HomeMy WebLinkAbout21-2558Address: 3181 Kresterbrooke Ln
ZEPHYRHILLS, FL 33540
I Phone: (860) 262-4752
INSTALLATION 7 X 12 SHED
Building Permit Fee
City of Zephyrhills
2,
5335 Eighth Street
Zephyrhills, FL 33542 BGR-002558-2021
Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/31/2021
Building Valuation: $4,444.89
Electrical Valuation: $1 .00
Mechanical Valuation: $1.00
Plumbing Valuation: $1 .00
Total Valuation: $4,447.89
Total Fees: $97.50
Amount Paid: $97.50
Date Paid: 8/31/2021 12:09:30PM
$65.00 Building Plan Review Fee
3181 Kresterbrooke Lane
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entities such as water nagernent, st e agencies or deral agencies.
II! ! INIFIR 111011 Iff !1! 1 Jill
$32.50
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.
P/ 1"I
V I/
CONTRACTOR SIGNATURE
M i W,
1010na
PEfIT OFFICE()
a 0 - -11-11 4:1*0061�iIM
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813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department'
Date Received fi 1(813 ) 657 -
- 091
Phone Contact for Permitting __6091
Owner's Name [Hiram Nazario Owner Phone Number �860-262-4752
Owner's Address 13181 Kresterbrooke lane Owner Phone Number
Fee Simple Titleholder Name I I Owner Phone Number
Fee Simple Titleholder Address I
JOB ADDRESS 3181 Kresterbrooke lane Zephurhills,Fl 33540 LOT # 120
SUBDIVISION Hidden River PARCEL ID#124-26-21-0100-00000-1200
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDALT SIGN Q DEMOLISH
M INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION O BLOCK E] FRAME STEEL
DESCRIPTION OF WORK Install a TX1 2' Storage Shed
BUILDING SIZE _ GE [jj= HEIGHT
VXALA 'X-1 lux-JUXA-V -4- k - At VIE C JuXt VAA_Vtx_1U VVVIL AAA VVA_VX`_1VVV'r4A W1
ILDING $ VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING
=MECHANICAL
=GAS Q ROOFING =
A
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
# * A444444-
BUILDER Tom Saurey COMPANY ITUFF SHED, INC
SIGNATURE REGISTERED L_X_LN _J FEE CURREN
Address 1512 Jefton St Tampa FL 33619 License #FCBC1253645
n���
ELECTRICIAN COMPANY 01ARFliN
SIGNATURE REGISTERED Y/N FEE
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED t _y LIN _J FEE CURREN Y/N
Address License#
MECHANICALC COMPANY I
SIGNATURE REGISTERED Y/N FEE CURREN
Address E: I License #
OTHER COMPANY
SIGNATURE REGISTERED N _Lj FEE CURREN Y/N
Address E: 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, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I 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 & I 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.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, 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)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
INSTRk20211405430R BK10386PG1302 Page 1 of 1
07/0612021 10:44 AM Rcpt: 2322540 Reo: 10.00 DS: 0.00 IT: 0,00
Nikki Alvarez•5owles, Esq., Pasco County Clerk & Comptroller
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813-780-0020 City of Zephyrhills'Permit Application F
Building Departmem' .............
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 contractor(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 property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES 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 713, Florida Statutes, as amended): 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 —Homeowners 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 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 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 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.
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
1:711 111,IE
.03)
OWNER OR AGENT CONTRACTOR
Subscribed and savor to (or affirmed) before me this ubscribed and s n to (or affirmed) before U-e tlisby t -
w w
by
Who is/are personally known to me or has/have produced Who is/are personal In.to me r has/have produced
as identification. as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
Notary Public
Com
mission No No.
