HomeMy WebLinkAboutProduct Approval r
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190 BUOLDER' HELPER
�_:;,TUFF SHE
cusumerName* l�A�r� �' �� I<Acrl
swim conafante. zq u
700
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EEE
Trim Viai8'9e,
p ,sG t Etc 1 �17��4rlrt .4R7Zk
JAP Location-
Shingle: E,27J
a BHEAuvas Dripfitent Color. r
Customer or responsible individual will be at site at time of delivery?....................................................................... ... a iD
Is site clean and level?(customer understands a leveling fee may apply if site is more than 4"out of level.)..........................................li 1Q
is there 24"clearance around all 4 sides of the building?.......................................................................................
Is there clear access to the building site?...................................................................................................... ifs 114
Is there a 110-volt/20 AMP power outlet within 100'?------------------------------------------------------------------------------------------------- --VE No
Customer understands building permits;fees and all related cost of site readiness are customer's responsibility?-...- ES fdO
Customer has been presented the"What to Expect'document?................................................................................ ..YE NO
Customer understands that changes,cancellations or postponement will result in restocking/rescheduling fee?.....- �
Isthis a NO FLOOR option?.............................................................................................................................................'ES �[
Does the Customer plan to insulatethisbuilding?.......................................................................................................... 0
Now close to the build site can we pant our vehicle?......................................................................................................
Special Instructions-.
4 G14STfl1VlER 1l�FIiIlif�.:
619nattare• Dates U/�
v. ,.... ..�._ ;.,;. ,. .... .
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Tuff Shed, Inc. Customer Name:
State of Florida License#CBC1253646 Address:
Product Approval Cover Sheet Permit#
As required by Florida Statue 553.842 and Florida Administrative Code 913-72m, Please provide the Information an approval numbers for the
building components listed below If they will be utilized on the building or structure. Florida approved products are listed on line'at
www.floridabullding.org or can be obtained from the local product supplier.
All Products listed are per Florida Building Code 6th Edition (2017)
Standard Shed Mat®rials._
X
Product Type Martufacturer. Model#/ .> FL:product HVHZ
Siding (Panel) LP Corp Panel FL9190.6-R5 YES
Siding (Lap) James L Hardie Lap FL10477.1-R6 YES
Window-Single Croft LLC Series 96 FL15585.1-R5 NO
Window-Sliding Tefco Corp Series 82000 FL20743.1-R1 NO
Fixed Transom Innovations•lnc, Transom FL17667 NO
Roof underlayment Woodland Industries 151b Felt FL17206.1-R4 YES
Asphalt Shingles Owens Corning Oakridge FL10674.1-R13 NO
Door(Double) Tuff Shed, Inc. Premier- Double Door FL22202.1-R1 YES
Door(Single) Tuff Shed, Inc. Premier-Single Door FL22202.2-R1 YES
Door(Double) Tuff Shed, Inc. Sundance- Double Door FL22202.3-R1 YES
Door(Single) Tuff Shed, Inc. Sundance- Single Door FL22202.4-R1 YES
Custom-M
aterials Used.
