HomeMy WebLinkAbout22-5227W475HE .- UmFfflrfzg�F!
IWAK46
Name: JUDSON BAGGETT& LINDA
BAGGETT
Address: 38148 Kelly Lynn Ct
ZEPHYRHILLS, FL 33542
Phone: (813) 997-3343
INSTALLATION 192 SO FT SHED
11-01111�11�
City of Zephyrhills
. .... . . . . .... . . ..
5335 Eighth Street
Zephyrhills, FL 33542
BGR-005227-2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 12/09/2022
IR M
Permit Type: Building General (Residential)
Class of Work: Shed
Building Valuation: $11,551.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $11,554,00
Total Fees: $150.00 X
Amount Paid: $150,00
Date Paid: 12/9/2022 1:10:32PM
38148 Kelly Lynn Court
Contractor: TUFF SHED INC
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies,
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PEVIVIIT OFFICE()
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for permitting
Ourrairs Nam �Judson �&Linda �Ba ia�tt� . Phone I OwrM� umber 813-997-3343
Owner's Address 1 38148 Kelly Lynn Ct Zephyrhills, Fl 33542 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 138148 Kelly Lynn Ct Zephyrhills, Fl 33542 LOT
SUBDIVISION Charleston Oaks PARCEL iD# [02-26-21-0286-00000-0020
(OSTAINED FROM PROPERTY TAX N65CF)
WORK PROPOSED NEW CONSTR F--1 ADD/ALT SIGN DEMOLISH
INSTALL E:] REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE [12X16 SQFOOTAGE [j92 HEIGHT
VALUATION OF TOTAL CONSTRUCTION 11,551,00
=ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY W.R,E.C.
=PLUMBING 1$
=NIECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING E:] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO Pli
BUILDER COMPANY NC: FEE C.RIRENN SIGNATURE F W�; ��c REGISTERED
T License # Add. C,� 5ik- LCL9
ELECTRICIAN COMPANY I
SIGNATURE REGISTERED L)L / N FEECURREN YIN
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED L_YLN_j FEE CURREN L_YLN_j
Address License # E—
MECHANICAL COMPANY
SIGNATURE REGISTERED L_YIN J FEE CURREN YIN
Address License J
OTHER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN
Address License#
REWDENTIAL 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, Stormwater Plans wl Sift 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, Storrnwater Plans wl Sift Fence installed,
Sanitary Facilities & 1 dumpster, 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
Dlrecftbmsr�
Fill out application completely.
Owner & Contractor sign back of application, notarized
R over $2510A a Notice of Commencement is required (AIC upgrades over $75001
— 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)
Reroofs it shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-Ck2l
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to 'deed' restrictions" which may be more restrictive
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 undertake work, they
may be required to be licensed in accordance with state and local regulations- if the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009,
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractort(s) sign portions of the "contractor Block" of this
application for which they will be responsible If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT ILITILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90�07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 7113, Ftlaitutes, as arravided): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the 'Florida Construction Lien Law—Horneownees Protection Guide prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the 'owner'. I certify that I ham obtained a copy of the above described
document and promise in good faith to deliver it to the 'owrrie prior to commencement.
CONTRACTOR'SIOWNEWS 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, Welland Areas and Environmentally Sensitive
Lands, Water Nyastewater Treatment
Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland 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 Rood 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 permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit 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 of violations of any codes. Every permit issued shall became 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT�_ CONTRACTOR
Subscribed and sworn to (or affirmed) before me this nscribedr I ( affirritecii met"
bsc it'), _r a 0 or
Whoisle re personally known terms, or has(have produced Who islare pers M2!kkr*wn to me or hasilhave produced
(or- T� ,ff �.ffinmd V_ ft_�&
by
as idenfificatirift as identification,
—Notary Public Notary Public
Commissionmission N No, C mission No..
Name dia
of —Notary type , �bnnted or stamped Name of Notary I d. Phnted or at
INSTR#2022236967ORBK10718 PG1207 Peg-1-fi
11/0312022 01:26 PM Rept: 252D401 Recl- 10,D0 DS: 0,00 IT: 000
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
713.13 of the Florida Ste I he Wtowing inforniation is provided in die NOTICE OF COMMENCEMENT.
M0111�1,1111 i I Elm WIN Wallift,
m-11mill.1tax. DRT'Agil
k0W a 4 IG'sk9a" shed
3. Owner Information
ir) Name mid address; Judw & Linda Bappeft 38148 KeW Lynn Ct as, F1 X3542
b) Nam and address of fte simple (vother than owner)
o) Interest in pro" owwm
4. Contractor Information
a) Name and address: TUFF SHED $12 Jetton St Tampa, F1 33619
b) TelephoneNo,: 843-667-6091 Fax No
5, Surety Information
a) Name and address:
b) Amount of Bond-
o) Telephone No- Fax No.
6Lender
a) Name and address: N60C
7. Identity ofpemn wiWo the State of Florida designated by owner upon whom notices or other documents may be served,
a) Name and address:
b) Telephone No.: Fax No. (Opt)
& In addition to himself, owner designates the fbilowing person to renecive a copy of the Liertor's Notice as provided in Section
713.13(l) (4), Florida Statutes:
a) Name mid address;
b) Telephone Ko- Fax No. (OpQ
9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a di f1cmrwat due is
specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS, UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT INYOUR PAYING TWICE FOR IPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMEW MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO ORTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY REFORE
COMMENCING WORK OR RECORDING YOU NOTICE OF COMMFNCEMENT
STATE OF FLOMPA
COONTYOPPASCO
printNuft
bre me this
TW fortwing instrument was acknowkd#ed bef _A-&yf 2o 2-Z by )UASOY) 6
-as (typc of authority. eg. ofter, trustee, aftorricy in
triame of party on bebalf or insmmmk wMas
Personally Known — OP Noduced Identifition Notary A -t,x
Type of Identification Produced. Name(print)
Verifkation pursum to Section 92,525, Fioridasnniam umer, penalties ofpm*my, t deebmtha I r s td
have read dte orogaing and dvt tk fact SM e
in it are true to ft beg ofiny Immvk45e and Wier.
NOTES: UNINHABITED UTILITY BARN SHE]#
1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020) PPTQ
BUILDINGS ARE NOT F
(HVHZ)
2. DESIGN LOADING:
WIND SPEED: Vlt = 155
V,,,d = 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:
18/-29 PSF
(ZONE 1)
WIND PRESSURE (psf) (ASD VALUES)
18/-50 PSF
(ZONE 2)
xd
(BASED ON 10 SQ FT)
18/-74 PSF
(ZONE 3)
WALL:
31/-34 PSF
(ZONE 4)
31/-42 PSF
(ZONE 5)
fell M
HEADER NAILING:
_WF
"91111'.141310-TA111, —
- I Off- �=Ivrer, . . . . . . . . . . . .
NAILING:
REFER TO SHEET 2 FOR WALL AND
EACH SHED:
TB800 - T-8 1/4" (92
12
5
12
29 V,
6'-8'WIDE ATTIC JOIST - 2X6
- 10' WIDE ATTIC JOIST - 2X8
- 12' WIDE ATTIC JOIST - 2X10
- ATTIC LOAD: 30 PSF
r
0
ALTERNATE
WALL FRAMING TO BE 2X4 DETAIL
.0
SPF #2 OR BETTER @ 16"OC.
<
SEE SHEET 3 FOR THE STEEL FLOO',Z
WITH ANCHOR DETAIL OR
FOUNDATION DETAIL
ffffifffiqmh••• -amffl
CRIPPLES (IF REQ.)
'HEADERS FOR
*-P, , 0t5__ U,
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
fi• M
�_ �21
` KIN(, 81 LID
FOR WINDOW OPENINGS UP TO 3'-0"
UP TO 12'-0"WIDE
BUILDING SECTION
SCALE N.T.S.