Name of Notary typed, panted or stamped
r17III I
Notary, Public State of Florida
Ashley Ziegengeist
My Commission GG 264819
Expires 10103/2022
UNINHABITED4
'•i! TR700, '""'
NOTES:
1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES
(HVHZ)
2. DESIGN LOADING:
WIND SPEED: Vult = 155
Vasd = 120
EXPOSURE. C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 18/-29 PSF (ZONE 1)
WIND PRESSURE (pst} (ASD VALUES) 18/-50 PSF (ZONE 2)
(BASED ON 10 SQ FT) 18/-74 PSF (ZONE 3)
WALL: 31/-34 PSF (ZONE 4)
31/-42 PSF (ZONE 5)
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
- 16d a@ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
SR600 - 5'-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' js"
6-1%"
8'
4/12
5'-8Y4'
7'-9'Y6'
7'-1%6°
10,
4/12
5-8Y4'
8'-19/6"
7'-3&"
12'
4/12
5-8Y4"
8'-5Y2'
T-5"
6'
4/12
6'-8Y4°'
8'-5'ylrll
7'-11, -
8'
4/12
6'-8Y4"
8'-91Y6
8'-1ys
10'
4/12
6'-8Y4°'
91-1%s"
8'-3Y6"
12'
4/12
6-84"
9'-5Y2'
8'-5"
• .-
'3 , 4 11lCustomer:
mt- 'w. ; , Site Address:
UFF SHED, MFG. FACILITIES!
i s
•' ! 4 •
#
SMARTSIDE
• SR600, TR700, AND PR
#
SMARTSIDE
• SR600, TR700, AND PR
SIDEWALL NAILING (MIN. 2'-0" RETURN
EACH END)
SMARTSIDE NAILING
112 Lm#
: • I ilk .I:lIRwro%]Im##JLos
#
-s9-0
iISIDING (PANEL)BUILDINGLP
'SIDING (LAP)
111112-11mam. 3vf
[SIDING
NPACT SLIDING WINDOW
ECO IMPACT SLIDER
TUFF SHED DOLIBLE DOOR
1TUFF SHED, INC.
NITUFF
SHED, INC
TUFF SHED, INC.
SHED, INC.
STEEL DOOR
#
' as►�.nL 6
�� 4 •
###' #
#
• ra l•;
I FULL LITE DOOR
#
Idly il�Ili�r�i�■itii
!FLOOD
a ' PRODUCT, INC
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AF COBRA RIDGE RUNNER
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a!IM+'ACT a ; # # O i' a INI OVERHEAD
a.
# # DOOR CORPGARAGE
l
ASPHALT SHINGLES
una
SIDING
TABLE
NAILING
{ • i ali .# PANEL iri. #.. WITH FOIL BACKER.
YY
2. MINIMUM #ROTURN # lI O� EACH WALL.
3, NO SINGLE OPENING GREATER a.'
# 6'-9'LENGTH BUILDINGS ARE BASED 3-SIDED DIAPHRAGM. ;# WALL
OPPOSITE
ii# :
THE OPENING MUST BE a i # # DIAPHRAGM CASES. # WALL
OPENINGTHE DOES # HAVE a MIN.
RETURN
i ON EACH
SIDE
# OPENING.
5. USE COMMON OR GALVANIZED BOX NAILS.
. ON BUILDINGS 6'X 1 UTHE TDOOR IN THE END WALL WILL NEED TO BE •. WILL
B a. ZPANEL
ON
ONE SIDE AND a VPANEL
ON OTHER #.: OF DOOR.
7. # # REQUIRE a # r# # # a # 6 # ON BUILDING OF +
6'XlO'WITH TOF OPENING ON END WALL WITH 2'OF SHEAR (SEE NOTE 6)
8'XI 8'-24'WITH TOF OPENING ON END WALL WITH 5'OF SHEAR
a-22'WITH 4'OF OPENING ON # WALL
4'OF SHEAR
10'X18'-24'WITH 4'OF OPENING ON END WALL WITH 6'OF SHEAR
60F OPENING ON D WALL WITH 4'OF SHEAR
i # OPENING #WALL WITH i #. SHEAR
12'X16-24'WITH 8'OF OPENING ON END WALL WITH 4'OF SHEAR
8, NO OPENINGS ARE ALLOWED ON THE END WALLS OF 6'WIDE BUILDINGS LONGER THAN 16'. THE
ENDWALL OF 6'WIDE X 10'-16'LONG BUILDINGS MAY HAVE A SINGLE ZOPENING CENTERED ON THE
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DRAWING NO.