Steel Door-Inswing JELD-WEN 6 panel/3068/.Inswing FL11136.1-R7 YES
Steel Door-Outswing JELD-WEN 6 panel/3068/Outswing FL11136.2-R7 YES
Full lite Door JELD-WEN 3068 FL17454.1 R1 NO
Full lite Door JELD-WEN 6068
9 lite Door JELD-WEN 3068
Metal Roofing Thompson Arch Metal Company 5V Crimp FL5218.2-R2 NO
Metal Roofing Thompson Arch Metal Company TM Rib FL5218.1-R2 NO
Flood Vents Flood Solutions LLC Foundation FL17588 NO
1..°BULDINGCODE: UNINHABITED UTILITY BARN SHED UP TO12'WIDE x UP TO 24'LONG
FLORIDA BUILDING CODE,6th EDITION(2017) PPTB,T13700,TB800
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES(HVHZ) 12 COLLAR TIE REQUIRED ONLY AT
2.DESIGN LOADING: 12'WIDE SHEDS,SEE TRUSS CALCULATIONS Tlte-Os
WIND SPEED(T7609.3.1):V„D= 155 5 REFER TO THE TRUSS SHEATHING
Vm' 120 (6-8'WIDE
OR7l1S'O5B
EXPOSURE C DESIGN FOR LUMBER SHEATING WITH
ROOF LIVE LOAD: 20 PSF 29 SIZE,PLATE SIZE,AND FOILBACIUNG
ROOF DEAD LOAD: 10 PSF TRUSSSPACING
4CH
SLATEON HB
FLOOR LNE LOAD: MIN.50 PSF(SEE NOTE 5,DETAIL 1,SHEET 3) FLORIDA APPROVED OWENS aorroMPLATE ON INSIDE
IMPORTANCE FACTOR(b): 1_0 OPTIONALATTIC CORNING OAKRIDGE 30 YEAR AT EACH RAFTER
RISK CATEGORY: I SHINGLES-FL10674.1-R72 TB700-USE(2)21UCOMPONENT AND CLADDING: ROOF:29 PSF(ZONE 11 -QR. TOP PLATES
WIND PRESSURE(ps1)(Aso VALUES) 50 PSF(ZONE 2) ATTIC JOIST-2X6 FLORIDA APPROVED THOMPSON TBS006 PPTB-USE 2x4
(BASED ON 10 S°FT) 74 PSF(ZONE 3) c ATTIC JOIST-2X8 ARCHITECTURAL METALS CO. AND 2xBTOPPLATES
WALL: 34 PSF(ZONE 4) ATTIC JOIST-2X10 METAL ROOFING-FL5218.1-R2 ASSHOWN
42 PSF(ZONE 5) OAD:30 PSF
SEETHE IONDTA WALL
INTERNAL WIND PRESSURE COEFFICIENT: 10.18 ALTERNATE CONNECTION OETAILS-
(ENCLOSEDBUILDING) = DETAIL OETAIL20R5 WALL TOP WALL FRAMING TO BE 2X4 -TOP PLATESARFLORIDA BUILDING APPROVAL NUMBERS— q SPF#2 OR BETTER Q IS-OC. NAILED TOGETHER1.WINDOWS BYTAFCO CORP- FLORIDA BUILDING APPROVAL fu IF BUILDING IS LOCATED ARE To 6E DRNE#FL20743.1. ' SEE SHEET 3 FOR THE STEEL FLOOR IN A FLOOD ZONE THEN ANANGL61
.2.LP SMARTS FLOOD FLORIDA BUILDING APPROVAL#FL9190.6_R4. WITH ANCHOR DETAIL OR FLOOD VENTSANDPRESSURE BTAGGEREDATtr O.C.
3.SHINGLES BY OWENS CORNING-FLORIDA BUILDING APPROVAL FOUNDATION DETAIL TREATED STUDS ARE REQUIRED
#FL10674.1-R12. -ONE SQ INCH VENT O TRUSS TO WALL
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- FOREVERYONESOFT 2 CONNECTION DETAIL
FLORIDA BUILDING APPROVAL#FL172062-R3. I OF BUILDING
S.
THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING• UP TO 1Y-0'WIDE „".•*+
FLORIDA BUILDING APPROVAL#FL5218.1-R2.