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
CRIPPLES
HEADERS FOR
OPENINGS UPTO 4'4'
USE (2) 2x6 SPF #2
OPENINGS 4'-1 '6 TO 6-0"
USE (2) 2x8 SPF #2
OPENINGS 6-1" TO T-0"
USE (2) 2x10 SPP #2
OPENINGS T-110
USE (2) 2x12 SPF #2
KING STUD
TRIMM&R
1 5 k 'a - 19
800- ffifift-
0 WINDOW HEADER DETAIL DOOR HEADER DETAIL
1 FOR SIDE WALLS FOR SIDE WALLS
SCALE N.T.S. SCALE: N.T,S.
Order #.
Customer:
,Site Address:
Drawn By: SJ
W1111=11
IBuilding Size:WIDTH -LENGTH - HEIGHT- SQ. FT. AREA I Date:
IScale: N.T.S.
UP TO 12'WIDE x UP TO 24'
TB800
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
REFER TO THE TRUSS
DESIGN FOR LUMBER
SIZE, PLATE SIZE, AND
TRUSS SPACING
FLORIDA /Art-MkJVt::U UVVtNZ) BOTTOM
CORNING OAKRIDGE 30 YEAR
SHINGLES - FL10674.1-R12
-OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218.1-R2
SQ INCH VENT
FOR EVERY ONE SQ FT
*F BUILDING
mflatwol
WALL TOP 1
- TOP PLATES ARE
NAILED TOGETHER
ARE TO BE DRIVE
AN ANGLE. 10
STAGGERED AT
•
USE 2X4 AND 2X6 TOP
PLATES AS SHOWN
TRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
7/16" OSB
SHEATHING
OR 7116'OSB
SHEATING WITH
FOIL BACKING
ALL WORK SrHALipej p
R�At W
SIMPSON H8
CODES FILORIDA BUILDING r, PLATE ON INSIDE
NATIONALEELECTRIC CODE,- AT EACH RAFTER
AND THE CITY OF ZEPHYFOW111
HEADERS FOR:
v6E (2) zxb 61-1-
REFER TO THE DOOR DETAIL
(SHEET 2) FOR THE DOOR DESI
HEADER DETAIL
FOR END WALLS
SCALE: N.T,S. I
TUFF SHE, INC.
ENGINEERfNG DEDPARTMENT
USE 2X4 AND 2X6 TOP
DEC PLATES AS SHOWN
VIEW DATE
0 F Z E P
- TOP PLATES ARE TOSE
NAILED TOGETHER. NAILS
ARE To BE DRIVEN IN AT
AN ANGLE. 1 Od NAILS
STAGGERED AT 12'O.C.
i m �_, *. �,*# IMI
HEADER FRAMING DETAILS REV. LEVEL 01
FBC, 7th EDITION (2020) SHEET
155C
SHEET 1 OF 4
TRUSS TO WAL0
CONNECTION JXTAIL
SCALE: N.T.S.
No 76 5
STATE OF
S/ONA
111;11111ft'l "X
�ftwwm �ww
1-UrF hnnnE
Storage Buildings & Garages
TUFF SHED,FACILITIES
Building Size:WDTH -LENGTH - HEIGHT- SO.FT,AREAM
Scale: N.T.S.
= AFAUIRS a im
AW mi., I al*l= U-11 IN 101 Lem yj 1.1 a an; Lei M IS I agolllz] 01111,7XIM,
�N#
MAX.
LSIDE COMB.
MAX.
W WL� OPENING
ALL
COMB.
A (NOTE 2)
OPENING
♦
TUFF SHED, INC. in
ENGINEERING DEPARTMENT j,
m
(303) 753-8833 EXT. 96315
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
6d NAILS @
8d NAILS @ 6' OC.
8d NAILS @ 4" O.C.
ba NAILS @ 3- O.C.
8d NAILS @ 6" O.C.
,8d NAILS @ 4- O.C.
8d NAILS @ 3" O.C.
if NAILS @ 6- O.C.
§�
'8d NAiSiiiILS @ 4" O.C.
8d NAILS @ 3- O.0
ON I H-TV W MW 9 I=
mml
v_ I
_001
11914-16-12WWWA
Fvq��ff
ERAMER091=#�1 I
ISHEET 2 1
m
7 835
STATE OF
0
es &
-'/ONA*�
//;///Ii I I I I I lkx�\1\14
• i i
0STEEL SHED :DETAIL
ffm
1/2" HILTI KWIK •
STAINLESS
LT;�
DEPTHEMBEDMENT
MIN. EDGE DISTANCE s
ANCHOR SPACING:
8OLT ANCHORS TABLE,
1. STEEL ! * •
silts / • GAUGE STEEL TRACKS.i ZINC COATED
00 • GAUGE STEEL JOISTS'COATED
• O.C.k
(SUPPLIER: ALLIED STUDCO (JOIST:
0
FLOOR2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
3. FASTEN DECKING TO JOIST & TRACKS
•:8" ZINC PLATED SCREWS •
O BLOCKING REQUIRED. ALL DGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
/ FASTEN SOLEPLATE`iUGH FLOOR DECKING INTO JOISTS
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS
• OPTIONAL C* • AS REQUIRED S LEVEL
BLOCKSBLOCKS UNDER JOISTS SPACED @ T-0- O.C. MAXIMUM.
.* SPACED• t
Rom
Zj [BASEPLATE
FLOOR PLY
STEEL
BASE
i
SIDEWALLDETAIL
1`
-V
TRIM
SIDING
2X4X2'
BLOCK
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
z
3/8"0 x 4" CARRIAGE
BOLT AND LOCKNUT
CORNER STUD
• PART NUMBERS:
OT3644BGMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
REPORT NO. RAD-3060
OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-OR-
OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 4,725 LBS
STUD
LU
U)
ocy I STUD
AUGER t
'ANCHORS
10#01�
; •
-s --s,
1CORNER OF I t-it
i
6-ANCHORS PROVIDE (1) AT EA.
CORNERS OF i
TRIM THE CENTER OF *SIDE
N END WALL
ANCHOR BRACKET
TO BE FLUSH WITH
AUGER ANCHOR DETAIL EDGE OF TRIM
SCALE: N.T.S.
KWIK BOLT ANCHORS
(INTO CONCRETE)
ANCHOR BOLT &
RE: DETAIL 3 SHEET 3
P.T. SILL PLATE
WIDTH
LENGTH
QTY
PER NOTES BELOW
6'
6-10'
6
6
12'-16'
8
#4 CONTINUOUS
8'
8'-14'
6
1 3/4'
TOP & BOTTOM
8'
16'-22'
8
U FINISH
CONCRETE FLOOR
10,
10'-16'
6
( -
co�
I-
GRADE
10`
18`-24'
8
1
t
12'
12'-18'
6
12' 20'-24' 8
��
--- --- -----
NOTES:
C6
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
'', SLAB
2. PROVIDE (1) ANCHOR AT EA. CORNER
CLR
3TYP
\`j
REINFORCEMENT
PER NOTES BELOW
OF THE BUILDING. THE REMAINING
_j �
ANCHORS EQUALLY SPACED ALONG THE
LENGTH OF THE BUILDING. (1/2 THE
8„
REMAINING ANCHORS ON EA. LENGTH
THICKENED SLAB
SIDE EQUALLY SPACED).
MIN.
(�)CONCRETE FOUNDATION DETAIL
SCALE: N.T.S.
Orders
w1im F F S H E R
Customer:T
� ILIA
StorageBuildings : Garages
i Site Address:
TUFF SHED, FACILITIES
I
'• :.
II_IIIIIIIII-III
Building . LENGTH I HEIGHT- I 11 . FT AREA
� y y
TUFF SHED, INC. in
ENGfNEERING r
i
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
BEFORE POURING CONCRETE.
