120 Elliott Ave - BR18-003668 - SHED1
r
CITY OF
SANFORD
FIRE DEPARTMENT
Building & Fire Prevention Division
PERMIT APPLICA TION
Application No: 10 3 (acogk
Documented Construction Value: SS / 75 - 66
Job Address:/Rig /V . E6 m /105 Historic District: Yes No Parcel
ID: 30-P 9-.31-say" (00 " 0/ Residential Commercial Type
of Work. NeIR Addition0 Alterations Itepair Ilern o Change of Use Move14 Description
of Work: Plan
Review Contact Person: Scott Earl/Permit-It, LLC Title: Owner Phone: (
407) 985-2990 Ext 206 Fax: (360) 998-3228 Email: tuffshed@permit-it.com Property
Owner Information Name ///
Gt T7 u vZ--C 1 Z Phone: Street:
V / Resident of property?: S City,
State Zip: Contractor
Information Name
Tuff Shed, Inc./Tom Saurey Phone: (407) 985-2990 Street:
8524 E. Colonial Drive Fax: (360) 998-3228 City,
State Zip: Orlando, FL 32817 State License No.: CBC1253645 Arch
itect/E n9ineerInformation Name:
Richard Wills #76835/Tuff Shed, Inc. Phone: (303) 753-8833 Street:
1777 S. Harrison St. Ste 600 Fax: (360) 998-3228 City,
St, Zip: Denver, CO 80210 E-mail: tuffshed@permit-it.com Bonding
Company: N/A Mortgage Lender: N/A Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN POUR 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 VOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work. plumbing. signs. wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
1053 Shall be inscribed with the date of application and the code in effect as or that date: 61b Edition (2017) Florida Building Code Revised:
Janwvy I, 2018 Permil Application t o1a • 0 6
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.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City ofSanford requires payment of a plan review fee at the time ofpermit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing info mation is accurate and that all work will
be done in compliance with all applicable laws regulating ftstrpction and zoning.
Signature ofUt-ner/Agent Date Sag tunaSagtunarc
Print 0%%mer/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
2018
Date
O
Print Contractor/ ent's Namc
AA 04/ r7 /2018
Signat c of 1` ary-State of Nwid -- Dale --
Colorado MERLE LEVY
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20174023626
MY COMMISSION EXPIRES JUNE 6, 2021
Contractor/Agent is __\,/ _ Personal ly Known
Produced ID Type of ID N/A
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[] No # of Heads
Srt-4p
APPROVALS: ZONING: 9.27.Ao17& UTILITIES:
Cf
ENGINEERING: FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
COMMENTS: Ok tri 4a^ s fr+._t,l- ah /D-'Jr 12 l SAs+l 0 At Qor. crdAG 49 d
4 'J. 5 1-t4 $a 6 ^ 12lw^ .
Revised: January 1, 2018 Permit Application
Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018099070 Book:9200 Page:1675; (1 PAGES) RCD: 8/28/2018 8:08:00 AM
REC FEE $10.00
N
THWINSTRUMENT PREP ISD N, N ONO— Naiae: Tuff Shed `rry
NOTOCE OF COMMENCEMENT
CERTIFI'.CO'Y GRANT 1' .rlif)Y
CLER' OF TH "11'Cl!I i CO•. i .,
AK Car,' :'Et `• t'> It
SE ANOLE'V ,N cLortOA
BY
DEPUTY CLERK
Cate
1PenaftNtan : AUG 2 8 2U, I
P8=1 ID wu0 14 —0&,0 — 01 ZO Ire
undersigned hereby gives notlth ce atImprovementVN be made to amain Fall ly at ProPw, and In aeeordanee wllh Chapter 70. Florida Stakdw Ots following Information
Is Provided in INs Nc4ce of Commencement. I. 'DESCRIPTION
OF PROPERTY: (L° c'rE
Mla ga L'732ZSrF1L- GENERAL
DESCRIPTION OFIMPROVED9ENT: l
D' x a! 3L OWRZR.IkFOR1I9AT1 N MESS I
O T1.QN IF E LESSEE COS THwPR ENT•. me" and address: 151 I x
l l 7L. j 1 w lu . C(L /Uyf` . iZ, . • 32`7''1 J Interest In prope*w Owner , Fee Sbnple
Title Holder Of other than
owner hated above) Name Address' - a:1•coNTRACTOR: Name: Tuff Shed
Inc.
Uaense # CHC 1263646- prwo Number. 407282-2444 AdiMN: 8524 E Calomel Drive, Orlando, FL
32817 E SURETY (if appllcabler a copy of
the payment bond le attached): Name; WA Address- Amowt of Band: LENDEM Nam- Phone
Number: AdQ16ee: y - --,--- 7..
Persons within the Slats
of Flotldo
Designated by Owner upon whom nagce or other doemnente nW be served as provided by Sadao 713.13(1)(a)7., Florida BtoWfoo.
Name: WA Phone mumoar. -- Address' 8 In
addition. Owner dealpnWe . tore
We
a copy of the Llenore
Notts as.ptbwM In Secdon 713.13(1)(b). Flodde Sfthft..Phare number. t E1rplMon Date of Notice of Commmm.
on? (The expiragon Is 1ybar from date of record[M umeas a ditmd date is8pecl080 wA iuo 7b 'OWNER: ANY PAYMENTS MADE
BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMISOMEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER C APTER 713.
PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POETTED.ON THE JOB SITE'BEFORE THE FIRST INSPECTION. IFYOUINTENDTOOBTAINFINANGNO. CONSULT WITH YOUR LOWER OR AN ATTQRNEY JOB COMMENCING WORK OR RECORDING YOUR NOTICEOF
COMMENCEMENT. A,A C o. t- g Florida
Go" my of Yhatoregoing Inetr111nerrtvacs
acblowledged before me Ale 1th
day of l?1.f QI ( L $Q by YV (/,-f'i Yl , nY1 l
l D _ who Is personally knomm to no o OR . ome ere. 1 ctee.mru Who hoe
proddeod ldQndflc ftnXPtAw of Wandficoon
produced: BMEY U FOABES NoiaryPubrk-5ta1e0IF1w a Commission
aGG 152528
My CommEx0ms0c11&2021
J•' IudM theurj Maor'
d I,eroybv.
TUFF SHED*
Storage Buildings a Garages
1777 South Harrison Street, Suite 600 • Denver,CO 80210
office:303-753-8833 • facsimile:303-474-5520
LIMITED POWER OF ATTORNEY
Date: 07/17 /2018
I hereby name and appoint: John Hunt
an agent of: Tuff Shed Inc.
Name of Company)
to be my lawful attorney -in -fact to act for to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
All permits and applications submitted by this contractor.
or
The specific permit and application for work located at:
406 sw?e-d, FL
Street Address)
Expiration Date for This Limited Power of Attorney: 07/30/2019
License Holder Name: Tom Saurey (Tuff Shed Inc.)
State License
Number:
Signature of License Holder:
State of Colorado
County of Denver
The foregoing instrument was acknowledged before me thisz-2(Na3rof July , 2018,
by Tom Saurey who is personally known to me and who did not take an
oath.
Stephanie Butler
ign tur o o y Print or type Notary Name
Notary Public - State of COLORADO
STEPHANIE BUTLER Commission No. 20024017819
NOTARY PUBLIC My Commission Expires: 10/11/2021
STATE OF COLORADO
NOTARY ID 20024017819
W COMMISSION EXPIRES OCTOBER 11, 2021
www.luffshed.com
NOTES:
1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAY Boundary LANDOUI1ry
BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. NO EASEMENTS PROVIDED.
SURVEYORS
And LB 4565
PROPERTIES ARE SUBJECT TO COVENANTS, RESTRICTIONS, EASEMENTS AND SETBACKS OF RECORD. Mapping2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. SEPTIC IF SHOWN IS +l . PP 9
3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED Associates, Inc.
UPON OR USED BY ANY OTHER ENTITY.
4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 109 WEST ORANGE STREET
BOUNDARY LINES. BOUNDARY BEARINGS AND DISTANCES ARE SHOWN AS PLATTED UNLESS DENOTED AS MEASURED. ALTAMONTE SPRINGS, FL.
5. BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). 32714
6. PROPERTY HEREON LOCATED IN ZONE " X " PER F.I.R.M. COMMUNITY PANEL NO. 12117C 0070 F DATED 09-28-07. PH. (407) 696-1155
7. BUILDING LINES SHOWN, REPRESENT BUILDING WALLS. EAVES, IF ANY, NOT LOCATED OR SHOWN.
I
i
Property Address: 120 N. ELLIOTT AVENUE LOT 11 0
NEIGHBORS
RIVEWAY O 2RECX-CUTi
ON DRIVE 0.1'x OFF/891.'r n r REC i 1H' v5853E150.39 (M) & (D) I.P. fro# ° 50.0'
a" /
P.P. v ..
j
LOT 5 i LOT 12 0
40 vvo BLOCK 6o
J ID Q _
1 W OCn
O
SCALE 1" = 4 ° c oNI r
Cl) 24 .1' w LOCK v W C—
OVERED 4 ° wALL LOT 13 ° OLOT6 '' 2' WELL ° ,
1-STORY BLOCK 6 v -4
BLOCK
N -+ 15.4' yCD4NoCOVER
c °o°° "
2 `' 193 ° ° o m
W °°ooa ° 0 4.2' 22.4'
26LOCKY
o ---- -- - ---- --- ee—RESIDENCE-- °° ° QD CZ
v o 0 34;9'___-_ LOCK
cn 111-6WALL #120
a
14 0' cov`-- 4.0' ED8.8Nf0' rn9ENTRYPP. 12.N v I Uj °
16.r 34.r LOT
7 Qo LOT 14 1 `r' BLOCK 6 V
D 50.0' REC11/4- m v I.
P. LS4243 ° v
REC 1 1M' vvv
vo vv 000v000vv vcvvvvvovvvvvvoovvvvvv ovvv cvvvvv vavoovvvv I.P. NO# P.
P. N 90°00'00" E (BB)162.46'(M) & (D) bo C/
L EAST SECOND STREET DESCRIPTION:
LOT 12,13 & 14, BLOCK 6, MAYFAIR, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE(S) 35, OF
THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ORDERED
BY: CERTIFIED
TO: MARTIN
GONZALEZ USAA
FEDERAL SAVINGS BANK FIRST
SERVICE TITLE OF FLORIDA, LLC STEWART
TITLE GUARANTY COMPANY First Service Title of Florida 1755
W Broadway St Oviedo, FL 32765 Phone: (
407) 359-1404 JOB
NO.: 15-2034' LEGEND
CONCRETE °o °. zrr ! PAVERS / T
BRICK boundary survey performed under the direction of Vtttuly REC. - REC[RONOPIPEEDPRC- POINT OF REVERSE CURVE authorized
abouthereoonnandIDATE: I.C. - ILLEGIBLE CAP # R P. -RADIUS POINT G:•" F
he dateofthesurveyFrC.gpf f /i listed FIELD: 09-27-15 C.M. - CONCRETE MONUMENT R - RADIUS certified only to those persons and/or entities \ p'LF¢} f hereon The
boundary survey meets the minimum r SIGNED: 09-
28-15 RB - REBAR
L - LENGTH OF ARC RAD. - RADIAL
S.E.- SIDEWALK EASEMENT N.R. -
NOT RADIAL U.E.- UTILITY EASEMENT N&D -
NAIL& DISC D.E.- DRAINAGE EASEMENT N. 6621t1
technical standards
as set forth by the Florida Board W. v4+
of ProfessionalSurveyorsandMappersinChapterf77- • _ 5J-17C. to 472-027 Florida DRAWN BY: KRM P.C.:
JB P) - PER
PLAT L.E: LANDSCAPEEASEMENT M) - AS
MEASURED P.E: POOL EQUIPMENT pu suant
secti n ; ? Sta STATE
F y F•
i 'P "fLOR1 D) PERDESCRIPTIONP.P.- POWER POLE IRE FENCE
V:: CHECKED
BY:
RWJ P.C. - POINT OF CURVATURE $ WOODEN FENCE RODNE W. JACKS , PSM 6281 P.T. -
POINT OF TANGENCY - e - VINYL FENCE RAN -RIGHT-
OF-WAY —A--ALUMINUM FENCE Not valid without the signature and the original raised seal of a Florida licensed surveyor and ma 9Y pper.
NOTES:
1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAY Boundary LAND
BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. NO EASEMENTS PROVIDED. SURVEYORS
AndPROPERTIESARESUBJECTTOCOVENANTS, RESTRICTIONS, EASEMENTS AND SETBACKS OF RECORD. LB 4565
2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. SEPTIC IF SHOWN IS -q-. Mappingpp9
3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED Associates, Inc.
UPON OR USED BY ANY OTHER ENTITY.
4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 109 WEST ORANGE STREETBOUNDARYLINES. BOUNDARY BEARINGS AND DISTANCES ARE SHOWN AS PLATTED UNLESS DENOTED AS MEASURED. ALTAMONTE SPRINGS, FL. 5. BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). 32714
6. PROPERTY HEREON LOCATED IN ZONE " X " PER F.I.R.M. COMMUNITY PANEL NO.12117C 0070 F DATED 09-28-07. PH. (407) 696-1155
7. BUILDING LINES SHOWN, REPRESENT BUILDING WALLS. EAVES, IF ANY, NOT LOCATED OR SHOWN.
4
Property Address: 120 N. ELLIOTT AVENUE LOT 11
NEIGHBORS eFF S N,G k f'--" G• n V /
REC XCIIT11
RIVEWAY
T'•- /C/ f s-
114' ° 89 58 53 E 150.39 (M) & (D) I.P. NO# 50.0`1ONORIVEv
0.
1't OFF o i u r REC 1114.895853I
P.P. .,.. v Li "
w
e
LOT
5 J LOT 12 ° QF °
000 BLOCK 6 0 o
v v 0
i1
W O N o N O
SCALE
1" = 40' o 0 1—
Cl)
24.1' w LOCK `s r OVERED °
WALL LOT 13 r LOT
6 ( — 2. BLOCK
6 /WELL 1-
STORY r 3: o° BLOCK -+ COVvo
g154' Ci/ iM193—' oo Z
d2-STORY w o voo ° 04.2' 22.4' ; BLOCK m 0 — - --- - _ RESIDENCE - v°o°v yj g' v LOCK #120 ^ j
WALL 140' D 8OVTYP.P.° I v°° 167'
JLOT
LOT4BLOCK6
NOR N v° 50.
0'
REC 11/4' m I.P.
LS 4243 v REC 1 1/4' vvv V
0000voovovvvvovvvvoovv0000vovvvvovovovovvov00000vvvool.P. NO# c P.
P.
N 90°00'00" E (BB)162.46'(M) & (D) o 0 0
M M
CIL EAST
SECOND STREET DESCRIPTION: LOT
12,13 & 14, BLOCK 6, MAYFAIR, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE(S) 35, OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ORDERED BY:
CERTIFIED TO:
MARTIN GONZALEZ
USAA FEDERAL
SAVINGS BANK FIRST SERVICE
TITLE OF FLORIDA, LLC STEWART TITLE
GUARANTY COMPANY Firservjce Title of Florida 1755 W Broadway
St Oviedo, FL 32765 Phone: (407) 359-
1404 JOB NO.: 15-
2034 LEGENDuldwill ovvv PAVERS
CONCRETEvvvovvvBRICKboundssurveyperformedunderthedirectionofboundary Y\111II// Yyi/ is REC. - RECOVERED ° I.P. - IRON
PIPE PRC- POINT OF REVERSE CURVE the undersigned. Survey
authorized on or W. L :• about the
dateofthesurveyshownhereonand .• i r i $' / DATE: FIELD: 09-27-
15 c. • ILLEGIBLE CAP #
R.P. -RADIUS POINT C.M. - CONCRETE
MONUMENT R - RADIUS certified only to those persons and/or entities listed hereon The boundary
survey meets theminimum c' No 6281 -Z SIGNED: 09-28-
15echnical RB - REBAR L -
LENGTH OF ARC RAD. -RADIAL S.
E.S.E.-SIDEWALKEASEMENTN.R. - NOT
RADIAL U.E.- UTILITY EASEMENT standards as set
forth b the Florida Board a / • _ Y of
ProfessionalSurveyors
and Mappers in Chapter _ .c .• : a_ Florida
DRAWN BY: KRMN&D - NAIL& DISC D.E: DRAINAGE EASEMENT P) - PER PLAT
L.E: LANDSCAPE EASEMENT M) - AS MEASURED
P.E.. POOL EQUIPMENT 5J-17 C.
pursuant to secli n 472-027 , sla % ;• STATEF .
F P./•^% P.
C.:JBD) PER DESCRIPTION P.P.- POWER POLE ON LINEV..O`
FENCE hQ.CnRIO.L. RODNE W. JACKS PSM 6261 7/lll CHECKED BY: RWJP.C. - POINT OF CURVATURE $ WOODEN FENCERS P.T. - POINT
OF TANGENCY —e • VINYL FENCE RNJ - RIGHT-OF-
WAY —A-- ALUMINUM FENCE Not valid without thesignatureand theoriginal raised seal of a Florida licensed surveyor and mapper.
NOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): V„n = 155
Vesd = 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)
IMPORTANCE FACTOR: (Iw): 1_0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1)
WIND PRESSURE (pso (ASD VALUES) 59 PSF (ZONE 2.3)
BASED ON 10 SO FT) WALL: 34 PSF (ZONE 4)
42 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: +0.18
ENCLOSED BUILDING) -0.18
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. MARLYNMETALS, INC METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL8393.5-R5 AND #FL8393.7-R5.
