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� 1
1. NOTES: BILDING CODE: UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG —'RECEIVED
-- FLORIDA BUILDING CODE, 6th.EDITION(2017.)-BUILDINGS ARE NOT PPTR, TR/TRD800
FOR HIGH -VELOCITY HURRICANE ZONES HVHZ ( 1-Cd?
2. DESIGN LOADING: ST. LUME COUNTY JAN 1 5 2019
WIND SPEED: v 165 BUILDING DIVISIO OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
uIt - REVIEWED LUMBER SIZE, TRUSS SPACING, PITCH ST. Lucie County, pejt}In9 TOE NAIL WITH (3)
va,d = 128
EXPOSURE: C FOR COMFIJ AND PLATE SIZE JWIDE
6d NAILS, (z) ONE
ROOF LIVE LOAD:20 PSF REVIEWED BY COLLAR TIE REQUIRED ONLY ATIDE, (1) OTHER
ROOF DEAD LOAD: 10 PSF DATE_ PLiNS NO PER tr 12' WIDE SHEDS, SEE TRUSS CALCULATIONSIDE
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NO 5; D��¢ $59Hael J D OR FLORIDA APPROVED OWENSRAFTER
IMPORTANCE FACTOR: (1):1_0 NO INSPECTION WILL BE MADE CORNING OAKRIDGE 30 YEAR
MAX
RISK CATEGORY) 4;t
SHINGLES - FL10674.1-R12
COMPONENT AND CLADDING: ROOF: 33 PSF (ZONE 1) -OR-
WIND PRESSURE (pso (ASD VALUES) 57 PSF (ZONE 2) FLORIDA APPROVED THOMPSON
(BASED ON 10 SQ FT) 84 PSF (ZONE°y -;7r." ARCHITECTURAL METALS CO. SIMPSON Ht OR UWALL: 39 PSF (ZONE 4) METAL ROOFING - FL5218.1-R2 FOR6'-148 PSF (ZONE 5) XSIMPSON H2.5A OR USINTERNAL WIND PRESSURE COEFFICIENT: ±0_18 11€5E PCANar A(�D (ilC AfibP CO w0i{(, SEE THE TRUSS FOR 1CONNECTION
(ENCLOSED BUILDING)MESUdd UMAN9 M ONG DETAIL-DETAIL4FLORIDA BUILDING APPROVAL NUMBERS- = WALL TOP 1. WINDOWS BYTAFCO CORP- FLORIDA BUILDING APPROVAL oREQUI9ED BYFfaIDlN6PECTi1RSTilATr F WALL FRAMING TO BE 2 x 4#FL20743.1. of ¢vlY(����SPF #2 OR BETTER @ 16" O.C.2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROV #F.L9;, 6_R4. CO1�. pu Vimim APFLICk.�4 F_ Ca>r5. i
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING IF BUILDING IS LOCATED
FL--106-7-4j. -M . SEE SHEET 3 FOR STEEL FLOOR WITH IN A FLOOD ZONE THEN
ANCHOR DETAIL OR FOUNDATION DETAIL FLOOD VENTS AND PRESSURE
4. ROF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - TREATED STUDS ARE REQUIRED
FLORIDA BUILDING APPROV L:2062'R3i = - ONE SQ INCH VENT TRUSS TO WALL
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - UP T0.12'-0" WIDE
IO - FOR EVERY ONE SQ FT 4 CONNECTION DETAIL
FLORIDA BUILDING APPROVAL #FL5218.1-R2.
6. INNOVATIONS MANUFACTURI��I1.G, INC. TRANSOM WINDOWS -
OF BUILDING N.TS.
FLORIDA BUILDINGAPPRCLVAL#FLT76677 O BUILDING SECTION
7. FLOOD SOLUTIONS, LLC FLOOD VENTS {FR Q D)- uuF
FLORIDA BUILDING APPROVAL #FL17588.1. DOUBLE TOP PLATE KING STUD CRIPPLE STUD
8. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHIN DOUBLE TOP PLATE (3) 2X6 SPF#2
FLORIDA BUILDING APPROVAL #FL16391.1-R1.
HEADER NAILING: CRIPPLES (IF REQ.) CRIPPLES (IF REQ.) 16d @ 12" O.0
HEADERS FOR
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER OPENINGS UP TO 4'-0"
-16d @ 16" STAGGERED FACE NAIL HEADERS FOR USE (2) 2x4 SPF #2
OPENINGS UP TO 3'-0" OPENINGS 4'-V TO V-6" HEADER ASSY
NAILING: USE (2) 2x4 SPF #2 USE (2) 2x6 SPF #2 KING STUDS (2)
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.