6.INNOVATIONS MANUFACTURING,INC,TRANSOM WINDOWS- 1 BUILDING SECTION 711e'ose
SHEATHI
FLORIDA BUILDING APPROVAL#FL17667.1. °�"�•" - NG mrosa
WITH
7.FLOOD SOLUTIONS,LLC FLOOD VENTS(IF REQ'D} SR oR 7116' 8
FLORIDA BUILDING APPROVAL#FL17588.1. DOUBLE TOP PLATE FOILBACIDNO
B.OX PAPERBOARD MICHIGAN,LLC THERMO-PLY SHEATHING- tl2'PLYWOOD SPACER RAFTER SIMPSON He
FLORIDA BUILDING APPROVAL#FL16391.1-R7. DOUBLE TOP PLATE CRIPPLES(IF RED.) PLATEONINSIDE
HEADER NAILING: 12°PLYWOOD SPACER HEADERS FOR AT EACH RAFTER
OPENINGS UP TO 4'4° TB7Do-USE(2)2YA
CRIPPLES(IF REQ.) USE((2 2x6 SPF#2 7oPPLATEs
HEADER TO STUD-416d END OPENI�CIS 4'-1'"f0 E-0'
HEADERS FOR TB5006 PPTB-USE 2x4
NAIL DOUBLED HEADER OPENINGS T03'-0° USE"((22x85PF#2 AND 2xe TOP PLATES
-16d @ 16'STAGGERED FACE NAIL OPENI�GS 6'-1°TO 1-0° AS SHOWN
USE(2)2x4 SPF#2 USEOPE GE To(2I 2z10 SPF#2_
NAILING: 2x4 WINDOW SILL USE(2)2x12 SPF 92 . TRIMMER
REFER TO SHEET 2 FOR WALL AND TRIMMERS KINGSTUD ADER S FOR WALL TOP PLATES
ROOF SHEATHING NAILING. FLOORDECKING TRIMMER OPE(NGS UP TO&-O'USE(2)2. P 2 NMLEDTOGETHER.BASEPLATE NNLs
MAX WALL HEIGHT FOR BABE PLATE OPENING66'-1'TO B'-G'U E(2) SP t72 ARE Be oRNEN IN Ar
EACH SHED: KING STUD FLOOR DECKING ANANGLF REFER TO THE RD IL sTAGGEREDATIZ 0.C.
FOR WINDOW OPENINGS UP TO X-O' FOR OPENINGS UP TO B'-0° (SHEET2)FORT E OCR ES N
TS700.6'-103/4'(82314°) WINDOW HEADER DETAIL O DOOR HEADER DETAIL HEADER D A L TRUSS TO WALL
TBB00•e'-0114°(s6v41 FOR SIDE WALLS 3B FOR SIDE WALLS 4 FOR END WA L \11 fillllr�r `5 CONNECTION DETAIL
3
PPTB-8'-0114'(96114') O \\
O
i
TUFF SHED Oder#. p,0,# THESEDRAWINGSAND TUE TUFF SHED,INC sF''•S TITLE DRAWING NO.
DESIGN ARE THE PROPERTY
Customer: Drawn By.SJ OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT FL-PPTB•TBB00.01
DRAWINGS AREFORA * Na 6835 -?•�_ BUILDING SECTIONS
Storage Buildings&Garages Date: IM15 BUILDING To BE SUPPLED RICHARD J.WILLS.
site Addles: _ _ REV.LEVEL 01
TUFF BRED.MFG.FACILITIES .,mn.mn. AND BUILT BY TUFF SHED. r ,+ HEADER FRAMING DETAILS
Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET A9:, ATI: \ FBC,6th EDITION(2017) SHEET .t
Building Size:.mm.v.�,,, w SCele: N.T.S. RECORDDate: SHED (303)
THE ENGINEER OF DENVER,301BB370RADO 0
EXT 967(5 ,,���O�FSS%ONAL ENS'\p�\ 155C SHEET 1 OF 4
'II
ISI .
