HomeMy WebLinkAboutSHED PAPERWORKT
L-
Y
BUILDING CODE: UNINHABITED UTILITY SHED UP TO 124 WIDE x UP TO 24' LONG
FLORIDA BUILDING FOR H GH VELOCITYODEHURRICANEI ZONES (HVHZ) ILDINGS-ARE-NOT PPTR, TFVTRD800
DESIGN LOADING: lRol —Ce-n OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
WIND SPEED: v n = 165 ST. LUCfE COON LUMBER SIZE, TRUSS SPACING, PITCH
va,d = 128 BUILDING DIVISI
EXPOSURE: C
REVIEWE
ROOF LIVE LOAD:20 PSF
FOR COM A
ROOF DEAD LOAD: 10 PSF
REVIEWED BY
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NO
E" +
IMPORTANCE FACTOR: (1):1_0
P11BEKEPTONR
MUSTBEKEPT
RISKCATEGORY:I
B
NO NS 1
COMPONENT AND CLADDING: ROOF:
ILJOB A
5Si ILL BE MADE
WIND PRESSURE (psf) (ASD VALUES)
57 PSF (ZONE 2)
(BASED ON 10 SQ FT)
84 PSF (ZONE 3)
WALL:
39 PSF (ZONE 4)
48 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: ±0_18
(ENCLOSED BUILDING)
FLORIDA BUILDING APPROVAL NUMBERS-
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
#FL20743 1
2. LP SMAARTSIDE-St ING - FLORIDA BUILDING APPROVA #FlR ,L9.1, 90.6 FZ4.
3. SHINGLES BY OWENS CORNING -FLORIDA BUILDING APPROVAL
#FL10674.1-R12.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL FL17208 2=R3 - ,.
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL5218.1-R2.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D}
FLORIDA BUILDING APPROVAL #FL17588.1.
8.OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING
FLORIDA BUILDING APPROVAL #FL16391.1-R1. (j� II (��
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:
PPTR - W-0 114" (961/4")
TR/TRD800 - 7'-81/4" (921/4")
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
TUFF SHED storm(
Storage Buildings & Garages SSiuitee� AGdC�
TUFF SHED, MFG. FACILITIES aJJ
Building
Inv I(
AND PLATE SIZE
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
FLORIDA APPROVED OWENS
CORNING OAKRIDGE 30 YEAR
SHINGLES - FL10674.1-R12
-OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
rR' R Apt ��tt�� Pam
/����}, METAL ROOFING -FL5218.1-R2
rrIZU, TfLN�JY' mALI t'l3Nr{/ ED Viol ili:
ARE %1 ;10T7OMYCORRF,EC-fI0r!;
REOUICeOBYfI:LOINSPE+"fORSTWT 1
MAY °s"NECEai IN ORDER TO
COIANyviump1L%.?PL'�.' SCODv�."
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
tot I - UP TO 12'-0"WIDE
OBUILDING SECTION
SW£ N.TS.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 3'-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
� BASE PLATE
KING STUD
FOR WINDOW OPENINGS UP TO3'-0"
2 WINDOW HEADER DETAIL
FOR SIDE WALLS
S N.TS.
' r%N
P.O. #
Drawn By: PK
Date: 12/6/16
Checked By:
Date:
Scale: N.T.S.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
OPENINGS 4'-1"TO 6-6"
USE (2) 2x6 SPF #2
OPENINGS 6'-7" TO 8'-0"
USE (2) 2x8 SPF #2
KING STUD
TRIMMER
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO 8'-0"
ODOOR HEADER DETAIL
2B FOR SIDE WALLS
S : N.TS.
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.
SEE THE TRUSS
DETAIL - DETAIL 4
WALL FRAMING TO BE 2 x 4
SPF #2 OR BETTER @ 16" O.C.
SIMPSON H1 OR USP RT15
FOR 6'-10' WIDE
SIMPSON H2.5A OR USP RT7A
FOR 12' WIDE
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
(3) 2X6 SPF#2
16d @ 12" O.0
HEADER ASSY
KING STUDS (2)
16d @ 12" O.C.
STAGGERED
TRIMMER STUD
- ON THE INSIDE
8d @ 12" O.C.