SHEATHING NAILING. KING STUD STAGGERED TRIMMER HEADERS FOR:
FLOOR DECKING TRIMMER TRIMMER STUD STUDS TRIMMER STUD
OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
MAX WALL HEIGHT FOR EACH SHED: BASE PLATE BASE PLATE - ON THE INSIDE KING STUDS OPENINGS 6'-1" TO 8'-0- USE (2) 2x6 SPF #2
PPTR - 8'-0 1/4" (961/4") KING STUD FLOOR DECKING 8d @ 12" O.C.
T p 4" 4" TRIMMER STUD REFER TO THE DOOR DETAIL (SHE T 2) FOR
UI REF t♦ AI ACHMGnT' FOR WINDOW OPENINGS UP TO 3'-0" FOR OPENINGS UP TO 8' 0" THE DOOR DESIGN c
FOR PEN UP TO 8' 0. qN
ARE THE RESPONSIBIIl1Y OF THEey �0
CONTRACTOR OF RECORD FORWINDOW WALLS
DETAIL 28 FOR SIDE WAR SETAIL 26 FOR ISISL D W DETAIL O END WALLSTAIL FOf$t, �"Cie
SLE: N.TS. C007tv
SN.TS. TS.
THESE DRAWINGS AND THE
TUFF SHED Order #.P.O. # DESIGN ARE THE PROPERTY TUFF SHED, INC. D Gj�7� / TITLE DRAWING NO.
OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT
Customec�'� Drawn By: PK `� N s F.�� �i� FL-PPTR-TR800-01
DRAWINGS ARE FORA BUILDING SECTIONS
Storage Buildings & Garages Date: 12/6/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. �* HEADER FRAMING DETAILS
TUFF SHED, MFG. FACILITIES Site Add e I AND BUILT BY TUFF SHED. @ _ ;* = REV. LEVEL 01
Checked By: ANY OTHER USE Is RWILLS TUFFSHED.COM = _
a FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET = _ FBC, 6th EDITION (2017) SHEET
GIN-HEIGHT-SG.Ff.MFA Building SIZe:wIG if Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210
/ 7t RECORD. (303) 753-8833 EXT. 96315 �9Q A TAT E OF
•r�@ �I,
1(�X IA Ili c�. Ir�'1r-/i�C7 Scale: N.T.S. �i..c •..-_ 0 R i o -; - �t�„ � � w 1 OF 4
SINGLE DOOR ASSEMBLY
TOP VIEW
SLIP: N.TS.
BOLT LATCH ON FIXED DOOR FOR
ATTACH (1) BOLT TCH AT THE TOP
D DOOR. ATTLT LATCH ACHEEACC BOLTBOTTOLATC FIXEH
ASSEMBLY WITH (4) #8 x 2-1/4' SQUARE
DRIVE WOOD SCREWS.
0
DOOR HANDLE AND STRIKE
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE #8x2-1/4"
SQUARE DRIVE WOOD SCREWS
ATTACH STRIKE PLATE WITH (3)
#8 x 2" SQUARE DRIVE WOOD
SCREWS.
DOUBLE DOOR ASSEMBLY
B TOP VIEW
SGIE: N.TS.
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
SCNE: N.TS.
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
MAX.
MARK
WALLS
END
SIDE
COMB.
MIN TOTAL
WALLS
END
SIDE
MAX.
MIN TOTAL
BEING
WALL
WALL
OPENING
COMBINED
BEING
ALL
WIDTH
WALL
COMB.
COMBINED
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE 2)
SHEAR WALL
USED
LENGTH
EDGE NAILING
OPENING
SHEAR WALL
NO OPENINGS ALONG THE WALL
- 6'
1 6'-16'
8d-NAILS @-6" O.C.
a
6'-18'
g
8'-22'
8d NAILS @ 6" O.C.
0'
8'-24'
10'
1 10'-24'
8d NAILS @ 6" O.C.
0'
19-24'
12'
I 12'-24'
8d NAILS @ 6" O.C.
U
12'-24'
• 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
16" OSB WITH
HINGE ATTACHMENT
(3) TUFF SHED HINGES
PER DOORIDOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8 x 2-1W SQUARE
DRIVE WOOD SCREW.
OHINGE 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 801/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
P.O.#
nee�`J 1� �QAnI VYi^f Drawn By. PK
Date: 1216/16
Checked 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'-2Z
8d NAILS @ 6" O.C.
