HomeMy WebLinkAbout22-34995335 Eighth Street
Zephyrhills, FIL 33542
�*hone: (813) 780-0020
Fax: (813) 780-0021
BGR-003499-2022
Issue Date: 02/15/2022
REINSPECTION FEES: (c) With respect to Remspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
PjTVjj��j111jwj11j!1j11! 1!11 1!� !1111 gill 11
I T111111111311117 I mm wl mm: rMl i In 0.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances, NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
'M41LUIL '10
CONTRACTOR SIGNATURE PEITPE IT
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 fi
Building Department I ,
Date Received Phone Contact for Permitting 13 1 6 5 7 — 01
a I a I a I It �N I*#*#
Owners Name Lydia Hunt Owner Phone Number 813-464-5121
Owner's Address 5446 11TM TEHYRNILI S,Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESSiiNll LOT #
SUBDIVISION PARCEL
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE 1 QX12 So FOOTAGE HEIGHT Po
_xxWLVWTxxAL, x , x 'it - tA x x I IL x x -V'W_X I X-X- W X-X X X_WX IE'X'X A IL W 1E_ V C it �t Ir 1E W x & , TIE k x W_ , x , x - x C x it x x III: C 4 x
=BUILDING 1'632- =4 2- VALUATION OF TOTAL CONSTRUCTION
El
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C,
=PLUMBING
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS I== FLOOD ZONE AREA =YES NO
BUILDER COMPANY TUFF SHED, INC
SIGNATURE REGISTERED g EI:EiE�. �.R I I E N
Address License #
ELECTRICIAN COMPANY E;;;;:
SIGNATURE E=== REGISTERED �FEE..RRE�11��
Address E======== License #
PLUMBER COMPANY E
SIGNATURE E:=:= REGISTERED �L_ILN ;�JFEF CURREN �Y
Address License #
MECHANICAL COMPANY
SIGNATURE E=== REGISTERED L_X_LN _J FEE CURREN
Address E========== License #
OTHER COMPANY E;;;;�RREN SIGNATURE REGISTERED FEE Y / N��
Address License #
RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Storrnwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 clumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500)
- Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofsif shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
E
1) All property markers shall be folly exposed at time of inspection, (RE'l) TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored per rnanufactures specifications, (RE-D TAG IF
NOT ANCHORED PER PLAN)
3 3) All set ticks shall be met.
4) Shall not be installed in easernant s,
5) Shall be set in the rear or side yards.
6) Only 2 accessory buildings per parcel,
7) Sheds shall not be rented or inhabited,
8) MUSt meet and follow all conditions of ordinance'.780-01
9) No accessory bUilding shall be larger than 300 sq ft without site -plan approval
10) Not to exceed 16" in height at peak,
11) No other work shall be permitted (frarr1irig, PIUMbing, electrical and mechanical) unless
otherwise specified,
12) Accessory buildings in residential zories that exceed 150 sq ft shall be constructed of
rnasonry, wood frame, alurninum or vinyl, AlUrrdrIUM and vinyl shall be residential grade
and be consistent with existing architecture of the principle building and adjacent
13) Fence shall not encroach neighbor's private property or right of way,
14) Fence shall be no taller than 6 feet in the rear and sides of home. 4 feet from the front
15) Good side of fence shall face out,
813-780-0020 City of Zephyrhills Permit Application
Building Department . .. .......
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may beMoreTesfiiqtjva,,,, ..... .. ..... ...... .........
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to unclerk; they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law,
contractor may be cited for a misdemeanor violation understate law, If the owner or intended contractor are uncertain as to what ficens!
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Sec;
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor,ptlo—w"'e f,
application for which they will be responsible, If you, as the ownersign as the contractor, that may bean indication that he is not propgql%,i&Pj�,4,,ands "y
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersignott,,janae"f,
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of now buildings, change of use in exisfi64,,)\'jg
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned alsodr
such fees, as may be due, will be identified at the time of pennitfing. It is further understood that Transportation Impact Fees and
...... . . .......... ..... ..... .....
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of oceng
power release, the fees must be paid prior to pennit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they mu$41"
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter M, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, iF�p applicant
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Departmentiff 11 ---- ------
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses,
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be Cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate pennit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A pennit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
. ......... ......
16,114111k; IN= 0 ;]MANI 1 K1,112ft", 11 IM►Ill ffm 10-
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
—b
Who is/are personally known to me or has/have produced
as identification.
—Notary Public
Commission No.
Name of Notary fijped, printed or stamped
<��T fit,
CONTRACTOR
Subscribed and sworn to (or affirmed) before me this
by
Who Ware' rson iiy known to -me or has/have produced
a entification.
_Notary Public
Commission No.
Name of Notary ty ad, printed o stamped
...... ....
AR S MALDONADO
$SkIn # GG 34627
June 18, 2023
':: Troy rain Insure
Bonded That CARE
L01 m5, 80o.38s.7frig
ARLOS MALDONADO
*Commission
ontritission # GG 346275
3 Expires June 118, 2023
B. 4
Bon it at Troy rain Insurance AAniqr 7A
INSTR#2022013595OR E3KI0528 PG3429 Page 1 of 1
01/1812022 08:29AM Rcpt:2403587 Rec:10.00 DS:0,00 IT:0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk &Comptroller
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NOTICE T
FLORID PASCO
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WARINI G TO OWNER ANY PAYMENTS MADE 13Y THE OWNER AFTER THE EXPIRATION OF OIL NOTICE OF COMI ENCLMENT..
ARE CONSIOERED, IMPROPER PAYMENT$ UNDER CF(Af'TEk 114, PART 1, SECTION 113 13, FLORIDA W47VYES, AND CAN
RESULT IN YOtlR PAYING TWICE FOR IMPROVEMENTS TO YOUR Pf2t7PRTY A NOTICE Of C00ANIENCE. Nr MUST K
REC:ORM, _0AN£TPCISTED ON tHT--JOBSI TL;. WGRS: THE. PIRS T INSYEC I ION.. dF YQC+lPf'TEAdU iG?Oki TAtN FTFA,iNC;sFEt:, 4.C.}543ULP
tx iTr4 YtltlR LENEW R OR AN ATTORNEY BEFORE COMMENCING OR RECORDING YOUR NOTICE OF COMMENCEMENT
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STATE OF d`LCIRIOA
COUNTY Of PASC.O
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gitFr: c�.rLvlr�ct9s`.?*ku+Rftar;+Mainatt�r
Signatory Ii TakwOfficd
Ttr*. fiat aacJckxiTt rrr aruneekt:t +we§ .1a':dne)aYt&�t,9tFrc£ Uafaaa ptau thrs Q.3, day of JallGa.ey 2022, 1, _LYCIFa rium
....tttdat of £rt:'PK1 My, @ 41. olff5`Par trottl d, intootuy n factl f x
Lydia NGtlt _ tnamo of party on I eos+f Of whom twdru nua t was axa c tatil
Ptauot-I y Kn,-wn 0 OR Ptr rood tdontl& al,c n wary S6cJ,n,,41 v
i,9a of loontiftcatta+r Rrcaar+csa_ ci Florida Drivers License Name tPnno Lyd! lack,
Lydia Black
Notary Public
Remote Online State of Florida
Comm#: GG978800
Exp: 04/14/2024
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MIAM�U
E) MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD A" CODE ADMINISTRATION DIV[SION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEP www.miamidad-any/peang --
GAF
1 Campus Drive
Parsipanny, NJ 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER ® Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
ietemined by Miami-ttjfc CouAty Pm4yct C*ritrol 'Sectivn thvt this pr6duct-,5r material &ils tv mect the requirciric-ats
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Leak Barriers and Roof Deck Protection
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the ymduct or ILrocess. Misuse of this NOA as an endorsement of aini., rodu
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
shall be available for inspection at the job site at the request of the Building Official,
11,01ft) 111MI, 94 14116111,11 M a rf 1110 IR&ZRB XWJ PAW111% I a UTA in
NOA No.: 19-0917.02
Expiration Date: 02/22/23
Approval Date: 10/15/20
Page 1 of 8
Roofing
Underlayment
SBS/Polypropylene/Asphalt
SCOPE'.
nis aloproTes non un Yaj-77777, Te US= on exisung r4lo
described in this Notice of Acceptance, designed to comply with the Florida Building Code and the High Velocity
Hurricane Zone of the Florida Building Code.
Aiall
Barrier
Manufacturing
Location # 1, 8, 14, 15
StormGuard" Film
8xewW L"k-Darilev
Manufacturing
Location # 1, 8
Sheet
Manufacturing
Location # 1, 8
Deck-Armor� Premium
Breathable Roof Deck
Protection
Manufacturing
Location # 7
Tiger Paw� Premium
Roof Deck Prote
Manufacturing
0 7 F MMMK W
Roofing Felt
Manufacturing
datwk=66
Test Product
Dimensions Specification DesgriptLon
36" x 50' rolls ASTIR D1970 Granular surfaced modified, fiberglass reinforced,
36" x 66.7' rolls bituminous sheet material for use as a leak barrier
underlayment in sloped roof assemblies. Designed
as an ice & rain shield.