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE,
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc = 2500 PSI.
5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.
6. SEISMIC DESIGN CATEGORY: B
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
1/2°' DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHE
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" IN" THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' C.
C. THERE SHALL BE A MINIMUM O4CH
LTS PER.SOLE P TE PIECE
WITH 1 BOLT LOCATED NOT MOAN 12" OR LE THAN 7 BOLT
DIAMETERS FROM EACH END O P4E
•' ::fat
SHEET rN
`" i
FN7 835
j • •` £ STATE OF ••��
/ ONAitttV '
� 4'-2"
12
12
CHORDS
j3X6 20 GA
12
29
3X6 20 GA7�
co T T S Typ
- P7 P
PLATES TY
7
T-2"
""�
�-
11,u
12
CHORDS
�jp T S Typ
12
NOTES:
FBC7th EDITKJN(2U2Q
ANSKTP|1-2D14
TRUSSES TO BE SPACED @ 24-DC
MATERIAL TOBE2X4SPRUCE PINE FIR GRADE #2
OF{BETTER PLATES ARE TOBEPRESSED |NTHE
WOOD PER TP|.
REP MEMBER INCREASE: YES
WIND:
ASCE7'1S.155mph, Exposure [,Ol}1�=1.60
PLATES ARE MANUFACTURED BYEAGLE METAL
PRODUCTS, {CC'ES#ESR-1OB2.
m
�
m
12'
o
1-25/8^
zo
—2X4TOP -� �— /
CHORDS m �5r3X6ApLATEGHS|DES
00 4'-2~
29
12
2>4TDp '
� 00
�
-' 7, 3X6 20 GA CHORDS
| T}
5-1(dNAIL —/
EA. SIDE
USPAN
REACTIONS:
MAX. VERTICAL- 415LBS.
MAX. UPLIFT: -175L8S.
NOTE:
TRUSS MAY BEUSED ONBUILDING LENGTHS
UPTO12FTUNLESS CEILING JOIST OROTHER
TENSION TIE |5PROVIDED.
TUFF SHED'
Order
1 Customer:
Drawn By: SJ
Is!Storage Buildings & Garage
Site Address:
Date: 1/7/15
UFF SHED, MFG. FACILITIES
-IARIEA,���
Building Si7P-WIDTH LENGTH - HEIGHT- S.
8'SPAN
REACTIONS:
MAX. VERTICAL: 255LBS.
MAX. UPLIFT: '1A5LBG.
NOTE:
TRUSS MAY BEUSED OWBUILDING LENGTHS
UPTO12FTUNLESS CEILING JOIST DROTHER
TENSION TIE |SPROVIDED.
TUFF SHED, INC.
12
29
�0 G'-2^
12
1-63V16^
�' '� 9
--2X4 TOP
P CHORDS
3X6 20 GA PLATES
�M�P � � ��BOTMS0ES
CHORDS i r7| \\ |
\\ \
� U-2"
1-83/1O^
29
29
2X4T0P -~ 2X4TOP
CHORDS 3X6 20 GA PLATES CHORDS
TYP BOTH SIDES
2X10 BOTTOM CHORD
5-10d NAILS
EA. SIDE
REACTIONS: �
I�
REACTIONS:
MAX.V�RT|CAL�18LB� �
MAX. VERTICAL: G�ULBS�
�
KA/�<�U�L|F��-250LB��
MAX.UPLIFT: -285LBS
NOTE:
NOTE:
TRUSS MAY BEUSED ONBUILDING LENGTHS
TRUSS MAY ~EUSED ~'`~~' LENGTHSDING
UPTD1HFTUNLESS CEILING JOIST OF{OTHER
UP '"2~' ' UNLESS ~E'~^ JOISTOROTHER
TENSION TIE |SPROVIDED.
'^'`~'~'' TIE —PR—'—
MAXIMUM DEFYECTIO 1 SPAN)
FBC.7thEDITION (2O20
IN No
DRAWING NO.
TB
Base Details
Building Size & Style
TB-800 - 12'wide by 16'long
Paint Selection
Base: Sheffield Gray, Trim: Delicate
White
Roof Selection
Charcoal Dimensional Premium
Shingle
Drip Edge
White
Is a permit required for this job?
Yes
Who is pulling the permit?
Tuff Shed
MMM
0otion5 Details
High Wind
High Wind - Home Depot
Doors
3'x 67' Double Shed Door (6),
Diamond, Decorative Door Hardware,
Drip Cap, Heavy Duty Ramp Pair
Walls
539 Sq Ft House Wrap
Roof
306 Sq Ft Radiant Barrier Roof Decking
Floor and Foundation
192 Sq Ft 3/4" Treated Floor Decking
Upgrade
6 Ea Shed Anchor into Dirt - Auger or
MR88
Interior
72 Sq Ft Overhead Loft
Vents
2 Ea 16"x8" Wall Vent - White
Loft
Wall C - Straight Loft, 6' Deep Wall C
Jobsite/Installer Details
Do you plan to insulate this building after Tuff Shed
installs it?
Yes
Is there a power outlet within 100 feet of installation
location?
Yes
building. How level is the install location?
Within 5`-8" of level
perimeter of all four waft?
Yes
&M �ti447R"- v)VAWA%%&!i-.A�6
approximately 200' of your installation site?
Yes
Substrate Shed will be installed on?
Dirt/Gravel
vi. 21,,-
ond,�
P,orcel 2b
PoitA of Bagihniiig porcei 2,
S, 89'5645� W,
S, 89'56'45' W,
— --- —
— — — — — — —
ikl
-31
i
Z�ACKcTT
EmTsHo
NO
LOT 4
LOT 3
Lei 2
LOT ?a
�'
LOT.fib
!9,860 sit
��
Leh mw..
r—++—» ten. ..m+«. .�nvaa
sue+ .....—..'A�—+-w•v «+-®
S. 819"5,9,07 w
TRACT- 26, ZEPHIeRHILLS COLONY COMPANY LANDS
PtAT BOOK % �,40E �S
L EGAL ()RTPTJON PARCEL 2b.
3
3rMO21 Florida Building Code online
fit
Aq
Bias "arm Log In U— Rectst-t— Hot Topics Subind Surchanite Stoles 8, Facts F4*kabors CW*Sd LIS acis s*e MW Lwft Search
ftofteltAWMVal
dUpr 0 USM: ftbft user
> rjedua I > Awl'te"On Deus" > ftiiils�
FL # FL22202-R4
n
Application Type OD
Code Version 2p-20 Application Status 7App,. roved
Comments
Archived
Product Manufacturer Tuff Shed, Inc.
Address/Phone/Email 1777 South Harrison Street
Suite 600
Denver, CO 80210
(303) 474-5567
bgrimes@tuffshed,com
Authorized Signature Tom Saurey
bgrJmes@tuffshedxom
Technical Representative Patrick Kessler
Address/Phone/Emall 1777 S Harrison Street
DenveCO 80210
(303) 753-8833 Ext 5617
pkesster@tuffshed,corn
Quality Assurance Representative
Address/Phone/Ernail
Category Exterior Doors
Subcategory Swinging Exterior or Assemblies
compliance Method ( I no
Certification Agency Window and Door Manufacturer Association
Validated By Window and Door Manufacturers Association
Referenced Standard and Year (of Standard) Mandard YAW
ASTM E330 2014
TAS 202 1994
Equivalence of Product Standards
Certified By
I affirm that there one no changes in the new Florida Building
Code which affect MY Product($) and my product(s) are In
compliance with the new Florida Building code,
asps? pam,-.GEVXCWDquypHVa8bqMuX3qC-szqVbgjZB%2bUB%21kwt4jUU9GvGEUFOY.M%,3d
30=21 Florida Building Code Online
product Approval Method Method 1 Option A
Date Submitted
Date Validated
Date Pending Approval
Date Approved
surnmary of Products
9112 if21121 __ __
01J21f2021
FI. # Re", Number or name
k
Description
2220:2A Side -hinged Wood Shed Door
I Side -hinged Wood Shed Door (Outswing - Double Door)
(Outswing - Double Door)
Maximum Size 80.2,5' wide by 84" high
Limits of Use
h
for use in HVHZ. Yes
outsideApproved
Approved for use HVHZ. Yes
Impact Resistant* N/A
Other- Structural only
Side -hinged Wood Shed Door
!