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.
8.OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING -
FLORIDA BUILDING APPROVAL #FL16391.1-R2.
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
16d a@ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
SR600 - 5'-8 1/4" (681/4")
TR700 - 6-8 1/4" (801/4")
PR - 6'4 1/2" (76 1/2")
UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
SR600, TR700, PR
OVERHANG OPTIONS
w
10 J
ip
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
12 FLORIDA APPROVED OWENS
CORNING OAKRIDGE 30 YEARs
4 SHINGLES - FL10674-R10
OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218-R2
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
I t _ UP TO 12' WIDE
ip
OBUILDING SECTION
SCALE N T S
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
LEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
BASE PIATE
KING STUD
FOR WINDOW OPENINGS UP TO 4'-0"
3 WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE* N T S
SEE THE TRUSS
CONNECTION
DETAIL - DETAIL 2
WALL FRAMING TO BE
2x4 SPF #2 OR BETTER
a@ 16" O.C.
IF BUILDING -IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED -
ONE SO INCH VENT
FOR EVERY ONE SO FT
OF BUILDING
RAFTER
SIMPSON H2.5A PLATE ON
INSIDE AT EACH RAFTER
OUBLE TOP PLATE
FOR OPENINGS
DOOR HE3BFORSIDE
RIPPLES (IF REQ.)
WALL TOP PLATES
SIDING
STUDS
OTRUSS TO WALL
CONNECTION DETAIL
SCALE N T.6
EADERS FOR
3PENINGS ITO 4'-0"
USE (2) 2x4F #2
3PE INGS" TO 6'-0"
USE ((2) 2x6f1T #23PENINGSTO V-0"
USE (2) 2x8F #2
L
TOE NAIL WITH (3)
16d NAILS, (2) ONE
SIDE, (1) OTHER
SIDE
CRIPPLE STUD
HEADERS FOR: I
OPENINGS UP TO 6'-0" USE 2 2x4 SPF #2
OPENINGS 6'-1" TO 8'-0" USE (2) 2X6 SPF #2
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
4 HEADER DETAIL FOR
END WALLS
SCALE N T S
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
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
TUFF SHED, INC.
ENGINEERING DEPARTMENT
N L - E 'r 'isF • i'
No 76aas
STq E OF9 •'
i 0,c. ••,'` < P 4
i SSIONALENG\
TITLE
BUILDING SECTIONS
HEADER FRAMING DETAILS
FBC. str, EDMON (2017)
1
DIiAYY1NG NO.
FL -SR TR-01DrawnBy: PK
Date: 8/15/16 RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER COLORADO 80210
303) 753-8833 EXT. 96315
REV. LEVEL 01
Checked By: SHEET
Building Size:W10TN.LENGTN.NEKr/fT-sa FT Date:
Scale: N.T.S. PAGE 1 OF 4
1111111/
WM 9ff Poll0
DOOR HANDLE AND STRIKE
SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER
TOP VIEW MANUFACTURER'S
SCALE NTS INSTRUCTIONS. USE #8 x 2-1/4"
BOLT LATCH ON FIXED DOOR FOR
SQUARE DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
ATTACH(([[
AA)) #
8 x 2" SQUARE DRIVE WOOD
LLTATCHAT
ATTACH BOLTOFTCH
THE
IVEOD DOOR.
SCREWS.
DRIVE WOOD CASSEMBLYWITHREWSx2-1/4" SQUARE
D6 DOUBLE DOOR ASSEMBLY
TOP VIEW
SCALE. N TS I
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
ODOUBLE DOOR ASSEMBLY
SIDE VIEW
SCALE N.T S
EXTERIOR DOOR SHEATHING
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR 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. COMBINEDUSEDWIDTHLENGTHEDGENAILINGNOTE2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
6' 6'-24' 8d NAILS 0 6" O.C. UP TO 12' 4'
8' 8'-24' 8d NAILS 0 6" O.C. UP TO 12' 4'
10, 10'-24' 8d NAILS @ 6" O.C. 18d UP TO 12' 5'
10' 10'-24' 8d NAILS @ 4" O.C. UP TO 12' 4'
12' 12'-24' NAILS @ 6" O.C. UP TO 12' 7'
12' 12'-24' 18d NAILS @ 4" O.C. UP TO 12' 5'
12' 1 12'-24' 18d NAILS @ 3" O.C. UP TO IT 4'
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
PER DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
3 HINGE ASSEMBLY
FRONT VIEW
SCALE. N T S
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 801/4" ON SINGLE HUNG DOORS AND 96" x 801/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
TUFF SKED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Address:
LENGTH - HEIGHT -SO
P.O. #
Drawn By: PK
1 Date: 8/15/16 1
Checked By:
Date:
Scale: N.T.S.
ROOF SHEATHING 7/16" OSB)
WIDTH LENGTH FIELD NAILING EDGE NAILING
6' 6'-18' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
8' 8'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
10, 10'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
12' 12'-24' 18d NAILS @ 12" O.0 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 8'-0"
3. ' 6' WIDE X 6'-9' 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. THE
END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN
WALL ON EACH SIDE OF THE OPENING.
4. USE COMMON OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6' X 1V-18' THE 3' OOR IN THE END Wp
WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL O NE
SIDE AND A V PANEL ON THE OTHER SIDE OF THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHE;ONE
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
MIN 2'-0" RTN WALLS ON EACH END OF WALL- -MIN 2'-0" WALL SEGMENT
6" O.C.SEE NOTE 3
10'-12' 3" O.C. (BS) 2' RE: NOTE 6
8' 8'-10' 6" O.C. MNAILS 3' 5'
8' 12'-14' 4" O.C. 3'
8'16'-20' 3" O.C. 3'
8' 8' 8d NAILS @ 6" O.C. 4' 4'
8' 10'-12' 8d NAILS @ 4" O.C. 4' 4'
8' 14'-16' 8d NAILS @ 3" O.C. 4' 4'
10' 1V-14' 8d NAILS A 6" O.C. 3' 7'
10' 16'-20' 8d NAILS @ 4" O.C. 3' 7'
10' 22'-24' 8d NAILS a 3" O.C. 3' 7'
10' 10'-12' 8d NAILS@ 6" 6'
10' 14'-18' 8d NAILS 0 4" O.C. 4' 6'
1V 20'-22' 8d NAILS 3" O.C. 4' 6'
10' 10'-12' 8d NAILS 0 4" O.C. 6'
10' 1 14' 8d NAILS 3" O.C. 6' 4'
12' 12'-14' 4' 8'
12' 16'-22' 4' 8'
12' 24' 4' 8'
12' 12 -16 6'
12 18-22 6'
12' 1 12'-14' 8' 1 4'
NSF
N.76835
TA E OF
0A10PFSci. .
TITLE
DOOR DETAILS
NAILING REQUIREMENTS
FBC, Sth EDITION (2017)
155C
DRAWING NO.
FL-PRSR TR-01
REV. LEVEL 01
8NEET 2
PAGE 2 OF 4
NiiLLnN
12-14 X 3" HEX HEAD —
SELF -DRILLING SCREWS
3/4" APA OR TECO RATE[
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 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 H8" PACING
6'-12' O.C.
OSTEEL SHED BASE DETAIL
SCALE. N T S
1. STEEL SHED FOUNDATION:
600T125-054 -16 GAUGE STEEL TRACKS G140 ZINC COATED
600S137-054 -16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK:
600T125-054) ICC ER-4943P.
I 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
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.
SIDING STUD
TRIM
3/8" NYLON
3/8" CARRIAGE LOCK NUT
BOLT (GRADE 2)
Z BASEPLATE
FLOOR PLYrz: OTI 7SWB
OR- I
OT24SWB
6"
IN gn
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 1/4" STEEL SHED
MIN. EDGE DISTANCE = 6" BASE
ANCHOR SPACING: RE: KWIK 4" CONCRETE
BOLT ANCHORS TABLE, SHEET 3 PAD (MIN)
OSIDEWALL BRACKET DETAIL
SCALE: N T S
KWIK BOLT ANCHORS
LINTO CONCRETE]
E: DETAIL 3 SHEET 3
WIDTH LENGTH QTY
6' 6'-10' 6
6' 12'-18' 8
8' 8'-14' 6
8' 16'-20' 8
8' 22'-24' 10
10, 10'-16' 6
10, 18'-24' 8
12' 12'-18' 6112' 20'-24' 8
NOTES: I z
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS j
V TRIM
SIDING
2X4X2,
BLOCK
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
z 3/8r0 x r CARRIAGE
BOLT AND LOCKNUT
v CORNER STUD
0
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
OR-
OT24SWBSIDEWALL 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 5,080 LBS
SIDING
111:I1ul
AUGER ANCHORS
WIDTH LENGTH OF ANCHORS
6' 6-18' 4 ANCHORS
8' 8'-24' 4 ANCHORS
10'-24' 4 ANCHORS
12' 12'-24' 4 ANCHORS 71
N END WALL I
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
SCALE: N T S
in ri
GRADEIII
2. PROVIDE (1) ANCHOR AT EA. CORNER 0OFTHEBUILDING. THE REMAINING
ANCHORS EQUALLY SPACED ALONG THE U
LENGTH OF THE BUILDING. (1/2 THE
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED).
UCON( SCALE N T S
TUFF SHED
Order #.
Customer:
P.O. #
Drawn By: PK
Storage Buildings & Garages Date: 8/15/16
Site Address:
TUFF SHED, MFG. FACILITIES Checked By:
Building Si2:e:WIDTH• LENGTH. HEIGHT. SO Fr AREA 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
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
303) 753-8833 EXT. 96315
UNHEATED SPACE
4-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
ANCHOR BOLT & CONTINUOUS FOOTING NOTES
P.T. SILL PLATE 1. TOP OF SLAB TO BE 6"MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
PER NOTES BELOW BE WWF 6X6 WIAXW1.4 . LOCATE AT MID -DEPTH OF SLAB.
OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
TOP & BOTTOM THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
CONCRETE FLOOR 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 1r BELOW GRADE.
z 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Tc = 2500 PSI.
A 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE60. 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
B 1/P' OIA X 8' LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
8 EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5' INTO THERINFORCEMENTCONCRETEANDSHALLBESPACEDNOTMORETHANVOC.
P NOTES BELOW C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN I NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
rHl KENED SLAB
IIIIII//
N ,
TTI'LE DRAWING NO.
E
S'••• /// F .S FL-PRSR TR-01
DETAILS
76835
REV. LEVEL 01
FBC. 6th EDITION (2017) SHEET 3SAOFTO•q OP'•.'IL
Q 1
PAGE 3 OF 4
11111111
3X4 20 PLATES
3'-0" 1 EACH SIDE
12
Qa
00
O0
w 6'-0"
N
co
ao 3X4 20 PLATES M
n 1 EACH SIDE
4'-0"
4'.2 2.
12
Qa
1 r T
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)
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
N
3X4 20 GA PLATES
1 EACH SIDE
11,60
12
Qa
18.0°
10'-0"
N
3X4 20 GA PLATES
6'-0"
1 EACH SIDE
6:3 11/160
12
Qa
3X6 20 GA —
PLATES
1 EACH SIDE
6'-0"
12'-0"
6' SPAN
REACTIONS:
MAX. VERTICAL: 205 LBS.
MAX. UPLIFT: -160 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10' SPAN
REACTIONS:
MAX. VERTICAL: 510 LBS.
MAX. UPLIFT: -250 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT ILL: 0.06 in.
VERT TL: 0.08 in.
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT: -195 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
12' SPAN
REACTIONS:
MAX. VERTICAL: 630 LBS.
MAX. UPLIFT: -285 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
WIND:
ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO N
ICC-ES #ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI.
t1 III
Order #. P.O. # THESE DRAWINGS AND THE
DESIGN AE RETPROPERTY TUFF SHED, INC. ••• .< /i i/ TM.E DRAWING NO. TUFF
SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT • • • S F'' :s FL -PR -SR TR-01 DRAWINGS
ARE FORA TRUSS DETAILS Storage
Buildings Bi Garages Date: 8/15/16 BUILDING TO BE SUPPLIED No. 6835 Site
Address: AND BUILT BY TUFF SHED. RICHAIZD
J. WILLS, P.E. _ * _ may, Lrv1EL 01 TUFF
SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS — — 8524
EAST COLONIAL DRM FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET — FBC, 6th EDITION (2017) SHEET ORLANDO,
FL 32817 Date: SHED AND THE ENGINEER OF DENVER COLORADO 80210 i ' ; 4 see)
788 TUFF Building Size:NncTH.LENGTH•HE+T-$0 F AREA TAT OF 4 9 •,. STORE
5zo Scale: N.T.S. RECORD (303) 753-8833 EXT. 96315 i 0,Fo R v P.•\ 155C [PAGE
4 OF 4
NOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): V„n = 155
Vaw = 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)
IMPORTANCE FACTOR: (Ir ): 1_0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1)
WIND PRESSURE (psQ (ASD VALUES) 59 PSF (ZONE 2, 3)
BASED ON 10 SO FT) WALL: 34 PSF (ZONE 4)
42 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: +0.18
ENCLOSED BUILDING) -0.18
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. MARLYNMETALS, INC METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL8393.5-R5 AND #FL8393.7-R5.
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.
8.OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING -
FLORIDA BUILDING APPROVAL #FL16391.1-R2.
UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
SR600, TR700, PR
OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE TOE NAIL WITH (3)
COLLAR TIE REQUIRED ONLY AT SI
NAILS, (2) ONE
1) OTHER
12' WIDE SHEDS, SEE TRUSS CALCULATIONS SIDE
12 FLORIDA APPROVED OWENS RAFTER
CORNING OAKRIDGE 30 YEARQ4SHINGLES - FL10674-R10
OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218-R2
SIMPSON H2.5A PLATE ON
SEE THE TRUSS INSIDE AT EACH RAFTERwCONNECTION
J DETAIL - DETAIL 2 WALL TOP PLATES
Co Q WALL FRAMING TO BEzo
2x4 SPF #2 OR BETTER SIDING
SEE SHEET 3 FOR STEEL FLOOR WITH @ 16" O.C.
ANCHOR DETAIL OR FOUNDATION DETAIL L_ IF BUILDING IS LOCATED STUDS
I IN A FLOOD ZONE THEN
UP TO 12' WIDE FLOOD VENTS AND PRESSURE
o TREATED STUDS ARE REQUIRED - TRUSS TO WALL
ONE SO INCH VENT
O BUILDING SECTION FOR EVERY ONE SO FT O CONNECTION DETAIL
SCALE N T S
SCALE N.TS OF BUILDING
DOUBLE TOP PLATE
CRIPPLES (IF REQ.) DOUBLE TOP PLATE
CRIPPLE STUD
HEADER NAILING: HEADERS FOR CRIPPLES (IF REQ.)
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
OPEN)
2x
UP
F #
4'-0" HEADERS FOR
USE (:) 2x4 SPF #2 OPENINGS UP TO 4'-0"
16d aO 16" STAGGERED FACE NAIL USE 2) 2x4 SPF #2
OPE INGS 4'-1" TO 6'-0"
NAILING: USE 2) 2x6 SPF #2
OPE INGS V-1" TO V-0"
2x4 WINDOW SILL USE 2) 2x8 SPF #2
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
FLOOR DECKING ING UD TRIMMER STUD
TRI R HEADERS FOR: _j
MAX WALL HEIGHT FOR EACH SHED: BASE PLATE BA TE OPENINGS UP TO 6'-0" USE 2 2x4 SPF #2
SR600 - V-8 1/4" (681/4") FLOO ECKINGKINGSTUD OPENINGS 6'-l" TO 8-4- USE (2) 2X6 SPF #2
TR700 - V-8 1/4" (80 1/4") REFER TO THE DOOR DETAIL (SHEET 2) FOR
PR - 6'4 1/2" (76 1/2") FOR WINDOW OPENINGS UP TO 4'-0" FOR OPENIN UP O 8 THE DOOR DESIGN
WINDOW HEADER DOOR
FOR SIDE WALLS
DETAIL 36 OR SI W ETAIL ®
END WA LHEADERSTAILFOR
SCALE' N TS SCALE. N.T.S.
Order #. P.O. # THESE DRAWINGS AND THE
TUFF SHED, INC. / / TIME DRAWING NO.
DESTUFFSHEDCustomer. Drawn By: PK OF TUFFF SHED, INC.
GN ARE THE PROPERTY
SE ENGINEERING DEPARTMENT
c N SF`S' FL -PR -SRTR-01
DRAWINGS ARE FOR A = Nv 835
BUILDING SECTIONS
Storage Buildings & Garages I Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. _ k: _ REV. MEL 01SiteAddress: AND BUILT BY TUFF SHED. — _ HEADER FRAMING DETAILS
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET FBC 61h EDITION 201 SHEETFORBIDDEN8YBOTHTUFF % -p : J TI 1
Building SIZe.NAOTN•LENGTH - HEIGHT -SG FT. AMA Date. SHED AND THE ENGINEER OF DENVER, COLORADO 80210 -A% TE
Scale: N.T.S. RECORD (303) 753-8833 EXT. 96315 '',S,S o R I o...\t l 1
PAGE 1 OF 4
llllll ! 1111111
SINGLE DOOR ASSEMBLY
TOP VIEW
SCALE N T S
BOLT LATCH ON FIXED DOOR FOR
ATTACH M BOLT LATCH AT THE TOP AND
VIXETHEDDOOR. ATTACHETTCHLTLATCHATTHEEACHOBOTTOLTOLATCH
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 ASSEMBLYYBTOPVIEW
SCALE N TS. I
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
ODOUBLE DOOR ASSEMBLY
SIDE VIEW
SCALE N T S.