36" x 66.7' rolls ASTM D1970 Modified, fiberglass reinforced, bituminous sheet
material for use as a high temperature leak barrier
underlayment in sloped roof assemblies. Designed
as an ice & rain shield.
3 9_3 /8" x 66' rolls
S3��
AST M D 1970 Self in SBS roof membrane.
ASTM D4601
Type 11
ASTM D226 A LTV -stabilized polypropylene breathable
Type 11 underlayment. To be used for roof deck protection
as an underlayment in sloped roof assemblies.
ASTM D226 A UV -stabilized polypropylene non -breathable
Type R underlayment. To be used for roof deck protecti
as an underlayment in sloped roof as,;
ASTM D226 A UV -stabilized polypropylene non -breathable
Type 11 underlayment. To be used for roof deck protecti
as an underlayment in sloped roof assemblies. I
NOA No.: 1.9-091
WDECO
CUNW Expiration Date: 02/2
MM Ow MOM= Approval Date: 10/1
Page 21
PRODUCTS DESCRIPTION'.
Test Product
Product Dimensions Specification mr
Des iption
p9. —
Shin gle-MateO Roof 36" x 144' rolls ASTD226 Fibergass-reinforced asphalt felt underlayment. To
Deck Protection Typell be used for roof deck protection as an
Matuffacturing underlayment in sloped roof assemblies.
Location # 3, 16
LiberW' SA Glass Cap 39_3/8,, x 34' rolls AST1970 Granular surfaced modified, fiberglass reinforced,
Sheet AM D6163 self -adhering SBS roof membrane.
Manufacturing ASTM D7530
Location # 8
GAFGLASO Ply 4 39.37"
Manufacturing (I meter) Wide
Location # 8, 9
GAEGLAS' FlexPly' 6 39.37"
Manufacturing (I meter) Wide
Location # 8, 9
Tri-Ply' Ply 4 39.37"
Manufacturing (I meter) Wide
Location # 8, 9
1. Mt. Vernon, IN
2, Mission, British Columbia
® Pryor, OK
4® Qingdao, China
5. Charleston, SC
6. Spartanburg, SC
7. Dadra, India
8. Savannah, GA
9. Fontana, CA
10. Homer, LA
11. Umerkui Kilvani, India
12. Parzai, India
13. Richmond, VA
14. Arkadelphia, AR
15. Tuscaloosa, AL
16. hafter, CA
ASTM D2178 Asphalt impregnated glass felt with asphalt
Type IV coating.
ASTM D2178 Asphalt impregnated glass felt with asphalt
Type VI coating.
ASTM D2178 Asphalt impregnated glass felt with asphalt
Type IV coating.
NOA No.: 19-091
Ctl
MAWDEWCOUNW Expiration Date: 02/2
Approval Date: 10/1
Page 31
EVIDENCE U TT a
Test Aggncy
Test Identifier
Test a e art
Date
Intertek Testing Services NA Ltd.
3077464-01
ASTM D 1970
08/23/06
3090131
Wind Uplift and Self Selability
0/23/06
10025 5 3CO -OIOA
ASTM D226 Type II _
01/11/11
100673 18CO -003
ASTM 1226 Type II
06/13/13
10157289000Q-005
ASTM D226 Type II
04/17/14
F8549.02-106-18-R0
ASTM D226 Type II
11/08/16
PRI Construction Materials
RGM-023-02-01
ASTM D4798
05/16/07
Technologies, LL,C.
GAF-112-02-01
ASTM D226 Type II
03/15/06
GAT'-238-02-01
ASTM D1970
03/03/10
G-323-02-01
ASTM D1970
11/30/11
GAP-324-02-01
ASTM D1970
11/30/11
GAF-325-02-01
ASTM D1970
11/30/11
GAF-326-02-01
ASTM D1970
11/30/11
GAF-275-02-01
ASTM D1970
11/11/10
GAF-344-02-01
ASTM D1970
04/23/12
GAF-339-02-01
ASTM D226 Type I
03/14/12
FL.I{-311-02-01
ASTM D 1970
09/ 11 /07
GAF-446-02-01
ASTM D226 Type 1
09/26/13
GAF-518-02-01
ASTM D226 Type 11
06/04/14
G - 18-02-01
ASTM D4533
12/06/17
GAF-829-02-01
ASTM D226 Type II
01/15/18
G-314-02-01
ASTM D217
07/21/11
GAF-315-02-01
ASTM D2178
07/21/11
GAF- 26-02-01
ASTM D226 Type IYASTM D4533
07/12/18
GAF-847-02-01
ASTM D226 Type II/ASTM D4533
06/05/18
GAF-914-02-01
ASTM D226 Type 11/ASTM D4533
04/11/19
376TOO12
ASTM D226 Type 1I
07/16/19
376TOO18
ASTM D226 Type II
0 /01/19
376T0032
ASTM D1970
10/22/19
376TOO54
ASTM D226
02/19/20
Trinity-F
GAF-SC13285.17-1
ASTM D1970
03/08/17
GAF-SC13285.17-3
ASTM D1970
03/08/17
G-SC13285.17-4
ASTM D1970
03/08/17
G-SC13285.17-2
ASTM D4601 Type II
03/08/17
GAF-SC9700.08.15-RI
ASTM D2178
02/08/17
GAF-SC12915.09.17
ASTM D1970
12/11/17
GAF-SC12915.09.17
ASTM D6163
12/11/17
GAF-SC12915.09.17
ASTM D7530
12/11/17
MG FTC, L,LaC
4S-G-18-001.01.19-1
ASTM D2178 Type IV
01/02/19
4S-GAF-18-001.01.19-1
ASTM D2178 Type VI
01/02/19
CMIMMM1=0MADECOUNTY Expiration Date: 02/22 1
Approval Date: 10/15
Page 4 0
Deck Type 1® Wood, non -insulated
Deck Description: '9/32" or greater plywood or wood plank
System E(2): Membrane mechanically fastened to deck.
Separator Sheet® One or more plies of GAF GAFGLASI Ply 4, GAFGLAS" FlexPly"M 6, Rosin Paper, AST M D
226 Type I or Type 11, Shingle -Mate* Roof Deck Protection, Deck -Armor" Premium Breathable
Roof Deck Protection, FeItBusterl High -Traction Synthetic Roofing Felt, or Tiger PawTm
Premium Roof Deck Protection loose laid.
Membrane: One or more plies of WeatherWatce Mineral Surfaced Leak Barrier, StormGuare Film
Surfaced Leak Barrier, Libert)jm SA Glass Cap Sheet, or Libertym SBS Self -Adhering Base/Ply
Sheet membrane mechanically fastened with a minimum 3" side lap and a 6" end lap to deck
through the separator sheet with approved nails and tin caps 6" o.c° at the laps and staggered rows
12" o.c. in a grid pattern in the field of the roll.
Surfacing® Approved Roofing Assembly.
NOA No.: 19-0917,1
CM"ADE COUNTY Expiration Date: 02/22
Approval Date: 10/151
Page 5 0
Deck Type I: Wood, non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(4): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: Two plies of ASTM D 226 Type I or Shingle -Mate" Roof Deck w......a
OR one or more plies
of ASTM D 226 Type 11, Deck -Armor"' Premium Breathable Roof Deck Protection, FeltBuster,
High -Traction Synthetic Roofing Felt, or Tiger Paw T. Premium Roof Deck Protection with a
minimum 4" side lap and a 6" end lap mechanically fastened to the deck with approved nails and
tin caps 6" o.c. at the laps and staggered rows 12" o.c. in a grid pattern in the field of the roll.
If roof is exposed to rain/snow, tape all end and side laps with approved butyl adhesive based
seam/cover tape or an approved waterproof cloth duct tape (follow the tape's manufacturer's
installation instructions). Always apply tape over all fasteners at the center of the roll or the end
laps to help prevent rain or snow from entering at the fastneners,
Membrane: One or more plies of StormGuare Film Surfaced Leak Barrier membrane with a minimum 4"
side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the
membrane to obtain maximum contact. Remove the release membrane as the membrane is
applied.
Surfacing: Approved for Metal roofing, Slate, and Asphalt Shingle assemblies.
NOA No.: 194917.02
Expiration Date: 02/22/23
Approval Date: 10115/20
Page 6 of 8
LUKUTATIONS:
1. Fire classification is not part of this acceptance.
2. WeatherWatcV Mineral Surfaced Leak Barrier, StormGuare Film Surfaced Leak Barrier, Liberty�m SBS Self -
Adhering Base/Ply Sheet, Libefty"4 SA Glass Cap Sheet, Shingle -Mate' Roof Deck Protection, Deck-AnnorTm
Premium Breathable Roof Deck Protection, FeltBuster" High -Traction Synthetic Roofing Felt, and Tiger Paw""
Premium Roof Deck Protection shall not be used as roof tile underlayment.