TRIMMER STUD I \
EQ
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
WALL TOP PLATES
!AN 15 204
31. Lucie
®TRUSS TO WALL
CONNECTION DETAIL
S ' N.M
KING STUD
NNAIL WITH (3)
AILS, (2) ONE
SIDE, (1) OTHER
SIDE
M0111YI
TRIMMER HEADERS FOR: J LTRIMMER STUD
STUDS OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
KING STUDS OPENINGS W-1" TO 8'-0" USE (2) 2x6 SPF #2
REFER TO THE DOOR DETAIL (SHEET 2) FOR
UP TO 8'-0"
THE DOOR DESIGN
SCANNED
DETAIL
O HEADER DETAIL FOR BY
END WALLS
St. Lucie Count
N.TS.
(v7�
TITLE
DRAWING NO.
FL-PPTR-TR800-01
BUILDING SECTIONS
REV. LEVEL 01
835
*
HEADER FRAMING DETAILS
—
FBC, 6th EDITION (2017)
SHEET
0RI'pt
PAGE 1 OF 4
0 SINGLE DOOR ASSEMBLY
TOP VIEW
SC N.TS.
BOLT LATCH ON FIXED DOOR FOR
ATTACH (1) BOLT
�1IkEDLT LATCH
H AT THEEBO BOLT LATCH
TTCH AT THE TOP HE
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
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.
DOUBLE DOOR ASSEMBLY
B TOP VIEW
S N.Tb
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 WILLREST IN A
PRE -DRILLED HOLE IN THE
FLOOR DECKING.
DOORTHRESHOLD
2 DOUBLE DOOR ASSEMBLY
SIDE VIEW
SU E: N.TS
3/8 SMART SIDE NAILING REQUIREMENTS
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 NO OPENINGS ALONG THE WALL
6'
6'-16'
8d NAILS @ 6" O.C.
0'
6'-1IT
6'
6'-8'
8d NAILS @ 6" O.C.
0'
6'
8'
8d NAILS @ 6" O.C.
0'
8'-24'
6'
10'-12'
8d NAILS @ 4" O.C.
0'
6'
10'
10'-24'
8d NAILS @ 6" O.C.
0'
10'-24'
6'
14'-16'
8d NAILS @ 3" O.C.
0'
6'
12
1 12'-24'
8d NAILS @ 6" 0 c'
1 0'
12'-24'
8'
8'-10'
8d NAILS @ 6" O.C.
0'
8'
• MIN 2'-4" RTN WALLS ON EACH END OF WALL- -MIN 2'-4" WALL SEGMENT
8'
12'-16'
8d NAILS @ 4" O.C.
0'
8'
6'
6'-16'
8d NAILS CcD 6" O.C.
I UP TO 12'
1 5'
8'
18'-22'
8d NAILS @ 3" O.C.
0'
8'
6'
6'-16'
8d NAILS 4" O.C.
I UP TO 12'
1 4'
10,
10'-12'
8d NAILS @ 6" O.C.
0'
10,
8'
8'-24'
8d NAILS 6" O.C.
UP TO 12'
6'
10,
14'-20'
8d NAILS @ 4" O.C.
0'
10,
8'
8'-22'
8d NAILS 4" O.C.
UP TO 12'
4'
10'
22'-24'
8d NAILS @ 3" O.C.
0'
10,
10'
10'-24'
8d NAILS _ 6. O.C.
UP TO 12'
8'
12'
12'-16'
8d NAILS @ 6" O.C.
0'
12'
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
R DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
3 HINGE ASSEMBLY
FRONT VIEW
SGIE; N.TS.
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
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order#. �j qjgc P.O. #
Custome&oi-nI-71 czay- Drawn By: PK
Date: 1216/16
1,
By-
N.T.S.
ROOF SHEATHING
(7/16" OSB)
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6'-16'
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
8'
8'-22
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
10,
10'-24'
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
12'
1T-24'
8d NAILS @ 6- O.C.
8d NAILS @ 4- O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
TABLE NOTES:
1. NAILING IS FOR 3/8' SMARTSIDE PANEL OR 3/8"SMARTSIDE
WITH FOIL BACKER.