FL-PR-SR-TR-01 = No, 7683S
REV. LEVEL 01 Q
SHEET E of
N
PAGE 1 OF 4 °°°°°%t%Jt/°111111MOW �����7/22/21
m
0BUILDING SECTION
JSCALE. N.T.S.
': NA : - ,,
WIWI
BASE PLATE
WINDOWFOR OPENINGS UP TO
WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE NT,S
UFF FACILITIES
i�
• s x
j' s' x
WALL FRAMING
SPF #2 OR BETTER
• 16.,
IF BUILDING IS LOCATED
IN A FLOOD ZONE
FLOOD VENTS AND PRESSURE
ONE SQ INCH VENT
FOR EVERY ONE FT
OF r
!• 1
- j 1i -� 'R
i' '
#' • s
• -
#' • #
ING STUD
i i
ASE PLATE
O. OPENINGS TO t
## HEADER DETAIL
FOR WALLS
_U13
Building SIZe:WIDTH- LEFiGTH- HEIGHT -SQ FT AREA IDate:
Scale: N.T.S.
SIMPSON H2.5A PL
INSIDE AT EACH I
l yfijanCf7 7
TRUSS TO WALL
CONNECTION DETAIL
SCALE: NJ S
REFER TO THE i' DETAIL FOR
THE DOOR
HEADER DETAIL
WALLSEND
nzi
DEPARTMENTTUFF SHED, INC, i
ENGINEERING
' r r
SEE PROJECT NOTES FOR MATERIALS
ROOF UNDERLAYMENT
NAIL TO INTERMEDIATE FRAMING
PER FBC 1507.1.1.1(3).
4W'x%6' ROOF MEMBERS - REFERENCE NAILING
MINIMUM 3%" STRIP OF
SHEATHING SCHEDULE, SHEET 1
SELF ADHERING FLEXIBLE
FLASHING TAPE COMPLYING
DIAPHRAGM
WITH AAMA 711, LEVEL 3,
BOUNDARY
INSTALLED IN ACCORDANCE
TO MANUFACTURER'S
TRIM
INSTRUCTIONS FOR THE
DECK MATERIAL
PANEL EDGE IS NOT
SUPPORTED BY BLOCKING -
DRIP EDGE UNLESS NOTED
FL-PR-SR-TR-01
UILDING SECTIONS
HEADER FRAMING DETAILS REV. LEVEL 01
FBC, 7th EDITION (2020) SHEET
155C
PAGE 2 OF 4
REFERENCE NAILING `- RAFTERS ND/ SIDING
SCHEDULE/S2 OR�TRU ES
N.7 35
a Q�
0 �l0 °.° .ATE OF
tt� � 7/22/21
#
9124 in IIIi'Mel ■
t + •
mgbwmmt f !;
OPTIONAL
L BASE
-V
TRIM
SIDING
2X4X2`
BLOCK
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
z_
Y8" O x 4" CARRIAGE BOLT
AND LOCKNUT
CORNER STUD
1. STEEL i FOUNDATION
60O 6 GAUGE TRACKS.0 ZINC COATED
60OS1 37-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
si# # ,'.
2, Y4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. t s PANEL LAYOU
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING
.8 x 1%" ZINC PLATED SCREWSt
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
4, FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOIST
OR TRACKS. GALVANIZED
SCREWS. REFERENCE SPACING CHART.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED.
PSF FOR JOISTS ON BLOCK
f ! 1
UNDER6, USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BLOCKS UNDER JOISTS SPACED @ &-G" O.C, MAXIMUM.