3. This acceptance is for prepared ► applications. Minimum deck requirements shall be in compliance with
applicable building code. WeatherWatcV Mineral Surfaced Leak Barrier, StorrnGuare Film Surfaced Leak
Barrier ' Liberty— SBS Self -Adhering Base/Ply Sheet, Liberty' SA Glass Cap Sheet, Shingle -Mate' Roof Deck
Protection, Deck -Armor' Premium Breathable Roof Deck Protection, FeltBuster" High -Traction Synthetic
Roofing Felt, and Tiger Paw"g Premium Roof Deck Protection shall be installed in strict compliance with applicable
Building Code.
t
LIMTATIONS'.
11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current uct Control
Notice of Acceptance and applicable Building Code. ...... .
1m All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and.
Rule 6 1G20®3 of the Florida Administrative Code,
13. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
d state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below.
CMIAMMIOMM
WAMMADE ;t Expiration
i, Approval �# `i'. V
312/2021
Florida Building bode Online
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BMHorn
e ; Log ht User Registration Not topics SubmitSurcharge stats & rects i Publications ! ion t1s � 9Ci5 Bike �!P tan4cs Smardi
dN Product Approval
USER: Public User
P axt rouai hk > _Zk_or ^o11c UQ4 sev > AURIbBoa= > Application Detail
v tEt, FL * FL22202-R4
Application "type ion
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Tuff Shedd, Inc.
Address/Phone/Entail 1777 South Harrison Street
Suite 600
Denver, CO $0210
(303)474-5557
bgrirnestuffshed.com
Authorized Signature Tom Saurey
bgrimes@tuffshed.com
Technical Representative Patrick Kessler
Address/Phone/Emall 1777 S Harrison Street
Denver, CO 80210
(303) 753-8833 Prot 5617
pkessler@tuffshe,d.com
Quality Assurance Representative
Address/Phone/Etnail
Category Exterior Boors
Subcategory Swinging Exterior boor emblies
Compliance Method Certification dark or Listing
WindowCertification Agency
AssociationValidated By Window and Door Manufacturers
Referenced Standard and Year (of Standard)
ASTM E330 2014
TAS 202 1994
Equivalence of Product Standards
Certified By
I affinn that there are no changes In the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
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COEMESEW
Product Approval Method
Date ;,,
Date Validated
I tdodoir Number or Nome
r
Approved for use in HVHZ. Yes
Approved foruse outside HV"z: yes
Other:Impact Resistant N/A
Design Pressure. +42/-42
Limits of use
Approved for use In "VHZ- Yes
is b
Impact
Design
Other: only
?� r
Limits of Use
Approvedfor use in HVHZ: Yes
Approved for use outside ki : Yes
ImpactResistant: N/A
Design Pressure: +42/-42
Other: Structural only
Limits of T
Approved `M for use In HVHZ*. Yes
Approved
Impact Resistant. N/A
other: Structural only
r r
r
Maximum Size •wide by 84" high
Certification Agency
InstructionsQuality Assurance Contract Expiration Date
Installation
Created by Independent Third Party:
Evaluation
Created
by Independent Third Party-
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7717rmw
Maximum Size 80,25"wide by 84' high -
Certification
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WindowVerified By.-
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Certification Agency Certificate
a
InstallationQuality Assurance Contract Expiration Date
06/14/2028
Instructions
a
ThirdCreated by Independent
Party:
Evaluation Reports
Created by Independent Third Patty:
maximum Size 56" wide by 83.75" high
Certification Agency Certificate
uar I fity Assurance Contract Expiration Date
06/14/2028
Installation Instructions
;n� Door Manufacturer Association
rr'
EvaluationCreated by Independent Third Patty:
b
IndependentCreated by
f
The Scare of Florida is an AA/EEO employer.
d. . t t i v.electronic
g-o,. Itw, email addresses are public records. If you do not want your e-mail address released In 1`05410ftsµnt to section 455275(1),
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Product Approval
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x ne Ag g > Agari ALM. List a Application Detail
Y\ 1 \ v\\
FL
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer
LP wilding Solutions
AddressJPhone/Ernall
414 onion Street - Bank of America Plaza
Suite 2000
Nashville, TN 37219
(352) 425-7457
.macomber@lpcorp.eorn
Authorized Signature CW Macomber
cw.macomberOlpoorp.corn
Technical Representative CW Macomber
AddressJPhone/Emall 5712 SW 40th Place
Ocalo, FL 34474
(352) 425-7457
cw.macomber@lpcorp.com
Quality Assurance Representative
CW Macomber
Add Phone/Emag
5712 SW 40th Place
Ocala, FL 34474
(352) 4 5-74 7
cw.macornberOpcorp.com
Category
Panel Walls
- Sub tegory
Siding
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report ® Hardcopy Received
Florida Engineer or Architect flame Who developed the Do Kim, RE.
Evaluation Report
Florida License
PE-49497
Quality Assurance Entity
Eoglneered Wood Association
Quality AssuranceContract Expiration Date
=12/31/2030
Validated sy
uc: ner, RE. 0 CBUCK Engineering
Validation Checklist ® Hardeopy Received
Certificate of independence
Referenced standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1405
1604,3.1
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Florida Building Code Online
1609.1
16163A
1626.1
2304.6
Product Approval Method Method 2 Option B
Date Submitted
10/22/2020
Date Validated
10/2212020
Date Pending FBC Approval
11/03/2020
Date Approved
12/15/2020
p9mmAMAproducts
IF *_ Model, Number or Name Description
9190.1 LP SmartSide 38 Series Strand
Vertical siding for board & batten applications.
Substrate Vertical Siding
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Verified By: APA - The Engineered Wood Association
Impact Resistant. No
Created by independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other., Refer to Evaluation Report. Product is not impact
EL%LqaJL%-ALLialudtWD-&uQd-QLLE-$I ding
In HVHZ, must be used in conjunction with approved
2=Pdf
impact resistant product except for uninhabitable structures
Created by Independent Third Party: Yes
such as sheds.
9190.2 LP SmartSide Cedar Shake Lap
Cedar Shake 76 Series Lap Siding
Siding
Limits of Use
Installation Instructions
Approved for use In HVHZ- Yes
Approved for use outside HVHZ. Yes
7- ildl
Impact Resistant, No
Verified By: APA - The Engineered Wood Association
Design Pressure, N/A
Created by Independent Third Party: Yes
Other: Refer to Evaluation Report. Product is not Impact
Evaluation Reports
resistant. In HVHZ, must be used In conjunction with approved
EL919D_Rg_&E_XXWU@UQn.&Wjt_QLLP_SidLng_gjlQ-_Bg_-
Impact resistant product except for uninhabitable structures
2920.121
such as sheds.
Created by Independent Third Party, Yes
�919�0.3 LID SmartSide Strand Substrate Lap
LP Sm 'tS a t
�,,d PsnelSldla�g
38 and 76 Series Primed Lap Siding. 38,76,190 Series Primed
S
Panel Siding including SliverTech & SmartFinish,
Limits of Use
Installation Instructions
Approved for use in HVHZ, Yes
EWMMLILLd - Q9
Approved for use outside HVHZ-. Yes
Verified By: APA - The Engineered Wood Association
Impact Resistant. No
Created by Independent Third Party: Yes
Design Pressure- N/A
Evaluation Reports
Other: Refer to Evaluation Report, Product is not Impact E=9D_R%_AE_fXWUdtLQ�PDJLQ=
resistant. In HVHZ, must be used In conjunction with approved M&P.Iff
impact resistant product except for uninhabitable structures Created by Independent Third Party: Yes
such as sheds.
The State of Harlan Is an AA/EEO employer, ,QQWLqhLZQQZZZQla_$UttALrjXjda. z: RdaV_Statement :; AQWA9WIftAt41ftM9A:: Refund Statement
UnderFlorlda law, email addresses are public records. If you do not want your e-mail address released In response to a public-moords request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4117A395. *Pursuant to Section 451275(l),
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 personal address, please
provide the Department with an email address which can be made available to the publlc. To determine If you are a licensee under Chapter 455, RS., please click bl=.
Product Approval Accepts;
n RE im 9R In
P 0, , PERMIT
Date: October 9, 2020
Florida Product Approval: #FL 9190®
Product Category: Panel Walls
Product sub -category: Siding
Product Name: LP SmartSide Strand Substrate Siding
Manufacturer: LP Building Solutions
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
Scope:
This product evaluation report issued by Do Kim & Associates, LLC and Do Kim, RE. for LP Building
mffft - ovu"ILITM
(2) (b) of the State of Florida Product Approval. Re-evaluation of this product shall be required following
pertinent Florida Building Code modifications or updates.