EXTERIOR DOOR SHEATHING
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR 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'-24' 8d NAILS 6" O.C. UP TO 12' 4'
8' 8'-24' 8d NAILS 6" O.C. UP TO 12' 4'
10, 10'-24' 8d NAILS @ 6" O.C. UP TO 12' 5'
10, 10'-24' 8d NAILS @ 4" O.C. UP TO 12' 4'
12' 12'-24' 8d NAILS @ 6" O.C. UP TO 12' 7'
12' 12'-24' 1 18d NAILS @ 4" O.C. UP TO 12' 5'
12' 12'-24' 18d NAILS @ 3" O.C. UP TO 12' 4'
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
INTERIOR DOOR SHEATHING
16" OSB WITH
HINGE ATTACHMENT
3) TUFF SHED HINGES
PER DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
3 HINGE ASSEMBLY
FRONT VIEW
SCALE' N T S
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 801/4" 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
Order #.
Customer:
Address:
LENGTH - HEIGHT - SG. FT
P.O. #
Drawn By: PK
1 Date: 8/15/16 1
Checked By:
Date:
Scale: N.T.S.
ROOF SHEATHING 7/16" OSB)
WIDTH LENGTH FIELD NAILING EDGE NAILING
6' V-18' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
8' 8'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
10, 10'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
12' 12'-24' 8d NAILS @ 12" O.0 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 8'-0"
3. ' 6' WIDE X 6'-9' 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. THE
END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN
WALL ON EACH SIDE OF THE OPENING.
4. USE COMMON OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6' X 10'-18' THE YIJOOR IN THE END WA
WILL NEED TO BE OFF SET. THERE WILL BE A T PANEL ON ONE
SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHE N
BOTH SIDES. f
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
MIN 2'-0" RTN WALLS ON EACH END OF WALL- •MIN 2'-0" WALL SEGMENT
8d NAILS @ 6" O.C. 3' SEE NOTE 3
8d NAILS @ 3" O.C. (BS) 2' RE: NOTE 6
8' V-10' 8d NAILS 6" O.C. 3'
8' 12'-14' 8d NAILS 4" O.C. 3'
8' 16'-20' 8d NAILS 3" O.C. 3'
8' 8' 8d NAILS 6" O.C. 4' 4'
8' 10'-12' 8d NAILS 4" O.C. 4' 4'
8' 14'-16' 8d NAILS @ 3" O.C. 4' 4'
10' 10'-14' 8d NAILS 6" O.C. 3' 7'
10, 16'-20' 8d NAILS 4" O.C. 3' 7'
10' 22'-24' 8d NAILS 3" O.C. 3' 7'
10, 10'-12' 8d NAIL 6" O. . 6'
10, 14'-18' 8d NAILS 4" O.C. 4' 6'
10' 20'-22' 8d NAILS @ 3" O.C. 4' 6'
10' 1 10'-12' 8d NAILS 4" O.C.
10' 14' 8d NAILS 3" O.C. 6 4'
12' 12'-14' 8 4' 8'
12' 16'-22' 4' 8'
12' 24' 8d NAILS @ 3= 4' 8'
2' 12'-16' 61 6'
12' 1 18 -22 6 6'
12' 1 12'-14' 8' 4'
S4;
76835
TATOF Ei ,
c
S' V D'J O P TITLE
DOOR
DETAILS NAILING
REQUIREMENTS FSC,
6th EDMON (2017) DRAWING
NO. FL-
PRSR TR-01 IREV.
LEVEL 01 1 I SHEff
2 I 155C PAGE
2
OF 4
12-14 X 3" HEX HEAD I
SELF -DRILLING SCREWS I
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC 1.
10 X 3/4" PAN 0010HEADSELF -DRILLING
SCREWS (2 PER TAB)
VENT HOLES @ 24"
OC7ENDOPTIONALLEVELINGB
2X6 STEEL TRACK EACi BASE
PLATE SCREW SPACING WIDTH
SPACING c V-
12' 8" O.C. OSTEEL
SHED BASE DETAIL SCALE
N T S SIDING
TRIM
3/
8" CARRIAGE BOLT (
GRADE 2) OT17SWB
OR-
OT24SWB
1/
2" HILTI KWIK BOLT TZ STAINLESS
STEEL 304 EMBEDMENT
DEPTH = 2 1/4" MIN.
EDGE DISTANCE = 6" ANCHOR
SPACING: RE: KWIK BOLT
ANCHORS TABLE, SHEET 3 1.
STEEL SHED FOUNDATION: 60OT125-
054 -16 GAUGE STEEL TRACKS G140 ZINC COATED 600S137-
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 @ 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 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 W x 8" x 16". BLOCKS
UNDER JOISTS SPACED @ 8'4" O.C. MAXIMUM. BLOCKS
UNDER TRACK SPACED @ 4'4" O.C. MAXIMUM. STUD
3/
8" NYLON LOCK
NUT z
rBASEPLATE FLOORPLY C_
7 STEEL
SI BASE
4
CONCRETE PAD (
MIN) OSIDEWALL
BRACKET DETAIL SCALE:
N T SKWIK
BOLT ANCHORS INTO
CONCRETE] RE:
DETAIL 3 SHEET 3 WIDTH
LENGTH QTY 6'
V-10' 6 6'
12'-18' 8 8'
8'-14' 6 8'
16'-20' 8 8'
22'-24' 10 10,
10'-16' 6 10,
18'-24' 8 12'
12'-18' 6 112' 20'-24' 8 TRIM
SIDING
2X4X2'
BLOCK
ATTACH
BRACKET TO STUD
THRU HOLE IN ANCHOR
PLATE WITH z
3/800 x 4• CARRIAGE BOLT
AND LOCKNUT CORNER
STUD AUGER
ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES PART
NUMBERS: OT3644GPMP-
5/8" X 36" (36" IMBED) GALVANIZED AUGER OTI7SWB -
SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT
NO. LO-FJ90129-A OR-
OT24SWBSIDEWALL
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 5,080 LBS SIDING
TRIM
AUGER
ANCHORS WIDTH
LENGTH OF ANCHORS 6'
V-18' 4 ANCHORS 8'
8'-24' 4 ANCHORS 10,
10'-24' 4 ANCHORS 12'
12'-24' 4 ANCHORS 4-
ANCHORS PROVIDE (1) AT EA. CORNER
OF THE BUILDING. L
ANCHOR BRACKET TO
BE FLUSH WITH OAUGER
ANCHOR DETAIL EDGEOF TRIM SCALE
N T S 1
3/4' FINISH —
0. its Y
NOTES:
to 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2.
PROVIDE (1) ANCHOR AT EA. CORNER 3" CLR. OFTHEBUILDING. THE REMAINING U 0. TYP
ANCHORSEQUALLYSPACEDALONGTHELENGTH
OF THE BUILDING. (1/2 THE cq 8" REMAININGANCHORSONEA. LENGTH SIDE
EQUALLY SPACED). MIN. OCONCRETE
FOUNDATION SCALE'
N T S TUFF
SHED Order
S. Customer:
P.
O. # Drawn
By: PK Storage
Buildings & Garages Date: 8/15/16 Site
Address: TUFF
SHED, MFG. FACILITIES Checked By: Building
Size:wvrH. LENGTH. HEIGHT• SG. Fr. AREA 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
UNHEATED
SPACE ANCHOR
BOLT & CONTINUOUS FOOTING NOTES P.
T. SILL PLATE 1. TOP OF SLAB TO BE 6• MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL PER
NOTES BELOW 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 TOP &
BOTTOM THROUGH CONCRETE W1 MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2.
ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING CONCRETE
FLOOR 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. a
i 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 SLAB
1/2" DIA X 6" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS. B.
EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5' INTO THE REIN
O CEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN 6.00. PER
ES BELOW C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE rOWITH1BOLTLOCATEDNOTMORETHAN12' NOR LESS THAN 7 BOLT DIAMETERS
FROM EACH END OF EACH PIECE, TUFF
SHED, INC. ENGINEERING
DEPARTMENT No
76835 RICHARDJ. WILLS, P.E. 1777
S. HARRISON STREET DENVER,
COLORADO 80210 O,9 ;. AT OF 303)
753-8833 EXT. 96315 0'cFOR•tO a( TITLE
DRAWING NO. FL -
PR -SR TR-01 DETAILS
REV.
LEVEL 01 FBC,
ft EDR10N (2017) SHEET 3 155C
PAGE
3 OF 4 Y11/
l111111I110
r! 3X4 20 PLATES
T-0" i 1 EACH SIDE
3,17 8p
12
Q4tJ00
00 7
OD 6'-0"
N
3X4 20 PLATES
1 EACH SIDE
4'-0"
f r_
8'-0"
i
N
4 -2 1z
12
Q4
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)
ANSI/TPI 1-2007
TRUSSES TO BE SPACED a@ 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
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC-ES #ESR-1082.
co
M
co
i
N
N
18.00
10'-0"
N
3X4 20 GA PLATES
1 EACH SIDE
S,3 1 1 6' SPAN
8 REACTIONS:
MAX. VERTICAL: 205 LBS.
a MAX. UPLIFT: -160 LBS.
3X4 20 GA PLATES
1 EACH SIDE
6:3 11 16,
12
Qa
3X6 20 GA —
PLATES
1 EACH SIDE
6'-0"
12'-0"
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10' SPAN
REACTIONS:
MAX. VERTICAL: 510 LBS.
MAX. UPLIFT: -250 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
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 Ij
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI. 1
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT: -195 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
12' SPAN
REACTIONS:
MAX. VERTICAL: 630 LBS.
MAX. UPLIFT: -285 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC.
I "V / ,,//i TITLE DRAWING NO.
DESIGN ARE THE PROPERTY •• S '•• TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT F .s FL-PRSR--TR-01
DRAWINGS ARE FORA No 6835
TRUSS DETAILS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED r:ICHARD 1. WILLS P.E. = k:. = REV. LEVEL 01SiteAddress: AND BUILT BY TUFF SHED.
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET FBC 6th EDITION (2017) 8HE 48521EASTCOLONIALDRIVEFORBIDDENBYBOTHTUFFi ' TAT op ' T
ORLANOO, FL 92817 Building SiZe:wm ENGTN •NEr.HT•SO F.
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 9,: ••
P . • 888) 7WTUFF RECORD (303) 753-8833 EXT. 96315 F o a o
STORE52o Scale: N.T.S.A ii,_s **"* -. eta PAGE 4 OF 4
111111111
n City of Sanford
Building and Fire Prevention
Product Approvail'Specification Form
Permit #
p
Project Location Address 1 0 Ay ' Ell i W #PF
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildinQ.or4.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging D
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single HunLAW E&ao
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
includingdecimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles%
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
S. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
L146r,
June 2014
Tuff Shed, Inc.
State of Florida License #CBC1253645
Product Approval Cover Sheet
Customer Name: Martin Gonzalez
Address: 120 N Elliott Ave
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.floridabuilding.org or can be obtained from the local product supplier.
All Products listed are per Florida Building Code 6th Edition (2017)
Standard Shed Materials
X Product Type Manufacturer Model#/ . FL product . HVHZ :
X 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
X Window - Sliding Tafco Corp Series 82000 FL20743.1-R1 NO
Fixed Transom Innovations Inc. Transom FL17667 NO
X Roof underlayment Woodland industries 151b Felt FL17206.1-R4 YES
X 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
X Door (Single) ITuff Shed, Inc. Sundance - Single Door FL22202.4-R1 YES
Custom Materials 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
Metal Roofing Metal Building Supplies RIB FL4525-R4 NO
Flood Vents IFlood Solutions LLC Foundation FL17588 NO
Florida Building Code Online Page 1 of 1
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BCIS (tome I Log In I User Registration t Hot TOPIC Submit Surcharge I Stats R Facts I Publications ! Contact Us I BCIS Site Map ! Unks Search !
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pr ll Product Approval
I' USER: Public User
Product Approval Menu > Producter AOollcatlon Search > Application Uat
Search Criteria
Code Version 2017 FL* 22202.4
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
aearcn ResU166
E6A
M1101
Zyue
ngw&'Wlvm
Manufacturer Validated By Status
FL22202- Revision Tuff Shed, Inc. Window and Door Approved
lu FL*: FL22202.4 Manufacturers Association
History Model: Sundance Side -hinged Wood Shed Door (Outswing 715) 551-5062
Single)
Description: Sundance Side -hinged Wood Shed Door
Outswing - Single Door) Maximum Size 4' 6-5/8" wide by 6'
4-3/4" high
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
nvvm.cu vy vo....
Canted. Us :: 7601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Couvdpht 2007-2013 State Of Florida.:: Privacy Statement :. accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.2751), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Ifthey have one. Theentailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine Ifyou are a licensee under Chapter 455, F.S., pleasedickb=.
Product Approval Accepla:
110 fin[
Credit Card
Sate
https://www.floridabuilding.org/pr/pr_app_lst.aspx 8/20/2018
ASSEMBLY INSTRUCTIONS:
NOTE, INSTRUCTION 41 THROUGH #3 ARE TO BE
PERFCRMED IN FACTORY. INSTRUCTION #4 CAN BE SEE DETAIL'A' LPERFORMEDINFACTORYORONJOBSITE. INSTRUCTION FOR INSIDE VIEW \\
45 ISTO BE PERFOMEO ONJOB SITE. OF ASSEMBLY
1. ATTACH ITEM 1 (7/16" OSS INTERIOR SHEATHING) TO 3
ITEM 2 ISTEEL DOOR FRAME - 1-1/s" SQ. TUBING) WITH n /
ITEM 3148 x 1.17 SCP.EWS) @ fi" O.0 AND (2) SCREWS YATEACHENDOFEVERYSTEELTUBEASSHOWNIN
OETAIL 8'.
PARTS LIST
RT NUMBER DESCRIPTION
7.,1o" AFA OSB INTERIOR SHEATHING
STEEL DOOR FRAME: 1-1;2' STEEL DOOR FR
8 x 1 1.7 WOOD SCREW
316' OSB SMARTSIDE EXT SHEATHING
DOOR TRIM
NAIL
390206 TUFF SHED •L' HANDLE ASSEMBLY
TS002 98 x 2-114• SQUARE DRIVE WOOD SCREW
HTH67TA TUFF SHED HINGE
RUN
Z ATTACH REM 4 (.48' OSS SMARTSIDE EXTERIOR
SHEATHING) TO ITEM 2 ISTEEL DOOR FRAME
SQ. TUBING) WITH ITEM 31118 x 1-112 SCREWS) a- 5" O.C.
AND (2) SCREWS AT EACH END OF EVERY STEEL TUBE
AS SHOWN IN DETAIL'S'.
3. ATTACH ITEM 5 (DOOR TRIM) TO ITEM 4 t3;8. OSS 8
SMARTSIDE EXTERIOR SHEATHING) WTH EXTERIOR IT- i n
GRADE CONSTRUCTION ADHESIVE AND ITEM F fNAILS)
@ W O.C. AND (2) NAILS AT EACH END OF EVER' TRIM
PIECE AS SHOWN.
7
DOOR HANDLE AND STRIKE
1 HURRICANE SPRING BOLT PLATE ATTACHMENT
4. ATTACH ITEM 5 (HINGES(TO ODOR ASSEMBLY' SIERRA PACIFIC PART 91183ZN SIERRA PACIFIC PART #390206
ITEM 8 (#8 X 2-1,4• SO OkIVE WOOD SCREWS) AT 1 ATTACH (1) HURRICANE BOLT 6- FRON TOP OF
LOCATIONS SHOWN 011 SHEET 4• (4) SCREWS PER 2 DOOR Au O (1) fi• FROM BOTTOM OF DOOR INSTALL DOOR HANDLE PER
HINGE,/ 2 ATTACH EACH BOLT WITH (4) 08 x 2-114" SQUARE 4g12IIA/4C SQUAREDRIVEWOOD INSTRUCTIONS.
U5 S.
INSTALL OUTSIDE HAt10LE (COMPONENT OF ITEM d7) TO
THE DOOR ASSEMBLY WITH (21 REM 8 (#B x 2-1/4 S 3 3
DRIVE
SCREWS SINGLE
DOOR ASSEMBLY OSCREWS.
ATTACH STRIKE PLATE WITH (2) 48
x 2" SOUARE DRIVE WOOD SCREWS, SCREWS
TO BE LOCATED AS SHOWN. SQUARE
DRIVE SCREWS). INSTALL CAB LATCH TOP VIEW COMPONEN
T OF I rEM 97) TO T HE DOOK ASSEMBLY WITH (
4) 48 x 1-;4 PAN HEAD SCREWS. ATTACH INSIDE HANDLE (^
OMFONENT OF ITEM 97) AND SECURE YJITH y WASHERANDNYLOCONHANDLESHAFTDETAIL B' COMPONENTS
OF ITEM X7). SEE DETAIL W. 3 9 /—
IN O
EXPLODED DOOR ASSEMBLY 2 HINGE ATTACHMENT 3
tTUFF SHED HINGES PER
DOOR, ATTACH INSIDE
EACH HINGE WITH (8 HAP40LE
r.ABLATCH H x2- SCREWSH NYLOC 68
x 1-1/4" PAN TS00c' j - ORDER FROM PURCHASING DEPT.