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE PPTB,TB700 AND T8600 DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
MARK MAX MARK
WALLS END SIDE COMB. MINTOTAL WALLS END SIDE MAX. MIN TOTAL
DOOR PEMEHANDLE ANCEMED STaIKE BEING WAIL WALL OPENING BEING WAIL WALL COMB. COMBINED
SINGLE DOOR ASSEMBLY USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHOFAR WqL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WAL
INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW MANUFACTURER'S
INSTRUCTIONS.USE eB x 2-114• 6' 6'-24' gd NAILS @ 6'O.C. 0' 6'-24' S S-8' ad NAILS @ 6.D.0 0' 6'
BOLT LATCH ON FIXED DOOR FOR SQUARE DRIVE WOOD" 8' 8'-24' ad NAILS @ 6'O.C. d 8'-24' S 10'-14' 8d NAILS @ 4'O.C. 0' 6'
ATTACH STRIKE PLATE WITH(3) 10' 10'-24' Bd NAILS @ 6'O.C. 0' 10'-24' 6' !V-181 Bd NAILS @ 3'O.C. 0' 6'
B8 x T SQUARE DRIVE WOOD 17 17-24 Bd NAILS 6.O.C. 0' 12-24' B' 8'-1T Bd NAILS 6.O.C. 0' 8'
(A(1T�TegALT(1 BOLTLATEBC0 RU-UUUK TO TOP AND SCREWS, @ @
F11XEo l oR ATTACH EACH BOLT
•MIN 214"RTN WALLS ON EACH END OF WALL- -MIN 2'-C WALL SEGMENT B' 14'-18' 8d NAILS @ 4'O.C. 0' 8'
ASSEMBLY WITH(41 qe z 2-f/4'SQUARE S 6'-4' Bd NAILS 6'O.C. UP TO 17 4' 8' 2D-24' Bd NAILS @ 3'O.C. 0' 8'
DRBlE WOOD SCa B' 8'-4' ad NAILS 6.O.C. UP TO 12' 6' 10 10'-14' ad NAILS @ 6.O.C. 0' 10
10 ad NAILS 6'O.C. UP TO 17 7' to 16-22' ad NAILS @ 4'O.C. 0' id
10 10'-4' ad NAILS 4.O.C. UP TO 17 S 10' 24' Bd NAILS @ 3;2 0' iD
17 17-24' 8 AI 6'O.C. UP TO 17 9' 17 12'-16' Bd NAILS @ 6.O.C.
12' 17-24' 8 NAI S 4.O.C. UP TO 17 6' 12 18'-24' Bd NAILS @ 4.O.C.
12' 17-24' Bd AILS 3.O.C. UP TO 17 5'
EXTERIOR DOOR SHEATHING •MIN 2'd"RTN WALLS ON EACH END OF WALL- -MIN 2'd"WALL SEGMENT
rq DOUBLE DOOR ASSEMBLY 318'SMARTSIDEOR3B•SMARTSIDE ROOF SHEATHING(7116-OSS) 4 SEE NOTE 3
B TOP VIEW WITH FOIL BACKER WIDTH LENGTH FIELD NAILING EDGE NAILING 8 AI 4 0. .B ' '-0•RE:NOTE
...,e".. INTERIOR DOOR SHEATHING 6' 6'-24' Bd NAILS Q 6'O.C. 8d NAI S @ 4'O.C. 6' 15.18' Bd LS 3'O.C.BS '-0'RE:NOTE S
7/16.OSB OR 7/16"OSB WITH 8' g'-24' Bd NAILS @ 6'O.C. UU NAILB 4.O.C. v - ad NAILS Q 4"O.C. 3'
FOIL BACKER 10' 1 10'-24' 1 ad NAILS @ 6-U.C.1 ad NAILS @ 4.O.C. B' 12'-W 8d NAILS W O.C. T
5.