Do Kim & Associates, LLC and Do Kim, RE, do not have nor will acquire financial interest in the
wiwmi m67"t'i9w ii, iorib"'i'm 1hi iWel wi w iiii W11-V imila", W t1i immil
V1 Ulu pwuuut HoIlIc"t, NICIULL. I uni PlWtU" 11"11VU11 UTWA�ULVU AUX UNU III IMULIVIIN dUILU111% LU uIrl 14
Building Code 7th Edition (FBC).
Do Y Digitally signed
by Do Y Ift
Date. 2020.10.09
K
M i 15:24.20 -04'00'
0 $TAU Or
�01VAL
P.O. Box 10039 813.857.9955
Tampa, FL 33679 Sheet 1 of 4
sup2rein p2ma
1. Drawings and Reports;
a. Application Instructions, LP SmartSide Siding
b. APA-The Engineered Wood Association Product Report PR-N124, Revised July 2, 20X
c. Joint Evaluation Report ESR-1301, ICC Evaluation Service, LLC, ICC-ES, 800-423-
6587, 562-699-0543, mnKv�vjcc-es�.or and APA Product Report, APA-The Engineered
Wood Association, Tacoma, WA, Reissued April 2020.
d. LP Building Solutions Technical Note No.014, Inst ling LP Smartsi e Trim Lap
Siding on Concrete or Masonry Walls over Furring Strips.
e. LP Building Solutions Technical Note No.028, LP Smartside 3 8 Series Strand Substrate
Vertical Siding for Board & Batten Application.
2. Testing
a. Approved test lab: Architectural Testing, Inc., 130 Deny Court, York, PA 17406. Test
reports referenced:
i. ReportNo. 79279,01-122-18 (01/07/08)
1. Testing per Miami -Dade County Checklist #0475 For the Approval of:
Durability of Wood -base Structural Composite Lumber and Panels
2. ASTM D4761-02 Standard Test Methods for Mechanical Properties of
Lumber and Wood -Based Structural Material.
3. ASTM DI 761-06 Standard Test Methods for Mechanical Fasteners in
Wood.
ii. Report No. 78294.01-401-18 (12/03/07)
1. TAS 202-94, Criteria for Testing Impact and Non -hn,pa ct Resistant
Building Envelope Components Using Uniform Static Air Pressure
Loading, Design Pressure @ +/-57.6 psf,
1 TA S 203-94, Criteria for Testing Products Subject to Cyclic Wind
Pressure Loading, Design Pressure @ +/-57.6 psf.
3. Calculations
a. Standards referenced:
i. !CC Evaluation Sei vice, Inc. Acceptance Criteria for Treated -Engineered -Wood
Siding, AC321, April 2019 (strand substrate engineered wood products).
4. LP SmartSide Model Product Names
a. LP SmartSide is manufactured in Strand.
5, Application Instructions
a. Strand Substrate Models:
i. Installation fastening requirements as outlined in the APA, PR-N 124 and Joint
Evaluation Report ESR-I 301 documents have been reviewed and evaluated by
Do Kim, P.E. based on comparative and/or rational analysis and has been
determined to be in accordance to accepted engineering practice. Installation
loads per APA PR-N124 and Joint Eval on Report ESR-1301 shall e
minimum design pressures as determined in accordance to the FBC 7' Edition
(1713C).
PO. Box 10039 811857.9955
Tampa, FL 33679 Sheet 2 of 4
6. Applicable FBC Sections
a. Chapter 14 Exterior Walls
i. Section 1404.1 General
ii, Section 1405.2 Weather Protection
iii. Section 1405.5 Wood Veneers
iv. Section 1405.17 Fastening
b. Chapter 16 Structural Design
i. Section 1604.3.1 Deflections
I Section 1609.1 Applications
iii. Section 1616.3.1 HVHZ Allowable Deflections
c. Chapter 23 Wood
L Section 2304.6 Exterior Wall Sheathing
ii. Section 2304.6.1 Wood Structural Panel Sheathing
iii. Section 2315.1.11
7. Other
a. Quality Assurance of LP SmartSide Strand Substrate products by APA -The Engineered
Wood Association (FBC Organization #QUA2521) that manufacturer is within a quality
assurance program for this product under Rule 6 1 G20-3.
P.O. Box 10039 811857.9955
Tampa, FL 33679 Sheet 3 of 4
L This product has been designed and tested in accordance to the Florida Building Code 71 Edition
(FBC).
2. No missile impact resistance testing has been conducted.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document along with all components noted herein,
4. Use of each product shall be in strict accordance with its Product Approval Evaluation
Documents.
5. Fire-resistant construction: Wood structural panels that are not fire -treated have been shown to
meet a Class III (or Q) category for flame spread. Where otherwise specified, fire-resistant
construction shall be in accordance with the recommendations in APA Product Guide: Fire-Ratei-
Systems, Form W305.
6. Deflection limits and allowable spans per Product Approval Evaluation Documents are in
accordance to L/120 in non-HVHZ per Chapter 16 Table 1604.3 deflection limits. Deflection
limits and allowable spans per Product Approval Evaluation Documents are in accordance to
L/180 in HVHZ per Chapter 16 Section 1616.3.1 deflection limits.
7. All supporting host stractures shall be designed to resist all superimposed loads.
8. All components which are permanently installed shall be protected against corrosion,
contamination, and other such damage.
P.0, Box 10039 81185T9955
Tampa, FL 33679 ShW 4 of 4
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. The product described herein has been evaluated for
compliance with the 711 Edition (2020) Florida Building Code sections noted herein.
LABELING: Labeling shall be in accordance with the requirements of 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
AualitZi Assurance or Axoduction facilito location,�Is�, changes or Code jiurovisions that relate to the )trod uctisl—chaRge.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEIVICI ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEW ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle,
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEIVICII Evaluated" may be displayed
in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
manulaclurpr
This Evaluation Report consists of pages I through 8.
Prepared by:
s; 4—
N
Robert J.M. Nleminen, P.E. The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 08/04/2021, This does not serve as an
Florida Registration No. 59166, Florida DCA ANE1983 electronically signed document.
CERTIFICATION OF INDEPENDENCU.
1. NEMO ETC, LLC 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. NEMO ETC, LLC 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.
5. This is a building code evaluation. Neither NEW ETC, LLC 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.
@2018 NEW ETC, I-l-C
NEMO I et]
�ecvqn
fro erty
standard
Year
1507.2.4, R905.2.3
Material standard
ASTM D1970
2015
1507,2.5, R905.2.4
Material standard
ASTM D3462
2010
150727.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6,1
Wind Resistance
ASTM D7158
2019
1507.2.7.1, R905.2.6.1
Wind Resistance
TAS 107
2020
EnLity
Examination
Reference
Date
PRI (TST 5878)
Physical Properties
GAF-025-02-01
03/27/2002
PRI (TST 5878)
ASTM D3462
GAF-059-02-01
09/02/2004
PRI (TST 5878)
ASTM D3462
GAF-080-02-01
05/25/2005
PRI (TST 5878)
Physical Properties
GAF-324-02-01
12/01/2011
PRI (TST 5878)
ASTM D1970 (QuickStart)
GAF-340-02-01
03/13/2012
PRI (TST 5878)
ASTM D3462
GAF-897-02-01
11/08/2018
PRI (TST 5878)
ASTM D3462
(3AF-898-02-01
11/08/2018
PRI (TST 5878)
ASTM D3462
GAF-899-02-01
11/15/2018
PRI (TST 5878)
ASTM D3462 (IN-MV)
376TO133
02/05/2021
PRI (TST 5878)
ASTM D3462 (CA-S)
376TO135
02/05/2021
PRI (TST 5878)
ASTM D3462 (IN-MV)
376TO163
04/20/2021
UL (TST 1740)
ASTM D3462
93NK6295
11/29/1993
UL (TST 1740)
ASTM D3462
99NK43835
01/12/2000
UL (TST 1740)
TAS 107
94NK9632
03/29/2000
UL (TST 1740)
ASTM D3462
0INK06632
02/02/2001
UL (TST 1740)
ASTM D3161, TAS 107
0INK9226
05/21/2001
U L (TST 1740)
ASTM D3161
0INK37122
12/18/2001
U L (TST 1740)
ASTM D3462
0INK37122
12/19/2001
UL (TST 1740)
ASTM D3161, TAS 107
02NK12980
04/10/2002
UL (TST 1740)
ASTM D3161, TAS 107
02NK30871
09/09/2002
UL (TST 1740)
ASTM D3161
03CA5367
03/11/2003
UL (TST 1740)
ASTM D3462
03NK26444
10/17/2003
UL (TST 1740)
ASTM D3462
04NK13850
06/07/2004
UL (TST 1740)
ASTM D3161
04NK13850
06/23/2004
UL (TST 1740)
ASTM D3161
04NK30546
03/10/2005
UL (TST 1740)
ASTM D3462
04NK22009
05/06/2005
U L (TST 1740)
ASTM D3161
04NK22009
05/09/2005
U L (TST 1740)
ASTM D3462
05NK27924
02/10/2006
U L (TST 1740)
ASTM D3161
05NK27924
02/11/2006
U L (TST 1740)
ASTM D3161, D3462
06CA18077
06/05/2006
UL (TST 1740)
ASTM D3161, D3462
06CA18074
06/16/2006
UL (TST 1740)
ASTM D3161, D3462
06CA35251
10/18/2006
UL (TST 1740)
ASTM D3462
06CA31603
12/01/2006
UL (TST 1740)
ASTM D3161, D3462
06CA41095
12/27/2006
U L (TST 1740)
ASTM D3161
07NK05228
03/13/2007
UL (TST 1740)
ASTM D3161
06CA31611
04/04/2007
UL (TST 1740)
ASTM D3161
06CA61148
04/09/2007
NEMO ETC, LLC
Evaluation Report 01506,01,08-R33
Certificate of Authorization #32455
7 T- EDITION (2020) FBC
NON-HVHZ EVALUATION
FL10124-R31
GAF Asphalt
Roof Shingles
Revision 33:08/04/2021
Page 2 of 8
ONEMOjetc.