8d NAILS @ 4' O.C.
19
19-24'
8d NAILS @ 6" O.C.
8,4 NAILS @ 4- O.C-
12'
12'-24'
8d NAILS @ 6" O.C.1
8d NAILS (C-D 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 GRATER THAN 8'-0"
3. " 6' WIDE X 6'-V 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 WI H
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
5. FIELD NAILING.FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6' X 10'-18' THE T DOOR IN T
WALL WILL NEEDTO BE OFFSET. THERE WILL BE A
ON ONE SIDE AND A 6" PANEL ON THE OTHER SIDE C
DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHE
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
NO OPENINGS ALONG THE WALL
6
6-8' 18d
NAILS @.6" O.C.
0'
&
6'
10'-12'
j 8d NAILS @ 4" O.C.
0'
6'
6'
14'-16'
8d NAILS @ 3" O.C.
0'
6'
8'
WAY
8d NAILS @ 6" O.C.
0'
8'
8'
12'-16'
8d NAILS @ 4" O.C.
0'
8'
8.
18'-2Z
8d NAILS @ 3" O.C.
0'
8'
10'
10'-12'
8d NAILS @ 6" O.C.
0'
10'
1D'
14'-20'
8d NAILS (ab 4" O.C.
0'
10,
10' 22'-24' 8d NAILS @ 3" O.C. 0' 10'
12' 16' 8d NAILS @ 6" O.C. 0' 12'
IZ 19-24' 8d NAILS @ 4" O.C. 0' 12'
• MIN 2'-4" RTN WALLS ON EACH END OF WALL- •MIN 2'4" WALL SEGMENT
A
(r-1112_1163
T
1 1 8' 1 18'-22' 18d NAILS @ 3" O.C. (BS) 1 4' 1 4' I
10' 20'-24' 8d NAILS 4" O.C. BS 4' 7'
10' 10'-12 Sd NAILS (aZ 4" O.C. 4' 6'
TITLE
DRAWING NO.
i
FL-PPTR-TR800-01
635 4
GENERAL NOTES
REV. LEVEL 01
* =
SHEET /�
L
'
AT t
FBC, 6th EDITION (2017)
OR
165C
PAGE 2 OF 4
#12-14 X 3" HEX HEAD
SELF -DRILLING SCREW
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC
I!-
#10 X 314" PAN --� I
HEAD SELF -DRILLING "®�
SCREWS (2 PER TAB)
I
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
&
BASE PLATE SCREW SPACING
WIDTH
SPACING
6'-12'
8" O.C.
(j)l TEE1:7.S EDETMW4
VSGLL N.TS �7
SIDING
3/8" CARRIAGE
BOLT (GRADE 2)
OTI7SWB
-OR-
OT24SWB
112" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2Z"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
i
i
STUD
1. STEEL SHED FOUNDATION:
600T125-054 -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) 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 @42"- 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 @ 9-17 O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0' O.C. MAXIMUM.
318" NYLON
LOCK NUT
Z}1 �BASEPLATE
FLOOR PLY
STEEL SI
BASE
4" CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
SC N.TS.
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
KWIK BOLT ANCHORS
(INTO CONCRETE
RE: DETAIL 3 SHEET 3
WIDTH
LENGTH JQTY
6•
6'-10'
1 6
6'
12'-16'
8
8'
8'-14'
6
8'
16-18'
8
8'
20'-22'
10
10,
10'-14'
6
10,
16-24'
8
12'
12'-16'
6
1 Z
18'-24'
8
(V Z
NOTES:
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
TRIM
SIDING
2X4X12" ATTACH BRACKET TO
BLOCK STUDS THRU HOLE IN
ANCHOR PLATE WITH
T 3/8"0 x 4" CARRIAGE
BOLT AND LOCKNUT
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. (1/2 THE CO
REMAINING ANCHORS ON EA LENGTH
SIDE EQUALLY SPACED).
CC
P.O. #
Drawn By: PK
Date: 12/6/16
Checked By:
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.
0
m
N } � END WALL
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
._ _PARTSIUMBERS:—__
OT3644BGMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
REPORT NO. RAD-3060
OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-OR-
OT24SWB - SIDEWALL 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 4,725 LBS
J
w
0
53
:A193101
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6
V-16'
4 ANCHORS
8'
8'-22'
4 ANCHORS
10'
10'-24'
6 ANCHORS
12'
1Z-24'
6ANCHORS
4-ANCNUKS NKUVIUt (1)AI tl'.