2. NO SINGLE OPENING GREATER THAN V-X
3. " 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED
DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MU:
BE FULLY SHEATHED. IN THE 3-SIDED DIAPHRAGM CASES (NO
THE OPENING DOES NOT HAVE A MIN. RETURN WALL
SIDE OF THE OPENING.
4. USE COMMON OR GALVANIZED BOX NAILS WITH A IV
LENGTH OF 2 1/2".
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6' X 10'-18' THE T DOOR IN THI
WALL WILL NEED TO BE OFF SET. THERE WILL BE A 29
ON ONE SIDE AND A 6" PANEL ON THE OTHER SIDE OF
DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEAI
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
1 1 12' 1 18'-24' 18d NAILS @ 4" O.C. 1 0' 1 12'
• MIN 2'-4" RTN WALLS ON EACH END OF WALL- • MIN 2'4" WALL SEGMENT
01,Ha111F9
1 1 8' 1 18'-2T 18d NAILS ((D 3" O.C. (BS) I 4' 1 4' 1
I 1 10' 1 20'-24' 18d NAILS (a 4" O.C. (BS1 1 4' 1 T I
I I 10' 1 18'-24' 18d NAILS (aD 3" O.C. (BS) 1 4' 1 6' 1
A OF
01 j0P
TITLE
GENERALNOTES
FBC, 6th EDITION (2017)
DRAWING NO.
FL-PPTR-TR800-01
IREV. LEVEL 01 I
SSHEET 2 I
165C
PAGE 2 OF 4
#12-14 X 3" HEX HEAD —
SELF -DRILLING SCREWS
T&G FLOOR DECKING.
2X6 STEEL
@ 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'-`IZ
8" O.C.
OSTEEL SHED BASE DETAIL
SW : N.TS
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OTI7SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2Z"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
1.
STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS_Gt40_ZINC_COATED
--
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054/TRACK:
600T125-054) [CC ER-4943P.
1 2.
3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
1
1 1
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
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.
STUD
318" NYLON
LOCK NUT
v l rBASEPLATE
FLOOR PLY
0
STEEL SI
BASE
4"CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
SU . N.TA
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
A
Address:
KWIK BOLT ANCHORS
(INTO CONCRETE
RE: DETAIL 3 SHEET 3
WIDTH
LENGTH
QTY
6'E
6
6'
8
8'
6
8'
8
8''
10
10''
6
10,'
8
12''
6
12''
8
NOTES: `"
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
TRIM AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES _
_SIDING — •—PART- NUMBERS:—
OT3644BGMP- 518" X 36" (36" IMBED) GALVANIZED AUGER
REPORT NO. RAD-3060
2X4X12"
ATTACH BRACKET TO
OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
BLOCK
HOLE IN REPORT NO. LO-FJ90129 A
ANCHOR PLATE WITH
-OR-
Z
3/8"0 x 4" CARRIAGE OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
g
BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B
STUDS WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 4,725 LBS
d
U >_ FINISH
ml~ GRADE
2. PROVIDE (1) ANCHOR AT EA. CORNER
OF THE BUILDING. THE REMAINING
U
ANCHORS EQUALLY SPACED ALONG THE
LENGTH OF THE BUILDING. (112 THE
h
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED).
�,
141�
P.O. #
Drawn By: PK
Date: 12/6/16
Checked By:
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.
J
J
3
w
g
co
0
ci
SIDING
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
6'-16'
4 ANCHORS
8'
8'-22'
4 ANCHORS
10,
10'-24'
6 ANCHORS
12'
12'-24'
6 ANCHORS
`—' TRIM
END WALL
<1
n
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAILEDGE OF TRIM
SW£ N.TS.
1
3" CLR.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
e
8"
MN
4-AINL,riVK6 NKVVIUt III AI Ll.
CORNER OF THE BUILDING.
6-ANCHORS PROVIDE (1) AT EA.
CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDEWALL.
UNHEATED SPACE
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6' MIN. ABOVE GRADE SLAB REINFORCEMENT SHALL
ANCHOR BOLT&
SEWWF6X6WlAxW1.4.LOCATE ATMID-DEPTHOFSLAB.