Eflifitt Examination Reference Date
UL (TST 1740) ASTM D3161, D3462 57CA31742 11/08/2007
UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008
UL (TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008
U L (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009
UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009
UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009
UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009
UL (TST 1740) ASTM D3161, D7158, D3462 10CA35554 03/05/2010
UL (TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010
U L (TST 1740) ASTM D3462 10CA07264 05/27/2010
UL (TST 1740) ASTM D3462 10CA11953 10/29/2010
UL (TST 1740) ASTM D3161, D7158, D3462 I0NK11951 10/30/2010
UL (TST 1740) ASTM D3161, D7158, D3462 I0NK12070 11/04/2010
UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010
U L (TST 1740) ASTM D3161, D7158, D3462 I0CA53934 03/31/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011
UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013
UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013
UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013
UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016
UL, U-C, (TST 9628) ASTM D3161, D7158, D3462 4788717529 09/09/2016
UL, U-C, (TST 9628) ASTM D3161 4788698165 11/09/2018
UL, LLC. (TST 9628) ASTM D3161 4788669132 12/13/2018
UL, LLC, (TST 9628) ASTM D3161 4788891098 02/14/2019
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4788932264 08/16/2019
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4789115488 08/16/2019
UL, U-C, (TST 9628) ASTM D3161, D7158, D3462 4789115488 10/03/2019
UL, LLC. (TST 9628) ASTM D3161 4788959558 10/17/2019
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786508528 11/01/2019
UL, LLC. (TST 9628) ASTM D3161 4789132672 10/27/2020
UL, U-C. (TST 9628) ASTM D3161 4789732437 04/15/2021
UL, LLC. (QUA 9625) Quality Control Service Confirmation 10/18/2018
UL, LLC. (QUA 9625) Quality Control Florida BCIS Current
MEMO ETC, LLC Evaluation Report 01506.01.08-R33
Certificate of Authorization #32455 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R31
GAF Asphalt Roof Shingles Revision 33: 08/04/2021
Page 3 of 8
ONEMO etc.
TABLE 1: ASPHALT SHINGLE COMPONENTS
Type Product Description Material Plant(s)
Standard
color -coordinated starter strips for use with
StarterMatchO Starter Strip Grand CanyonO and Grand Sequoia' series
Shingles asphalt shingles. StarterMatchl are installed ASTM D3462 CA-F
Accessory as the second starter for Grand Canyonand
Starter Grand SequoiaO series installations
Strips WeatherBlockerT" Premium
Starter Strip Shingles (fka,
WeatherBlockerTl Premium starter strips for asphalt roof shingles ASTM D3462 IN-MV
Eave/Rake Starter Strip Shingles)
Marquis Weather Max" IN-MV
Royal Sovereign® fiberglass reinforced 3-tab asphalt roof ASTM D3462 AL, CA-F, FL, GA, IN -
shingles MV, PA, TX-D
Sentinel® GA, IN-MV, TX-D
Camelot' 11 IN-MV
Fortitude® PA
Glenwood' IN-MV
Grand Canyon' CA-F, IN-MV
Grand Sequoia® CA-F, IN-MV
Grand Sequoia® IR CA-F, IN-MV
Grand Sequoia" ArmorShield' CA-F
Grand Sequoia® AS CA-F
TimberlineO American Harvest" AL, CA-F, IN -MC, PA
Timberline' AH AL, CA-F, IN -MC, PA
Timberline' ArmorShield' II TX-E
TimberlineO AS 11 TX-E
Timberline" Cool Series CA-F
Asphalt Timberline" CS CA-F
Shingles fiberglass reinforced, laminated asphalt ASTM D3462 AL, CA-S, CA-F, FL, IN -
Timberline HD" roof shingles MC, MD, MN, PA, TX-
D, TX-E
AL, CA-F, CA-S, FL, IN -
Timberline® HDZ MC, MD, MN, PA, TX-
D, TX-E
TimberlineO Natural Shadow' AL, CA-S, IN -MC, MD,
MN, PA, TX-D, TX-E
AL, CA-S, FL, IN -MC,
Timberline® NS MD, MN, PA, TX-D, TX-
E
Timberline Ultra HD" AL, CA-S, IN -MC, MN,
PA, TX-E
TimberlineO UHD AL, CA-S, IN -MC, MN,
PA, TX-E
Woodland' IN-MV
SlatelineT" fiberglass reinforced 5-tale asphalt roof ASTM D3462 IN-MV
shingle
Seal-A-RidgeO ArmorShieldO GA
Hip & -Seal-A-Ridgel AS - fiberglass reinforced, hip and ridge GA
Ridge -Seal-A-Ridgell RidgeShingles D3462 GA AST
asphalt roof shingles
IN-MV
Shingles Timbertex" Premium Ridge Cap IN-MV
Shingles
NEMO ETC, LLC Evaluation Report 01506.01.08-R33
Certificate of Authorization #32455 7 TH EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R31
GAF Asphalt Roof Shingles Revision 33: 08/04/2021
Page 4 of 8
5.1 This babuilding code evaluation, JNeither 0E0&OETC, LLCnorRobert
f of Record orany -~n��t,,nwhich th��
'EvmuationRepur6r` previous versions thereof, is/was used for permitting
urdesign guidance unless retained spedfca|lyforthatpurpooa.
5�2 This Evaluation Report is not for use in F8C High Velocity Hurricane Zone jurisdictions (i.e~ Broward and Miami -
Dade Counties).
53 This Evaluation Report pertains to above -deck roof components, Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation offire classification. Refer to FBC 1505for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use offoam plastic insulation.
5.5 Wind Classification: Refer to Section 6 for installation requirements to meet wind classifications
TABLE 2A: WIND CLASSIFICATIONS, ASPHALT SHINGLES
5.5.1 Classification by ASTM D7158:
ASTIVI D7158, Class H applies only to exposure category B or C and a building height of 60feet mvless. Calculations
by qualified design professional are required for conditions outside these limitations. Contact the shingle
manufacturer for data specific toeach shingle.
wsm#ETC, uz Evaluation Report c1soao1.08-mnm
ce*yicomof^"mu*um,n#3u*ss 7T"EDITION (2n20) Fmomom-*vmoEVALUATION pu0124-n31
GAF Asphalt Roof Smnx/am xuvmwnas'oa/0w/zoa1
Page swfo
ONEMOletc.
TABLE 2B: WIND CLASSIFICATIONS, STARTER STRIPS AND Hip & RIDGE
Type Product FBC Table IS07.2.7.1 or R905.2.6.1
Pro -Start" Starter Strip Shingles (fka, Pro -Start' Eave/Rake ASTM D3161, Class F
Starter Strips Starter Strip Shingles)
WeatherBlockerT" Premium Starter Strip Shingles (fka,
WeatherBlockerTl Premium Eave/Rake Starter Strip Shingles) ASTM D3161, Class F
Shingles Seal-A-Ridgel Ridge Cap Shingles ASTM D3161, Class F
Timbertexl Premium Ridge Cap Shingles ASTM D3161, Class F (sealant
required, See Section 6)
All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G28-3.
Refer to the Product Approval ofthe component manufacturer for components that are produced by a Product
Manufacturer other than the report holder on Page 1 of this Evaluation Report.
6l1 Roof deck dupe undedaymen1 and fasteners shall comply with FBC 1307.2 / K9052 and the shingle
manufacturer's minimum requirements.
&U Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally
Approved per Rule 61G2O-3,per F8CSections l5O7.2.3,lGV7.2.4orR9D5l3.
6.1.3 Fasteners shall be in accordance with manufacturer's published requirements, but not less than F8[ 15072.6or
R905.2.5. Staples are not permitted.
