HomeMy WebLinkAboutSHED PAPERWORKNOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION
2. DESIGN LOADING:
-WIND SPEED (T1609.3.1): V i,= 145
UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
SR600, TR700, PR
Vag = 112
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)
IMPORTANCE FACTOR: (Iw): 1_0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF:
+16 PSF 1-28 PSF
(ZONE 1)
WIND PRESSURE (psf) (ASD VALUES)
+16 PSF 1-47 PSF
(ZONE 2)
F
(BASED ON 10 SQ FT)
+16 PSF /-70 PSF
(ZONE 3)
WALL:
+28 PSF 1-30 PSF
(ZONE 4)
g
W
+28 PSF /-37 PSF
(ZONE 5)
a
INTERNAL WIND PRESSURE COEFFICIENT:
+0.18 / -0.18
m
(ENCLOSED BUILDING)
FLORIDA BUILDING APPROVAL NUMBERS-
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
#FL20743.1-R1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R5.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#FL10674.1-R13.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.1-R4.
5. GULF COAST SLIPPY AND MANUFACTURING METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL11651-R3.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1-R1.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D}
FLORIDA BUILDING APPROVAL #FL17588.1-R1.
B. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING -
FLORIDA BUILDING APPROVAL #FL16391.1-R2.
9. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL
#FL22202.1-R3, #FL22202.2-R3, #FL22202.3-R3, #FL22202.4-R3.
10. HDU HOLDOWNS BY SIMPSON STRONG -TIE -
FLORIDA BUILDING APPROVAL #FL10441.4-R5.
11. SSTB ANCHOR BOLTS BY SIMPSON STRONG -TIE -
FLORIDA BUILDING APPROVAL #FL13628.2-R4.
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
I-
REFER-TG-T+iE-TRUSS-DESIGN-FOR DEC-2-0-2018
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE (1) SIMPSON H2.5ATIE PER BEARING, ST. Lucie County, permitting OE NAIL WITH (3)
(2) TOTAL PER TRUSS, INSTALLED 6d NAILS, (2) ONE
- COLLAR TIE REQUIRED ONLY AT PER MANUFACTURER SIDE, (1) OTHER
12' WIDE SHEDS SIDE
12 FLORIDA APPROVED OWENS RAFTER TRUSS
IDGE 30 YEAR TOE NAIL
BLOCKING
six
10674.1-R13 TO TOP
PLATE
OVED GULF COAST SUPPLY
TURING METAL ROOFING -
}
WALL FRAMING TO BE 2x4 SPF #2 OR
BETTER @ 16" O.C.
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12' WIDE
OBUILDING SECTION',_
SCALE: MT.&
WALL SHEATHING NAILING -
REFER TO SHEET 2 FOR WALL SHEATHING NAILIt,JG
ROOF SHEATHING NAILING-
1. USE 0.113"0 X 23/" HOT DIPPED GALVANIZED RING SHANK NAILS
2. NAILING: EDGE - @ 4" O.C.
FIELD - @ 8" O.C.
HEADER NAILING-
1. HEADER TO STUD - (4) 16d END NAIL
2. DOUBLE HEADER -16d @ 16" O.C. STAGGERED FACE NAIL
MAX WALL HEIGHT FOR EACH SHED:
SR600 - 5'-8 1/4" (68 1/4").
TR700 - 6'-8 1 /4" (80 1/4")
PR - 6'4 1/2" (76 1/2")
Order#.
Customer.
P.O. #
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
Drawn By: PK
Date: 8/15/16
Site Address:
Checked By:
Date:
Building Size:wmrn-�- ��-SO FTARFA
Scale: N.T.S.
BOUNDARY NAILING @ BLOCKING
SEE THE TRUSS
CONNECTION
DETAIL - DETAIL 2
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED -
MINIMUM (2) VENTS, (1) EACH ON
OPPOSITE WALLS - ONE SQ INCH
VENT FOR EVERY ONE SQ FT
OF BUILDING
TUFF SHED, INC.
ENGINEERING DEPARTMENT
COLIN SWAYSLAND, P.E.
W AYSLAND @TUFFSHED.CC
1777 S. HARRISON STREET
DEN VER, COLORADO 80210
(303) 753-8833 EXT. 96317
WALL TOP PLATES
SIDING
STUDS
RECEIVED
O2 TRUSS TO WALL
CONNECTION DETAIL DEC 2 8 2018
SW NT.S
ST. Lucie County, Permitting
ROOF SHEATHING (7/16" OSB)
FBC 2304.8.2
ASPHALTIC SHINGLES
FBC 1507.2 OR METAL
ROOF FBC 1507.4 FOR
4:12 ROOF SLOPE
ALL FASTENERS FBC 1507
DRIP EDGE ST.LUCIE-C
PER FBC 1507.2.9.3 REVIENVED
iL- REFERENCE NAILING NimS
ROOF ASSEMBLYO r"o
,(3)`� DETAIL
>�!A Ys;%, 6G N.T.s
G E F: So ••- ✓!)': TITLE
* : No. 85802
A . - STATE OFAMM-
SCANNED
BY
St. Lucie County
ROOF UNDERLAYMENT
FBC 1507.1.1
FOR 4:12 ROOF SLOPE
EDGESUPPORTED
WMb DE
BUILDING SECTIONS
HEADER
FBC, 6th EDITION (2017)
145C
DRAWING NO.
