1565 E Park Ter ACC20-0086 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
RADLER WILLIAM 1565 E PARK TER ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TUFF SHED INC 1116 Blanding Boulevard Orange Park FL 32065
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171958 0000 SELVA MARINA UNIT 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1565 E PARK TER ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY
10' x 15' DETACHED
STRUCTURE $11098.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 12/21/2020
PERMIT NUMBER
ACC20-0086
ISSUED: 12/21/2020
EXPIRES: 6/19/2021
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $110.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $55.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.48
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $294.48
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
5 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 12/21/2020
PERMIT NUMBER
ACC20-0086
ISSUED: 12/21/2020
EXPIRES: 6/19/2021
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $294.48
ACC20-0086 Address: 1565 E PARK TER APN: 171958 0000 $294.48
BUILDING $110.00
BUILDING PERMIT 455-0000-322-1000 0 $110.00
BUILDING PLAN REVIEW $55.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $55.00
PUBLIC WORKS PLAN REVIEW $25.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE SURCHARGES $4.48
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.48
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R14423 $294.48
Printed: Monday, December 21, 2020 11:40 AM
Date Paid: Monday, December 21, 2020
Paid By: TUFF SHED INC
Pay Method: CREDIT CARD 406056179
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14423
~+; CENTRALSQUARE
ACC20-0086
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Building Permit Application
City of Atlantic Beach
800 Seminole Road, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Fax: (904) 247-5845
Updated 12/8/17
Job Address: I 5 \a5 E G.-'5 :r e°=', )<..
Legal Description d.7 -~ to·, . -RE# \ 1 \ 9 5 3 -ODOO
Lo-\-8 \K.
Valuation of Work (Replacement Cost) \ _.....;;;.. __ Non-Heated/Cooled._1..;.lo...;;O __ _
• Class of Work (Circle one):~ Addition Alteration Repair Move Demo Pool Window/Door
• Use of existing/proposed structur (s) {Circle one): Commercial {Fesldentia])
• If an existing structure, is a fire sp 'inkier system installed? (Circle one): Yes No @
• Submit a Tree Removal Permit Ap llcation if any trees are to be removed or Affidavit of No Tree Removal
Describe In detail the type of work to be prormed: / o' X I lo I De.tac.he.ct Stru.. c..--1-u..re_
Florida Product Approval #:...{).,_...u..~,--4~=-..!..!.l.l!::~~..i,_-----for multiple products use product approval form
Property ·
Name: t....) 1 Address: \ Sl¢?5 f:a..-,,+ Pa....-\l... Te..rca.c~
City A+\ 1
E-Mail rh.
State~ Zip 3 ;i;;(:33 Phone 2 I J -159-~ S,;n
Owner or rnl!y or AgencyletterRequlred) _Q.....,W=-<o...:.e.c=-. _____________ _
Contractor Information l
Name of Company: T u.;tt. Shea ·, fI-nc, . Qualifying Agent: -, 0 M Sa. ...... " e+{
Address )777 5. \-\arn son S;\..i ·-:ti:= laOO City Qs:.n,&e State Co tip ])'0;11 D
Office Phone 3c)3 -7.53 -8033 · l Job Site/Contact Number _9:..;0::..S...:..,,i,,,-,.uK-l\k,.,,Q~-... J..w..;l l:..;O..___ ______ _
State Certification/Registration# (..eiC. lg s ?iley s: E-Mail +hi I \ i Qo@ :i:ld-££;s}wL C.Dm
Architect Name & Phone# __.N-;::f-'/ft...,__.....,..-;-!-..,..,..,----,,.---=-~==---,=,.......,=-----------------
Englneer's Name & Ph ~· ·.,,.._""""' ....... -+-'-...·...,_,_...,_____.""--'--.!....<"""--""'..u._..l..c'---~--.-----=-------
Workers Compensatlo o.." e..
. '3/1/;}~I
llation has
commenced prior tot ulationg
construction in this Ju SIGNS,
I
~t~.()fthis
',"R~tv,I!!'A
,ijs,n~es,or
OWNER'S AFFIDAVIT: I certify that all the tr,regojng Information is accurate and that all work will be done in compliance with all
applicable laws regulating construction anf zoning.