Side-hinged22202.2
(Outswing Double Door) HVHZ
Maximum Size 80,25" wide by W high
Limits of
o Agency
Approved
for use outside "VHZ- Yes
Quality Assurance Contract ftPiretion Date
ImpactApproved
Design Pressumt +54/-54
Installation Instructions
Other. Structural only
AssociationVerified By: Window and Door Manufacturer
Created by Independent Third Party-
222G2.3 Side -hinged Wood Shed Door
. # Wood Shed DoorR - Single Door)
(Outswing Single Door)
x1mum Size 56' wide by $3.75" high
Limits Ofton
Agency CertMcate
Approved
Approved for use outside HVtU' Yes
Assurance Contract Expiration Date
Impact Resistant- N/A
06/1412028
Design ;"
• ,} Instructions
Other- Structural only
Verified By: INindow and Door Manufacturer Association
Created by Independentn
Valuation Reports
Created by Indeperrilent Third Party:
Side -.Wood Shed .
Maximum Size 56- wide by 83.7Sr high
Approved far use In "VHZ*. Yes
Approved b 4Contract
Impact Resistant: N/A
06/14/2028
Design Pressurva. +54/-54
Installation InstructIouia
Structural only
f
Verified BY: Window and Door MR urer Association
ThirdCthw*.
Created by Independent
Evaluation Reports
Cmated by Indevendent Third Party-
UfKW Mnda taw, email, addresses we Pkilille reowd% N YOU 40 00t w4ftt VOW e-mail adOmm released M MsPon" to a mlbjtc�records
i
NMI INSTRUCTION #1 THROUGH.. ARE TO BE
FACTORY.PERFORMED IN
DETAIL
PgRFOMIED ♦ •> SFMENGINEERED
TO ITEM 2 (STEEL DOOR FRAME - I-lir CHANNEL) WTrH
!^ k
OF a
rs
Vt
31 rt
AT EACH END OF EVERY STEEL CHANNEL AS SHOWN IN
OETAPL V.
0
ttim
6
m
* --I"
R HAN}LE AND STRI
r INSTALLTT HMO
14*
SIN
U SCR . CH
1 S Y, S `iO
S 3
"T'A1L'" NG ArtA T
INSIDE } 9 Tilfif � HINGES
1R TAR. ATTACH
HANDLE CAS LATCH EACH HINGE WITH (7)
x 2m9/A"
x I-lW P DRIVE HINGESTO
.
WASHER N SCREWS
DETAIL'A!
It ' #
% DOOR ASSEMBLY
r �
D INSTALLATION
}
ASSEMBLY INSMUCT12ELS
NOTE� INSTRUCTIONS #1 THROUGH #4 ARE TO BE
PERFORMED IN THE FACTORY. INSTRUCT14DN #6 IS TO
I , ATTACH ITEM 1 (7116- ENGINEERED WOOD
SHEATHING) TO ITEM 2 (STEEL DOOR FRAME - 1-1/2
04, AND (2) SCREWS AT EACH END OF EVERY
STEEL CHANNEL AS SHOWN IN DETAIL'S',
Z BUTT ITEM I I (ZX3 VERTICAL PANEL SUPPORT) TO
VERTICAL ITEM 2 JSTEEL DOOR FRAME - 1 1/2'
CHANNEL) AND ATTACH TO ITEM I (?/IS -
WOOD SHEATHING) WITH ITEM 3 1#8 X
F (1) SCREW AT EACH
END OF 2X3 DOOR SUPPORT.
WOOD EXTERIOR SHEATHING) TO ITEM 2 (STEEL
DOOR FRAME - 1-1/2' CHANNEL) AND ITEM I I (U3
VERTICAL PANEL SUPPORT) WITH ITEM 3 (#8 x 1-1/2
OF EVERY CHANNEL AS SHOWN IN DETAIL 'S',
4, ATTACH ITEM 5 (DOOR TRW) TO ITEM 4 (3/8'
SMARTSIDE ENOINEERED WOOD EXTERIOR
SHEATHING) WITH EXTERIOR GRADE
CONSTRUCTION ADHESIVE AND ITEM 6 (NAILS) @ V
= AND (2) NAILS AT EACH END OF EVERY TRfM
PIECE AS SHOWM
ATTACH ITEM 9 (HINGES) TO ITEM 5 (DOOR TRIM)
WITH ITEM 8 (#8 X 2-19- SO DRIVE WOOD SCREWS)
AT LOCATIONS SHOWN ON SHEET 4(3) SCREWS
PER HINGE.
Im
INSTALL DOOR HANDLE USING #8 x 2.1l4"
SQUARE DRfVE WOO{{D S& ATTACH
STRIKE PLATE WITHSQUARE
.DRWWSCREWS.
SCREWS TO SE LOCATED AS SHOWk
NAIL DOOR JAMS STv0$1
gq S WITH (2) 94d r
HE , L i
H
f3ederTUFF
PY,3
THESE [SstA AND iNE
DEVON THEE PROPERTY
W£NfisS B'Y:
SH , t C.Cup
L
er.
SHED.
t7 }. Poi
t iUSF 6bd TNESE
6'(606i) R ASSEMBLYStf!
d1%1 8 S
: 52SH6
EUH 3tNCiTbBESiPPLEi
A Cri7 AF2IN
TP
AND'NSTALLAT30iV'3sJ
Sk3e
F S
ed By.
Ahk7J OUdLT $Y 7ilFF 33#E[},
BtXT Uirt YTUF
r.-n Issga.o2.4wis
SD $ TC
COLD So 0
DOOR
;i'iAF¢{} '(Size,te:
Mi8i
FiSf movEiEYTUFF°whgo
t7�3a: tl@ 3& 38
3) 753-TUFFguadmi
14.tR YR+S
e : N.T.S.
_ +A£.�E`4L
DRAWING WO.
AP-FL-POEN-03
w
THESE WRAWWOS A"THE
09S 99TY
By, PK
C F nfflE SHL11 THESE
piifiMNGS ARE FORA
512913 b
gULMG To SE SUPPLIED
A. T 11 TUfF S t9.
Sd By:
oTr€Ec U°aE tS
Fi3R9&GC3r".P3 0Y TI.FF SHE
N:T,S.
agIgORM
s
m
IN HOUSE DRAFTING DEPARTMENT
1777 u. HARRISON S PJ�Fr
L *: 1;55YS,02-s5a19 DENY ORA 80210
97i nau t s/aa/3Ati (303) 753- 1�F
4— sac. aa.+. tiers
ME
AL-P -03
6 jwE7i DOOR ASSEMBLY
AND 94STALLATM fm^LVAL 01
SiNVET
SHEET 4OF 3
VARIES BASED ON DOOR Vt(DYid
I
VENDOR: L UI IANA PACIFIC
-
Im
VENDOR: DOD: SIERRA PACIFIC
-- PART0390209
c�,rzl
i
7116" (bS
SPACER
VENDOR: SIERRA PACIFIC
VARIES BASED ON DOOR WIDTH "
UFF SHED rNC
i� �
AND INSTALLATION
Ill��ji�'li`il,�ViT
COMPONENT DETAILSll
rIMIMa
"�•
� �li� ���� �ii {�l�
��
a
SCOPE:
construction materials in Ime 377te orloa. I WdElcrn SUD"ItUeU rids *CZ11 11MVIVI 1,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 71 Edition (2020) Ftorlda Building Code sections noted herein.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein and FBC 1507.17.1 / R905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEW ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEIVIO 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 "NEIVICI 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 ierninen, P.E.