WASI IER
HEAD SCREWS HINGES TO BE DETAIL 'A'
LOCATED AS SHOWN. PARTIAL INSIDE
VIEW PARTIAL ENO VIEW PARTIAL OUTSIDE `JIE+ TUFF SHED "
L" HANDLE HINGE ASSEMBLY DETAIL OHANDLE DETAIL
28 ASSEMBLY FRONT VIEW 1 w.
n,••w w•..w. m"o TUFF SHED
Order Y.
Customer: PO*
Drgtm
By:
PK DRnr1LVGS AND
Rr DESIGN
OEEIGNARETHEPROPEcRT+ OF TUrF
SHED. INC. -HESE OR:\Yti
I E BY- TUFF SHED,
INC.L TITLEDRAWING
NO. AP-FL-
PGEN-01 DRAYANOS FOR
4' (4060) DOOR ASSEMBLY Storage Buildings &
Garages Site Address• Date: 1123117 ARE A e_ILCINO
TO SE SUPPLIED IN IMUSE DRAFT LNG OEPART?IENI' REV. LEVEL Ol TUFF SHED.
INC. Chec$,eeBy. AND 8LILreY TUcF SHED, 1777 S HARRMON MELT AND INS IALLATION Dale: ANY
OTHER
USE15 FCRelDoeu eY
rJ F 54ED DE%VER.
COLOK.A00$lr.10 tOtl -S
PREMIER SERIES
SHEET 1 Btti(dmg
SIZa::wm. avu•...o:n.m... w.. INC Q THE ENGINEER CF tirr 51f 1 rt .!SVwiS V I.ESIY gm1: r ros kLm-m1Scale.
N.
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Kxm, c• r.IF au misswa x.Kiw SHEET 1 OF 2 L
a
n
N
nIPARTIAL FRONT VIEW
INSTALLATION INSTRUCTIONS
I. ATTACH ITEM 6 (STRIKE PLATES) TO REM 1 (4050PREMIER DOOR) WITH ITEM 11
X 2-114' SO DRIVE WOOD SCREWS) AT LOCATIONS SHOWN. 12) SCREWS PER
STRIKE PLATE.
2. ATTACH COMPI ETE DOOR ASSFMBI.Y WITH HINGES AND STRIKE PLATES TO WA
PANELASSE.IBLV WITH ITEM I (.Y8 X 2-1/4' SOORIVE Y'.'OOD SCREWS) AT
LOCATIONS SHOWN, (4) SCREWS PER HINGE.
3. ATTACH ITEM 8 (STRIKE PLATE) TO ITEM 10 (TRIMMER STUD) WITH 12) ITEM 11 to; 2.1!4' SO DRIVE WOOD SCREWS) AT LOCATION SHOWN.
4, ATTACH ITEM 9 (HURRICANE BOLTS) TO ITEM 1 (PREMIERDOOR) WITH ITEM 1 (A
2-1/4' SO DRIVE WOOD SCREWS) AT LOCATIONS SHOWN. (41 SCREWS PER BOLI
FRMIING NOTES:
1. STUDS TO BE SPACED 16- O.C.
2. FRAME TO BE MINIMUM 2X4 SPF
3. FRAME NAILING
KING STUD TO TOP PLATE. 2-78d END NAIL
2ND TOP PLATE TO 1ST TOP PLATE 18c NALS EVERY 12"
KING STUD TO BASE PLATE, 2-1Fd END NAIL
KING STUD TO HEADER 4-1Rd END NAIL
TRIMMER STUD TO ITEADER. 2-16d TOE NAIL
TRIMMER STUD TO BASE PLATE, 2-:6d END NAIL
J, FASTEN BASE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH
1140 X 3' GALV HEX HEAD SELF -DRILLING SCREWS @i 12- O.C.
TUFF SHED
Dro Y, *
St.,rng: Buildings & Gal ages
I ffi-
TUFF SHED, INC.
tomsr: Drawn By: PK
Oals: 3/23/t7
Addraw
Checked By.
I 1 1 P45 14960 PREMIER STANDARD DOOR I TUFF SHED I
G PARTIAL
OUTSIDE VIEW O OUTSIDE
ASSEMBLY
EW 08 INSIDE VVITIAL ASSEMBLY
x. r... •c awe r••- AlJ K •:.'
HESE DRA14%NGS AND THE
DEIGN ARE TIRE PROPERW
OF TUFF SHED INC. -HESE
DRAYANOS ARE FOR A
B_ILGIND TO BE SUPPLIED
AND SALT BY TUFF SHED.
MW OTHER USE 13
FORBIDDEN BY rJFF S4ED
TNC 8 THE ENGINEER OF
RECOfiJ.
TUFF SHED, INC.
IN HOUSE DRAFT INC. DEPART.*, WNT
1777 S. HARRISON STREET
DENVER. CO1.01 ADI) F.r310
3031753-T11FF
1•Kr 71.a1M. r!SI aFS a t Sn'n9eWrrto
TITLE DRAWING NC.
4' (4060) DOOR ASSEMBLY ARFI-PGEN-01
AND INSTALLATION REV. LEVEL Ot
PREMIER SERIES SHEET
SHEET 1 OF 2
1
Florida Building Code Online Page 1 of 1
IlE
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Search Criteria Refine Search
Code Version 2017 FL# 20743.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory I ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Seamh ees..l*s - Applica*loos
Zyoe Manufacturer validated By Status
FL20743-RI Affirmation TAFCO Corporation
FL#: FL20743.1
Scott Wolters, PE
561) 225-1982
Approved
History Model: Series 82000
Description: PVC Horizontal Sliding Window
Category: Windows
Subcategory: Horizontal Slider
npproveo or uorn. wpp-vars oY vorr anon rR n:neweu enrr reanreu vy u,e — o„ a„o w .....act,.„ „ nc caao, Y•
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824
The StateofFlorida Is an AMEEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -retorts request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Seaton 455.275
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be me& available to the public. To determine H you area licensee under Chapter455. F.S., please
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SERIES 82000 HORIZONTAL SLIDING WINDOW, NON -IMPACT
TABLE 1. DESIGN PRESSURE RATINGS
CLASS DESIGN PRESSURE
RA TING INTACT RATING
I.G. 30/-30 PSF NONEAt. EALED MINIMUM
5/32-ANNEALED 12011-20 PSF NONEMINIMUM
NOTES
SS063- MAX. OVERALL WIDTH y
27 11/ 16- MAX. 28 S/W MAX. y1 i
SASH D.L.D. WIDTH FIXED D.L.O. WIDTH -I 14- MAX. FROM MAIL. O.C. a 1ORNER, TIP TYP
I1 2
rS
S1W
FASTENER
TYP., SEE
o N 4 c 5
j o 2 2 -1
Q C
to
Z i Q ZQ
m
3
a
0
A n
xco
i g ro u2
I 2Ar
J SILL ANCHOR
EXTERIOR ELEVATION ASA14LAAD SAME
GENERAL NOTES
1. THIS PRODUCT. FABRICATED AND ANCHORED AS DETAILED IN T141S DRAWING, IS N04-I1,0PACT RESISTANT. AND REQUIRES THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS IN WWD9ORE DEBRIS REGIONS.
2. THIS PRODUCT HAS BUN TESTED TO AAMA/WOVA/CS4 101/1.9 2/A440-06/1 1. AND MEETS THE REOUIRELIENTS OF THE FLORIDA BUILDING CODE. 57H EDITION (2014), NOT INCLUDING THE HIGH VELOCITYHURRICANEZONEPRODUCTSSHALLBECONSTRUCTEDASINDICATEDININTERTEK/All REPORTS F5086.01-109-44-RO AND F9644.01-109-44-RD; FOR DETAILS NOT SHOWN IN THIS DRAWING SEE REPORTS.
3. ALLOWABLE CONFIGURATIONS: XO (OPERABLE/FIY.ED) OR Oa (FACED/OPERABLE)
4. THE DESIGN PRESSURE RATINGS AS SHOWN IN TABLE 1. THS SHEET. ARE AS UMIRED BY ASTM E-1300 04 CUSS TABLES, AND TESTED WATER AND STRUCTURAL PRESSURES OTHER CLASS, ANNEALED OR
TEMPERED OF GREATER OR EQUAL THICKNESS TD THOSE NOTED IN TABLE 1, WHICH MEETS ASTM E 1300 REOLDREMENTS FOR EACH PROJECT, MAY BE USED.
5 THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TERM INCREASE FACTOR) HAS NDT BEEN USED INTHE ANCHOR ANALYSIS FOR THIS SYSTEM. 114E 1 5 Cd FACTOR WAS USED LN THE ANALYSIS OF
ANCHORAGE KID WOOD SUBSTRATE.
6. INSTALLATION OF WOOD BUCKS TO THE SUBSTRATE TO 9E ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAIANG JURISDICTION (AH.J.). BUCKING. OPENINGS, & BUCKING FASTENERS u.L51
BE PROPERLY DESIGNED & 4YSTAL.LED BY OTHERS IN ACCORDANCE WITH THE FBRA CTOTRANSFERSUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVE THESE LOADS SENLL BE VERIFIED
BY THE CONTRACTOR OR A.HJ 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SMALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER 20 TO PREVENT GALVANIC REACTIONS. WOOD BUCKS, IF USED, SHALL BE PRESSURE WITH
EI TREATED. WITHER A TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED %DOD BUCKS AND
ALL OTHER WINDOW MATERIALS. B.
ALL .MRDWARE & FASTENERS SHALL BE INACCORDANCE MTH THESE DRAWINGS. OR AS APPROVED, SIGNED, AND SEALED BY A rLORIDA-REGISIEREO PROFESSIONAL ENGINEER ON A SRE-SPErJnC BASIS 9.
SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SMALL BE THE RESPONSIBILITY OF OTHERS AND 15 NOT ADORES= EY THIS DOCUMENT. LOCATION,
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TYPICAL INSTALLATION HEAD, SILL, AND JAMB
GENERAL ANCHOR NOTES:
1. INSTALL ONE ANCHOR AS SHOW ABOVE AT EACH LOCATION SHOWN
IN THE ELEVATION ON SWEET 1 FOR PRODUCT PERIMETER.
2. INSTALL SHINS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/15'
OR GREATER EXISTS SE'WEEN PRODUCT FRAME AND SUBSTRATE.
3 SHIMS SHALL BE LOAD -BARING (PLASTIC OR METALLIC) AND
CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE.
4. SPECIFIED ANCHOR EMBEDMENT TO WOOD SUBSTRATE SHALL BE
BEYOND SHEATHING. WALL FINISH OR STUCCO.
S. THE INSTALLATION DETAIL SHOWN IS ALSO APPLICABLE FOR
INSTALLATION TO WOOD BUCKS WALLED OV<R CONCRETE/LVSONR(.
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1239 JASARA AVE.
NORTH PORT, FL 34288
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HMST82
Florida Building Code Online Page 1 of 1
I Professional Regulation
perr.na+ tac.rcScp ,.::.,:,,I.s cn.Ttcti,era
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Product Approval Menu > Produri or Application Seam > Application Ust
Search Criteria
Code Version 2017 FL* 9190.6
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results - •nnile.-a lnne
EU Tim Manufacturer Validated By SAatus
FL9190- Revision LP Building Products lames L. Buckner, P.E. Approved
5 FL#: FL9190.6 @ CBUCK Engineering
History Model: LP SmartSide Strand Substrate Lap and Panel Siding 562) 491-9927
Description: Precision Series 38 and 76 Series Primed Lap Siding.
Precision 38,76,190 Series Primed Panel Siding including Silvertech
Smartfinish.
Category: Panel Walls
Subcategory: Siding
FL9190- Revision LP Building Products James L. Buckner, P.E. Validated
FL#: FL9190.6 0 CBUCK Engineering
Model: LP SmartSide Strand Substrate Lap and Panel Siding 561) 491-9927
Description: Precision Series 38 and 76 Series Primed Lap Siding.
Precision 38,76,190 Series Primed Panel Siding including Silvertech
Smartftnish.
Category: Panel Walls
Subcategory: Siding
nppmveu uy vorn, npprovers uy vorn snen a revrewcu eno muneo uy ape nn, enwor me wmmnsron rr necessary.
Contact Us :: 2601 BlairStone Road, Tallahassee Fl. 32399 Phone: 850.487.1824
The State of Florida Is an AA/EEO employer. Cowrloht 2007.2013 State of Florida.:: Privacy Statement ;: ArzesslDIIIN Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Ifthey have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupply a personal address,
please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please
dick GCM.
Product Approval Accepts:
E
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_lst.aspx 8/20/2018
ova JOYF_J
s SMARTSIDE PRECISION 38,76 AND 190 SERIES
PRIMED PANEL SIDING
Lpyll[I,IG >q!pp[fy TRIM 6 SIDING
INCLUDING SILVERTECH Ir SMARTFINISH
At the time of manufacture, siding meets or exceeds the per-
formance standards set forth in ICC-ES-AC321 and has achieved
code recognition under ESP-1301. CCNC 11626, APA recognition,
under PR-ti 124, and HUD recognition under HUD-11AR-1318. For
copies of ESR-1301, call LP Customer Support at 1-800-648-6893
or go online at http:/lwtvw.ice••es.org/reports/pd`,files/ICC-ES/
ESR-1301.pdf or http.//wtm.apaAood.org,
Precision Series panel siding with SILVERTECH or SMAP.TFINISH
is specifically fer sheds and other outdoor structures where the
interior wall cavities will remain permrnen'tiyexposed.
Minimum 6 in. clearance must be maintained between siding
and finish grade.
Siding applied adjacent to porches. patios, walls. etc. must have
a clearance of at least 1 Ii. mm above any surface.
Minmrurri i in. clearance at intersection with roof line
Apply siding in a manner that prevents moisture intrusion and
water buildup.
All exposed wood substrate nust be sealed in a manner that
prevents moisture intrusion and water buildup.
LP dues not recommend LP SmartSide Panel for use in ICF and
SIP assernblies. If used, LPvjill not warrant for Buckling and
Shrinkage. However. balance of warrantV does remain intact.
OO NOT USE STAPLES
SIDING MUST NOT BE IN DIRECT f-ON1ACTWITH MASONRY,
CONCRETE, BRICK. STONE, STUCCO OR MORTAR.
Store off the ground -,ell supported, on a flat surface, under a
roof or separate watPrproof covering
Keep siding clean anti dry. Inspect prier to application.
Precision 38 and 6 Series panel siding must be installed on
16 in. D.C. framing only. When installing on 24 in. O.C. framing.
Precision Series 190 Series panel siding is requrrpd.
In all installations over masonry or concmte walls, the wall shall
be furred cut and open at the top and bottom of the wall to allow
for convective ventilation between framing spaced 16 In, O.C. The
framing shall be of adequate thiLknass to accept 'r1/2 incites of nail
penetration. A properly installed breathable water-resistant aarrier
is required between the siding and masonry or concrete walls.
Moisture control and .eater vapor control are critical elements
of proper housing design. Check your local building codes for
application procedures for handling moisture and water vapor
in your area.
When using wet blown cellulose insulation, the insulation
must not be in direct, contact with the siding and it mast be
allowed to dry a minimum of 24 hours or longer if specified by
the insulation manufacturer.
As with all wucd products, du not apply engineered wood
siding to a structure havinv excessive moisture conditions surh
as drying concrete, plaster or wet blown celic1i0s2 Insulation. If
such conditions exist, the building should be well ventilated to
allow it to dry prior to the application of the siding.
Siding must not be applied to green or crooked structural
framing members. Do not apply siding over rain-soalced or
buckled sheathing materials.
Gutters are recornmerded for ccntiol of roof water run, off.
A properly installed breathable water -resistive barrier is
required behind the siding. Consult your local building code lot
details.
LP will assume no responsibility for water penetration.
Precision Series panel siding with SILVERTECH or
SIVARTFINISH doe, not require a secondary water-resistant
barrier. Limited to sheds and other outdoor structures.
Seal all gaps with a high -quality, non -hardening, paintable
sealant. Follow the sealant manufacturer's Instructions for
application.
Use a high -quality exterior sealant meeting the ASTM C920.
minimum Class 25 sealant.
gtiAl`+Jae •1ID'oo' rjf0`•sQ 7 -
All openings must be properly sealed or flashed in a manner
that prevents moisture intrusion or buildup. Several examples
that accomplish this are shown on the following pages.
Application instructions (cunt.)
Install kick -out flashing to direct the water into the gutter
install step flashing with minimum 4 in. upper leg
Properly integrate flashing with the secondary water- resistive
harrier. Use housewrap, flashing tape, z-flashing, or other Items as
needed to maintain the counted lashing principle.
00 NOT extend the siding or trim into the kick -out flashing or gut-
ter
Malntain a clearance between the end of the Sutter and the ad-
joining wall to allow for proper maintenance of the siding
Pi iine and paint ALL exposed cut edges
High quality arry!ic latex paint, specially formulated for use on
wood and engineered wood substrates, is highly recommended.
Semi -gloss or satin finish oil or alkyd paints are acceptable For
flat alkyd paint. please check with the coating manufacturer for
their recommendations for use on composite wood siding.