WARNING TO OWNER: YOUR ~AILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TTORNEY BEFORE
RECO D11tJ~U"~liMIIII~ 0~ COMMENCEMENT.
I/
" {Slgnatur11 of owner or nt)
(Including contracto ) st
Signed and sworn to (or affirmed) befor~ me this_\_ day of
'Df ee_o-kt.r. J.oao . by , i), \\.; Q&-, ~ a.r\\ e.-c
r)
Signed and sworn to (or affirmed) before me this .t,_ day of
April 2019 . •'
::j,~
~)
1
1
: EVY
( } Per$onally Known OR M' Personally Known OR Bl..lC
{~duced identlflcatlonr-. L [ J Produced Identification RADO
Type of Identification: u Type of Identification: --D1Ul.f,:-J,ilf~:..f'fl~::!f:P-E'~!i1::.,~:!F~€~0r.2~3!!6~26~ru l JUNE 6, 2021
--·····-, ·--·•·•··------··-' " --•--·-----·-·"·' -··-·-·· ··-·-.. ·---··--·· ···-........ -. ----·-·-·-·····--.. ·····---····--•··•·
Revision Request/Correction to Comments
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us
[II Revision to Issued Permit OR D Corrections to Comments
Project Address: 1565 E. Park Terrace
**ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
PERMIT#: ACC20-0086
Date: 12/08/2020
Contractor/Contact Name: Tuff Shed , lnc./Mindy Higgins --------------------------------
Contact Phone: (904) 860-7110 Email: thulion@tuffshed.com -------------
Description of Proposed Revision/ Corrections:
Attached signed drawings which include auger anchor details on page 3
I_T_uff_S_h_ed_, _1nc_.1_M_in_dy_H_ig_gi_ns ______ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
0No D Yes (additional s.f. to be added: ____________ )
•~ill proposed revision~c_orrec~ions ad~ add'.ti~nal increase in building value to original submittal?
li.JNo D*Yes (add1t1onal increase in building value:$ _________ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/ Agent: ______________________ _
✓ (Office Use Only)
~ Approved D Denied D Not Applicable to Department Permit Fee Due $ ------
Revision/Plan Review Comments _____________________________ _
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
Date
Updated 10/17/18
Doc# 2020269404, OR BK 19478 Page 2431, Number Pages: 1,
Recorded 12/04/2020 01:18 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
NOTICE OF COMMENCEMENT
Permit No. ____ _ Tax Folio No. 11 / 9 58' -OCOO
State of Florida, County ofDuval
THE UNDERSlGNED hereby give notice that the improvement will be made to certain real property In accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
I. Description of property (legal description of property lllld address if available):
JJ-!a l\o-,;5-~9E Sc..lva. IOa:cioa. Qn.;+ot Lo:\:~ e.\\(,4
2. General Description of improvements:
IQ' x Ile' Dd·o,c..bed. 5-n:,1..d·u..c:te
3. Owner Infurmation:
a)NameandAddress: \.)~\\ia,t,Q «a.d\:ec · 'S!aS
b) Interest in property: l
c) Name and address of simple titleholder (if other than owner):
E Pru:¥-Terca.~J A+\a,r--\:JC .. f-au..h I FL
3.;u1,3
4. Contractor Infonnation:
a)NameandAddress:T-.....q:: 5bro ;Inc,• lDO 6\aoAioa A\vd.~1e,· Dro.nJJec fo.rl!-,f'L
b) Phone Number. :}o 4 • :8'4>0 ~ :Z II O .J 3 ;.i~ b5
S. Surety Infonnat!on:
a)NameandAddress:-":.+.L"--------------------------
b) Phone Number. -c)AmountofBon·d~:-=s:----------------
6. Lender Information:~ a)NameandAddress: -'-=t.a.:A:,..._ _______________________ _
b)PhoneNwnbcr.. ______________ _
7. Person within the Stale of Florida designated by owner upon whom notices or other documents may be served as
provided by 713.13 (l)(a) 7, Florida Statutes:
a) Name 1111d Address: ~\ft:_ b) PhoneNwnbersorDes==:1-1~..._..,d"'P""m_o_n_: ______________________ _
8. In addition to himself/herself; Owner designates N) A-of _____ to receive a
copy of the Lienor's Notice as provided in Section 71U3 (1) (b), Florida Statutes. a)Neme and Address: __________________________ _
b) Phone Number of person or entity ~gnated by owner:-==~----------
9. Expiration dale ofNotice of Commencement (the expiration date may not be before the completion of construction
and final pa~nt to the contractor, but will be one (I) year from the date of recording unless a different date is
specified: ~ \ ;la;l-\
WARNING TO OWNER: ANY PAYMENTS MADE BY nIEOWNERAFJBR THE EXPIRATION OF THE No·ncE
OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION
lliJl, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE
BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE COMMENClNG WORK OR RECORDJNG YOUR NOTICE OF
COMMENCEMENT.