BOLT LATCH ON FOGA12' 1T-24' Bd NAILS Q 6'O.C. O.C. B' 8' ad NAILS 4.O.C. 4' 4'
DOOR FOR DOUBLE DOOR 8' ad NAILB 3'O.C. 4
WHEN THE FIXED DOOR IS NOTES: 10' 10' Bd NAILS 0 6'O.C. 3' T
CLOSED AND BOTH BOLT 1.USE 8d COMMON OR GALVANIZED BOX NAILS. 10' 17-14' ed NAILS 4• .C. 3' T
LATCHES ARE ENGAGED THE 10' 15-20' ad NAILS 3.O.C. 3' T
TOP BOLT LATCH WILL RAST 10' 10•-17 8 I 4' S
AGAINST THE INSIDE EDGE OF HINGEATTACHMENT
THE HEADER AND THE BOTTOM LI�3 10' 14'-iS ad NAILS 3'O.C. If S
BOLT WILLREST INA PIRDOORIDOOR GES 10' 10' ad NAILS 4'O.C. 5'
PRE-DRILLED ECKIHOLE IN THE PANEL FILL EVERY TABLE NOTES: 10' 12-14' ad NAILS 3'O.C. 51
51
FLOOR DECKING. HOLE IN HINGE WITH A 10' 1D 8d NAILS 3'D.C. 6• 4•
e8 x 2-114•SQUARE 1.NAILING IS FOR 318'SMARTSIDE PANEL OR 318'SMARTSIDE WITH 17 1Y-16' 4' 8'
DRIVE WOOD SCREW. FOIL BACKER.
DOOR THRESHOLD .. .._._ 2.NO SINGLE OPENING GREATER THAN 8'-0' 17 18-223. 4' 8'
3.'6'WIDE X 6•-9'LENGTH BUILDINGS ARE BASED ON 3-SIDED 6•
DIAPHRAGM.THE END WALL OPPOSITE OF THE OPENING MUST BE 6'
FULLY SHEATHED,IN THE 3-SIDED DIAPHRAGM CASES.THE END
DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY WALL WITH THE OPENING DOES NOT HAVE A MIN.RETURN WALL ON
O SIDEVIEWO FRONT VIEW EACH SIDE OF THE OPENING.
4.USE COMMON OR GALVANIZED BOX NAILS.
s"`'Tx .....•*s
S.FIELD NAILING FOR 3B'SMARTSIDE:Sd @ 12'O.C.
6.ON THESE BUILDINGS S X I(r-18'THE TDOOR IN THE END W L
DOORS: WILL NEED TO BE OFF SET.THERE WILL BE A7 PANEL ON ON
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS SIDE AND A V PANEL ON THE OTHER SIDE OF THE DOOR
UP TO 47'x 80 1/41 ON SINGLE HUNG DOORS AND 96'x 801/4• 7.0 -DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
STS)
SIDES.
THE LOAD CRITERIA ON SHEET 1. �
TUFF SHED Oder tt. p,O.p THESE ARE
AND PROPENE ij TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED'INC. ��
Customer. Drawn By:SJ OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT SF'�N�� FL-PPTB-TB800-01
DRAw1NGSAREFORA ? u trB3S DOOR DETAILS
Storage Buildings&Garages Date: 1/7/15 BUILDING TO BE BUPPLIED RICHARD J.WILLS,P.E. �7F:
Sita Address: AND BUILTB YTUFFSLIED NAILING REQUIREMENTS REV.LEVEL 01
TUFF SHED,MFG.FACILITIES .wm.me ( •17+Y
Checked By: ANY OTHER USE l9 FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STRIg;'I •c; i\ FBC,6th EDITION(2017) SHEET n
Bullding Slze:•om.Ir,�cul Date; SHEDAND THEENGINEEROF DENVER•COLORADO 80210 i90�sJe Ts r G