Follow the eoat.inF manufacturer's application and
maintenance instructions.
DO NOT USE
Semi -transparent and transparent stains.
Shake and shingle paints.
Vinvl-based resin formulas such as vinyl acetate, PI/A:
vinyl acetate!acrylic copolymer paints.
HANDLE PREFINISHED LP SMARTSiDE PRODUCTS WITH
EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH
UP ANY DAMAGE TO THE FINISH THAT MAV OCCUR DURING
APPLICATION PER PREFINISHERS SPECIFICATIONS.
LP Siding In braced wall assemblies, use minimum 6d (0.113 in, shank
Minimum 1•' clearance diameter, 0.270 head diameter), hot -:lipped galvanized rails
between trim and roofing for 38 and 7E Series panels and minimum 8d (0.131 in, shank
a 7 diameter, 0.290 head diameter) for190 Series panels. Do not
f 7_' -- ----- use Nlpclroplated fasteners. Rafer to ynui Incal building rune
to verify the minimum allowable fastener size.
t7 / • Penetrate structural framing orwood structural panels and struc-
tural framing a minimum of 1-112 in. r 7- _ • For 38 Series panels. double nailing procedure meets wailr- — Jf j bracing requirements and 5116 in, shear c•iall design values.
Clean rain
1 In. from edge
L gutter " IAlignmentbead _
1/8 in. gap
Do not run trim or siding inside }
r
t
T
of the kick out flashing j
Trim should be thick enough so the siding does not extend be-
yond the face of the trim.
Trim and fascia must be applied in a manner that will not allow
moisture intrusion or water buildup.
LPr' SmartSide"I siding is not designed and/or manufactured
to be used as trim or fascia. LP SmartSide trim and fascia are
available in a variety of dimensions.
DO
Prime and paint all exposed surfaces including all drip
edges or where water will hang.
Apply finish coat as soon as possible ar within 180 days
of application.
Flgura 1 t I Double row of nails
Far 76 and 190 Series panels, single nailing meets wall bracing
requirements. To meet the equivalent 3/8 in. shear wall design
values, double nailing procedures must be used. It may be nec-
essary to angle drive the second nail in order to penetrate the
framing. Seal nails driven below the surface.
3/9 In. from edge
Alignment bead
I _
Nail jpenetration
min. 1-1/2In.
Figure 2
118 in. gap
Single row of nails
Application instructions (cunt.)
Shear values for panels applied directly to studs shall be no greater
than noted in Table 1 o1 the ICC-ES Report FSR-1301 or Table 1 of
APA PR-N 124.
Not warranted for application on SIP and ICF_assemblies.
CAUTION
38 and 76 Series panels must be Installed on 16 in. O.C. fraltrin,
only. When installing on 24 in. O.C. framing.190 Series panels am
required.
Backside of panel must not come in contact with masonry or
concrete fou dation.
CONDITION
Snug
Flush _... _.
Visible fiber
Countersunk'/%-'/. IN.
Countersunk more
than Va in.
CORRECTION
OK
OK ._._... _ .... -
Paint
Apply sealant _.___.___ ,
Apply sealant and I
re -nail \.7
Do not force siding into place. Maintain the illustrated 1/8 in. space
behind the joint to allow for expansion while the panel equilibrates • .. -
with the local environment.
LP" Smart5ide•' Panel siding must not be attached by staplissg.
DO NOT INSTALL OVER ALIGNMENT BEAD. Install panels in light
contact to the edge of alignment bead. (see Figure 1 and Figure 2)
Climb cut the surface of the siding such that the rotation of the blade
cuts downward on the primed cr prefinished surface.
Where siding butts window trim. door casings and masonrsr. etc. leave
a 3/16 in. gap and seal.
Insulated Sheathings
LP SmartSide Sidings may be installed over low compression rigid
toam or exterior gypsum. The following precautions must be followed.
a) Adequate bracing of the wall in accordance with the International
Codes or other ruling building code is required.
b) For rigid foarn sheathing up to 1• (25.4 mm) thick. siding may be
nailed directly to the foam sheathing unless a drainage plane
is required by the local building cods. Nail length must be in-
creased to ensure a minirnurl 1 1/2" (38.1 mm) fastener penetra-
tion inn the strurtrsral framing,
c) For rigid foam sheathing greater than 1 in. (25A rnm), a minimum
1-1/2 in. (38.1 mm) thick by 3-1/2 in. (88 9 mm) wide vertical strap-
ping o.- tuning strip must be installed over the sheathing to provide
a solid, level nailing base for the siding. The strapping must be
securely fastened to structural framing spaced no greater than 16
in. U.C. (,306 mm) with a minimum nail penetration of 1-1/2 in. (.381
mrn) and a maximum nail spacing no greater than the width of the
siding.
Louisiana-Pacific will assume no responsibility for any damage or
condition arising from the use of rigid foam or exterior gypsum.
6 in. max, v
perimeter nailing
Figure 3
Nail 318 in.
from edge
12 in. max.
field nailing
6 in. max.
perimeter
nailing
6 in. min. ground
clearance
4 in. min. vertical ` —Prime and paint
flashing bottom drip
1 in. in. edges
clearance from
roofing R
Figure 4
HORIZONTAL WALL JOINTS
BLITT 5 FLASH LAP
SidingSiding/ Slacking
318 in,
min Pap Blocking
1 in. mint. ..
Sloped overlap Lapp panel
flashing with ( over bottom
4 in. vertical leg panel
Figure 5A Figure 58
LAPPED HORIZONTAL WALL JOINT
f Siding
d Framing (band joist,
truss chord, etc.)
1 in. min. Wall Framing
overlap
Y^_
Figure 5C
r
e •.. . •
Figure g rT Scant face width
HORIZONTAL BELTLINE JOINTS :. .
For multi -story buildings, make provisions at horizontal joints for %'r •
selling" shrinkage of framing, especially when applying siding
directly to studs.
Siding (4 ft. x 8 ft,)
J 3/8 in. gap ^\ \ fig in. gap
Sloped flashing with %)`
I 4 in. vertical leg SPACE JOINT 1/6 IN. =
BAND BOARD OVER !' '
w
i •
PANEL FILLER i -L _ Refer to nailing instructionsIlSr, 2 in. x 10 in.
band board 1/8 in. gap
Filler Board
Siding (4 ft. x Oft.) LP panel sidings are accepted by the State of California as category • —
8140- Exterior viall siding and sheathing for Wildlard Urban Interface
Figure fi (WL10 appUcatlon5. For WUI compilance, Install LP panel sidings in
accordance Vrith Louisiana-Parific's printed installation instructions
with the addition of fire retardant seal (UL Listed fire caulk, nominal
bead) in the vertical joint and nailing pattern of 3•' OC perimeter
nailing,/8" DC field nailing. Look for the California State Fire Marshal
Office label on our siding
The Louisiana-Pacific Corporation i'LP'l LP SmartSideSidirg (the
OR Froducts'l limited warranty (the "l•1lananty") applies only to
Sill plate structures an which the Products have been applied., finished and
Sill plate rrtaintained in arcordance with the published application, finishing
Extend and maintpname instructions in effect at the time of application.
siding
wbelow \ t The failure to fallow such application, finishing or maintenance
sill plate \ Flashin g instructions will void the Warranty as to the portion of the Products
Affectedaffectedbythevariance (the Products").
Min.1/8 in. or / , `•'F.: " .'S: LP a slrrnes no )lability for any loss of damage sustainer! by theflashingbetween
siding and `` :
s
Masonry Affected Products and is expressly released by the purchaser or owner
masonry. ' foundationr.......:..r.J
from any such Inss or liability.
Any modification of the bVarranty's application, finishing or
Figure 7A Figure 7t3 maintenance requirer; rents is void and urv!nforceatle unless approved
in writing prior to application by the Siding, Cenral Manager or his
designee and a member of the LP Legal Department.
ror a copy of the warranty or for installation and technical support, visit the
LP Smar+Side product support Web site at:
Interior Finish f-- siding www.Ipsmartside.com
1rl I Code Approved Breathable
or for additional support call 1300450-6106. Water -
Resistive Barrier Ir
3/
8 in. gap WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS
ARE NOT FOLLOWED. Sloped
flashing with 4
in. vertical leg r..,.__.. _._.. .... .> _. _.....,.r .._._..,.._ _._., ....._ Trim
Cat. Prop S5 Warning: Use of this produtt may result in Nail
fin exposureto wood dust, knovin to the State of California Space
window/door per (~ manufacturer'
s instruction i i do
not damage) to Callse cancer, Fi
tlreA ' SMARTSI®EN r
RIM 6 SIDING LDtl
lric';ian:-axd:i finp:na::rn. Lira:;aa Arricad t=. S•nar.Scdr• 1,WTeOand;Ma•rr,001 JR
rrv;9dnd P1h'.!d1n tLS A. WrL
Ivul:cara-+YtiRcLoq:c:a:„:oau:cKlkarlrvpdakam:J re.ot rbpn+'.uinrorr..otion. re
r::An :n:: ;hid. vardJn It cr"rat, :7D rCG•a50.6:0G LIJZLAD5::
V14
alternate inside corner details
Lap 3/16 in.
Gap 3/16 in. and seal and seal _
tw aulk
Figure 10
Figure LOA Figure 109
paint _...._.
bottom course detail
Figure 10E
i Vapor Retarder
EE ifr?C•uiled
rode
Breathable
water-resistant
barrier
5hipiap cdQy banal
Panel joint
Figure 100
6 in. minimum
ground clearance
Figure 10L
LP® SmartSide® Precision' Series PR-N124
Treated -Engineered -Wood Lap & Panel SidingLouisiana-Pacific Cor gration :Revised July 2; 2aia
Product LP SmartSide Precision Series Treated -Engineered -Wood Lop and Panel Siding, Louisiana-Pacific Corporation, 414 Unlon Street, Suite 2000, Nashville,•TN 37219
800)'45"106 .
w.lpcoro.tom .
1. Basis of the product report;
2012 and 2009 International Building Code: Section 104.11 Alternative Materials
2012 and 2009 International. Residential Code: Section R104.11 Alternative Materials
ANSI/AF&PA SDPM-2608 Special Design Provisions for Wind and Seismic
ASCE 7-10 and ASCE 7-05 MinimuM Design Loads For Buildings and Other Structures .
ICC-ES Acceptance Criteria for Treated -Engineered -Wood Siding, AC321
APA PRP-108 Performance Standards and Qualification Policy' for SWctural-Use Panels
NES Evaluation Protocol for.Detemlination of Flood -Resistance Properties of Building_ Elements ;
APA Reports'R&D 870-1, T870 45, T910-11, T91Q-20, T970-4, T870-10, T98Q-13,'
T98Q-17, T990-23, T2008Q-12; T2008P-73, T2008P-74, T2009Q-54, T2011Q-59, . .
T2012P-22, and other qualification data.'
2. Product description:
Louisiana-Pacific Corporation (LPe) SmartSidee Precision treated-Engineered-W'06d LapandPanelsidingIsoverlaidwitharesin. treated paper and is available with either a smooth '
or embossed turface texture. The siding is available as laps or panels. The siding is
treated with Zinc'Borate for decay and insect resistance. All edges are factory -seated with a
primer. '
L,e SmartS*kJ0 Precision Series Treated -Engineered -Wood lap siding is available In 318
and 7116 Performance- Categories, in nominal widths of 6, 8 and 12 Inches and.in lengths upto.16 feet. ;
LP* SmartSide® Precision Series panel siding is available in 3/8, 7/16 and.19/32
Performance Categories, 4-foot width and in lengths of 8, 9, and-10 feeL The 3/8
Performance Category panels are available without grooves or with grooves spaced 8
inches on center. The 7116 and 19/32 Performance Category panels are available withoutgroovesorwithgrooves_spaced either 4 or 8 inches on center. Minimum thicknesses at the
groove and shiplap are documented in the plant Quality Manual.
3.' Design properties:
Allowable racking loads for LP* SmartSidee Precision Series panel siding are listed in Table
1. For 318 Performance Category panels nailed atshiplap edges, use 5/16 Performance -
Category shear values. For 7116 and 19132 Performance Category panel sidings nailed at' . shiplap edges, use 3/8 Performance Category shear values., Design wind loads LP®
SmartSide Precision Series lap and panel siding are listed in Tables 2 and 3, respectively.
4.. Product installation:
LP" Precision Series Treated-Englneered-Wood Lap and Panel sidings shall be
Installed in accordance with recommendatlons provided by the manufacturer
LWky ID o.M,00m/smarlside/lao/ and www lr)c0M.com/Sm,artside&0j3eM and APAEngineeredWoodConsUvctionGuide, Form E30 {y+0M.a2gU ood.om/oublicationsl. The
0 2014 APA - The Engineered Wood Association
APA Product Report°° PR-N124 '
Revised July 2, 2014 : ' Page 2 of 7
maximum span shall be in accordance with the Span Rating shown in the trademark.. The
LPO SmartSidie Precision Series lap siding shalt be permitted to be installed over the facer
of structural insuiated panels (SIPS) in accordance with Table 4.' ' . .
5. 'Fire-resistant construction:
Wood structural panels that are not fire -retardant -treated have been shown to most a Class
III (or C) category tot flame spread. Unless otherwise specified, fire-resistant construction
shall be In accordance with the recommendations in APA Fim-R-afed Systems, Form W305
see link above).
6. Flood resistance evaluation:
Selected properties critical to flood resistance of 3/8 and 7/16 Performance Category panel
siding, Including uniform, loads, concentrated static loads, concentrated hard body and soft,
body impact loads, fastener performance, wall racking resistance, edge thickness swell,
linear expansion, Hygroscopicity, exterior bond performance and large panel and small
specimen bending properties were evaluated at a 16 o.c. Span Rating in accordance with
NES Evaluation Profoorlt for Determinatton ofFlood -Resistance Propertles of Building
E/emehts. Test results in the dry (as -received) condtdon and after moisture cycling in'
accordance with the NES protocol were compared to the requirements, specified in ICC
Evaluation SeMce.(ICC ES) Acceptance Criteria for Treated -Engineered -Wood Siding
AC321).
7. Umitations:
a) LP® SmartSide Precision Series Treated -Engineered -Wood Lap and Panel siding used
outdoors must be finished in accordance with recommendations provided by the
manufacturer (see links above) and APA Englneered Wood Constructk n Guide; Form •
E30 (see link above).
b) LP® SmartSide°° Precision Series Treated -Engineered -Wood panel siding is flood
resistant on the following properties: uniform loads, concentrated static loads,
concentrated hard body and soft body Impact loads, fastener performance, wall -racking
resistance, edge thickness swell, linear expansion, hygroscopicity, exterior bond
performance and large panel and small specimen bending properties. This evaluation
applies to 318 and 7116 Performance Category panel siding at a 16 o.c. Span Rating.. .
c) LPO SmartSidee Precision Series Treated -Engineered -Wood Lap and Panel siding is
produced at Louisiana-Pacific Corporation facilities at Hayward, WI,, Newberry, MI,
Tomahawk, Wl, ,and Two Harbors, MN under a quality assurance program audited by
APA.
d) This report is subject to re-examination to one year.
8. Identification:..
LP® SmartSidea Precision Series Treated -Engineered -Wood Lap,and Panel siding
described in this report Is identified by a labei bearing the'manufacturer's name (LouWana-
Pacific Corporation) and/or trademark, the APA assigned plant number (357 for the Hayward
plant, 4.16 for the Newberry plant, 435 for the Tomahawk plant, or 399 for the Two Harbors
plant), the product Performance Category, the Span Rating, the Exposure Rating, the APAlogo; the report number PR-N124, and a means of identifying the date of manufacture,
0 2014 APA - The Engineered Wood AssodaWn 07-02'
APA Product Repor? PR-N124
Revised July 2, 2014 Page 3 of 7
Table 1. Allowable Radang Shear (pit) for LP® SmartSide° Precision Series Treated -Engineered -Wood Panel Siding — Sheathing Shear Walls with
Framing of dnrjalas-Fir-Larch nr Snnrfhem*Pinp fnr Wind nr Swismic Lnadinnl1•2• t
Minimum Panels Applied tltrectty to Framing Panels Applied over 1/2-inch or
5!8-inch Gypsum Sheathing
Performance Nag;
penetration Nail Size Nail Spacing at Panel Edges Nail Size Nail Spacing at Panel EdgesCategory . In Framing Common or in.) Common or m•)
in.) Galvanized Galvanized6432tal 6 4 3 2l`e ' Sax) Box)
5116'et 1-114 6d
160 270 350 450 •
8d
180 270 350 450
3/&) 200 . 300- 390- 510 200 300 390• 510
its et 1-1R 8d
220 320 410 530
t0d280
260 380 490hi 640•
E71n16l' 240 360 450 585 3804901° 640
For St. 1 inch = 25.4 mm, 1 pif = 14.6 N/m.
r'r For framing of othei species: (a) Find specific gravity for species oflumber in AWA National Design Specification; (b) find shear value from table fornabs size; (c) multiply value by
0.82 forspecies.with specific gravity greater than or equal to 0,42 but less than 0.49, or 0.66 for species with specific gravity less than 0.42.
rut AD panel edges mustbe barked with 24nch nominal orvoider fmmhnq. Panels must bo installed with the long dimension oriented in the verticaldlrecliair. Spada nails 8 inches o.c.
along intermediate framing rnendmrs for 318 and 7/10 Performance Category panels Installed on studs spaced 24 inches o.c. For other condition and panel Performance
Categories, space nails 12 inches o.c. on intermediate supports. .
tar For sheer loads of normal or permanent load duration, the values inthe table etrall be multiplied by0.63 or 0.66. respectively.
r,r 'Framing at panel edges must he 3 inches nominal or wider and roils must be staggered where nails are spaced 2 fiches o.c., and where 10d nails having penetration Into. framing
of more then 1-518 inches are spaced 3 inches or loss; o.c. Exception: unless otherwise required, 2-inch nominal framing may be used where fuU nailing surface is available and
nails are staggered.