Under penalty of perjury, 1 declare that I have read the foregoing notice of commencement and that the facts stated ;-;-;: w:;: ""'"'"""" "''"'· lW; \\i o..ro '.]; .. dler Ip..,.....,-
sigJ.L6f0wner~'sAuthorized Officer/Director/Partner/Manager Signatory's Printed Name & Title/bffice
The foregoing instrument was acknowledged before me by means of ~ical presence orDonline notam.ation,
this~dayof \'lecu:rab?f .ZO~bY. \,0;\\;o..m :8,cv;\)er .whoispersonallyknownto
(NGmC of Person)
me or produced _..:0:.....:L--________ as identification, es=---,,.~--.,,.---.,,.---=----=--__,,,,.---,...,,..-,-,-·j . ~ty,e.g.. officer, attorney Inflict, ell:.) -for __ __,..-------,--..,....,,--'-
(Namo of Party lnstnamcnt was ~cuted for)
,,,~~W;,,, TANYA ANN HULION ~~~~ State of Florida-Notary Public =• •~~~Mr"Yl"lGG 201337 ~J'.~ i'l My Commission Expires
'11 ~~,'.\1'' March 28 2022
NOTARY PUBLIC SIGNATURE-STATE OF F~pRTDA
Commissioned Notary Name: TQ...,n 'i Q ~ I , DQ
Revised 1/1/2020
ACC20-0086
TREE & VEGETl.\noN AFFIDAVIT
City of Atlantic Brach
Community Oeveloprent Department
800 Seminole Road ! Atlantic Beach, FL 32233
(P) 904-247-5800 !
I
SITE INFORMATION
.
FOR INTERNAL OFFICE USE ONLY
PERMIT# ____ _
ADDRESS 1565 Ea.st Po.-r-~ \'c.-r-:a.ce ) f\+-lw:hc · (:),a.ch I FL 3~23
susolV!stON '.:};; \ v a. f(\o,,r, oO:--BLOCK 4 LoT _Z __
j
! RE# \7 \ 9 S;J'-OOOD
APPLICANT INFORMATION !
I
NAME \,0;\\ i Q.., •~ ~ CLci \ -<£,(
ADDRESS 15L,5 Ea:s,+: \?a.t:J \exrn.c:e,_ ).
!
CITY \\ .\-\a_r,~-~ e, l::ieac.h i
I
[g"RESIDENTIAL O COMMERCIAL □OTHER
PHONE# O )1 -r'jfi-'fS5J 7
I\+ \a. n+lc. 6ea.c.J, CELL# 'ti\ 7 -1'6<, -~ 5;;:i.7
STATE FL ZIP CODE --=3-'~'"'-'~'""3'-3"'------
EMAIL ,.,.Y, a.c\ kc@ :3nra.; l . c..b fY'. B'PWNER □ LEGAL AUTHORIZED AGENT
I
I affirm that I have reviewed the brovlsions of Chapter 23, "Protection of Trees and Native Vegetation", of
the Municipal Code of OrdinancJ for the City of Atlantic Beach Florida. and/or 1. have participated in a pre-
applkation meeting with. the A·linlstrator of those reg .. ulatlons. Subsequently, I affirm that no regul~ted
trees and no regulated vegetat10 . will be damaged, destroyed and/or removed from the above-descnbed
property and/or adjacent prope ,es including right-of-way.
l
I IIERBIYCEJmfYlllAT AU_,. ' NPROVIDEP'rii\\ll;i~OWner(,)o, 7."iid~
! PRINTORTVPE NAME DATE SIG
! -
SIGNATUREOFAPPUCANT:(2) l PRINTORTYPE·NAME
Slgned,andswornbeforeffleonthls l ½!._ dayof ~ec.e.mbe., . ~D;;!Oby
1..0; \\ ) cu-,, ::-1?,ou::I\ "-' r
oath Sworn: D Yes
04 fflEEAND VEGETATIONAFFIDAVfr0:1.01.2018
DATE
State of 'F I Ort. 60-..