CORNER OF THE BUILDING.
6-ANCHORS PROVIDE (1) AT EA.
TRIM CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDE WALL.
Q� L ANCHOR BRACKET
lh� TO BE FLUSH WITH
-AUGER_A= DETAIL, DGE OF TRIM
aSG 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
UNHEATED SPACE
CONTINUOUS FOOTING NOTES
1.
TOP OF SLAB TO BE 6' MIN. ABOVE GRADE SLAB REINFORCEMENTSRALL '
ANCHOR BOLT &
BE W WF 6X6 W1.4xW1.4. LOCATE AT MID -DEPTH OF SLAB.
P.T. SILL PLATE
SLAB REINFORCEMENT SHALL BEFIBERMESH 150ORBLFNDED
PER NOTES BELOW
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 S�AND REINFORCING
#4CONTIN000S
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 12" BELOW GRADE.
4.
CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI.
5.
REINFORCING STEELA615, 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 S" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
9
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" 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
WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
REINF CEMENT
DIAMETERS FROM EACH END OF EACH PIECE. A MINIMUM OF BOLTS
I ` PERM ES BELOW
ARE REQUIRED PER SIDE OF THE BUILDING.
NOTE: FOR BUILDINGS WAND LONGER OR ANY BUILDING DESIGNED AS A
8" ATHI E ED SLAB 3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
IN. INSTALLATION INSTRUCTIONS.
TITLE I DRAWING NO.
FL-PPTR-TR800-01
76 DETAILS
REV. LEVEL 01
FBC, 6th EDITION (2017) SHEET
A of 'Q
P �(.
Q_ 10 '1 165C PAGE 3 OF 4
in 3X4 20 PLATES
3X4 20 GA PLA S
3'-0" 1 EACH SIDE
1 EACH SIDE
io
3:
5-0"
S 3
1
12
12
Q4
Q4
0
18.0°
6'_0"
to
10'-0"
N
�
N
3X4 20 PLATES
3X4 20 PLATES
M
CH SIDE
U� LEACH SIDE
6'-0"
_
cn 4,_0"
_
6L3 //16"
4?1/?"
12
12
�4
Q4
0
"
3X6 20 GA
PLATES
1 EACH SIDE
8'4 -0"
ao
N
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), 20121BC
ANSVTPI 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.
6' SPAN
REACTIONS:
MAX. VERTICAL: 180 LBS.
MAX. UPLIFT., -190 LBS.
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT. -225 LBS.
3X4 20 GA PLATES Qo
3'-0" 1 EACH SIDE o 5'-0"
3,? N
1gj16°
12
Qs
22.50 _ r22
6'-0" I
N /
3X4 20 GA PL
1 EACH SIDE
44,3
5
22.5°
8'-0"
10' SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -280 LBS.
N
3X4 20 GA PLATES
1 EACH SIDE
S•�
12
Qs
10'-0"
3X4 20 GA
PLATES
1 EACH SIDE
PLATES
1 EACH SIDE
12'-0"
12' SPAN
REACTIONS:
MAX. VERTICAL: 420 LBS.
MAX. UPLIFT: -340 LBS.
NOTE:
NOTE:
NOTE:
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
TRUSS MAY BE USED ON BUILDING LENGTHS
TRUSS MAY BE USED ON BUILDING LENGTHS
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 OTHEF
TENSION TIE IS PROVIDED.
TENSION TIE IS PROVIDED.
TENSION TIE,IS PROVIDED.
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.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
TUFF SHED Order #.'5�::,—)a (�P.O. # THESE DRAWINGS AND THE Z • TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SITED, INC. `� •� C {�' S�cC�S1,i
Customer o Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ` FL-PPTR-TR800-01
DRAWINGS ARE FOR A �. NO. TRUSS DETAILS
Storage Buildings & Garages Date: 1216/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. *i REV. LEVEL 01
"uildingSize,:w�,7m,l
AND BUILT BY TUFF SHED. — SHEET A
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE O 1777 S. HARRISON STREET % "o : _ FBC, 6th EDITION 2017 !+
FORBIDDEN BY BOTH TUFF i s TE o ( )
Date: 9
Si UNGT -KEIG-Mf'r.nnEw SHED AND THE ENGINEER OF DENVER, COLDRADO 80210 i p •,• a
t1( Scale: N.T.S. RECORD. (303) 753-8833 EXT. 96315 �i���F`pS�n°,_ ° �����' 165C PAGE 4 OF 4