Except as noted in Footnote 7. panel thickness at point ofna at panel except y ypaneis nefled at sNplapiGngedgesdeterrrrinesapplicableshearvalues, ease that 318 Performance Cate nx •
edges use 5116 Performance Category sheet values, and 7116 and 19-M Performance Category panel sidings netted at shiplap edges use 316 Performance Category sneer values.
16j SNplap edges must be double -nailed; one nail rmist be placed in the undertap and a second nail must be placed in the overlap at the nail sparing specified for the applicable strear
value. : . -
n Fasteners must not ba ins iOd In paieel siding grooves in the lucid offhe panel aiding or•when fhe panel siding grooves occur, at cut edges ofthe panel siding. '
0 2014 APA - The Engineered wood Association 07.02
APA Product Report' PR-N124 `
Revised July 2, 2014 Page 4 of 7
Tah1A 9a I An Sidinn — tlAOvamaam nnminst (1)
Performance
Cate o9ry
Maximum
Wall
Stud
Spacing(')
in.
Siding
Width
In.)
Maximum
Allowable
Wind
Pressure
Maximum Nominal (AlloWable) Wind
S eed V ' —mph)
Wind Ex osure Cate ory
8 C D
3/8 15
6 80 170 .. 150 140
8 79 170 150 140
12' 50 140 120 110
7/16
16
6' 80 170 150 140
8 76 170 150 130
12 49 140 120 • 1i0
24
6 71 170: 145 130
8 1 51 145 120 110
12. 32 110 90 90 I
rur 01: i inan = W.q mm, 1 par= gr.eo rat I mpn a U.44( m/s. .
tt) One fastener per stud Icc;ated 314 inch fium the top edge of the siding. Each successive course of lap siding must
overlap a mirlmum of 1 inch. Fastener must have a mliumum head diameter of 0207 inch, a minimum shaft diameter
of 0.113 Inch and a minimum length of 2.5 In (8d box nall). .
Wag studs must have a minimum specific gravity of 0.42.
ta) Three-sedorkl-gust; based on wind pressures acting Mvrard and away from building surfaces, at 30-ft height in Zone 5
with smallbst effective area per Chapter 6 of ASCE 7.05. Section R301.2 of the 2009 and 2012 IRC, and Section
1609.1.1 of the 20091BC.
Table 2b_ Lan Sidino — Maximum ulHmetA dasitin wind croon V _: O;
Performance
Category
Maximum
Wall' .
Stud
Spacingm
in.
Siding
Width
in,)
Maximum
UNimate
Wind
Pressure
s
Maximum Ultimate Design Wind Speed,
VU c11 (Mph)
Wnd Ex osure Cale or
B C D
3/8 16
6 133 200 180 180
8 131 200 180 180. .
12 83 180 150 140
7i16 -
16
6 133 200 180 180
8 127 200 180 160.
12 81 180 150 40 "
24
6 • 119 200 180 160
8 85 180 150 140
12 1 54 1 140 120 115
ror oi: i inrn = z7.q mm, 1 psi = 4r.av rat 1 mpn = u.44r mfe.
1'1 One fastener per stud located 314 inch from the.top edge of the siding. Each successive course of lap siding mustoverlapaminimumof1inch. Fastener must have a minimum head diameter of 0.297 Ini h, a minimum.shaft diameter
of 0.113 inch and a minimum length of 2.51ndhes (8d box nail).
21 Wan studs must have a minimum spedf)c giavily of 0.42.' pi 7hree-3econd-gust; based on wind pressures ading toward and away from building surfaces. ail 30-11 heigtri In Zone $
with smaltpst effective area per Chapter 26 of AbCE 7-10 and Section 1509.1.1 orthe 2012 IBC.
0 2014 APA - The Engineered Wood Associe(fon 07-02
APA Product Report® PR-N124
Revised July 2, 2014 Page 5 of 7 '
Performance
Category
Maximum
Wall Stud
Spacing fzl
in.).
n.uanr.u,o rrvrrnnar tagrowaale aest,
Fastener SpaGng Maximum11, in. o.a. Aliowable
WindEdges ; Field Pressure
in windspeed, V
Mawrn Nominal ANowable) .
Wind S eed V,' 3t (mph)
Wind Ex osure Cal o
B C D
3/8
1S g 12 46 130 110 105
6 80 170 150 140
24 6 12 31 110 90 ' 85 -
6 61 150 130 120•
7/16
16 6 12 45 130 110 105
5 60 17D 150. 140
24 6 12 30 110 '. 90 85
6 59 150 130 120
19/32
Fnr Cr• ;. ,h
16 6 12 41 130 110 100
6 80 170 150 140
24
3, a ...,.... , --
6 12 27 105 90
6 55 150 125 110 .
F" - v.Trr mry.
Fastenermust have a'mlnimum head diameter of 0.207 Inch, a minimum shaft dlanietoi of 0.113 inch and a rnlniniumlengthof2.6 Inches (8d box naiD.
Wag studs must have a minimum specific gravity of 0.42.
131 Three -second -gust: based on wind pressures acting toward and away from building suefaces, at 304hoight in Zone 5withsmallesteffectiveareaperChapter6ofASCE7-05. Section R301.2 ofthe 2W9 and 2D12 IRC, and Section1609.1.1 of the 100918C.
Table 3h. Pranpl 1.cUeiinn _ Mchwi ..— u1*0.,..e6...a__
Performance
Category
Maximum
well Stun
Spacii,42).
in.)
Fastener Spacing
in. 0.0
Maximum
Ultimate
Wind
Pasu e
Maximum U iimate Design Wind
Seed Vm o! Mph)'
E•' Field
Wnd osureGat c
B C t7
16' 6 12 77 160 150 130
6 133 200 180 180
24 6 12 51 140 , 120 110 130
6' 102 _ 200 . • 160 7116
19/
32 16
6 12' 74 1 ' 160 1 14D 130 6
133 20D 180' 180 24
16
6
I 6
12
50 140 120 110 6
12
99
69
200,
16D
160
140 '
150
13D
6
133 200 180 180 24
6 12 46 130 115 6
92 180 160 150 p.
r7 v.-rrr nuJ. - r"
Fastener must have a minimum head diameter of 0.297 anti, a minrrntrm shaft diameter of 0.1 ! 3 inch and a minlmum lengthof2.5 inches (ad bbx nail). Wall
studs must have a minimum specific gravity of 0.42. Three-
ftednd-gust; based on wind pressures actin toward and sv, *om build WMsmatlest'eftectiva area g
on
building
surfaces, at 30•ft height in Zone 5 perChapter26ofASCE7-10 an0 Section 1609.1. t of the2012 IBC. • 6)
2014 APA - The Engineered Wood Association
APA Product Reports PR-14124
Revised Jury 2, 2014 Page 6 of 7
Table 4a. Lap Siding Installed Over the Facer of SIPs111- Maxlmum nominal (allowable) deetnn udnA ennr•1 is (2)
Performance
Category
Maximum Ring
Shank Nall
Spacingi3)
in.)
Maximum
Wood Screw
pacing(!) .
in.}
Siding
Width
in.).
Maximum
Allowable '
Wind
Pressure
psf)
Maximum Nominal 411owable)
Wind Speed, Vjs) (mph)
Wind Exposure Cate
B C D
3/8 71 0.. 12
6 80 170 1 150' 140
8 63 154 130 • 125
12• 40 125 105 90
7/16 12 16
6 58 150 130- 120
8 42 130 1,0 100
12 27 105. 85
The facer of the structural insulated panels (SIPS) shad be 7/18 Performance Category or thicker OSS sheathingmeetingDOCPS2requirements.
The tabulated values represent the capacity ofthe LP Lap Siding Installedin accordance with the requirements of this. table. The tabulated wind spood aWl not exceed the SIP capacity'for word load ranistancs. One 8d ring'shank nail (0.120 inch in diameter) located 112 rich from the top edge ofthesiding. The ring shank nailsmusthaveaminimumheaddiameterof0.297 inch. a minimum shank diameter of 0.120 Inds and a minimum length of2Inches.
11 Une 08wood screw (0.164 inch in diameter) located 1/2 Inch from•the top edge of the siding may be used. The woodscrewsmusthaveaminimumheaddiameterof0.297 inch, a miriimum shank diameter of 0.164 Inch and a minimumlengthof2inches.
Three-$900nd-gust; based on wind pressures aping toward and away from Willing surfaces, at 30•it height in Zone 5withsmallesteffectiveareaperChapter6ofASCE7-05. Section R301'2 ofthe 2009 and 2012 IRC, and Section1809.1.1 of the 2009 IBC, .
Table ab. Lap Siding Installed Over the Facer of SIPS"I - Maxlm
Anaa& V.um uttin>tate design wind2j
anceFPectmqory Maximum Ring
Shank Nail
Spacing(3)
Maximum
Wood drew
Specingl`r
in.)
Siding
Width
in.) :
Maximum
Ultimate
Wind
Pressure
pso
Maximum Ultimate Design
Wind Speed, V„ nls) (mph)
Wind Ex osure otegory
B C D
3/8• 8 12
6 133 200 1 180 180
8 105 200 160 160
12 67 160 140 120
7/16 12 16
a 97 200 160 150
8 70 160 140 130
12 45 130 115
r-, - -I.—I v, . MFrn - v."r 111ra. .
The facer of the structural Insulated panels (SIPa) shall be 7/10 Perfo'rmanee Category or thicker 066 sheathingmeetingDOCPS2requiroments. ' •
at The tabulated values represent the capacity of the LP Lap Siding installed In acaonlance with the requirements Of thistable.. The tabulated wind speed shall not exceed the SIP capacity for wind load realeeanee. k't One Od ring shank nail (0.120 Inch In diameter) located 1/2 inch from the top edge of the siding. The ring shank nailsmusthave•a minimum M80 diameter of 0.297 Inch, a mintmum shank diameter of 0.120 inch vnd a minimum length of2inches. .
k One $8 wood screw (0.184 inch in diameter) located 1/2 Inch from the top edge of the s'Ing may be used. 'The woodscrewsmusthaveaminImmtheaddiametero10297Inch, a minimum shank diameter of0:164 inch and a minimumlengthof2Inches. " '
ds' Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-111 height in Zone 5withsmallesteffectiveareaperChapter26ofASCE7-10 and.Section 1609.1.1 of the 2012 IBC. ;
0 2014 APA - The Engineered Wood Association 07-02
APA - The Engineered Wood Association is an. approved national standards developer
aecrWiled by American National Standards Institute (ANSI). APA publishes ANSI standards
and Voluntary Product Standards for wood structural panels' and engineered wood products.
APA Is an accredited certification body under ISO 65 by Standards Council ofCanada ($CC),
an accredited inspection agency under ISOAEC 17020 by International. Code Council (ICC)
International Accreditation Service (IAS), and an accredited testing organization under
ISOIIECA7025 by IA9.' APA Is also an approved Product Certification Agency, Testing
Laboratory, Quality Assurance Entity, and Validation Entity by the Stata "of Florida, and an
approved testing laboratory by City of Los Angeles and Miami -Dade County-
APA — THE ENGINEERED WOOD ASS OCIA776N
HEADQUARTERS
7011 So, le St. • Tacoma, Washington 9"
Phone: (253) 5 -SM • Fax (253) 5815-7265 • Internet Address www.anawcod.om
PRODUCT SUPPORT HELP DESK
253) 620.7400 • E-mall addmw. help®apawood.org
DISC(JUMER
APA Product Report* is a tradernarlr of APA — The Engineered Wt o f Association, Tacoma.
Washington. The information contained heroin Is based on the product evaluation In accordance
with the references noted km this report Neither APA, nor Its members make any warranty.
expressed or implied, or assurne any Legal liability or responsibility for the use, application ol.
andior reference to opinions, findings, conclusions, or recommendations included in this report.
Consult your lop) Osdiction or design professional to assure compliance with code.
construction, and performance requbements. Because APA has no control over quality of
worlonanshlp orthe conditions under which engineered wood products are used, it cannot accept
responsibility of product performance or designs as actually constructed.
0 2014•APA - The Engineered Wood Association
Technical Note No. 014LP 1 Installing
LP"I SmartSideO Trim and Lap Siding on Concrete or Masonry Walls over
FLlrring Strips in Florida (V,,it Wind Speeds) This
Technical Note is an addendum to the LPO SmartSideO Trim and Fascia, and LP® SmartSideO Lap
siding Application Instructions ("Instructions"). It is intended to provide an alternative fastening
option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips.
The Instructions remain effective except as may be modified by this Note. Refer to the Instructions
for all other aspects of product installation. Trim
and lap siding may be installed on concrete or masonry walls over furring strips: Trim
and lap siding must be installed over a minimum 10 nominal size Southern Pine furring
strips with a specific gravity greater than or equal to 0.55. o
Install furring strips no more than 16"o.c. in wind speed areas less than or equal to
200 MPH' Siding
shall be installed to safely support all loads, including wind loads, of the locally adopted
building codes. The installation of siding shall result in a system that provides a load
path that meets the requirements for the transfer of loads from their point of origin through
the load -resisting elements to the structure. The mechanical connection of the furring
strip to the concrete or masonry structure is the responsibility of a design professional.
LP assumes no liability for any loss or damage caused by the design of the mechanical
connection of the furring strip to the concrete or rnasonry structure and is expressly
released by the purchaser or owner from any such loss or liability. Minimum
Fastener Type: o
Corrosion Resistant — Hot Dipped Galvanized or equal (ASTM A153)1. o
Ring Shank' o
Shank diameter = 0.120 inch o
Head diameter = 0.270 inch o
Length = fastener shall fully penetrate a minimum 1/2 inch into nailable furring Caution:
fastener shall not bottom out on masonry wall leaving the fastener head
less than flush with the face of trim or siding. Page
1 of 3 Date
created: 12l0412015 Last
Revision: 12/17/2015 Expiration
Date: 0812017 iSd
tir'on S;r 91 5cnta ;
rri.o TN
riv
1 7^r•rP.ct^t
The 2012 IRC and 2014 Florida Residential Code require a water-resistant barrier be used
on all exterior walls, except over concrete or masonry walls per Exception 1 in Section
R703.1.1 of both Codes. LP always requires the use of a WRB behind LP° SmartSideo
products. LP has no responsibility for any damage arising from a failure to use a WRB.
Lap Siding
Limitations:
o For use with Strand substrate lap (all widths) and/or Fiber substrate lap
up to 8 inches wide only)
Excluding Cedar Shake Fiber Lap, Bold Profiles Fiber Lap, Self -Aligning Fiber Lap,
and SmartLock"-' Strand Lap
Fastening Requirements:
Place fasteners 3/4 inch from top edge of lap siding
o Increase minimum lap siding overlap to 1-1/8 inch
o Blind nail two fasteners per furring strip (every 16" o.c.)
Min. 10
Furring Strips
Fasteners
o 0
1 1 I
0 0
1
v e
1 1
Lap Siding 1 .• 1 .
1 1. 1 i 1 .1
1 ( r 1 1 1
e 2 nails per furring (4 nails at butt joints)
e Nails spaced 3/4" from top edge of lap and 3/8" from ends of lap (approximately 1" apart)
e 1-1/8" min. lap siding overlap.
Page 2 of 3
14.1 Jn'on 3tr4a.
Nast>:..e TN
E4 ,) rigg•CS r;
515,
a•.+mtny:•rp..:+m
Date Created: 12/04i2015
Last Revision: 12/17/2015
Expiration Date: 08i20 17
Trim
Limitations:
o In Florida where high negative wind loads are a concern, box or common nails
should be used.
Trim nails may be used in Non -Hurricane -Prone Regions with the
following cautions: Do not overdrive or counter sink the fastener, nail
flush with the surface of trim. Detachment of trim is not covered by the
LPI SmartSide"' limited warranty whether common, box, or trim nails
are used.
Fastening Requirements:
o Two fasteners spaced a maximum of every 24 inches o.c. along the length of the
trim, or two fasteners at both ends with additional fasteners spaced a maximum
of every 12 inches o.c. along alternating edges the length of the trim.
o Trim under 7 inches wide use a minimum of 2 nails per width. Trim 7 to 12
inches wide use a minimum of 3 nails per width. Trim over 12 inches wide use a
minimum of 4 nails per width.
Wind speed is Ultimate Design Wind Speed/ Zone S/ 10 ftz/ 30 foot height. See 201.4 FRC.
2 Corrosion resistance and capable of preventing rust, stain and deterioration of the fasteners
under normal outdoor environmental conditions for a period of no less than 50 years. For further
information or guidance, consult your nail supplier/manufacturer.
3 Ring shank nails shall be capable of the performance specified in Table 1A Rine -Shank Nail
Withdrawal Loads of APA publication TT-109, Wood Structural Panels Used as Noilable Sheathing
when tested in accordance with ASTM D 1761, Standard Test Method for Mechanical fasteners in
Wood and NDS-2015. For further information or guidance, consult your nail
supplier/manufacturer.