County of D v.. voJ?
Tuff Shed, Inc. Permit #
1777 S. Harrison St. #600 Denver, CO 80210 Customer Name
State of Florida License #CBC1253645 Customer Address
Product Approval Cover Sheet
As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and product approval
number(s) for the building components listed below if they will be utilized on the building or structure. Florida approved products
are listed online at www.floridabuilding.org or can be obtained from the local product supplier.
All products listed are per Florida Building Code 6 th Edition (2017)
Shed Materials Used
Product Type Manufacturer Model # FL Product Expiration
Windows TAFCO Corporation Series 82000 FL20743.1 6/17/2026
Windows Silver Line Building Products V1 Series/70 Series FL14911.5 8/3/2021
Siding (Lap) LP Corp Lap FL10477.1 1/1/2021
Siding (Panel) LP Corp LP Smartside FL9190.6 12/31/2030
Roof Underlayment Woodland Industries Inc Felt FL17206.1 6/24/2024
Roof Underlayment GAF Felt FL18686.1 2/22/2023
Shingles GAF GAF FL10124.1 12/16/2022
Fixed Transom Innovations Manufacturing Transom FL17667.1 12/31/2020
Flood Vents Flood Solutions LLC Foundation FL17588.1 3/31/2022
Doors Tuff Shed Inc Premiere - Double Door FL22202.1 6/14/2028
Doors Tuff Shed Inc Premiere - Single Door FL22202.2 6/14/2028
Doors Tuff Shed Inc Sundance - Double Door FL22202.3 6/14/2028
Doors Tuff Shed Inc Sundance - Single Door FL22202.4 6/14/2028
Steel Door - Inswing JELD-WEN 6-panel/3068/Inswing FL22513.6 6/30/2021
Steel Door - Outswing JELD-WEN 6-panel/3068/Outswing FL22513.6 6/30/2021
Full Lite Door JELD-WEN 3068 FL17454.1 12/31/2027
Full Lite Door JELD-WEN 6068 FL17454.1 12/31/2027
9 Lite Door JELD-WEN 3068 FL17454.1 12/31/2027
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NOTES:
1. BUILDING CODE: FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES
(HVHZ)
UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
PPTR, TR/TRD800
2. DESIGN LOADING:
WIND SPEED: Vult = 155
Vasd = 120
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)
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF:
WIND PRESSURE (psf) (ASD VALUES)
(BASED ON 10 SQ FT)
WALL:
FLORIDA BUILDING APPROVAL NUMBERS--
29 PSF (ZONE 1)
50 PSF (ZONE 2)
74 PSF (ZONE 3)
34 PSF (ZONE 4)
42 PSF (ZONE 5)
1. WINDOWS BY TAFCO CORP -FLORIDA BUILDING APPROVAL
#FL207 43.1.
2. WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP -FLORIDA
BUILDING APPROVAL FL 14911.5.
3. LP SMARTSIDE SIDING -FLORIDA BUILDING APPROVAL #FL9190.6.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL 17206.1.
5. ROOF UNDERLAYMENT BY GAF -FLORIDA PRODUCT APPROVAL
#FL 18686.1
6. SHINGLES BY OWENS CORNING -FLORIDA BUILDING APPROVAL
#FL 10674.1.
7. SHINGLES BY GAF -FLORIDA PRODUCT APPROVAL #FL 10124.1
8. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL 17667.1.
9. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL 17588.1.
10. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY
SHEATHING -FLORIDA BUILDING
APPROVAL #FL 16391.1.
11. TUFF SHED, INC DOORS -FLORIDA BUILDING APPROVAL
#FL22202.1, #FL22202.2, #FL22202.3, #FL22202.4
HEADER NAILING:
HEADER TO STUD-4-16d END NAIL DOUBLED HEADER
-16d@ 16" STAGGERED FACE NAIL
OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING, PITCH
AND PLATE SIZE
~ I-~ I :r ~ (!)
