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
REIN ORCEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.
PER TES 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
IC NED SLAB DIAMETERS FROM EACH END OF EACH PIECE.
L
1 rill
'V
•E' /i
— - - -
76835
STATE OF
°C RIOP.:
TITLE I DRAWING NO.
FL-P R-S R-TR-01
DETAILS
REV. LEVEL 01
File k-09y
FBC, 5th.EDMGNf201-4)-- SHEET 3
155C
PAGE 3 OF 4
1
"010 N' M_ G'-
'11;11illn111It\\\``
`(0 3X4 20 PLATES
3'-0" 1 EACH SIDE N
ti
12
Q 4
00
O
00 6'-0"
LO
N
3X4 20 GA PLATES
1 EACH SIDE
5'-0" I SPAN
R
12
S`3 1/16" REACTIONS:
MAX. VERTICAL: 205 LBS.
Q4 MAX. UPLIFT: -190 LBS.
1 18.0°
00 10'-0"
N
3X4 20 GA PLATES
3X4 20 PLATES M 6'-0 1 EACH SIDE
in 1 EACH SIDE
M 4,_0„ 6,3 1
4 ` 1/ys„
2 1j2„ 1 z
12 �4
Q 4
0
3X6 20 GA
PLATES
8'-0" 00 1 EACH SIDE
LID
Ln N 6-0"
N
12'-0"
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
FBC, 5th EDITION (2014)
ANSI/TPI 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, 165 mph, Exposure C, D.O.L.=1.60
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: 255 LBS.
MAX. UPLIFT: -225 LBS.
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
N 12' SPAN
IQNS: REACTIONS:
ERTSGAAL: 510 LBS. MAX. VERTICAL: 630 LBS.
PLIFT'280'LBS. MAX. UPLIFT: -340 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.
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO
ICC-ES #ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
TUFF SHER.
Order #.
Customer:
P.O. #
Drawn By: PK
Storage Buildings & Garages
Date: 8/15/16
Site Address:
TUFF SHED, MFG. FACILITIES
Checked By:
Building Size:WIDTH -LENGTH -HEIGHT -SQ. Fr. AREA I
Date:
Scale: N.T.S.
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS -ARE -FORA
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 ,o
(303) 753-8833 EXT. 5618
"�" R ` "',//
No. 76835
S ATE OF .Q v
F. 0 R I
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
TITLE
DRAWING NO.
TRUSS DETAILS I
FL-PR-SR-TR-01
I REV. LEVEL 01 1
FBC, 5th EDITION (2014) SHEET 4
155C F
— PAGE F 4