6.1.4 GAF asphalt shingles are acceptable for use in remof(tear-off) nrrecover applications, subject tothe limitations
set forth in FBC Section 1511 or R908 and GAF published installation instructions.
6.2.1 Installation ofPro-Start' Starter Strip Shingles (fka Pro -St rt*Eave/RakeStarterStdpShing!es),VVeatherB|ockerlm
Premium Starter Strip Shingles (fka, WeatherBlocker" Premium Eave/Rake Starter Strip Shingles) and QuickStart"
Peel & Stick Starter Roll shall comply with the GAF current published instructions.
63,1 Installation of asphalt shingles shall comply with the GAF 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:
� Came|otw !|, Grand Canyon', Grand Sequuiaw, Grand Sequoiaw |R, Grand Sequo|am ArmorShie|dm' and
VVmod|andwrequire minimum five (5)nails per shingle.
� 5|ateHne'� requires minimum six (S) nails per shingle.
mEMOETC, uc Evaluation Report u1na»1oo-R3a
Certificawof»uthorization #32455 7THemn0N(2020)pBCmON*mHZEVALUATION pu10124-R31
GAF Asphalt Roof Shingles Revision am:om/w/2o 1
Page sorn
�� �
~��~��� °�etc°
6I2 Fastening for Fnrtitudew TlmbedineOAH Tlmbed|ne' CSand Thnbad]oeOH0Z11;slopes Z:12upto2l:l2
13-1/4' TARGET NAIL ZONE
F F1
STANDARD NAILING PATTERN:
Nail shingles approximately 6 7/8'(174 mm) from bottom of shingle, in nailing area, as shown, Nails noist not be exposed. Not for use on
Mansard roofs (21:12 slope and above),
633 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required.
Contact the GAF for details.
Fastening for Fortitudea', TimberlineO AH, Timberline' CS and Timberline" HDZ"; slopes greater than 21:12
6�4�1 Installation ofSoa|-A+RUdgeO Ridge Cap Shingles
shall comply with the GAF current published
instructions with a minimum two (2) nails,
minimum S/8-inchhead diameter located 6-7/8-
inch back from the exposed end and 0.5-|nch
from the edge.
wamO ETC,mc Evaluation Report 01506.0148-R33
Certificote of»vmorization #32455 7-fHEDITION (2020) FBCmON*vHZ EVALUATION nL10124-R31
GAF Asphalt Roof Shingles Revision sa:um0v/2u21
Page rora
ONEMOjetc.
8.4`2 | ArmorSbield' ancL��
3eal-AfUdgelA5shall comply with the GAF
current published instructions with aminimum
two (2)nails, minimum 3/8'inchhead diameter,
per shingle located 5.25'inchback from the
exposed end and l-ihchfrom the edge.
6/k3 Installation of7lmberbex" Premium Ridge Cep
Shingles shall comply with GAF current
published instructions with a minimum two (2)
nails, minimum 3/8-inch head diameter, per
shingle and beads ofHenkel "Locdte PL Roof&
Flashing Polyurethane Sea|ent"
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3Q4requiremento. Refer
to Section 4 herein for products and production locations having met codified material standards.
ULUI—QUA96Z5; (613)I71-2765;
NEMOcTC, LLC Evaluation Repmm506»1,08-R33
m*0uote ofxvm"riz"mmm»45s r=EDITION (2n2oFBCwOw-HvwZ EVALUATION pu0124-m31
GAF Asphalt Roof Shingles Revision 3a:om/0w/zu2u
Page mmu
Florida Building Code Online
SIM g
SCIS, Home Log In User Registration Hot Topics Suborit Surcharge Star$ Is Facts Publications contact Us SCIS Site Map Links Search
dProdUct ApproVal b'Pr Usek: Puatic User
eM0UdAqpuskiLM= �, Jamh > &qWjrAugmMA > Application Detail
MIFF% FL # FL20743-R2
Application Type
Code Version
Application Status
IN'
Product Manufacturer
Address/Phone/Email
ZMEMEM123=
Technical Representative
Address/Phone/Emall
5ZMMEMZX=
[a - UrAOIJ-09 r77rium
Evaluation Report
Florida Ucense
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
TAFC0 Corporation
1953 N. 17th Ave
Mel"se Pa*.JL601-W
(773) 301-7778
mike@tafco.com
Windows
Horizontal Slider
Evaluation Report from a Florida Registered Amhltect or a Ucensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
NAN�
06/17/2026
Scott Wolters, PE
Validation Checklist - Hardcopy Received
f
= li =71 "I'
wuTaLT11,21
OWN"
N
1127/2021 Florida Building Code Online
Documentation rn approved Evaluation or validation entity Yes No N/A
Product Approval Method Method 1 Option D
Date Submitted 01/27/2021
Bata validated 01/27/20 1
Undts Of Use
Approved for use In HVHZ* No
Approved e outside
Trnpact Resistant: No
Design pressure- N/A
for A R limits of
The Stat of FWft Is an AWEO emobvw..r.. !k ! rd ... A
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SERIES 82000 HORIZONTAL SLIDING WINDOW, NON -IMPACT
TABLE t DESIGN PRESSURE RATINGS
GLASS DESIGN PRESSURE IMPACT RATING
RATING
+30/-30 PSF NONE
ANNEALED MINIMUM
5/32-ANNEALEE) +20/-20 PSF NONE
MINIMUM
63" MAX. OVERALL WIDTH
27 11/16" MAX. _1 F_ 28 5/15" MAX,
4" MAX.
FROM SASH D.L.O. WIDTH FIXED D.L.O. WIDTH
CORNER, TYP.
Mao
14"
MAX. O,C. 8
Typ.
\-FASTENER LOCATION,
TYR,
SEE SHEET 3
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SILL ANCHOR
SPACING SAME
B N
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LAT
EXTERIOR ELEVATION
AS HEAD
'AAMSIOW
6/15/16
U2
NTS
GENERAL
AND ANCHORED AS DETAILED IN THIS DRAWING, IS NON -IMPACT RESISTANT AND REQUIRES THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS) IN WINDSORNE DEBRIS REGIONS.
2 THIS PRODUCT HAS BEEN TESTED TO AAMA/WDMA/CSA 101/1,S,2/A440-08/1 1, AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 57H EDITION (2014), NOT INCLUDING THE HIGH VELOCITY
HURRICANE ZONE. PRODUCTS SHALL BE CONSTRUCTED AS INDICATED IN NTERTEK/ATI REPORTS F5086.01-109-44-RD AND F9644.01-109-44-RO; FOR DETAILS NOT SHOWN IN THIS DRAWING SEE REPORTS.
3. ALLOWABLE CONFIGURATIONS' XO (OPERABLE/FIXED) OR OX (FIXED/OPERABLE)
4. THE DESIGN PRESSURE RATINGS AS SHOWN IN TABLE 1, THIS SHEET, ARE AS LIMITED BY ASTM E-1300 04 CLASS TABLES, AND TESTED WATER AND STRUCTURAL PRESSURES. OTHER GLASS, ANNEALED OR
TEMPERED OF GREATER OR EQUAL THICKNESS TO THOSE NOTED IN TABLE 1, WHICH MEETS ASTM E 1300 REQUIREMENTS FOR EACH PROJECT, MAY BE USED,
5 THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TERM INCREASE FACTOR) HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF
ANCHORAGE INTO WOOD SUBSTRATE,
S. INSTALLATION OF WOOD BUCKS TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (A-H.J,). BUCKING, OPENINGS, & SUMNG FASTENERS MUST
BE PROPERLY DESIGNED & INSTALLED BY OTHERS IN ACCORDANCE MTH THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVE THESE LOADS SHALL BE
VERIFIED BY THE COMPACTOR OR AHJ.
7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR OTHERMSE PROTECTED PER TOO CHAPTER 20 TO PREVENT GALVANIC REACTIONS. WOOD SUCKS, IF USED, SHAU- BE PRESSURE
TREATED, WITH EITHER 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 WOOD SUCKS
AND ALL OTHER WINDOW MATERIALS.
8' ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, OR AS APPROVED, SIGNED, AND SEALED BY A FLORIDA-REGISTERED PROFESSIONAL ENGINEER ON A SITE -SPECIFIC BASIS.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND IS NOT ADDRESSED SYTHIS DOCUMENT.
PIEVISM
6/17/2016
FPA-82000
LUCAS A. TURNER, P.E.
FL PE # 58201
sl�MT OESCR�
NOTES,
TURNER ENGINEERING &
ELEVATION
CONSULTING, INC.
(COA # 29779)
1239 JABARA AVE.
SHEET
NORTH PORT, FL 34285
1 4
PH, 941-380-1574
of
3/4" LG.
— AIR GAP
1/8" ANN. 1/8" ANN.
GLASS MIN, GLASS MIN
TYPICAL VERTICAL SECTION
TYPICAL HORIZONTAL SECTION
uj
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GLASS MIN. 0
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TYPICAL SINGLE GLAZING DETAIL
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6/17/2016
FPA-82000
LUCAS A. TURNER, P.E.