~ w .,.... I .,....
0 ...J I ...J ex:, ~
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
FLORIDA APPROVED OWENS
CORNING OAKRIDGE 30 YEAR ~ SHINGLES -FL 10674.1-R12 I -OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING -FL5218.1-R2
SEE THE TRUSS
CONNECTION
DETAIL -DETAIL 4
WALL FRAMING TO BE 2 x 4
SPF #2 OR BETTER@ 16" O.C.
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED
~-=----'t-t-~l-------u-P_T_o_1_2_•_-o•-· w_1_D_E ______ ~
1
---ONE SQ INCH VENT
C:O . --. FOR EVERY ONE SQ FT
OF BUILDING
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 3'-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
G) ~A~lb.~ING SECTION
---DOUBLE TOP PLATE
-----CRIPPLES (IF REQ.)
------~HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0"
USE (2) 2x6 SPF #2
OPENINGS 6'-1" TO 8'-0"
USE (2) 2x8 SPF #2
KING STUD
TRIMMER
(3) 2X6 SPF#2
16d@ 12" O.C.
HEADERASSY
KING STUDS (2)
16d@ 12" O.C.
STAGGERED
NAILING: BASE PLATE
KING STUD
BASE PLATE
FLOOR DECKING
TRIMMER STUD
-ON THE INSIDE
8d@ 12" O.C.
TRIMMER STUD
RAFTER
SIMPSON H1 OR USP RT15
FOR 6'-10' WIDE
SIMPSON H2.5A OR USP RTTA
FOR 12'WIDE
WALL TOP PLATES
STUDS
(;\ TRUSS TO WALL
~ CONNECTION DETAIL
SCALE: N. T.S.
KING STUD
TOE NAIL WITH (3)
18d NAILS, (2) ONE
SIDE, (1) OTHER
SIDE
HEADERS FOR: TRIMMER STUD
KING STUDS
OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
OPENINGS 6'-1" TO 8'-0" USE (2) 2x6 SPF #2
REFER TO SHEET 2 FOR WALL AND ROOF
SHEATHING NAILING. FOR WINDOW OPENINGS UP TO 3'-0" FOR OPENINGS UP TO 8'-0" FOR OPENINGS UP TO 8'-0"
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
MAX WALL HEIGHT FOR EACH SHED:
PPTR -7'-8 1/4" (92 1/4")
TR/TRD800 -7'-8 1/4" 92 1/4"
TUFF SHED
Storage Buildings & Garages fflTUFF SHED, MFG. FACILITIES
~ WINDOW HEADER DETAIL
~ FOR SIDE WALLS
SCALE: N.T.S.
~ DOOR HEADER DETAIL \E.9' FOR SIDE WALLS
SCALE: N.T.S.
Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED, INC. -------------------11 DESIGN ARE THE PROPERTY
~ TRIPLE HEADER DETAIL \E.9' FOR SIDE WALLS
SCALE: N. T.S.
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ---------a----------DRAWINGS ARE FOR A
Site Address:
Date: 12/6/16 BUILDING TO BE SUPPLIED
-----------11 AND BUil T BY TUFF SHED.
Checked By: ANY OTHER USE IS
-----------11 FORBIDDEN BY BOTH TUFF
Building Size:w,oTH-LENGTH-HEIGHT-sa.FT.AREA Date: SHED AND THE ENGINEER OF
RECORD. Scale: N.T.S.
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
r,;\ HEADER DETAIL FOR
\::!) ENDWALLS
SCALE: N.T.S.
TITLE
BUILDING SECTIONS
DRAWING NO.