-OR-
P.T. SILL PLATE
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
PER NOTES BELOW
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE Wf MIN.1 POUND PER CUBIC YARD OF CONCRETE.
#4 CONTINUOUS
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
BEFORE POURING CONCRETE.
TOP &BOTTOM
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLE SOIL
CONCRETE FLOOR
BEARING PRESSURE IS 1000 PSF AT IT BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH. Tc=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.
n
6. SEISMIC DESIGN CATEGORY:A
A ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
12' DIA X B' LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST S'INTO THE
CONCRETE AND. SHALL BE SPACED NOT MORE THAN 4'OC.
SLAB
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
REINFORC ENT
WITH 1 BOLT LOCATED NOT MORE THAN I2'NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE. A MINIMUM OF 4 BOLTS
ERN T BELOW
ARE REQUIRED PER SIDE OF THE BUILDING.
NOTE: FOR BUILDINGS 16 AND LONGER OR ANY BUILDING DESIGNED AS A
HIC N SLAB
3-SIDED DIAPHRAGM. ADD SIMPSON SSTBI6 ANCHORS AND HDU2 HOLD
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
S
" 11 N¢.76835
S ATE OF
RL RIDP
TITLE I DRAWING NO.
DETAILS
FL-PPTR-TR800-01
IREV. LEVEL 01 1
FBC, 6th EDITION (2017)- I SHEET 3
165C
PAGE 3 OF 4
3X4 20 PLATES
� 5'-0"
I /6.
Lv,3,
2
4
/ e
/ 6'-0'
u1
N
I
3X4 20 PLATES
c`o
�n 1 EACH SIDE
m 4•-0"
>/2.
12
12
a4
f t 8, 0"
i6
N
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), 2012 IBC
ANSI/TPI 1-2014
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
PLATES ARE MANUFACTURED BY EAGLE METAL
PRODUCTS, ICC-ES #ESR-1082.
N
is
N
6'-0.
U SPAN
REACTIONS:
MAX. VERTICAL: 180 LBS.
MAX. UPLIFT: -190 LBS.
3X4 20 GA PLATES
1-EACH-SIDE
-
iD
6,31116
N
12
Q4
8.0"
10'-0"
CD
3X4 20 GA PLATES
N
1 EACH SIDE
'_3 1 /1/6"
`o
12
r
Q4
3X6 20 GA
PLATES
1 EACH SIDE
I
6'-0'
12'-0"
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
AM
N
8• SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT: -225 LBS.
3X4 20 GA PLATES
3• 1 EACH SIDE
3:?
is/16q
12
�5
6'-0"
3X4 20 GA PLATES
1 EACH SIDE
4'-0" 12
12 76116q
�5
22.5"
[Zfl
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10' SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -280 LBS.
W
0
K
N
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 16FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
5'-0.
22.5"
3X4 20 GA PLATES
—JI 1 EACH SIDE
I '5
16116
_ 12
�5
10'-0"
3X4 20 GA
PLATES
1 EACH SIDE
6_6,
12' SPAN
REACTIONS:
MAX. VERTICAL: 420 LBS.
MAX. UPLIFT: -340 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHEI
TENSION TIE IS PROVIDED.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
Order #. aC�L ( P.O. # THESE DRAWINGS AND THE `��� X 'f( �/
TUFF 5 }{ E D DESIGN ARE THE PROPERTY TUFF SHED, INC. N SF.�S / TITLE DRAWING NO.
Custome4y+Ae\1 111, L-P.V Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PPTR-TR800-01
DRAWINGSAREFORA No. TRUSS DETAILS
Storage Buildings & Garages Date: 12/6/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. -*; *- REV. LEVEL 01
S to Add ss: AND BUILT BY TUFF SHED.
TUFF SHED, MFG. FACILITIES $Gq �'� Checked By: ANY OTHER USE IS 1 SHEET
•lding FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET A' ATE p �t FBC, 6th EDITION (2017)
_ _ Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 i90 ,c
1w().l1lD I(�IAltGlllll xi�11- Scale: N.T.S. RECORD. (303)753-8833 EXT. 96315 //i4/PFSSa/IG��� 165C PAGE 4 OF