�AFFLf-PR-SR-TR-01
E
SHEET
PAGE 1 OF 4
SHEAR WALL NAILING NOTES:
1. USE 0.113'YD X 23/" HOT DII
2. NAILING: EDGE - @ 3" O.C.
GALVANIZED RING SHANK NAILS
FOIL BACKER.
4. NO SINGLE OPENING GREATER THAN 8'-0".
, 5. 6' WIDE X 6'-9' LONG, 8' WIDE X 8'-12' LONG, AND 10' WIDE X 10' -15'
LONG BUILDINGS ARE BASED ON A 3-SIDED DIAPHRAGM. THE END
WALL OPPOSITE OF THE END WALL WITH OPENINGS MUST BE
FULLY SHEATHED WITH NO OPENINGS.
6. THE DOOR END WALL SHALL SHEATHED ON BOTH SIDES WITH
MINIMUM 318" SMARTSIDE FOR 10' WIDE X 16' - 20' LONG BUILDINGS
AND ALL 12' WIDE BUILDINGS.
7. ALL OTHER SIZES NOT LISTEDINNOTES 5 AND 6-WILL HAVE
TYPICAL NAILING AS DESCRIBED IN NOTE 2.
12
Q 4
-:
.0
2
ALL DOORS/WINOOWS
.?LOCATED IN THIS ARE
z
X
W
W
t0
3'-0" 1 6-0" 3'-0"
MIN I MAX F MIN
MAX. 12'-0"
WALL A ELEVATION
SCALE: 3/16' =1'-0'
o
F-
- 2
NO OPENINGS ALLOWED
IN THIS WALL PER NOTE 5 ABOVE
X
LU
MAXING
Q
� =
T
ALLOWED
OPENING ALLOWED IN THIS WALL
THISWINDOWWA
X J
FOR ALL IT WIDE BUILDINGS
I MAX.12'-0 )
WALL C ELEVATION
SCALE W16' = 1'-0'
STANDARD SIZING
WIDTH
LENGTH
WALL A
—0EENING_
6'
6'- 9'
4'
8'
8' -12'
6'
10,
10'- 15'
6'
10,
16' - 20'
4'
12'
20' - 24'
6'
WALL B ELEVATION
SCALE 3/16' = T-0'
ALL DOORSIWINDOWS LOCATED IN
THIS AREA
MIN I I MIN
MAX. 24'-0"
WALL D ELEVATION
SCALE 3/16' = V-0•
FLOOD VENT (AS REQ'D),
MIN OF (2) VENTS, (1) EACH ON
OPPOSITE WALLS, TOTAL VENT
OPENING AREA (SQ. IN.) SHALL
EXCEED SHED AREA (SQ. FT.),
INSTALL ADDITIONAL VENTS
AS REQ'D
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
BELOW
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
KING STUD
FOR WINDOW OPENINGS UP TO 4'-0"
WINDOW HEADER DETAIL
FOR SIDE WALLS
SW xT.&
IMIMMI o OTI In
REFER TO FLORIDA BUILDING APPROVALS FOR
DOOR DESIGN
OHEADER DETAIL FOR
END WALLS
S N ' N.TB
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 79" ON SINGLE HUNG DOORS AND 72 1/4" x 79" ON
DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
DOUBLE TOP PLATE
HEADERS,
SEE TABLE BELOW
KING STUD
(1) TRIMMER FOR
OPENINGS UP TO V-0"
(2) TRIMMERS FOR
OPENINGS 6'-l" TO 8'-0"
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO 8'-0"
2 DOOR HEADER DETAIL
FOR SIDE WALLS
SGIE: N.T.S.
2x4 TOP
PLATE
®HEIGHT LIMITATION
ALTERNATIVE HEADER
SG WT.S
DOORMINDOW HEADER SCHEDULE
WALLS A AND C END WALLS
OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
WALLS B AND D (SIDEWALLS)
OPENINGS UP TO 4'-0- USE (2) 2x4 SPF #2
OPENINGS 4'-l" TO 6'-0- USE (2) 2x6 SPF #2 -OR-
HEIGHT LIMITATION ALTERNATIVE - SEE DETAIL
OPENINGS W-1"TO 8'-0" USE (2) 2x8 SPF #2
NOTE TO BUILDING OFFICIALS
THESE DRAWINGS ARE DESIGNED FOR VARIABLE DOOR AND WINDOW PLACEMENT AS
INDICATED BY SHADED AREAS ON ELEVATIONS. MINIMUM SHEAR RETURN WALLS
INDICATED ON ELEVATIONS.