FL-PPTR-TR800-01
HEADER FRAMING DETAILS REV. LEVEL 01
FBC, 6th EDITION (2017)
155C
SHEET 1
PAGE 1 OF 4
16 OCT
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 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'-18' 8d NAILS @ 6" O.C. 0' 6'-18' 6' 6'-8' 8d NAILS @ 6" O.C. 0' 6'
8' 8'-22' 8d NAILS @ 6" O.C. 0' 8'-24' 6' 10'-14' 8d NAILS @ 4" O.C. 0' 6'
10' 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24' 6' 16'-18' 8d NAILS @ 3" O.C. 0' 6'
12' 12'-24' 8d NAILS @ 6" O.C. 0' 12'-24' 8' 8'-12' 8d NAILS @ 6" O.C. 0' 8'
■ MIN 2'-4" RTN WALLS ON EACH END OF WALL-■MIN 2'-4" WALL SEGMENT 8' 14'-18' 8d NAILS @ 4" O.C. 0' 8'
6' 6'-18' 8d NAILS (ii) 6" O.C. UP TO 12' 4' 8' 20'-22' 8d NAILS @ 3" O.C. 0' 8'
8' 8'-22' 8d NAILS <@ 6" O.C. UP TO 12' 6' 10' 10'-14' 8d NAILS @ 6" O.C. 0' 10'
8' 8'-22' 8d NAILS I >4"O.C. UP TO 12' 4' 10' 16'-20' 8d NAILS @ 4" O.C. 0' 10'
10' 10'-24' 8d NAILS I 26"O.C. UP TO 12' 7' 10' 22'-24' 8d NAILS @ 3" O.C. 0' 10'
10' 10'-24' 8d NAILS< 24"O.C. UP TO 12' 5' 12' 12'-16' 8d NAILS @ 6" O.C. 0' 12' 12' 12'-24' 8d NAILS< > 6"O.C. UP TO 12' 9' 12' 18'-24' 8d NAILS @ 4" O.C. 0' 12' 12' 12'-24' 8d NAILS @ 4" O.C. UP TO 12' 6'
■ MIN 2'-4" RTN WALLS ON EACH END OF WALL-■MIN 2'-4" WALL SEGMENT
*6' 6'-9' 8d NAILS @ 3" O.C. 3' SEE NOTE 3 ROOF SHEATHING (7/16" OSB)
6' 10' 8d NAILS @ 4" O.C. (BS) 3' 2'6" (NOTE 6) WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 12'-14' 8d NAILS @ 3" O.C. (BS) 2'6" (NOTE 6) 6' 6'-18' 8d NAILS@ 12" O.C 8d NAILS @ 4" O.C. 3'
8' 8d NAILS <@ 4" O.C. 3' 8' 8'-24' 8d NAILS@ 12" O.C 8d NAILS @ 4" O.C. 8'-10' 5'
8' 12'-14' 8d NAILS (ii) 3" O.C. 3' 5' 10' 10'-24' 8d NAILS@ 12" O.C 8d NAILS @ 4" O.C. 8' 18'-22' 8d NAILS @ 4" O.C. (BS) 3' 5'
12' 12'-24' 8d NAILS@ 12" O.C 8d NAILS @ 4" O.C. 8' 24' 8d NAILS @ 3" O.C. (BS) 3' 5'
8' 8' 8d NAILS @ 4" O.C. 4' 4'
NOTES: 8' 10' 8d NAILS @ 3" O.C. 4' 4' 1. USE 8d COMMON OR GALVANIZED BOX NAILS. 8' 12'-18' 8d NAILS @ 4" O.C. (BS) 4' 4'
8' 20'-22' 8d NAILS @ 3" O.C. (BS) 4' 4'
10' 10' 8d NAILS (ii) 6" O.C. 3' 7'
10' 12'-14' 8d NAILS <@ 4" O.C. 3' 7'
TABLE NOTES: 10' 16'-18' 8d NAILS @ 3" O.C. 3' 7'
8d NAILS (ii) 4" O.C. (BS) 10' 20'-24' 3' 7'
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE 10' 10'-12' 8d NAILS (ii) 4" O.C. 4' 6'
WITH FOIL BACKER. 10' 14'-16' 8d NAILS <@ 3" O.C. 4' 6' 2. NO SINGLE OPENING GREATER THAN 8'-0" 10' 18'-24' 8d NAILS (@ 4" O.C. (BS) 4' 6' 3. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED
DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST 10' 10' 8d NAILS @ 3" O.C. 6' 4'
BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES ~NO 10' 12'-22' 8d NAILS @ 3" O.C. (BS) 6' 4'
OPENINGS~ AND NAILED AS SPECIFIED. THE END WALL WI H 12' 12'-16' 8d NAILS c z4"O.C. 4' 8' THE OPEN NG DOES NOT HAVE A MIN. RETURN WALL ON EACH 12' 18'-22' Bd NAILS ( ~3"O.C. 4' 8' SIDE OF THE OPENING.