Page 3 of 3
till On .n stray.
Ernie 41d1
Na Mf.. TN
fii ))PF6-:)CCU
5i 1'S6.5Scc
n' m
Date Created: 12/0412015 r LastRevision: 12/
1712015 Expiration Date: 06,12017
Florida Building Code Online Page 1 of 1
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Odell 5 KC1'.',SWNS TACTU1FA
Code Version 2017 FL* 10674.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
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Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
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Caareh Raeults - Annil"tlnne
EW Tvoe Manufacturer Validated By Status
F110674. Revision Owens Corning John W. Knezevich, Approved
U FL#: FL10674.1 PE
History Model: Owens Corning Asphalt Roofing Shingles and Starters 954) 772-6224
Description: 3-tab, 4-tab, 5-tab, laminated, starter and hip fit ridge
shingles
Category: Roofing
Subcategory: Asphalt Shingles
nWw.ev vY vo.n. nvvtivoo yr Y r^c onww a,c wnnnuawn n nc aaory.
Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487.1824
The State of Florida Is an WEED employer. Coovnoht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response toa public -records request, do not send electronic
mall tothis entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
emails provided may be used for OTtlal Communication with the licensee. However emailaddresses are public record. If you do nat wish tosupply a personal address,
please provide the Department with an email address which can be made available to the public. Todetermine If you are a licensee under Chapter 455, F.S., please
click h=.
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https://www.floridabuilding.org/pr/pr_app_lst.aspx 8/20/2018
TRINITY ERD
EVALUATION REPORT
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
740)404-7829
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
203)262-9245
Evaluation Report 037940.02.12-R8
FL10674-R23
Date of Issuance: 02/06/2012
Revision 8: 10/09/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Regis trotion No. 59166, Florida DC4 ANE3983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/09/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section ProperPropertvStandard Year 1507.
2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.
2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.
2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3.
REFERENCES: Entity
Examination Reference Date UL
LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL
LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL
LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL
LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL
LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL
LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL
LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL
LLC (TST9628) Physical Properties Classification letter 10/02/2015 Miami -
Dade (CER1592) FBC HVI4Z Compliance Various NOAs Various UL
LLC (QUA9625) Quality Control Service Confirmation Exp. 05/16/2020 4.
PRODUCT DESCRIPTION: 4.
2 Asphalt Shineles: 4.
1.1 Classic' and Supreme' are fiberglass reinforced, 3-tab asphalt roof shingles 4.
1.2 Berkshire' are fiberglass reinforced, 4-tab asphalt roof shingles. 4.
1.3 Devonshire'" are fiberglass reinforced, 5-tab asphalt roof shingles. 4.
1.4 Duration, TruDefinition Duration, Duration' Premium Cool, TruDefinition' Duration' Designer Color Collection,
TruDefinition'Oakridge', Oakridge- and WeatherGuard' HP are fiberglass reinforced, laminated asphalt
roof shingles. 4.
2 Hip & Ridge Shineles: 4.
2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles
and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.
3 Accessory Starter Strips: 4.
3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5.
LIMITATIONS: 5.
1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for
permitting or design guidance unless retained specifically for that purpose. 5.
2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.
3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for
fire ratings of this product. Exterior
Research and Design, I.I.C. Evaluation Report 037940.02.12-R8 Certificate
of Authorization #9503 6't' EDITION (2(n7) FBC NON-HVH7 EVALUATION F1,10674-1113 OwensComing Asphalt Roof
Shingles Revision 8:10/09/2017 Page 2 of 8
TRINITY' ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable
for use in all wind zones up to Va,d = 150 mph (V„ h = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.2 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Va,d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a gltalified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3.
6_2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
Berkshire shingles require minimum five (5) nails per shingle.
WeatherGuard HP shingles require minimum six (6) nails per shingle.
Devonshire'" shingles require minimum six (6) nails per shingle.
i Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
2507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus:
irN undarlaynrem ti
St in3tered
r r/opthcriocli'
nndorlarment
Drip_ Drip edge
6mn cive
Iviall first J $
Cli• JIInfJ JrIhCSIYeStorterSttipPositionedrdonflafirealrugttewish
6"renr;ve-d
Sintrr Strip ihinSlr merhnnils eoses =4 ratrea ;
Fab oaderbpne''~'•ots ?
VesttmlakG
vrrderbrmcnt
clip— \
edge
rjz& krtAad
r - "->' hrm ertc
vY
tmt4fistSwta.SDlptVr y Sdts.3np«fteAv.
Vrenvrvd Pftidentd abrty •rv+
Stirty Strip MA overboAlp roves end rakes 1/4'-3%4'
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization 119503 6' EDITION (2017) FBC NON-HVHZ EVALUATION F110674-1173
Owens Coming Asphalt Roof Shingles Revision 8.10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing— Classic° & Supreme:
Normal Mansard or Ares parsWindAreasHighWindde"anes VAreaparrvientosnormafe'r Areas viantes fuertee
S"Esposuro
Expoaicidn
C 7 7 4A:—*.—...._
Srrslirs strip
la tkf do swla*w
tRM" ' 0Yr I UW- RVft.
Standard Fastening Pattern
TRINITY ERD
Normal Mensord or Area pareWindAreasHighWinddeavanesy
Area pare viorltos normares Areas vientos fu•rtss
tiz i ; A Z'
121...—irk I t :' (B) t'Z• T
1 -1 .•''
86/8' Exposure
Expoaicidn
Sniviez lVip
a*. kidr tr!W;or 1
6-
Nail Fastening Pattern Seabd .
tap La
lirs doWU& e .-----
e • f-- • t•--•-i t
kYr 8W 8"r kVr t"
C
Asphxb rou1w8onmord Cwxnto
do trrho da as:afio Mansard
or Steep Slope Fastening Pattern Uterior
Research andDesign, I.I.C. Evaluation Report 037940.02.12-118 Certificate
of Authorization #9503 O1 EDITION t2(Y17) FBC NON-HVHZ EVALUATION FL10674-R73 Owens
Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page
4 of 8
6.2.8 Minimum Nailing — Devonshire'":
i=
t V , 7" 1 ran
aawf
5318' esposwe Sealant loutlonExxski4ndo5.5/0 ping Ubicaddn del sellador
Standard 6-Nail Fastening Pattern
TRINITY ERD
Nails
Tent" Spots of Asphalt Rocs Cement
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration4', TruDefinition° Duration, Duration° Premium Cool & TruDefinition
Duration Designer Color Collection:
4-Nad Fastening Pattern
r- UW0k*;tU"1npalso way, 11Ii
1 Standard
Fastening Pattern n•
Nall Fastening Pattern jjjj
5unr
a: 0lamnina am wlaal 1 c.
fn • c fa- 6-
Nail Fastening Pattern Fa5tening
for slope$ Creltrr Than 2.1.12 1
r•K,L h{1Cv r- --, •
I-"-1l• I
y , { _ •—•fir.EmlMansard
or Steep Slope Fastening Pattern Exterior
Research and Design, I.I.C. Evaluation Report 037940.02.12-R8 Certi
irate of Authorisation tr9503 frEDITION (2017) PBC NON-h'VHZ EVALUATIONFL10674-R13 Owens Coming
Asphalt Roof Shingles Revision 8:10/09/Z017 Page 5
of 8
6.2.1 Minimum Nailing-TruDefinition•Oakridge°, Oakridge°:
4 Null Pau orn
Esryrana colt d davos
J
r
Imo.— w if- re --•)
SSW Erposale Mafia 6SAW, Expowm Exposidardo6510pidg.
Clam$ Exposrr.'ottde6Wprdg. Standard
Fastening Pattern TRINITY
ERD 6
Nall Pastem Eswuema
con 6 davos 1'
T• tr
V 65$
Expowuo tbvm 5619"Expowle F.
apaskicnde 5rue)Wg Efyosici6n de 6 Ut ptg. j
Fastening tar Slopes Groater Than 71.12 GO
V)." 1
I
1
Mansard
or Steep Slope Fastening Pattern 6.
2.1 Minimum Nailing — WeatherGuardd HP: 6-
Nail Fastening Pattern SlnVlo
61dp Vlow Vbb
1lsb d i" -
1
i :
6i1sb1tre 11vn1tds dl fths Cbt
w ieIfer b !J}te6ir Werior
Research and Design, LLC. Evaluation Report 037940.02.12-118 Certificate
of Authorisation #9503 6' EDITION 12017) FBC NON-HVHZ EVALUATION F1.10674-1173 Owens
Coming Asphalt Roof Shingles Revision S.10/09/2017 Page
6 of 8
TRINITY ERD
6_3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire* Hip and Ridge Shingles, High Ridge, WeatherGuard HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidgeTO Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand -sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
2507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge:
Fig.1
tvwe dvnYi•-- rJ+g•
i
y it
Fip.2 —
t WPM" 5iJVVOtw
NM! r— I nab I
r'ttj•1 IrVP416ij•il t 1
l
J73
I
I
Q1bl1
I
1
11
1
t
1
i
1
I
6.3.4 Minimum Nailing— WeatherGuard® HP Hip and Ridge:
Fig. C Hip & Ridge Shingle Fastening
ToPVW
juotb Nalb
rT1 t"
i
j1
g'• E[PO:I:ro t
t
F.xiorior Research and Design, LLC. Evaluation Report 037940.02.12.R8
Certificate of Authorization g9503 6'N EDITION (ZW) F8C NON'-HVH7_ EVALUATION F1,10674-1173
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 7 of 8
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Provailing
W'" Dirttetion Sealant Stu
6' Exposure _ _
F;sten 71h-
Cover Exposed
Fastomrs Weth
Roar Celrem
TRINITY ERD
Standard
Fastening
Pattern y-.•'- —'—
12' 1 _—•-•-
7 h , El pas e
6.3.6 Minimum Nailing — DuraRidge'" Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Aa.adnr. w<n' Ww.grncamDlr.rdex.rl r nuM.vlr
Q:1 xe:.• d.l ,i"+ pr vY rewcl c
1 1
Ii11T1•).1h
iap'rr...
tl- cp p1
1 I' VY.N 711t C1M.Y 1•r.
1 n,n
4•-
1
is 14
I kc
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1S07.2.7.1 / R90S.2.6.1.
H. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
END OF EVALUATION REPORT -
Urterior Research and Design, UC. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9503 6°i EDITION (2017) FBe NON-Kvit7. EVALUATION F1,10674-R13
Owens Coming Asphalt Roof Shingles Revision 8. 20/09/2027
Page 8 of 8
Florida Building Code Online Page 1 of 1
r U4g.
1.
l Professional Regulation s '" '1 1.
ge ea,oerr:.:ufirm
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Product Approval Menu > Predutt or Aeolicatlon Sea= > Application Ust
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Code Version 2017
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FL# 17206.1
Product Manufacturer ALL
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M Tvoe Manufacturer Yalidated By Status
FL17206-R4 Revision WOODLAND INDUSTRIES, INC. Locke Bowden P.E. Approved
History FL#: FL17206.1 334) 300-1800
Model: TYPE 11 underlayments-HVHZ
Description: #30 Asphalt -Saturated Organic Felt
Category: Roofing
Subcategory: Underlayments
npprvvev vy worn. npprovars or worn snarl R revreweo ano raoneo or me r'wl. anwor me tArnmession rr necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail tothis entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
emalls provided may be used for official communication with the licensee. However email addresses are public record. Ifyou do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click )erg.
Product Approval Accepts:
al. RMr
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_lst.aspx 8/20/2018
MtAMMADE COUNTY
cw
ACCREDITED
CONSTRUCTION MATERIALS
4ECHN0L001E3
LABORATORY TEST REPORT
Report for: Woodland Industries, Inc.
1520 Kalamazoo Drive
Griffin, GA 30224
Attention; Pam Herring
Date: March 22, 2011
Product Name: Type I Asphalt -Saturated Organic Felt Manufacturer: Woodland Industries, Inc.
Project No.: WII-007-02-01 Source: Woodland Industries, Inc.
LDate Received: March 3, 2011 _ - Dates Tested: March '11_18. 2011
Miami -Dade Notification No.: PRI11018
Subject: The purpose of this project was to test Woodland industries' Type I felt for compliance with
the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification for
Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type 1.
Test Methods: Testing was performed in accordance with ASTM D 226: Standard Specification forAsphalt-
Saturatod Organic Felt Used in Roofing and Waterproofing, ASTM D 146: Standard Test
Methods for Sampling and Testing Bilumen-Saturated Felts and Woven Fabrics for Roofing
and Waterproofing, and ASTM D 727: Test Method for Kerosine Number of Roofing and
Flooring Felt by the Vacuum Method.
Sampling: Product samples were received from Woodland Industries, Inc., Griffin, GA on March 3,
2011.
WII-007-02-U1 PRI Accredrtations: 1AS IL.189; State of Florida TST b878: Metro -Dade 06-1116.02: CRRC
The lest results, opinions. or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any fond can be made without the ciienl's permission. This report shall not be reproduced except in
full without the written approval of Ibis laboratory. PRI Construction Materials Technologies. I.I.C. assurnes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report.
FRI G,nclruclim Nk;lCidtS Techndogie . U.0 W9 Qad9Pf V ive Tmm o, Ft 336t0 Tm: 613.0.5rn Fac $13.621.6is40 c•nui nwLtin:tru9ny prtcrri.cum Web9hK11:W'inaw.prcrmtcxn
Woodland Industries, Inc.
Laboratory Test Report for type I Asphalt-Saiufaled Organic Felt
PRI11018
Page 2 of 3
Results:
Property..liesult
Materials and Manufacture .
r— Free from lumps or t _ Free iron, kimps or
Materials and Manufacture jPass/Failj ASTM D 226 I Pass parlides of foreign vatGuas or foreign
substances__
Physical Requirements
Unrolling C 40°17 and 140`F jPalls/Failj —_-_-_- Pass No Damage NO Damage
Avg. Breaking Strength (tbfrin-vridth) i
10 specimens; 1 ' x 6': I ASTM D 1463.4±3Cond2h ,9 6`F:
Test ® 73.4±3 6117: Rate = Zn/min
MD47 a3U t40
CMD 23 a 15 20
Pliability [Pass/Fall)
5 specimens; t •' x 8':
Cond. WI 10-15mir. e 77t1 8'F; ' ASTM D 146
Test 90' over 1/2' (or 114") r in 2s @ 77°F; rI
I
Visual tnspeclion in 'flexed" position
No Cracking—
radius _
MD No ciackint _ g No Crar*Ing
W radius
CMD No cracking No Cracking No Cracking
I W radius W radius
sson Heating (ar°) `--•----_--•-- LT2 j-...—_..---;
specimens; 12'•x 6; i ASTPd D 146 I 2.2 i s4 s4
est_Cond. Sh_±_3min @ 221±5`F
Width of Roll;—
Report] (in) ASTM D 146 36.0 36"t 0.7 io
t
36" t 0 7%
Area of Roll; 42t3.1 216 or 432'— 210 —
rnin tI Moisture,
at point of manufacture. — max (°/
a) ASTM
D 95 ASTN,
D 145 = 2.6 I 4.3 4.1 Net
Mass of Saturated Felt; — min (
lb/100ft) I ASTM D 146 12,9 115 H
26—
Mass
of Saturant: min
0/100h2) ASTM D 146 69 62 ISO Mass
of Desaturated Felt: — ASTM D 146 min (Ib1100f1) Saturation;
ASTM D 226 5.
8 120
5.
7 120
10.
0— 150
10.
0 10.0 Ash; max(%}__ _
t ASTM
D 14G 4.6 Workmanship,
Finish, and Appearance Finish,
t! 1Fa•
Ishec ptod.rt spat! ivr va
ary ?. air ,r. ac•mry x:
r:rd r.oe ,'«all^ F-
C-41W ra03:0. 5n211 be .. dl,:
roughly a :u wvfwn. v t.
t,ra•.ed, Yee Workmanship. and Appearance; AST04 D 226 i Pass aic or o•hcrs may ut
ec::lrty ek
jP3ss/Failj 1 rN:encro vNft .d'w:ion or
o:nn: ihw ma; irl:(
Rq•a Mr1:.d'P•:,rm andfra,: of visNC e.tardl I zn3 fruo of victbla o.terral celecis
od°ctr. Nola ,
v: ur As Agteea upon by vurcnaser ana serer Nola
S: Saturation efficiency is 72%. Minimum requirement is 7091a fnr TypeI W11-
007-02-01 PRI Acueditalions: IAS TL-189, State of Flurida TST 5878, Metiu-Dale 06-1116.02, CRRC The
test results, opinions, or interpretations are based on the material s-jppfied by the client. This report is for the exclusive use of staled client.
No reproduction or facsimile in any formcan be made without the client's permission. This report shall not be reproduced except In full
without the writ' an approval of this laboratory. PRI Construction Materials Technologies. LLC. assumes no responsibility nor makes a performance
or warranty statement for this material or products and processes containing this material in connection %vith this report. fU
fanStruct:cn l4a rne5la;mabq:., ILC 6408 gad9v El6se larrtr;, FL ;Ca:O Ts#:81-3-Ei S =i li T-ax• 313 o21 5340 enu4 mzt-ateeslbyh?Fr cmt Can •r:ecStto: hltprwvw.onc: r ::o•n
Woodland hodusnies, Inc.