The facsimile seal appearing was authorized by Robert
J.M. N
Nieminen, P.E. on 08/0412021. This does not serve as an
Florida Registration Nod 59166, Florida DG4 ANE1983 electronically signed document.
CERTIFICA11014 Or INDEPENDENCE:
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 Nierninen, 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, LLC
NEMO I etc.
Section
!!�e
Standard
Year
1507.2.4, 11905.23
Material standard
ASTM D1970
2015
1507.2.5, 1190524
Material standard
ASTM D3462
2010
15072.7.1, 11905Z61
Wind Resistance
ASTM D3161
2016
1507.23.1, R905.2.6.1
Wind Resistance
ASTM D7158
2019
15072.7.1, R905261
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
GAF-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 5978)
ASTIVI D3462 (CA-S)
376TO135
02/05/2021
PRI (TST 5978)
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
01NK06632
02/02/2001
UL (TST 1.740)
ASTM D3161, TAS 107
OINK9226
05/21/2001
U L (TST 1740)
ASTM D3161
OINK37122
12/18/2001
UL (TST 1740)
ASTM D3462
01NK37122
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
10/1712003
UL (TST 1740)
ASTM D3462
04NK13850
06/07/2004
UL (TST 1740)
ASTM D3161
04NK13850
06/23/2OG4
UL (TST 1740)
ASTM D3161
04NK30546
03/10/2005
U L (TST 1740)
ASTM D3462
04NK22009
05/06/2005
UL (TST 1740)
ASTM D3161
04NK22009
05/09/2005
UL (TST 1740)
ASTM D3462
05NK27924
02/10/2006
UL (TST 1740)
ASTM D3161
05NK27924
02/11/2006
UL (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
UL (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
MEMO ETC, LLC Evaluation Report 01506.01.08-1133
Certfficate of Authorization #32455 71" EDI-TION (2020) FBC NON-HVHZ EVALUA-nON FL10124-R31
GAF Asphalt Roof Shingles Revision 33:08/04/2021
Page 2 of 8
of4NEMO I etc.
Erliei
Examination
Reference
gate
UL (TST 1740)
ASTM D3161,D3462
07CA31742
11/08/2007
UL (TST 1740)
ASTM D3161,D7158,D3462
08CA06100
03/13/2008
UL (TST 1740)
ASTM D3161,D3462
07CAS5908
04/01/2008
UL (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
IOCA35554
03/05/2010
UL (TST 1740)
ASTM D3161,D7158,D3462
10CA13686
05/15/2010
UL (TST 1740)
ASTM D3462
10CA07264
05/27/2010
UL(TST 1740)
ASTM D3462
10CA11953
10/29/2010
UL (TST 1740)
ASTM D3161,D7158,D3462
10NK11951
10/30/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
10K12070
11/04/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
0 , 06100
01/30/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IOCAS3934
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, U.C. (TST 9628)
ASTM D3462
12CA34891
10/12/2012
UL, LLC. (TST 9628)
ASTM D3161, D7158, D3462
12CA58151
02/15/2013
UL, U.C. (TST 9628)
ASTM D3161
12CA38D83
02/26/2013
UL,LLC.(TST 9628)
ASTM D3161
13CA32332
06/18/2013
UL, LLC. (TST 9628)
ASTM D3161
13CA37934
08/02/2013
UL, U.C. (TST 9628)
ASTM D3161,D7158,D3462
4786875675
07/17/2015
UL, LLC. (TST 9628)
ASTM D3161, D7158, D3462
4787434542
05/17/2016
UL, LLC. (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, I.I.C. (TST 9628)
ASTM D3161, D7158, D3462
47 32264
08/16/2019
UL, LLC. (TST 9628)
ASTM D3161, D7158, D3462
4789115488
08/16/2019
UL, LLC, (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, LLC. (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
$ Rvr
TAttLE R AsmALT S"w6tE Compoillims
1y Pr
Material
)
StandardFlaret(
Pro -Starter Starter Strip Shingles
(flea, Pro -Start`
Eave/Rake Starter
starter strips for asphalt roof shingles
ASTM D3462
CA-S, IN-MV, TX-D
Accessory
Strip Shingles)
Starter
mi ral-su , fs I -reinforced, self -
Strips
QuickSl Feel & Stick Starter
adhering SETS modified bitumen starter strip,
nominal 9-inch x 33 ft roll, for use with
AS D1970
CA-S, IN-MV
R011
asphalt shingles with exposure of 6-inch or
less
MEMO ETC, LLC Evaluation Report 01506.01.08-R33
Certificate of Authanza€ion #32455 sea EDITION (2020) FOC Nl EVALUATION FL10124-R31
GAF Asphalt Roof Shingles Revisions 33. / 2021
Page 3 of 8
ONEMOjetc.
TAeLE is AsPHALT SHtNGLE CompoNEras
Type Product Description at `al Plant(s)
Standard
color -coordinated starter strips for use with
Accessory
StarterMatch 11 Starter Strip
Shingles
Grand CanyonO and Grand Sequoia'O series
asphalt shingles. StarterMatch' are installed
as the second starter for Grand Carr and
ASTM D3462
CA-F
Starter
Grand Sequoia® series installations
Strips
WeatherBlocker— Premium
Starter Strip Shingles (fka,
WeatherBlocker— Premium
starter strips for asphalt roof shingles
ASTM D3462
IN-MV
Eave/Rake Starter Strip Shingles)
Marquis WeatherMaxg
IN-MV
Royal Sovereign"
fibergiass reinforced 3-tab asphalt roof
shingles
ASTM D3462
AL, CA-F, FL, GA, IN -
MV, PA, TX-D
Sentinel"
GA, IN-MV, TX-D
Camelot" 11
IN-MV
Fortitude"
PA
Glenwood*
IN-MV
Grand CanyonO
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
Trmberlin& American HarvestO
AL, CA-F, IN -MC, PA
TimberlineO AH
AL, CA-F, IN -MC, PA
TX-E
TimberlineO ArmorShield" 11
Timberline® AS It
TX-E
Timberline" Cool Series
CA-F
Asphalt
TirnberlineO CS
CA-F
Shingles
Timberline HD9
fiberglass reinforced, laminated asphalt
roof shingles
ASTM D3462
—AL, CA-S, CA-F, FL, IN -
MC, MD, MN, PA, TX-
-D,TX-E
AL, CA-F, CA-S, FL, IN-
TimberlineO HDZ"
MC, MD, MN, PA, TX-
D, TX-E
Timberline® 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
AL, CA-S, IN -MC, MN,
PA, TX-E
Timberline Ultra HDO
Timberline UHD
AL, CA S, IN -MC, MN,
PA, TX-E
Woodland"
IN-MV
Slateline—
fiberglass reinforced 5-tab asphalt roof
shingle
ASTM D3462
IN-MV
Seal -A -Ridge ArmorShieldO
GA
Hip &
Ridge
Shingles
Seal -A -Ridge" AS
fiberglass reinforced, hip and ridge
asphalt roof shingles
ASTM D3462
GA
GA, IN-MV
Seal -A -Ridge* Ridge Cap Shingles
TimbertexO Premium Ridge Cap
Shingles
IN-MV
MEMO ETC, LLC Evaluation Report 01506.01.08-R33
Certificate afAuthorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R31
GAF Asphalt Roof Shingles Revision 33: 08/04/2021
Page 4 of 8
NEMO I etc.
5.1 This is a building code evaluation, Neither NEMO 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.
52 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., froward 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 of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic insulation.