-
FL PE # 55201
�Ev CE�FnQN
SECT ON
TURNER ENGINEERING &
CONSULTING, INC.
DETAILS
(COA # 29779)
1239 JABARA AVE.
SHEET
NORTH PORT, FL 34288
2 4
PH. 941-380-1574
of
C/ SPRUPIFIR MIN.
NE/
1-1/2- MIN,
WOOD SUBSTRATE
EMBED,
BY OTHERS
BUILDING
SHEATHING
AND MAP
BY OTHERS
SEALANT BEHIND
FIN BY INSTAL
FULL PERIMI
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PERIMETER
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SEE LOCATIONS SHEET I
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GENERAL ANCHOR
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6/17/2016
LUCAS A. TURNER
EXTRUS
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04 INTERLOCK
HMST82-06
mcm-
0 MAIN FRAME
HMST82-01
1.346"
[34.201
V7 2-8
TRACK
HMST82-07
S"
[29.5oj
-T
SASH
HMST82-03
0-067-
[1.71]
16 GLASS BEAD
HMST1350-10B
PW
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1,0114'
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6/17/2016
FPA-82000
LUCAS A. TURNER, P.E.
FL PE # 58201
SHUT DESMPrM
BOM, PART
TURNER ENGINEERING
DWGS, CORNER
CONSULTING, INC.
(COA ff 29779)
1239 JABARA AVE.
SHEET
NORTH PORT, FL 34288
4 4
PH. 941-380-1574
of
UNINHABITED UTILITY'
R700, PR
DOTES:
1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES
(HVHZ)
2. DESIGN LOADING:
WIND SPEED: V.1t = 155
Vasd _ 120
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 181-29 PSF (ZONE 1)
WIND PRESSURE (psi (ASO VALUES) 18/-50 PSF (ZONE 2)
(BASED ON 10 SQ FT) 18/-74 PSF (ZONE 3)
WALL: 311-34 PSF (ZONE 4)
311-42 PSF (ZONE 5)
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
- 16d @ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED
SR600 - 5'-8Y4" (68Y4")
TR700 - 6-8Y4 (80Y4")
PR - 6-8Y4" (80Y4")
SHED SIZE CHART
WIDTH PITCH SIDEWALL HEIGHT OVERALL HEIGHT MID -ROOF HEIGHT
6'
4/12
5'-8Y4"
T-5'316'
6-11Y"
8'
4/12
5-8Y4'
T-91%6'
T-1&"
10'
4/12
5'-8Y4"
8'-1�/16
T-316"
12'
4/12
5'-84"
8'-5Y2"
T-5"
6'
4/12
6'-8Y4
8'-5' 16"
T-11Ya"1
8'
4112
6'-%"
8'-9116"
8'-116"
10'
4/12
6-8Y4"
9'-1g16'
8'-316"
12°
4/12
6-8Y4"
9'-5Y2"
8'-5"
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
FIL PRODUCT APPROVALS
O «.IMANUFACTURER
IMODEL
I FIL ,. .
SIDING (PANEL)
UILDING SOLUTIONS
SIDING (LAP)
LAP
SIDING (CEMENT)
CEMENT STUCCO
IMPACT SLIDING WINDOW
ECO IMPACT SLIDER
IMPACT SLIDER
TUFF SHED, INC.
ITUFF SHED, INC.
SHED DOOR
ITUFF SHED, INC,
x_§HED DOOR
STEEL DOOR OUTSWING
L
•
FULL LITE DOOR
9 LITE DOOR INSWING
s
19 LITE DOOR OUTSWING
I VENTS
MART VENT PRODUCT, INC
-FLOOD
RIDGE VENTS
GAF COBRA RIDGE RUNNER
IDGE VENT
RIDGE VENTS
'IGAF COBRA RIGID VENT3
RIDGE VENT
IMPACT RESISTANT OVERHEAD
GARAGE DOOR
�w`DVERHEAD DOOR CORP
F
GARAGE DOOR
[L14170.6
FL18686A
ASPH LT SHINGLES
SIDING TABLE NOTES:
1. NAILING IS JFOR %" SMARTSIDE PANEL OR YV SMARTSIDE WITH FOIL BACKER.
2. MINIMUM 2 _0'RMRN FROM EACH END6� EACH WALL.
3. NO SINGLE OPENING GREATER THAN 8'-0"
ARE BASED ON 3-SIDED DIAPHRAGM, THE END WALL OPPOSITE OF
ALLOWEDTHE 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.
5. USE COMMON OR GALVANIZED BOX NAILS.
6. ON THESE BUILDINGS 6'X 10'THE TDOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE WILL
BE A ZPANEL ON ONE SIDE AND A VPANEL ON -ME OTHER SIDE OF THE DOOR.
7. BUILDING SIZES BELOW REQUIRE SHEATHING ON BOTH SIDES OF WALL WITH OPENING (�/16" OSB ON
INSIDE OF WALL)-
6'X10'WITH TOF OPENING ON END WALL WTH 2'OF SHEAR (SEE NOTE 6)
8'XI 8'-24'WITH TOF OPENING ON END WALL WITH 60F SHEAR
8'X1 6'-22'WITH 4'OF OPENING ON END WALL WITH 4'OF SHEAR
1 O'X20'-24'WITH TOF OPENING ON END WALL WITH TOF SHEAR
1 0'X1 8'-24'WITH 4'OF OPENING ON END WALL WITH 6'OF SHEAR
1 0'X1 2'-24'WITH 6'OF OPENING ON END WALL WITH 4'OF SHEAR
12'X20'-24'WITH 6'OF OPENING ON END WALL WITH 6'OF SHEAR
12'X16-24'WITH 8'OF OPENING ON END WALL WITH 4'OF SHEAR
8. NO OPENINGS ARE
ENDWALL OF t'-16'LONG BUILDINGS MAY HAVE A SINGLE ZOPENING
Date: 6/21 /21
Site Address:
Z
Date:
Building Size:WIDTH-LENGTH-HEIGHT,-SQ FT AREA
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. TITLE
ENGINEERING DEPARTMENT
RICHAI2D J. WILLS, P.E.
RWILLS@?a TUFFSIIED.COM
177 S. HARRISON STREET
DE NVER, COLORADO 80210
(3303) 753-3833 EXT. 96315
PROJECT NOTES
BAILING REQUIREMENTS
FBC, 7th EDITION (2020)
am
c".0DES FLORIDA BUIUCANG CODE,
OR 3 ,E
01
PLAN „X I S
/�
DRAWINGNO.
e
FL-PR-SR-TR-01
N 76835
REV. LEVEL. 01
a
SHEET
-p .° S nT6
//,�//
PAGE 1 OF 4
0NAIII 16 DEC 2021
I
OVERHANG OPTIONS
9
BUILDING SECTION
SCALE: N.T.S.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4' 0"
USE (2) 2x4 SPF #2
f�
BASE PLATE
REFER TO THE I HU66 UESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE
12
4
FOR
WINDOW OPENINGS UP TO 4'-0"
WINDOW HEADER
DETAIL
FOR SIDE WALLS
SCALE NT.S,
FLORIDA APPROVED
SHINGLES
WALL FRAMING TO BE
2x4 SPF #2 OR BETTER
@ 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 EVERT' ONE SO FT
OF BUILDING
DOUBLE TOP PLATE
— CRIPPLES (IF REQ)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6-0"
USE (2) 2x6 SPF ##2
OPENINGS 6'-l" TO 8'-0"
USE (2) 2x8 SPF #2
ING STUD
TRIMMER
BASE PLATE
— FLOOR DECKING
FOR OPENINGS UP TO 8'-0"
DOOR HEADER DETAIL
FOR SIDE WALLS
TUFF SHED
Order #.
Customer:
P.O. ##
Drawn By: PK
Storage Buildings & Garages
Date: 6/21 /21
Site Address:
UFF SHED, MFG. FACILITIES
Checked By:
fh
Building SIZe.w7oTH-LENGTH-t1EtGHT-S4. FT. AREA
Date:
Scale: N.T.S.
!' "
TOE NAIL WITH (3)
6d NAILS, {2) ONE
IDE, (1) OTHER
�IDE
[2 ld
SIMPSON H2.5A PL
INSIDE AT EACH 6
TRUSS TO WALL
CONNECTION DETAIL
SCALE: N T.S_
ROOF UNDERLAYMENT
CRIPPLE STUD PER FBC 1507.1.1.1(3).
MINIMUM 3%4' STRIP OF
SELF ADHERING FLEXIBLE
FLASHING TAPE COMPLYING
WITH AAMA 711, LEVEL 3,
INSTALLED IN ACCORDANCE
TO MANUFACTURER'S
INSTRUCTIONS FOR THE
DECK MATERIAL
HEADERS FOR:: —
TRIMMER STUD
OPENINGS UP TO 6' 0" USE 2) 2x4 SPF 2
OPENINGS 6'-1" TO 8'-0" US (2) 2X6 SPF #2
REFER TO THE DOOR DETAIL (SHEET 2) FOR.