Laboratory Test Report for Type I Asphalt -Saturated Organic Felt
PR01018
Page 3 of 3
Statement of Compliance:
This product complies with the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification
for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type I.
Signed:--- - /zf ---- Signed.__
t_ZachPriest — Due Nguyen f
Director Florida Regislered Professional Engineer
P.E. Number- 65034
Date:.--- --.... /-C.[,u! , } GjI —__ Date:_.--
WII-007-02-01 PRI A:uedhations. [AS TL-189; State of Florida Ts r wa; fl:etro-Dade 06-1116.02: CRRC
The test results. oairsions. or Interpretations are basal on the material supplied by the client. This report is for the exclusive ime of stated
client. Nc reproduction or facs+m.le in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory PRI Construction Materials Technologies. LLC. assumes no responsibility nor makes a
pertnrmance or warranty statement for this material or products and processes containing this material in connection with this report
FRI Ccrsl,,cIion MXHidk Tehr6c,9izs. I LC 6408 Badoer l rt: Tam; % FL 33Gi0 Ta1: 813.62'-57'i ; Fac 81 6ZI.53r„ a-rs,au m xi.lslrslee(mrrtn exa 41peLife: Atl lkvrr{s m;.cam
CONSTRUCTION MATERIALS
TiECHN0L001ES
l
ACCREDITED
U01
Report for:
Attention:
LABORATORY TEST REPORT
Woodland Industries: Inc.
1520 Kalamazoo Drive
Griffin, GA 30224
Pam Herring
Date: March 22, 2011
Product Name: Type II Asphalt -Saturated Organic Felt Manufacturer: Woodiand Industries, Inc.
Project No.: WII-007-02-02 Source: Woodland Industries, Inc.
Date Received: March 3, 2011 Dates Tested: March 11-18, 2011
Miami -Dade Notification No.: PRI11018
Subject: The Purpose of this project was to test Woodland Industries' Type II felt for compliance with
the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification for
Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type ll.
Test Methods: Testing was performed in accordance with ASTM D 226: Standard Specification forAsphalt-
Saturated Organic Fell Used in Roofing and Watelproofing, ASTM D 146. Standard Test
Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing
and Waterproofing, and ASTM D 727: Test Method for Kerosine Number of Roofing and
Flooring Felt by the Vacuum Method.
Sampling: Product samples were received from Woodland Industries, Inc., Griffin, GA on March 3,
2011.
WII-007-U_2-02 PRI Acxeoitat!ons, IAS TL•189: Stste of Fionca TST 5878, Metro -Dade 06-1115.02: CRRC
The test results, opinions, orirlerpreta:ions are cased on the materia! supplied by the client. This report is for the exclusive rse of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
fullwiihoid the written approval orthis laboratory. PRI Construction Materials Technologies. LLC. assumes no responsibility not makes a
performance or warranty statement for this material or products and processes containing this materiel in connection with this report
PSI Cims!nk2io r itatirials Tet;Mck)pes.. _K.. UU. axger ikino rnn i R. 3:610 10. 0*62:-51?T Rj: 812 421•S0i" e-,r:.g m uialsm, bq jo crinxom WebS-w rW' :.rarer aimV cam
Woodlared Induslties, Inc.
Laboratory Test Report for Type II Asphalt -Saturated Organic Fell
PRI11018
Page 2 of 3
Results:
Pe ..•
equirements
if
Materials and Manufacture
1. type
y
Frce Iron lumps or I Free from lumps or
Materials and Manufacture JPass/FailJ i ASTM D 226 Pass particles of foreign pamc es of foreign
substantws I substwices
Physical Requirements
Unrolling @ 40`F and 140`F (Pass/Fail% - - Pass No Damage i No Damage _-
Avg. Breaking Strength (Ibflin-width) 1
10 specimens 1- x 6": ASTM D 146 i
Cone. 2h Q 73.4t3.6'F;
Test uQ 73.40.6'F; Rate = 2inlmin
CI,A_D-- 36--- Z 15 k2
Pliability (Pass/f-ailJ -
5 specimens; 1' x 8% 1
Cond. Wl 10.15mrn @ 77t 1 8'F, ASTM D 146
Test 90' over 11'L- (or 114") r in 2s C 77`F; i I
Visual Inspection in'•Itexed" positron
MD I No aaccing No Cracking No Cracking
ratlius I V radius_
CMD No cracking No Cracking
W radius
No Cracking
1 i:" radius
Loss on Heating (%)
2 specimens: 12' x 6'; i ASTPA D 146 1.8 I 5 4 s 4
Test Cond. 5h33min (g 221 t5"F
6Nidill of Roll;
Reportl (in)
ASTM D 146 36.0 36 ^ t 0.7% 36 ` 10.7%
Area of Roll; 214 215 or 432"-- 216 °
min (R`) r
Moisture. at point of manufacture; ASTM D 95 j 1.2 4 3 4.1
max (°/r) ASTM D 146 ,
Net Mass of Saturated Felt:
min (lb/100ft")
ASTM D 146 275 11.5 26
Mass of Saturant; ASTM D 146 '16.4 6.2 150min (lb/100ft') __••
I -
y
Mass of Desaturated Felt; ASTM D 1A$ 11.1 5.2 10.0min (lb/100ffz)
Saiulalion, ASTM D 226 ( 152i 120 _
l
r-- -- --- - ---
150
min (%) I
Asti;
max (%) -•
ASTM D 148 j 4.7 -•--- 10.0
L.-._--._-..
Workmanship, Finish, and Appearance
I 1 Vo:r7rrh am ur: nmiy
m•;•vm OrJA,ri s!.a7'»
U,or7jph1 ano .oNformw
Workmanship, Finish, and Appearance; i "'""" r1°°rt''"""c
ASTM D 226 Pass r:r. or t ,¢. by roar sai.xred',ccofcuw-i
ek u, The., L,ar maYPass/F801 u,:vdera w-U) adhetl; h. tntadem won adl awvr.
alit free of vis lvs ecl rnar D•,d free of ;,+.Cta aYernsi
d°t°cte d+,,.rlc
Note A: Or As Agreed Upon by Purchaser and Seiler
1/11,11-007-02-02 PRI Accreditations. !AS TL-189. State of Florida TST 5878: Metro -Dade 06-11 16 02 CP.RCThe
test results. opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client.
No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full
without the written approval of this laboratory. PRI Construction Materials Technologies. LLC. assumes no responsibility nor makes a performance
or warranty statement for this matertal or products and processes containing this material in connection with this report. FREu+
nauuctiohM,:tiesT rneJoges.LLC 6A00D*E;Drne ixTTa.rL.S5;0 lld•813-621•STR Fit 812-571• e rhad:m5;ie1:1251ir;6crirnuxm w'vie:nCpr:varrtitrrlr r.
Woodland Industries. Inc.
Laboratory Test Report for Type II Asphalt -Saturated Organic Fell
PRI11018
Page 3 of 3
Statement of Compliance:
This product complies with the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification
for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type II.
Signed: -' —_ Signed:
1_1tn' "e"-
i<a Priest Duc T. Nguy6—
Director Florida Registewd Piofesbional Engineer
RE Number:65034
Date:-- - .._.._._._JI L f?byJ_ - -- — Date:
WII-007-02-02 PRI Accreditations: [AS TL-189; State of Florida TST 5878; Metro -Dade 06-1116.02; CRRC
The test results, opinions, or interpretations are based on the material supplied by the client This report is for the exclusive use of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval ofthis laboratory. PRI Construction Materials Technologies. LLC. assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report.
FHI Cartrw!on Ihatedals Toehncfoges, LLC 6408 badger Drcio T amps FL 33610 Ter.813.o21.5777 F3 313.621-5e46 a-maii: l denals!est rub t ncmi.com 'NebSRr A4-JMwvr.pncrc.coro
Customer:
Address:
City/State/Zip:
Phone No:
Sales Rep:
Online: No
Orlando Pull Sheet
Date:
Order No:
Value:
Jurisdiction:
Zone:
Permit Requirements
Required?' f- , _ Forms • •
3 Pulled
Yes Permit Application
2 Sets of Engineered Plans
Yes Expeditor Form
Yes Property Card
Yes Product Approval Cover Sheet
Yes Power of Attorney/Seminole County POA
Yes o NOC
Y / No Site Plans
Yes o Septic Letter or Elevation Certificate
es o
Product Approval Sheets (NOA)—In your packet from Permit -it. (2 copies
required)
Ye No Warranty Deed
cr—y-,-, o Copy of contract with construction values and signatures.
Yes / No Other:
CUSTOMER REQUIRED
es / No
SEMINOLE COUNTY MOLT/ 1UR/SD/CT/ONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: March 7, 2018
I hereby name and appoint: John Hunt
an agent of: Tuff Shed Inc. r (Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
All permits and applications submitted by this contractor.
Or
The speck permit and application for work located at:
44 D Al • El/io t U o P4 3-q'7/
Street Address)
Expiration Date for This Limited Power of Attorney: 3/7/19
License Holder
State License N
Signature of Lic
Tom Saurev
STATE OF COLORADO
COUNTY OF DENVER
The foregoing instrument was acknowledged before me this day of March
2018 , by Tom Saurev who is personally known to me.
AKSignature of No
JANE L. UYLAKI
NOTARY PUBLIC
STATE OF COLORADO
NOfi 0WID 20074042573
IN COMMISSION EXPIRES NOVEMBER 14, 2019
Jane Uylaki
Print or type Notary name
Notary Public - State of Colorado
Commission No. 20074042573
My Commission Expires: 11/14/2019
CPA Parcel View: 30-19-31-504-0600-0120 Page 1 of 2
4 i
Property Record Card
11VIM Parcel: 30-19-31504-060D-0120
se,r+o,aopurrKayinn PropertyAddress: 120 N ELLIOTT AVE SANFORD. FL 32771 Parcel
Information Parcel
30.19-31504-0600.0120 Owner(
s) GONZALEZ, MARTIN Property
Address 120 N ELLIOTT AVE SANFORD, FL 32771 Mailing
120 N ELLIOTT AVE SANFORD. FL 32771- Subdivision
Name MAYFAIR Tax
District S7-SANFORD DOR
Use Code Di -SINGLE FAMILY Exemptions
00-HOMESTEAD(2016) 6
13 ' L
7
14 140
1 162.46 Legal
Description LOTS
12 13 8 14 BLK 6 MAYFAIR
PB3PG35
Taxes
4
Value
Summary 2018
Working Certified Values
12017 ValuesValuation
Method Cost/Market Cost/Market Number
of Buildings 1 1 Depredated
Bldg Value 220,044 203,121 - Depredated
EXFT Value 600 s600 - Land
Value (Market) 61.047 53,80 Land
Value Ag Just/
Markel'"Iue" 5281,691 257.586 Portabilily
Adj Save
Our Homes Adj 65,494 45,836 Amendment
1 Adj 0 P&
G Adj r' _.
so -. .. Assessed
Value 216,197 211,750 Tax
Amount without SOH: $4,021.00 2017
Tax Bill Amount $3,148.00 Tax
Estimator Save
Our Homes Savings: $873.00 TRIM
Notice Help Does
NOTINCLUDE Non Ad Valorem Assessments Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 216,197) 216,197 0 Schools
5218,197 -- 216,197 0 City
Santoro 218,197 218,197 50 SJWM(
Saint Johns Water Management) 216,197 216,197 0 County
Bonds 216,197 216,197 s0 i
Sales Description
Date Book Page Amount Ouslified VacfImp WARRANTY
DEED 10/1/2015 08562 0,571270,000 Yes Improved WARRANTY
DEED 11/1/2002 04843 L 250,000 ; Yes I Improved WARRANTY
DEED 7/1/1997 03272 1024 175.000 Yes Improved WARRANTY
DEED 7/1/1979 01233 Q 76,500 Yes Improved WARRANTY
DEED 1/1/1974 91034 0814 54.000 Yes Improved I
Find Comparable Sales 1 t-- Land
Method
Frontage Depth Units Units Price Land Value FRONT
FOOT & DEPTH 171.W 156.W0 $340.W $61,047 Building
Information Is
BedlBath count Ingo=-
li
Here - - 0
Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Aalual/Effeclive 1
1927/1970 61 g 1,460 3.452 , 2,516, $220.044 $301,430 . Description Area http://
parceidetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=30193150406000120 8/20/2018
SCPA Parcel View: 30-19-31-504-0600-0120
I SINGLE
FAMILY
I
Permits
I i
1 I
It
i
I I
1 c•
41
WD/STUCCO
FINISH
Page 2 of 2
I DETACHED
CARPORT 464.00
FINISHED
GARAGE 440.00iUNFINISHEDI
OPEN _^
f PORCH 32.00
1 FINISHED
UPPER
STORY
i
i 1056.00FINISHED
Permit g Description I Agency Amount I CO Date Perna Date
03649 f ALL EXISTING WINDOWS ISANFORD $21.716 i 1 12/29/2015
Pomb O.b dO rro1 orl0ln.b ftm EI.le.*We C-.VPmps"y AWvWes ofte. For G&W. m Ou..Con. w *. ning . i.ni.4PINw. Wl 111. bnYFbq O.P.rb11.n1 Of Or. Ya a.bM In WhICh On ProP.r1Y 1. §o Wd.
Extra Features
ti..._.__..,_.__......._._....._...__....._.._.._. _._..,.-----__._. _...._---------_...._..___......__......._.__..,..._
Descrip0on Year BIA, Units Value New Cost
FIREPLACE 1 3/1/1927 1 1 1 $000 r $1.500
http://parceldetai 1. scpafl.org/ParcelDetailInfo.aspx?PID=30193150406000120 8/20/2018
TUFF SHER
Sales Consultant
RANCH MODEL: `T>a-'760 . 16 X l z
trJ10
OVINIUD VIEW
BUILDER'S HELPER
SO#: /z-? Z83a•
Customer Name: M- -6.0 DNZ 0 (y2
INSTALL DATE:
Base Paint: tda v-c-s o y G - -'^ Options (List):
Trim Paint
ASp..
y'. a i1r«7.
Accent Palnt(AP): 4,
AP Location:
Shingle: '1>z.5e,4 -pxx
DripNent Color. W 14,4v
Z - 8 it 14
7.'4z tJ.vsys
ld I L Qpo% Pr('Ls
Initials
f
Customer or responsible Individual will be at site at time of delivery?............................................................................ NO
Is site 6lean and level? (customer understands a leveling lee mayapply if site is more than 4" out oflevel.)..........................................J o NO
Is there 18" clearance around all 4 sides of the building?...............................................................................................NO
Is there clear access to the building site?........................................................................................................................i E, NO
Is there a 110-volt/20 AMP power outlet within 100'?....................................................................................................t
Customer understands building permits, fees and all related cost of site readiness are customer's responsibility?...... N0
Customer has been presented the "What to Expect" document?.................................................................................. NO
Customer understands that changes, cancellations or postponement will result in restockingtrescheduling fee?...... AV NOS
Is this a NO FLOOR option? ................ 1.+1inq.atit..................................................................................... YES(W-
Does the Customer plan to insulate this building?.......................................................................................................... YES W
How close to the build site can we park our vehicle?..................................................................................................... L
Special Instructions:
3,c L45S6
CITY OF
F' r SXT FORD
FIRE DEPARTMENT
Building & Fire Prevention Division
RESIDENTIAL SHED AFFIDAVIT
Q (
120 SQUARE FEET OR LESS)
1 ' PERMIT #: 1 O 3 to b25 ADDRESS: _ I / / `+ EI ` I o LL y
i 1 , HEREBY AFFIRM THAT ALL OF THE FOREGOING
INFORMATIO IS TRUE AND ACCURATE. THE SHED TO BE INSTALLED ON THE PROPERTY LISTED ABOVE WILL BE REQUIRED TO MEET THE
FOLLOWING: INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, PROPERLY TIED DOWN PER MANUFACTURER
RECOMMENDATIONS, AND LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE APPROVED SITE PLAN. SITE BUILT SHEDS MUST
ADHERE TO COMMON CONSTRUCTION PRACTICES. I UNDERSTAND THAT FAILURE TO PROPERLY LOCATE THE SHED IN THE APPROVED
LOCATION WILL BE A VIOLATION OF CITY CODES AND COULD RESULT IN THE SHED HAVING TO BE RELOCATED OR TAKEN DOWN AT THE
OWNER'S EXPENSE.
LICENSED CONTRACTOR
r
LICENSE #: C.BC 1 2-15 3
COMPANY/CONY
CONTRACTOR SIGN
EJ HOMEOWNER
ACTOR: (SHE'D
ATURE: DATE: 9 ` I V
OWNER/a)
OWNER/BUILDER NAME:
OWNER / BUILDER SIGNATURE: DATE:
PLEASE NOTE"
THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON SHEDS SIZED 120 SQUARE FEET OR
LESS. THIS AFFIDAVIT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND
WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE SHED.
STATE OF FLORIDA COUNTY OF
Sworn to and Subscribed before me thisIfIdayof20 / d by:
rn
Who is D Personally Known to me or has produced (type of
Intification) rL i.. e Slig asidentification.
DEBBIE WNTONMYCOMMISSIONIFF178111SignatureofNotaryPublic °• '` EXPIRES: February 25, 2011StateofFlorida ; gp rnNNolwmy ,ur&whem
Print/Type/Stamp Name
of Notary Public
Effective: August 1, 2017