5.5 Wind Class cation: Refer to Section 6 for installation requirements to meet wind classifications
41 1
Product FBC Table 1507.2.7.1 or R905.2.6.1
Marquis WeatherMaxO ASTM D3161(F) & ASTM D7158(H)
Royal Sovereign
ASTM D3161(F) & ASTM D7158(H)
Sentinel"
ASTM D3161(F) & ASTM D7158(H)
CamelotO 11
ASTM D3161(F) & ASTM D7158(H)
FortitudeO
ASTM D3161(F) & ASTM D7158(H)
GlenwoodO
ASTM D3161(F) & ASTM D7158(H)
Grand CanyonO
Grand Sequoia*
7
STM D316-
ASTM D3161(F) & ASTM D7158(H) M I
ASTM D3161(F) & ASTM D7158(H)
Grand SequoiaO IR
ASTIVI D3161(F) & ASTM D7158(H)
II
Grand Sequoia' ArmorShield"
TM D7158(H)
ASTM D3161(F) & ASII
Grand Sequoia" AS
ASTM D3161(F) & ASTIVI D7158(H)
TimberlineO American Harvest"
OWN
Timberline' AH
ASTM D3161(F) & ASTM D7158(H)
Timberline' ArmorShield" It
ASTM D3161(F) & ASTM D7158 , H
4TimberfineO AS If
ASTIVI D3161(F) & ASTM D7158(H)
TimberlineO Coot Series
ASTM D3161(F) & ASTM D7158 H
Timberlineo CS
7158(H)
ASTM D3161(F) & ASTM DIII
Timberline HDII
ASTIVI D3161(F) & ASTM D718(11)
Timberlineg HDZ—
ASTM D3161(F) & ASTM D7158I (H)
Timberline" Natural Shadow"
If IIlI�II II
ASTM D3161(F) & Si D7158(H)
Timberlines NS
ASTM D3161(F) & ASTM D7158(H) R9
Timberline Ultra HD*
ASTM D3161(F) & ASTM D7158(H)
UHD
ASTM D3161(F) & ASTM D7158(H)
�TimberlineO
diand
ASTM D3161(F) & ASTM D7158(H).
ASTIVI D3161(F) & ASTM D7158(H)
5.5.1 Classification hy�D71�58:
ASTIR D7158, Class H applies only to exposure category B or C and a building height of 60 feet or less. Calculations
by a qualified design professional are required for conditions outside these limitations. Contact the shingle
manufacturer for data specific to each shingle.
NEMO ETC, LLC Evaluation Report 01506.01.08-R33
Cerhficate of Authanzation #32455 7T"E1aITION (ZG20) FBC NON-HVHZ EVALUAT10N FL10124-R31
GAF Asphalt Roof Shingles Revision 33: 08/04/2021
Page 5 of 8
NEMO I etc.
TABLE 20: WIND CLAssincATioNs, STARTER STRIPS AND HIP & RIDGE
Type
Product
FBC Table 1507.2.7.1 or R905.2.6.1
Pro-StartO Starter Strip Shingles (fka, Pro -Start* Eave/Rake
ASTM D3161, Class F
Starter Strip Shingles)
Starter Strips
Weathei-Blocker— Premium Starter Strip Shingles (fka,
ASTM D3161, Class F
WeatherBlocker— Premium Eave/Rake Starter Strip Shingles)
Sea[ -A -Ridge* ArmorShieldO
ASTM D3161, Class F
Seal-A-Ridgell AS
ASTM D3161, Class F
Hip & Ridge
Shingles
Seal -A -Ridge Ridge Cap Shingles
ASTM D3161, Class F
ASTM D3161, Class F (sealant
TimbertexO Premium Ridge Cap Shingles
required, See Section 6)
5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C' Rule 61G20
Refer to the Product Approval of the component manufacturer for components that are produced by a Prod
Manufacturer other than the report holder on Page I of this Evaluation Report. I
Roof deck, slopej underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shin
manufacturer's minimum requirements.
6J2 UnderlaVment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Loca
Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 11
6.1.3 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or
R905,2.5. Staples are not permitted.
6Lil GAF asphalt shingles are acceptable for use in rerocif (tear -off) or recover applications, subject to the limitations
set forth in FBC Section 1511 or R908 and GAF published installation instructions.
���OkSTARTMSTRIK
6.2,1 installation of Pro -Start" Starter Strip Shingles (fka, Pro -Start" Eave/Rake Starter Strip Shingles), WeatherBlocker T1
Premium Starter Strip Shingles ffka, WeatherBlocker TI 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:
Camelot' 11, Grand Canyon', Grand Sequoia", Grand SequoiaO IR, Grand Sequoia' ArmorShield', and
Woodland" require minimum five (5) nails per shingle.
Slateline Tm requires minimum six (6) nails per shingle.
DEMO ETC, LLC Evaluation Report 01506.01.08-1133
Certftate of Authonzatwn #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R32
GAF Asphalt Roof Shingles Revision 33. 08/04/2021
Page 6 of 8
ONEMO I etc.
6.3.2 Fastening for FortitudeO, TimberlineO AH, TimberlineO CS and Timberline" HDZ"; slopes 2:12 up to 21:12
13-1/4'
TARGET MAIL ZONE
3V'-'
ZONA OBJETIVO DE CLAVADO
6 7/8' 7-5,'T {148mm - 194mml
STAROARD NAILING PATTERN:
Nail shingles approxTmately 6 7/8'(1 174 mm) from bottont of shingle. in nailing area, as shovvn, Nails arust not be exposed, Not for use on
Manswd roofs (21 : 12 slope and ibove),
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required.
Contact the GAF for details.
III I I I I I I MMI I I � EMM
Fill' I ill 1121 11
6.4.1 Installation of Seat -A -Ridge"' Ridge Cap Shingles
shall comply with the GAF current published
instructions with a minimum two (2) nails,
minimum 3/8-inch head diameter located 6-7/8-
inch back from the exposed end and 0.5-inch Nail
from the edge.
NEMO ETC, LLC Evaluation Report 01506.01.08-R33
Gertificate vi`AuthonzaWn #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATiON FL10124-R31
GAF Asphalt Roof Shingles Revision 33:08/04/2021
Page 7 of 8
fONEMOjetc.
6.42 Installation of Seal-A-RidgeO Armor-ShieldO and
Seal-A-RidgeO AS shall comply with the GAF
current published instructions with a minimum
two (2) nails, minimum 3/8-inch head diameter,
per shingle located 5.25-inch back from the
exposed end and 1-inch from the edge.
6.43 Installation of Timbertexl Premium Ridge Cap
Shingles shall comply with GAF current
published instructions with a minimum two (2)
nails, minimum 3/8-inch head diameter, per
shingle and beads of Henkel "Loctite PC Roof &
Flashing Polyurethane Sealant".
NEMO ETC, LLC Evaluation Report 01506.01.08-R33
Cervfkae ofAuthonation #32455 7-1 EDITION (2020) FBC NON -if EVAl UAMN FL10124-R31
GAF Asphalt Roof Shingles Revision 33: 08/04/2021
Page 8 of 8
1114=1 Florida Building Code Online
SCIS Hmm I" In Usw Reqlamftm HotTbp�M Submt SwChw9e StM & Facts PWOMMM Cw� tft SCIS 5ft MaP UrJm Saamh
Product *4Aft
UM: Pubk user
> AQRDW9W-= > APPIWAUP" DOWN
FL FL9190-1t9
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer LP Building Solutions
AddressfPhoTWEmaill 414 Union Street - Bank of America Plaza
Suite 2000
Nashville, TN 37219
(352) 425-7457
cw.macomber@ipcorp.corn
Authorized Signature CW Macomber
cw.macDmber@lpcorpx,Dm
Technical Representative CW Macomber
Address/Phone/ Emall 5712 SW 40th Place
Ocalo, FL 34474
(352) 425-7457
cw.maoDmber@lpcotp.com
Quality Assurance Representative
CW Macomber
Address/Ph one/Emad
5712 SW 40th Place
Ocala, FL 34474
(352) 425-7457
cw.macoffwber@lpcoTp.com
Panel Walls
Category
Subcategory
Skiing
Compliance Method
Evaluation Report from a Florida Registered Architect or a licensed Florida
Professional Engineer
Evaluation Report ® Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim, P.E.