TUFF SHED Order #. P.O. # THESE DRAWINGS AND THE SINA TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. ;���v��\••••••••• S`� �i�
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT C : �C E 1d SE . 9�® FL-PR-SR-TR-01
DRAWINGS ARE FOR A
DOOR DETAILS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED COLIN SWAYSLAND, P.E. * N0. 85802 NAILING REQUIREMENTS REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED.
TUFF SHED, MFG. FACILITIES CSWAYSLAND@TUFFSHED.CO = ���`
Checked By: ANY OTHER USE IS - _
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET = (!�!}�^'� FBC, 6th EDITI0V7 2
Building Size:wm N-cm- acN -sa T."NEA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 �i STATE OF 3l
Scale: N.T.S. RECORD. (303) 753-8833 EXT. 96317 O
0RIQ,
� •. F� P• �� 145C PAGE 2 OF 4
�, •. .
#12-14 X 3" HEX HEAD —
SELF -DRILLING SCREWS
3/4" APA OR TECO RAI
T&G-FLOOR DECKING:
2X6 STEEL JOISTS
(a.) 24" OC
910 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
SCu c. N.T.S.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL304
EMBEDMENT DEPTH = 2 1/2"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
z
V
i
i
1. STEEL SHED FOUNDATION:
600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
(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 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 CONDITION1.
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
r- BASEPLATE
KWIK BOLT ANCHORS
(INTO CONCRETE
RE: DETAIL 3 SHEET 3
WIDTH
LENGTH
QTY
6'
6'-9'
6
8'
8'-12'
6
10,
10'-15'
8
,
16'-20'
10
'
�71'u2
12'-18'
10'
20'-24'
12
FLOOR PLY NOTES:
1. ANCHORS TO BE KWIK BOLT TZ,
304 SS.
2. PROVIDE (1) ANCHOR AT EACH
CORNER. EQUALLY SPACE HALF
o OF THE REMAINING ANCHORS AT
EACH OF THE SIDEWALLS:
STEEL SI
BASE
4" CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
Sf -NTS.
?6UALLY SPACED AT WALL B
Y OF THE REMAINING ANCHORS
EQUALLY SPACED AT WALL D
3. PROVIDE (1) ANCHOR AT END
WALL MID SPAN FOR ALL 12' WIDE
END WALLS.
-V TRIM
2X4X2' SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
BLOCK PART NUMBERS:
ATTACH BRACKET TO OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
STUD THRU HOLE IN- -—OT-17SWB-.SIDEWALLBRACKET FOR USE WITH THRU_ BOLTS
r
ANCHOR PLATE WITH MIN. REPORT NO. LO-FJ90129-A
z 3/8"0 x 6 1/2" CARRIAGE -OR-
BOLT AND LOCKNUT OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
411 (3) STUD CORNER REPORT NO. LO-FJ90129-B
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
0
c0
AUGER ANCHOR NOTES
1. PROVIDE (1) AUGER ANCHOR AT
EACH CORNER FOR A TOTAL OF
(4) AUGER ANCHORS.
2. PROVIDE (1) ADDITIONAL AUGER
ANCHOR AT SIDEWALL MIDSPAN
FOR ALL SIDEWALLS 20' OR
SIDING LONGER
TRIM
Ll
END WALL
LANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL
S : KT.S.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
d 1 3/4' TOP & BOTTOM
U 11.
FINISH CONCRETE FLOOR
m GRADE
' SLAB
REINFORCEMENT
a 3" CLR. PER NOTES BELOW
U TYP.
r1 8,
THICKENED SLAB
MIN.
(4 CONCRETE FOUNDATION DETAIL
��JJ SULE: N.T.i
�1
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 48 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 12" LONG SIMPSON TITEN HD ANCHOR WITH BEARING
PLATES OR OVERSIZED WASHERS.
B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST T INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN V 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 4" FROM
EACH END OF EACH PIECE.
TUFF 5 H E D Ofder #. P.O. # THESE DRAWINGS AND THE �j�I.. is TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. \��� \�• 14' ����
Customer: Drawn By: PK OF TUFF SHED. INC. THESE ENGINEERING DEPARTMENT VO:: ��C L N SE tO FL-PR-SR-TR-01
DRAWINGS ARE FOR A DETAILS
Storage Buildings & Garages Date: 8/15116 BUILDING TO BE SUPPLIED COLIN SWAYSLAND, P.E. , * ND. 858021 REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED.