RECORD (303)753-8833 EXT.96315 < R I P:ti%. 155C
.r..Scale: N.T.S. �i iF -..••- SHEET 2 OF 4
7j1111lI1 lt{illbl`°�
i
12-14X3'HEX HEAD SELF-TAPPING 1.STEEL SHED FOUNDATION: TRIM AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
CREWS SPACED @ 12'OC.�� I 600TI25.64-16 GAUGE STEEL TRACKS G140 ZINC COATED SIDING PART NUMBERS:
6005137-54-16 GAUGE STEEL JOISTS G140 ZINC COATED 2=2OT3644BGMP-SW X 36'(36•IMBED)GALVANIZED AUGER
14'APA OR TECO RATED T&G @ 24'O.C. BLOCK REPORT NO.RAD-3060
L,OOR DECKING. (SUPPLIER:ALLIED STUCCO(JOIST:8005137-054l TRACK: ATTACH BRACKET TO 0T175WB-SIOEWALL BRACKET FOR USE WITH THRU BOLTS
6 STEEL JOISTS Q 24'OC 600T125-054)ICC ER-0943P. STUD THRU HOLE IN REPORT NO.LO-FJ90129-A
1 2.3/4'APA OR TECO RATED TONGUE AND GROOVE FLOOR ANCHORPLATEWITH -OR-
#10 X 3/4'PAN DECKING.24'MAX PANEL SPAN. STAGGER PANEL LAYOUT. <I 318'0x4'CARRIAGE OT24SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
HEAD SELF-TAPPING��• I 1 E BOLT AND LOCKNUT
SCREWS(2 PER TAB) 3.FASTEN FLOOR DECKING TO JOIST&TRACKS USING REPORT NO.LO -B
#8 x 1-510'ZINC PLATED SCREWS Q 12'O.C. CORNER STUD • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
VENT HOLES(x124°OC. NO BLOCKING REOUIREO,ALL EDGES SHALL LIE ON FLOOR
WITH THE MAXIMUM LOAD OF 4,725 LBS
JOISTS.STAGGER PANEL LAYOUT PER APA CONDITION I.
OPTIONAL LEVELING BLOCKS 4.FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS AUGER ANCHORS
OR 2X6 STEEL TRACK EACH END i SCREWS TRACKS WITH
12'H#1D.C2 14 X 3°GALVANIZED SELF-DRILLING SND 3 WIDTH LENGTH #OF ANCHORS
i 5.ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS w 6' 8'-18' 4 ANCHORS
BABE PLATE SCREW SPACING i w B' 8'--24 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED.50 PSF FOR JOISTS ON BLOCKS
A$SHOWN. 10' 10'-24' 4ANCHORS
6'-12 B'O.C. 6.USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL 4 STUD 12' 17-24' 4 ANCHORS
BUILDING: SIDING 4-ANCHORS PROVIDE(1)AT EA.
SUGGESTED SIZES:2'x 8'x 16',4'x B•x 16',OR B•x 8'x 16'. 1 CORNER OF THE BUILDING.
BLOCKS UNDER JOISTS SPACED Q r-W O.C.MAXIMUM. TRIM
STEEL SHED BASE DETAIL BLOCKS UNDER TRACK SPACED®W-0-D.C.MAXIMUM. END WALL
7ANCHOR BRACKET
TO BE FLUSH WITH
AUGER ANCHOR DETAI LEDGE OF TRIM
SIDING UNHEATED SPACE
STUD I O ORS
TRIM (INTO ES
CONCRETE) ANCHOR BOLT& CONTINUOUS FOOTING NOT
E:DETAIL3SH ET3 P.T.SI LL PLATE 1. TOPOFSLABTOBEENN.MB GRADE SLAB REINFORCEMENisNALL
318'NYLON WIDTH LENGTH QTY PERNOTES BELOW BEWWFWMA. IA:LOCATEATMDOEPfNOF SLAB.