Evaluation Report
Florida license PE-49497
Quality Assurance Entity ineered Wood Association gi P Eng
Quality Assurance Contract Expiration Date ( =12/3�1/M3;0 am I
Validated By am ner, P.E. 0 CBUCK Engineering
Lida Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1405
1604.3.1
h1WAoddabu#dJnZorW4w app AtLaW¶m--wGE\rAQwKkWPW%2b4UIPILM%2fVA7w4rtSE%2bkuUA%2bUqYQ%3d
Im
Florida BuldkV Code Online
1609A
1616.11
1626.1
2304.6
amz�'IM
Date Submitted 10/2212020
to Validated 1012212020
Date Pending FBC Approval 11/03/2020
Date Approved 12/15/2020
=S f Products
"MI ===�, 0 um K * ModeiNumber
Undt; of Use
Approved for use In HVHZ- Yes
Approved for use outsWe HVHZ. Yes
Impact Resistantz. No
Design Pressure: WA
Other- Refer to Evaluation Report. Product Is not impact
Impact resistant product except for uninhabitable structures
such as sheds,
9190.2 LP SmartSide Cedar Shake Lap
I Siding
Limits of Use
Approved for use in HVHZ, Yes
Approved for use outside HVHZ* Yes
impact Resistant; No
Design Pressure. N/A
Other. Refe-r to Evaluation RepoM Product Is not Impact
Impact resistant product except for uninhabitable stru
such as sheds
Me =14
INUMIN
Created by Independent Third Party. Yes
Cedar Shake 76 Series Lap Siding
RR�tM � ME
Z=ZQ4&
Verified By: APA -the Engineered Wood Association
Created by Independent Third Party. Yes
RePI
Created by Independent Wrd Party. Yes
MR,
Limits of Use
Approved for use in HVH7_ Yes
Approved for use outside HVHZ-. Yes
Impact Resistant: No
Design Pressure: N/A
Other. Refer to Evaluation Report. Product is not impact
Impact resistant product except for uninhabitable struchwes
such as sheds.
Qatw
The State of FWkW is an AAfE80 empkym
pis
III pil 11 � IpIIIII I , I I I
1111111111 1101,11,11,11,11
00AfilsociATE:9, LLG
CONSULTING STRUCTURAL ENSIMMM8
on No. 26887
Date: October 9, 2020
Florida Product Approval: #FL 9190-R9
Product Category: Panel Walls
Product sub -category: Siding
Product Name: LP SinartSide Stmud Substrabc Siding
Manufacturer: LP Building Solutions
414 Union Street, Suiw 2000
Nashville, TN 37219
(888) 820-0325
Scope:
This product evaluation report issued by Do Kim & Associates, LLC and Do Kim, P.E. for LP Building
of the product named herein. This product has been evaluated for use in locations adhering to the Florida
Building Code 7th Edition (FBQ.
Digitally signed
Do Y by Do Y IGM
Datm 202&1&09
Ki M 1524;2D -04W
•
P.O. Box 10039 813.857.9955
TawM FL 33679 SheeA 1 of 4
SunLorthkLDocun
1. Drawings and Reports:
a. Application Instructions, LP SmartSide Siding
;b. APA-The Engineered Wood Association Product Report PR-N124, Revised July 2, 2020.
c. Joint Evaluation Report ESR-1,301, ICC Evaluation Service, LLC, ICC-ES, 800-423-
6587,562-699-0543, www.ice-m.org and APA Product Report, APA-The Engineered
Wood Association, Tacoma, WA, Reissued April 2020.
d. LP Building Solutions Technical Note No.014, Installing LP Smartside Trim and Lap
Siding on Concrete or Masonry Walls over Furring Strips.
c. LP Building Solutions Technical Note No.028, LP Smartside 38 Series Strand Substrate
Vertical Siding for Board & Batten Application.
2. Testing
a. Approved test lab: Architectural Testing, Inc., 130 Derry Court, York, PA 17406, Test
reports referenced.
i. Report No. 79279.01-122-18 (01/07/08)
L Testing per Miami -Dade County Checldlst #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 D1761-06 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-Irapact Resistant
Building Envelope Components Using Uniform Static Air Pressure
Loading. Design Pressure @ +/-57.6 psf.
2. TAS 203-94, Criteria for Testing Products Subject to Cyclic Wind
Pressure Loading. Design Pressure @ +/-57.6 psf.
3. Calculations
a. Standards referenced:
i. icc Evaluation service, Inc. Acceptance Criteria for Treated-Engincered-Wood
Siding, AC321, April 2019 (straiid, substrate engineered wood product).
SmartSide Model Product Names
aLP SmartSide is maunflictured in Stran&
5. Application Instructions
a. Strand Substrate Models:
i. Installation fastening requirements as outlined in the APA, PR-N 124 and Joint
Evaluation Report ESR-1301 documents have been reviewed and evaluated by
Do Kim, P.E. based an comparative andlor rational analysis and has been
determined to he in accordance to accepted engineering practice. installation
loads per "A PR-N124 and Joint Evaluation Report ESR-1301 shall be the
minimum design pressures as determined in accordance to the FBC Th Edition
P.O. Box 10039 811857.9955
Tampa, FL 3379 Sheet 2 af4
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 RVHZ ARowable Deflections
c. Chapter 23 Wood
i. 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 61620-3-
P.0, Box 10039 813.857.9955
Tampa, FL 33679 Sheet 3 of 4
Buildingt This product has been designed and tested in accordance to the Florida
2. No missile impact resistance testing has been cOnduckxL
L
3. Each
product listed above
Evaluation Document along with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation
5. Fire-resistant conametiory, Wood structural panels that are not fire -treated have been shown to
meet a Class III x category otherwise
constructionaccordance recommendations ' Product Guide:
spansSystems, Form W305.
6. Deflection limits and allowable Docurnents are in
accordance# per Chapter 16 Table 1604.3 deflection
limits and allowable spans per Product Approval Evaluation Documents are in accordance to
IjI 80 in HVHZ per Chapter 16 Section
t
16.3.1 deflection limits.
shall
7. All supporting host structures shall be designed to resist all superimposed loads.
8. All components which are permanently installed protected
contamination, and other such damage.
P.O. Box 10039 13. 57.9955
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
-Dadi JjijW J - Pniduct trol Section to be
-M i
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.
IXMIN�W!( ME 101
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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
ement of anNnmdluci, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to coraply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA nurnber 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.
INSPECTION' . A copy of this entire NOA 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.
NOA No.: 19-0917.02
Expiration Date: 02/22/23
Approval Date: 10/15/20
Page 1 of 0
CMM0_rYj. Roofing
Sah&Agg2m Underlayment
Material: SBS/Polypropylene/Asphalt
SCOPE'.
wi-A kqof Deck Protection underlk�.,ments to be used on existing, roof assemblies as
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.
Test
Product
Product
Dimensions
aRtg! �cation
Descjjptiou
WeatherWatch'
36" x 50' rolls
ASTM D1970
Granular surfaced modified, fiberglass reinforced,
Mineral Surfaced Leak
36" x 66,7' rolls
bituminous sheet material for use as a leak barrier
Barrier
underlayment in sloped roof assemblies. Designed
Manufacturing
as an ice & rain shield.