TUFF SHED, MFG. FACILITIES CSWr,YSLAARRISON T E ET
Checked By: ANY OTHER USE IS _ ^l,�
FORBIDDEN BY BOTH TUFF 1T77 S. HARRISON STREET STATE OF ° ��� - FBC,'i'�I 117) SHEET
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 �O'•• ,•' L�
BUIIdIDg SIZe:vnmN-u:NmN-Neicxr-so. FCAnFa Scale: N.T.S. ��. Dom•.,, L �...+.':.. .� ` 145C PAGE 3 OF 4
RECORD (303) 753-8833 EXT. 96317 F �� •' C%
MIN (2) 2X STUDS.
USE (3) 2X STUDS
AT END WACC- —
A
SDS1/4X3
SCREWS
HEX NUT
HDU HOLDOWN
TREATED
SILL PLATE
SSTB ANCHOR
FOUNDATION
° 3X4 20 PLATES
3'_0„ i �1 EACH SIDE
12
Q4
t f
e i
aA N
d
3X4 20 PLATES
°' e' 4'-0" 1 EACH SIDE
a
. r: j Q12
SSTB & HDU INSTALLATION
HOLDOWN NOTES:
1. HOLDOWNS SHALL BE PROVIDED AT ALL WALL END
STUDS FOR A TOTAL OF (8) HOLDOWNS.
2. (1) ADDITIONAL HOLDOWN SHALL BE PROVIDED AT
THE OPENING END OF EVERY SHEAR RETURN WALL
PANEL.
3. HOLDOWNS AND ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
4. HOLDOWNS SHALL BE RE -TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING PER FBC.
6' SPAN
3X4 20 GA PLATES REACTIONS:
N 1 EACH SIDE MAX. VERTICAL: 180 LBS.
z 5 0" S- 11<16„ - ___ _ MAX. UPLIFT: _180 LBS. -
-- � —
12 8' SPAN
Q 4 REACTIONS:
MAX. VERTICAL: 240 LBS.
18.00 MAX. UPLIFT: -240 LBS.
' 10' SPAN
OD 10'-0" REACTIONS:
—N- I MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -300 LBS.
3X4 20 GA PLATES 12' SPAN
M )Z1 EACH SIDE REACTIONS:
6'-0"
6 3 1 j, 6" MAX. UPLIFT: LBS.
S
\� n� 3X6 20 GA
fT PLATES
8'-0'
N
N
MMER STUD
ON HTS20
ED W/ 10d
S AND #10
DRILLING
SCREWS
OSHEAR RETURN WALL END
STUD CONNECTION DETAIL
SCNE: M.T.&
HOLDOWNS
END
STUDS
SHEAR RETURN WALL
ANCHORS
WIDTH
LENGTH
WALL A, C
WALL B, D
6'
6'-9'
HDU2
—
HDU2
SSTB16
8'
8'- 12'
HDU2
—
HDU2
SSTB16
10'
10' -15'
HDU2
—
HDU2
SSTB16
10,
16'-20'
HDU2
HDU2
HDU2
SSTB16
12'
12'-24'
HDU4
HDU4
HDU2
SSTB16
TRI
(2) SIMPS
INSTALL
NAILS
8
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
8524 EAST COLONIAL DRIVE
1(/1/71�1f\'1\11 ORLANDO, FL 32817
(888)788-TUFF
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: 8/15/16
Checked By:
Date:
Building Size:wmw.LENGTH.M IGM -Ma .�
Scale: N.T.S.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
COLIN SWAYSLAND, P.E.
1777 S. HARRISON STREET
DF,NVER, COLORADO 80210
(303) 753-8833 EXT. 96317ORI
12
Q4
1 EACH SIDE
N
6'_Q^
12'-0"
KING STUD
BASE PLATE NOTE:
WHEN CONSTRUCTED ON
A STEEL SHED BASE, (2)
�§
SIMPSON HTS20 STRAPS
SHALL BE PROVIDED AT
"
THEOPENING END OF ALL
SHEAR RETURN WALL
PANELS
STIFFENER
� FLOOR DECKING
EDGE OF SIDING
STEEL SHED BASE
,aunnnrun.
* : No. 85802 1
,p�.• STATE OF
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
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.
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)
ANSIffPI 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, 145 mph, Exposure C, D.O.L. 1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
[CC -ES #ESR-1082.
TITLE
TRUSS DETAILS
DRAWING NO.
FL-PR-SR-TR-01
I REV. LEVEL 01 I
r I FBC, 6th EDITIONy(2017) SHEET
FflleC®$"y, PAGE 4 OF 4