LOCK NUT 6' 6'•10' 6
31B'CARRIAGE SLAB REINFORCEMENT SIULLL BE FlBEMIESN 16110ft BLENDED
BOLT(OaADE2) 6' 12'-1B' 8 #4 CONTINUOUS P19ENMESHIBO.FIBERMESH SHOULD BE DISPERSED UNIFORMLY
BASEPLATE V 8'•14' 613/46 TOPBBOTTOM THROUGH CONCRETE WIL 1 POUND PER CUBIC YARD OF CCRCRETE
2 a L ALLFOOME TNG FORSHALL BE INSPECTED FORSIZEAND RENFOICNG
B' 16'•20' 8 O FINISH CONCRETE FLOOR BEFOREPOURNO CONCRETE
FLOOR PLY B' 22'-24' 10 1 FOOTWGS 6NALLBEAR ON UNOISTUNBED NANRAI,CONPETENI SOIL
OT175WB a 10' 10'-16' 6 " GRADE OR PROPERLY CONTACTED STRUCTURAL FILL ALLOWABLE SOL
.-OR- ... _. - 1U.- 18'-24' B Z ___ 4 CO CRETE'MRMI 26BDAAYW-MSSBBIEW NSRRE GTH,fo-2 PSL
OT24SWB 12' 12'-1 B' 6 RO� 5. REINFORCING STEEL-MIS.GRACE w OR GRACE Be ALL REINFORCING
6° o STEEL SHOWN TO BE CONTINUOUS MAY BE WPM A MO WOF 38 BAR
12' 1 29•24' B 9 0UeRETER90R2�'IYNIMIIM,WTIIUiEYIIAISLARGEIL
GNCATEGORYB
12"HILTI KWIKBOLTTZ m S A. AnACISMICONIFRESSURETREATECSOLEPLAME WEFOOGNGUSM
NOTES: Irl OIAxrLoNGswsONTRENANCWRwDN WASHERS.
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS SLAB B. EAPANSIONBOLTS SHALLBEEMBEODEOATLEAST5•INTOTNE
EMBEDMENTDEPTH=2114• STEEL SHED REINFO EMENT CONCRETEANDSHALLBESPACFDNOTMORETHANG'M
2.PROVIDE(1)ANCHOR AT EA-CORNER 3•CER.
MIN.ED GE DISTANCE=6' BASE OFTHEBUIL NG.THEREMAINING PER SBELOW C. THERE SHALLBEAMPJWUMOF2BOLTS PERSOLEPUTEPIECE
ANCHORSPACING:RE KWIK 4'CONCRETE ANCHORS EQUALLY SPACED ALONG THE ;1 NP. wRNteou LoraTED Nor MORETNAN Traoa LESSTHANTBaT
BOLT ANCHORS TABLE,SHEET3 PAD(MIN) LENGTH OF THE BUILDING.(112 THE �•+ e, DIAMETERsraoM EACI END GF EACH PIECE
REMAINING ANCHORS ON EA LENGTH HIC Ds
SIDE EQUALLY SPACED). MIN.
3 SIDEWALL BRACKET DETAIL 4 CONCRETE FOUNDATION D I
Order#. P.O.#
DESIGN ARE THE PROPERTY TUFF SHED,LNC. \ 5 r`„� N.S4. //i� TITLE DRAWING NO:
TUFF 5 H E D
Customer. Dram'O"'By.SJ OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT a;S DETAILS FL PPTB-TB800-01
OF TUFF SARENC.T
Storage Buildings&Garages Data: IM15 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.B. � Na GB35 REV LEVEL 01
Site Address: =>!C
TUFF SHED,MFG.FACILITIES ,mu,.msr. AND BUILT BYTUFF SHED. F .•*
Checked By. ANYOTHER USE IS 1777 S.HARRISON STREET FBC,6th EDITION 2017 SHEET �]
Date: FO SHED AND
SOTHTUFF ( ) J
Building 5ize:,,m..ucM SXEO ANO THE ENGINEER OF DENVER,COLORADO 80210 9'09t AT O
.rA Scale- N.T.S. RECORD (303)753-8833 EXT.96315 poi;•. 155C SHEET 3 OF 4
�/T'R 11111 I I I I I'.i 111E••,,
6 2'
5-2-
70