Location # 1, 8, 14, 15
StormGuard'* it
36" x 66.7' rolls
AS D1970
Modified, fiberglass reinforced, bituminous sheet
Surfaced Leak Barrier
material for use as a high temperature leak barrier
Manufacturing
underlayment in sloped roof assemblies. Designed
Location # 1, 8
as an ice & rain shield.
Liberty:v" SRS Self-
39-1/8" x 66' rolls
ASTM D1970
Self -adhering SBS roof membrane.
Adhering Base/Ply
ASTM D4601
Sheet
Type R
Manufacturing
Location # 1, 8
D eck-Armors Premium
54"x222rolls
AS D226
A UV -stabilized polypropylene breathable
Breathable oof Deck
48" x 250' rolls
Typell
underlayment. To be used for roof deck protection
Protection
48" x 100' rolls
as an underlayment in sloped roof assemblies.
Tiger Paw""' Premium 48" x 250' rolls
ASTM D226
A UV -stabilized polypropylene non -breathable
Roof Deck Protection 48" x 100' rolls
Type II
underlayment. To be used for of deck protection
Manufacturing
as an underlayment in sloped roof assemblies.
Location # 2, 4, 5, 7, 10,
11,12
FeltBuster* Eligh- 48" x 250' rolls
AS D226
A UV -stabilized polypropylene non -breathable
Traction Synthetic
Type R
underlayment. To be used for roof deck protection
Roofing Felt
as an underlayment in sloped roof assemblies.
Manufacturing
Location # 6, 7, 13
NOA No.- 19-0917.02
IKMIAWQ��� Expiration Date: 02/22/23
pproval Date: 10/15 0
Page 2 of 8
Test
Product
troduct
Dimensions
Specification
Descdgfion
Shaul ate Roof
36" x 144' rolls
ASTD226
Fiber gass-reinforced asphalt felt underlayment. To
Deck Protection
Typell
be used for roof deck protection as an
Manufacturing
underlayment in sloped roof assemblies,
Location # 3, 16
Libertr SA Glass Cap
39_3/8,, x 34' rolls
AS TM D 1970
Granular surfaced modified, fiberglass reinforced,
Sheet
AS TM D6163
self -adhering SBS roof membrane.
Manufacturing
ASTM D7530
Location # 8
GAFGLAN* Ply 4
39.37"
ASTIR D2178
Asphalt impregnated glass felt with asphalt
Manufacturing
(I meter) Wide
Type TV
coating.
Location # 8, 9
GAFGLAS* FlexPIr 6
39.37"
AS TM D2178
Asphalt impregnated glass felt with asphalt
Manufactuting
(I meter) Wide
Type VI
coating.
Location # 8, 9
Tri-Ply@ Ply 4 39.37" AST M D2178 Asphalt impregnated glass felt with asphalt
Manufacturing (I meter) Wide Type IV coating.
Location # 8, 9
MANUFACTURING LocAmN:
1. Mt. Vernon, rr,V--
3. 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. Shatter, CA
NOA No.- 19-0917.02
OM11 V" COUNTY Expiration Date: 02/22/23
Approval Date: 10/15/20
Page 3 of 8
EvYDENcE
Test AgLnel
T st Identifier
T o
ate
Lnieriek Testing Services NA Ltd.
3077464-01
ASTM D1970
08/23/06
3090131
Mixed Uplift € nd Self Sealability
08/23/06
100258583COQ-OIOA
ASTM D226 Type 11
01/11/11
1 673 1 C 3
ASTM D226 Type II
06113/13
10157289000Q-005
ASTM D226 Type II
04/17/14
F8549.02-106-1 - 0
ASTM D226 Type II
11/08/16
PRI Construction ction Materiels
RGM-023-02-01
ASTM D4798
05/16/07
Technologies, L,L,C .
GAF- 112-02-01
ASTM D226 Type II
03/15/06
GAF-238-02-01
ASTM D1970
03/03/10
GAF-323-02-01
ASTM D1970
11/30/11
GAF-324-02-01
ASTM D1970
11/30/11
GAF-325-02-01
ASTM D1970
11/30/11
G-326-02-01
ASTM D1970
11/30/11
Cr-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
ELK-311-02-01
ASTM D1970
09/11/07
G 6-02-01
ASTM D226 Type I
09/2 /13
%-518-02--01
ASTM D226 Type II
06/04/14
GAF-818-02-01
ASTM D4533
12/06/17
GAF-829-02-01
ASTM D226 Type II
01/15/18
GAF-314-02-01
ASTM D2178
07/ 1/11
GAF-315-02-01
ASTM D2178
07/21/11
GAF-8 6-0 -01
ASTM D226 Type II/A33
07/12//18
GAF-847-02-01
ASTM D226 Type IFASTM D4533
06/05/18
GAF-914-02-01
ASTM D226 Type II/ASTM D4533
04/1.1/19
376T0012
ASTM D226 Type II
07/16/19
376T0018
ASTM D226 Type II
0 /01/19
376T0032
ATM D1970
10/22/19
376T0054
ASTM D226
02/19/20
Trinity-F D
C1-SC:13285.17-1
ASTM D1970
03/08/17
GAF-SC;13285.17-3
ASTM D1970
03/08/17
GAF-SC13285.17-
ASTM D1970
03/08/17
GAF-SC13285.17-2
ASTM D4601 Type II
03/08/17
G-SC;9700.0.15-RI
ASTM D217802/08/17
C1-SC12915.09.17
ASTM I31970
12/11/17
Cx-SC:12915.09.17
ASTM D6163
12/11/17
GAF-SC12915.09.17
ASTM D7530
12/11/17
NFMO ETC, LRL,C
4S-GAF-1-001.01.19-1
ASTM D2175 Type IV
01/ 2/19
4S-G -15- 1.01.19-1
ASTM 132178 Type VI
01/02/19
OA. ..: 19-0917.02
Expiration Date: 02/22/23
Approval Date: 10/1 /20
Page 4 of 8
Deck Type 1: Wood, non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Membrane mechanically fastened to deck.
Separator Sheet: One or more plies of GAF GAFG,AS Ply 4, GAFGLASII FlexPly'" 6, Rosin Paper, AS TM D
226 Type I or Type 11, Shingle -Mate' Roof Deck Protection, Deck-Arinol"m Premium Breathable
Roof Deck Protection, FeltBuster* High -Traction Synthetic Roofing Felt, or Tiger Pawm
Premium Roof Deck Protection loose laid.
Membrane: One or more plies of WeatherWatcO Mineral Surfaced Leak Barrier, StorniGuareFilin
Surfaced Leak Barrier, Libertym SA Glass Cap Sheet, or Liberty�" 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.- 19-0917.02
N f U"bWt_t_Q7U7Njr:fR Expiration Date: 02/22/23
M-0 1
NOMM" Approval Date: 10/15/20
Page 5 of 8
Deck Type 1® 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 AS TM D 226 Type I or Shingle -Mate* Roof Deck Protection OR one or more plies
of ASTM D 226 Type 11, Deck-ArmorT* Prurn Breathable Roof Deck Protection, FeltBuster*
High -Traction Synthetic Roofing Felt, or Tiger PawPremium 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" oc. 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
se 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 in 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, State, and Asphalt Shingle assemblies.
NOA No.: 19-091.7.02
Expiration Date: 02/22/23
Approval Date: 10/15/20
Page 6 of 8
LimiTATioNs:
1s Fire classification is not part of this acceptance.
10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
NOA Noe:19-0917.02
IApprExpiration Date: 02/22/23
+
oval hated 10/1 /20
Page 7 of 8
RIRM��
11. Flash vent pipes, stacks, chinmeys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
12. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 6 1 G20-3 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
and 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.
NOA19-0917.02
197 C-IXWMTY Expiration Date: 02/22/23
I�LUAMUM Approval Date: 10/15/20
Page 8 of 8