4. USE COMMON OR GALVANIZED BOX NAILS WITH A MINIMUM 12' 24' 8d NAILS I > 4" O.C. (BS) 4' 8'
LENGTH OF 2 1/2". 12' 12' 8d NAILS @ 4" O.C. 6' 6'
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C. 12' 14'-16' Bd NAILS @ 3" O.C. 6' 6'
6. ON THESE BUILDINGS 6' X 10'-18' THE 3' DOOR IN THE END 12' 18'-24' 8d NAILS @ 4" O.C. (BS) 6' 6' WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2'6" PANEL 12' 12'-22' 8d NAILS @ 3" O.C. (BS) 8' 4' ON ONE SIDE AND A 6" PANEL ON THE OTHER SIDE OF THE
DOOR.
7. (BS)-DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
BOTH SIDES.
Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED, INC. TITLE DRAWING NO. TUFF SHED DESIGN ARE THE PROPERTY
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PPTR-TR800-01
GENERAL NOTES DRAWINGS ARE FOR A
Storage Buildings & Garages Date: 12/6/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. REV. LEVEL 01 Site Address: AND BUil T BY TUFF SHED. RWILLS@TUFFSHED.COM fflTUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, 6th EDITION (2017) SHEET 2 Building Size:w,oTH-LENGTH-HEIGHT-sa. FT.AREA
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210
RECORD. (303) 753-8833 EXT. 96315 155C
Scale: N.T.S. PAGE 2 OF 4
16 OCT
#12-14X3"HEXHEAD~
SELF-DRILLING SCREWS ~
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS --
@ 24" 0C
#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.
G) ~=~-~-L SHED BASE DETAIL
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
STUD
1. STEEL SHED FOUNDATION:
600T125-054 -16 GAUGE STEEL TRACKS G140 ZINC COATED
600S137-054 -16 GAUGE STEEL JOISTS G140 ZINC COATED
@24"0.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK:
600T125-054) ICC ER-4943P.
2. 3/4" APA OR TECO RA TED 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" 0.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.
KWIK BOLT ANCHORS
(INTO CONCRETE)
RE: DETAIL 3 SHEET 3
3/8" NYLON WIDTH LENGTH QTY
LOCK NUT
BASEPLATE
FLOOR PLY
6'
6'
8'
8'
8'
10'
10'
12'
12'
6'-10' 6
12'-18' 8
8'-14' 6
16'-20' 8
22'-24' 10
10'-16' 6
18'-24' 8
12'-18' 6
20'-24' 8
ATTACH BRACKET TO
STUDS THRU HOLE IN
ANCHOR PLATE WITH
3/8"0 x 4" CARRIAGE
BOLT AND LOCKNUT
0
I
ct)
END WALL
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644BGMP-5/8" X 36" (36" IMBED) GALVANIZED AUGER
REPORT NO. RAD-3060
OT17SWB -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
AUGER ANCHORS
WIDTH LENGTH #OF ANCHORS
SIDING
TRIM
ANCHOR BRACKET
TO BE FLUSH WITH
6' 6'-18' 4ANCHORS
8' 8'-24' 4ANCHORS
10' 10'-24' 6ANCHORS
12' 12'-24' 6ANCHORS
4-ANCHORS PROVIDE (1)AT EA.
CORNER OF THE BUILDING.
6-ANCHORS PROVIDE (1)AT EA.
CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDE WALL.
0 !~<?,_-~R ANCHOR DETAIL EDGE OF TRIM
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
TOP&BOTTOM
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, fc = 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.
6. SEISMIC DESIGN CATEGORY: A
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS.
1/2" HIL Tl KWIK BOLT TZ
STAINLESS STEEL 304
N z NOTES: ..-:!!:--+-------"~"'"-"..-:-+.-'-
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' 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 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE. A MINIMUM OF 4 BOLTS
ARE REQUIRED PER SIDE OF THE BUILDING.