4-2• a 4'-0 5116' 1'-911118'
1'-6 3/16' u
12', Q6
,v� 2'-112318' 1'2518'
4'-81Y
'N 3X6 20 GA PLATES 2X4 TOP
j4V3X6
2X4 TOP 2X4 TOP CHORDS
20 GA CHORDS 3X620 GA PLATES CHORDS m TYP BOTH SIDES
ATES TYP TYP BOTH SIDES Eo
II B'-4' 1010'-4 174"
f
go
s'-2^
4'-2' - 7 4'-4 5118'
v 3'-7 13116' 1'-9 11116'
N 1441 1'-6 311612
2•-113/6' N 12 Q6 12
N} 12 1'-2 WB' Q6 IZ �A
a 2X4 TOP 2X4 TOP
iV m 2X4 TOP H m CHORDS 3X620 GA PLATES CHORDS
3X620 GA CHORDS 3X820 GA PLATES m TYP BOTH SIDES
e 7 TYP BOTH SIDES
DESIGN LOADS: w PLATES TYP e
TOP CHORD LIVE LOAD=20 PSF 2X5 BOTTOM CHORD 2X10 BOTTOM CHORD
TOP CHORD DEAD LOAD 10 PSF
COLLAR TIE DEAD LOAD=5 PSF 5.101 NAILS 5.10d NAILS 5-101 NAILS
EA.SIOE EA.EA.!! EA SIDE
NOTES: 8'-01 10'-4 2'-4-
FEC,6th EDITION(2017)
ANSUTPI 1-2007 B'SPAN 10'SPAN 12'SPAN
TRUSSES TO BE SPACED Q 24'OC REACTIONS: REACTIONS: - . REACTIONS:
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE#2 MAX.VERTICAL.'255 LBS. MAX VERTICAL:510 LBS. MAX.VERTICAL:630 LBS.
OR BETTER PLATES ARE TO BE PRESSED IN THE MAX.UPLIFT:-195 LBS. MAX.UPLIFT:-250 LBS. MAX.UPLIFT:-285 LBS.
WOOD PER TPI.
NOTE: NOTE: NOTE:
REP MEMBER INCREASE:YES
TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
LUMBER D.0.L.:1.25 UP TO I2FT UNLESS CEILING JOIST 0R OTHER UP TO 16F UNLESS CEILING JOIST0R ER UP TO 20FT UNLESS CEILING JOIST OR OTHER
WIND: TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
ASCE 7-10,155 mph,Exposure C,D.O.L=1.60 MAXIMUM DEFLECTION(12 FT.SPAN)
PLATES ARE MANUFACTURED BY EAGLE METAL ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN VERT LL:0.061n.
PRODUCTS,ICC-ES#ESR-1082 ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSL VERT TL:0.08 in.
TUFF SHED Odef#, P.O.# THE SED ARE
HEPROPERTY 9AN0 THE
DESIGN ARE TME TUFF SHED,INC. CE TITLE DRAWING NO.
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Customer. Dram By:SJ OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT � Is FL-PPTB•TB800-01
DRAWINGSAREFORA Na 6&35 TRUSS DETAILS
Storage Buildings&Garages Data: 717/15 BUILDINGTOBESUPPum RICFiARDJ.WILLS,P.E. -fir i}Y= REV.LEVEL 01
Site Atldre99: AND BUILT BY TUFF SHED.
TUFF SHED,MFG.FACILITIES .man.m Checked BY• ANY OTHER USE IS 1777 S.HARRISON STREET r.6T os � SHEET A
Dele: FORBIDDEN BY BOTH TUFF .•o: FBC,fi1h E0ITI0N(2017) �}
Building SIZe:wmx�eimm SHED AND THE ENGINEER OF DENVER,COLORADO 80210 �90,c.. (OH oP:
RECORD (303)753-8833 HXT.96315 iii P 155C
.R..Scale: N.T.S. q Sys••••-••�yG� SHEET 4 OF 4