THE DOOR DESIGN
DEADER DETAIL FOR
END WALLS
SCALE: N T.S.
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSI-IED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT, 46315
BUILDING SECTIONS
SEE PROJECT NOTES FOR MATERIALS
- FAIL TO INTERMEDIATE FRAMING
4'x8'x7/6" ROOF MEMBERS - REFERENCE NAILING
SHEATHING SCHEDULE, SHEET 1
DIAPHRAGM
BOUNDARY
TRIM
REFERENCE NAILING
SCHEDULE/S2
ROOF SHEATHING
UNDERLAY ENT C
SCALE: N T.S.
HEADER FRAMING DETAILS REV. LEVEL 01
FBC, 7th EDITION (2020) SHEET
155C
PAGE 2 OF 4
PANEL EDGE IS NOT
SUPPORTED BY BLOCKING -
UNLESS NOTED
AND/ ` SIDING
0.76835 _
ag
Zz
j STATE OF `0�\
��ii//jl�ONA', � �� 16 DEC2021
#12-14 X 3" HEX HEAD —
SELF -DRILLING SCREWS
%" APA OR TECO RATED
T&G FLOOR DECKING,
2X6 STEEL. JOISTS —
@ 24" OC
#>:10 X % PAN ----
HEAD SELF -DRILLING
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC. --
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
SCREWA#
WIDTH SPACING
i
(J)OPTIONAL STEEL SHED BASE DETAIL
SCALE'. N T.S.
STAGGER1 . STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
60OS1 37-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
2. Y4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
PANEL LAYOUT PER APACONDITION
SELF-DRILLING4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
OR TRACKS WITH #12-14 X 3" GALVANIZED
SCREWS, REFERENCE SPACING CHART.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED.
AS SHOWN.
& USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
.+
BLOCKS UNDER JOISTS SPACED
MAXIMUM.BLOCKS UNDER TRACK SPACED @ 4'-0" O.C.
-1
TRIM
SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
2X4X2'
PART NUMBERS:
BLOCK
OT3644GPMP- %" X 36" (36"IMBED) GALVANIZED AUGER
ATTACH BRACKET TO
OT17S - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
STUD THRU HOLE IN
REPORT NO. LO-FJ90129-A
ANCHOR PLATE WITH
-OR-
�_
%"O x 4" CARRIAGE BOLT
OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
AND LOCKNUT
REPORT NO. LO-FJ9012Q-B
WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
®
CORNER STUD
WITH THE MAXIMUM LOAD OF 5,080 LBS
AUGER ANCHORS
WIDTH LENGTH # OF ANCHORS
J 6' 6°-20' 4 ANCHORS
STUD
� 8' 8'-24' 4 ANCHORS
SHED
10, 10'-20' 4 ANCHORS
BASE
Uj
10, 22'-246 ANCHORS
12' 12'-16' 4 ANCHORS
STUD
12' 18'-24' 6 ANCHORS
SIDING 4-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
TRIM 6-ANCHORS PROVIDE (1) AT EA.
END WALL
CORNERS OF THE BUILDING AND (1) AT
z,
THE CENTER OF EA. SIDE WALL.
ANCHOR BRACKET
TO BE FLUSH WITH
EDGE OF TRIM
n3 OPTIONAL AUGER ANCHOR DETAIL
SCALE N T S
'Order
WA
iaMl
TUFF SHE7, �' ���� -■
oCILITIES
1� �'MlUL a 1G
E
10d COMMON @ 12" O.C.--_ __
%" APA OR TECO RATED
T&G FLOOR DECKING
2x6 JOISTS @ 24" O.C.-
(PRESSURE TREATED)
---
OPTIONAL LEVELING
SIDING -,
TRIM
CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1 6"
!I
BOLTSGALVANIZED, WITH 3,�'WASHER
EMBEDMENT DEPTH = MIN 21/F
MIN. EDGE DISTANCE = 61
ANCHOR SPACING: RE: TITEN
HD ANCHOR
1 . WOOD SHED FOUNDATION:
2x6 #2 PRESSURE TREATED SPRUCE -PINE -FIR RIM JOISTS
2x6 #2 PRESSURE TREATED SPF JOISTS @ 24" O.C.
Z Y4" APA OR TECO RATED TONGUE AND
BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
NAIL PLYWOOD TO JOISTS AND RIM JOISTS:
FIELD: 8d COMMON SPACED @ 12" O.C.
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO
JOISTS OR RIM JOISTS WITH 1 Od COMMON SPACED @ 12" O.C.
5. ALLOWABLE FLOOR LIVE LOAD: 40 PSF
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO
LEVEL BUILDING:
BLOCKS UNDER JOISTS SPACED FLOOR DECKING. 24"MAX PANEL SPAN. NO
JOISTSBLOCKS UNDER RIM t
OPTIONAL WOOD SHED BASE DETAIL
SCAL£ N T.S.
RM
%" NYLON
LOCK NUT
Z BASEPLATE
FLOOR PLY
1wi
STEEL SHED
BASE
4" CONCRETE
PAD (MIN)
walow-
_,l
f�
1 12' 1 22'-24' 1 10 1
BRACKETREMAI
OPTIONAL SIDEWALL SIDE i
° SCALE'. NT.S.
,TUFF SITED, INC. TITLE
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RSV I LLS@TUFFSHED.COM
1777 S, HARRISON STREET
DENVER. COLORADO 80210
(303) 753-8833 EXT. 96315
um
l
RE`!. LEVEL 01
SKEET
} k
HOR AT EA. CORNIER
THE REMAINING
Y SPACED ALONG THE
JILDING, (/2 THE
)RS ON EA, LENGTH
3
tv . 76835
o
�0 S ATE OF 4 �z, �e
/////�/%� / QIA 1 0 \ �\\
/liar„ 16 DEC 2021
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
4 CONTINUOUS
c 1 3/4' fJ TOP & BOTTOM
FINISH CONCRETE FLOOR
rs GRADE
b Z
LAB
REINFORCEMENT
I �I
PER NOTES BELOW
3" CLR.
�I Ci P.
F_ 1 ` 0" III THICKENED SLAB
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE, SLAB REINFORCEMENT SHALL
BE WWF 6X6 W1 AxWl.4 . LOCATE AT MID DEPTH OF SLAB.
_OR_
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150, FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE Wf MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
BEFORE POURING CONCRETE.
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, I', = 2500 PSI.
a. 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
Y2"O X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6OC.
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH I BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE,
OPTIONAL i RET FOUNDATION DETAIL
SCALE: N.T.S,
UKLANUU, k-L 32611 Building Size: 'WIDTH - LENGTH -H=3GHT-SQ.F.
RAU (688) 788-TUFF
STORE 520
3X4 20 PLATES
00
1 EACH SIDE
e*) 4'4' i j p /
z� 'F �•`� d/t,
12
8'-0"
t�3
/ - 34 20 GA PILATEE
i1 / 1 EACH SIDE
6-0°" S
12
4
18.0°
00
1"
cli
3X4 20 GA PLATES
1 EACH SIDE
8"_0,"
6 -,3
�- 11/76„
12
�4 7
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF MAXIMUM DEFLECTION (12 FT. SPAN)
TOP CHORD DEAD LOAD = 10 PSF VERT LL: 0.06 In.
COLLAR TIE DEAD LOAD = 5 PSF BEET TL: 0,08 in.
NOTES:
FBC, 7th EDITION (2020)
ANSI/TPI 1-2014
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BETTER
PLATES ARE TO BE PRESSED IN THE !MOOD PER TPI.
REP MEMBER INCREASE: YES
LUMBER D.O.L.. 1.25
WIND:
ASCE 7-16, 155 mph, Exposure C, D.01.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC-ES #ESR-1082.
P.O,
Drawn By: Ply
Date: 6/21 /21
Checked By:
--
Date:
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED,
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
0 3X6 20 GA —
PLATES
1 EACH SIDE
6-0"
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT
RICHARD J. FILLS, P.E,
R ILLS FI^SHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
RM
TRUSS DETAILS
FBC, 7th EDITION (2020)
um
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
IMP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
8' SPAN
REACTIONS:
MAX. VERTICAL: 240 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.
KFAIEWWWAM
•
NOTE,
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
12' SPAN
REACTIONS:
MAX. VERTICAL: 390 LBS.
UPLIFT: -285 LBS.
TRUSS MAY BE USED ON BUILDING LENGTH]
DRAWING NO.
i
FL-FAR-SR-TR-01
No 76835
REV, LEVEL 01
SHEET°QrO
O
ID 5 ATE OF
R I o" ,AL
PAGE 4 OF 4
`fJ61111iIIII1O
16 DEC 221