EMBEDMENT DEPTH = 2~"
MIN. EDGE DISTANCE= 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
STEEL SHED
BASE
4"CONCRETE
PAD (MIN)
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
c:t:: •
...J a..
~~
C') 8" THICKENED SLAB
® ~!~N~yvALL BRACKET DETAIL
SIDE EQUALLY SPACED). MIN. 0 Ss>~_fRETE FOUNDATION DETAIL
TUFF SHED
Order#. P.O.# THESE DRAWINGS AND THE
--------------------11 DESIGN ARE THE PROPERTY
Custom;.::e..:...:r:________ Drawn By: PK OF TUFF SHED, INC. THESE
----------o DRAWINGS ARE FORA
Storage Buildings & Garages fflTUFF SHED, MFG. FACILITIES
Date: 12/6/16 BUILDING TO BE SUPPLIED
----------1 AND BUil T BY TUFF SHED.
Checked By: ANY OTHER USE IS
----------1 FORBIDDEN BY BOTH TUFF
-B-ui-ld-in_g_S-iz_e_:w-io-TH--L-EN-GT-H--H-EIG-HT--s-a-.FT-.AREA-Date: SHED AND THE ENGINEER OF
1-----------1 RECORD.
Scale: N.T.S.
Site Address:
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
NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED AS A
3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
TITLE
DETAILS
FBC, 6th EDITION (2017)
155C
DRAWING NO.
FL-PPTR-TR800-01
REV. LEVEL 01
SHEET 3
PAGE 3 OF 4
16 OCT
co
T"" --T"" 3'-0" T""
T""
T""
3X4 20 PLATES
1 EACH SIDE
3X4 20 PLATES
1 EACH SIDE
N --T""
r--.
I ;..
5'-0"
10'-0"
6'-0"
3X4 20 GA PLATES
1 EACH SIDE
3X4 20 GA PLATES
1 EACH SIDE
(0
T""
3X4 20 GA PLATES --LO
T"" 1 EACH SIDE C\I 3'-0" I ;..
C\I
f:e r--.
0
I
N
T"" --T""
T""
C\I
3X4 20 GA PLATES
1 EACH SIDE
3X4 20 GA
PLATES T""
T""
I ;..
3X4 20 GA PLATES
1 EACH SIDE 6'-0" 1 EACH SIDE
3X6 20 GA
PLATES
1 EACH SIDE
4'-0"
8'-0" co
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 1-2007
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, 155 mph, Exposure C, D.O.L.=1.60
6' SPAN
REACTIONS:
MAX. VERTICAL: 180 LBS.
MAX. UPLIFT: -150 LBS.
NOTE:
6'-0"
12'-0"
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: -195 LBS.
NOTE:
co
T"" --T""
T""
C\I
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: -250 LBS.
NOTE:
T"" --T""
T""
C\I
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 16FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
PLATES ARE MANUFACTURED BY EAGLE METAL
PRODUCTS, ICC-ES #ESR-1082.
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.
TUFF SHED 0 der # P.O.# THESE DRAWINGS AND THE r · ________ 1------------i DESIGN ARE THE PROPERTY
Customer: Drawn By: PK OF TUFF SHED, INC. THESE
=.:...:. ________ ---------; DRAWINGSAREFORA
Storage Buildings & Garages fflTUFF SHED, MFG. FACILITIES
Site Address:
Date: 12/6/16 BUILDING TO BE SUPPLIED
1------------t AND BUil T BY TUFF SHED.
Checked By: ANY OTHER USE IS
1------------i FORBIDDEN BY BOTH TUFF
B "Id" s· Date: SHED AND THE ENGINEER OF u1 mg 1ze:w,0TH -LENGTH -HEIGHT -sa. FT. AREA RECORD.
Scale: N.T.S.
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
3X6 20 GA
PLATES
1 EACH SIDE
12'-0"
12' SPAN
REACTIONS:
MAX. VERTICAL: 420 LBS.
MAX. UPLIFT: -290 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHE
TENSION TIE IS PROVIDED.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
TITLE
TRUSS DETAILS
FBC, 6th EDITION (2017)
155C
DRAWING NO.
FL-PPTR-TR800-01
REV. LEVEL 01
SHEET 4
PAGE 4 OF 4