BLOCKS _ f SPACED @ 4'-U'O.C. MAXIMUM,
• PART NUMBERS:
OT3644GPMP- %" X 36" (36" IMBED) GALVANIZED AUGER
OT17S - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-OR-
OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
SHED/
STUD
Lu
BASE
n
U)
® /—STUD
{ END WALL
i'
6ANCHORS
SIDING!_ PROVIDE
CORNER OF s
TRIM !. PROVIDE Y
CORNERS
CENTERTHE OF
f #:
ANCHOR BRACKET
TO BE FLUSH WITH
EDGE OF
TRIM
OPTIONAL AUGER ANCHOR DETAIL
SCALE N.T,S,
!
SHED,
UFF
LENGTH — HEIGHT — SQ. FT.
4■ # ..
SIDING
TRIM
CARRIAGE
BOLT (GRADE 2)
OT1 7STTB
#'
SIMPSON TITEN HD BOLT,
GALVANIZED, WASHER
EMBEDMENT# •
DISTANCEMIN. EDGE ■
ANCHOR SPACING: RE: TITEN
ANCHORHD BOLTS TABLE,
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD
ffiwnA*�jw0lmKrjmjl
i#i SHED FOUNDATION
TREATED " 'JOISTS
• #2 PRESSURE TREATED SPF JOISTS• O.C.
FLOOR is PANEL SPAN.N
BLOCKING# i ALL EDGESON •#'
JOISTS.Y . PANEL LAYOUTPER .::'x. CONDITION 1.
RiNAIL PLYWOODTO JOISTS AND RIM JOISTS:
is COMMON SPACED
PLATEFIELD: 8d COMMON SPACED @ 12" O.C.
4. FASTEN SOLE _ #FLOOR DECKING INTO
JOISTSOR RIM JOISTS0 COMMON '. i •
ALLOWABLE5. ##' LIVE LOAD:PSF
• USE OPTIONAL CiNCRETE BLOCKS AS REQUIRED TO
SUGGESTEDLEVEL BUILDING:
• • OR
BLOCKSBLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
iER RIM JOISTS SPACED s• 1 i
.C. MAXIMUM.
OPTIONAL
(�) SCALE N T S
OIfi SHEDBASE DETAIL
%" NYLON
LOCK NUT
Z rBASEPLATE
FLOOR PLY
a-
Bol 0
�� II STEEL SHED
BASE
i CONCRETE
■ t
OPTIONAL SIDEWALL BRACKET
is y DETAIL
155C
t��T#141�/F��>fi1
IIIIIIII 11
*a i
•
#
1 ! i
f •
ENGTH
0 835
Zz
jSTATE OF
/�// / /ONA sit ��\�a 7/22/21
M
� 1
U 7 FINISH
MIS GRADE
c� 3° CLR.
TYP
i
b
BOLT &
i PLAT
CONCRETE FLOOR
-- G `.
a .
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, f° = 2500 PSI.
5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.
6. SEISMIC DESIGN CATEGORY: A
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
Y" 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 6' OC.
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED AS
A 3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
0 �' /
OPTIONAL CONCRETE FOUNDATION DETAIL
SCALE N T.S
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
8524 EAST COLONIAL DRIVE
ORLANDO, FL 32817
(888) 788-TUFF
STORE 520
W
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DESIGN LOADS:
y
TOP CHORD LIVE LOAD =
PSF MAXIMUM DEFLECTION (12 FT. SPAN)
TOP CHORD DEAD LOAD 10 •VERT i •
COLLAR TIE DEAD LOAD 5 PSF VERT TL: 1
NOTES:
FBC, 7th EDITION (2020)
ANSIITPI 1-2014
TRUSSES TO BE SPACED a@ 24" OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
• . # Isk
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NOTE:
TRUSS MAY BE USED ON
ri #iQzrM&5ft*j7UW
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4 REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -250 LBS.
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PAGE 4 OF 4
i
i
RECORD SURVEY (FINAL)
LOT 120
HIDDEN RIVER PHASE ONE Z
PASCO COUNTY, FLORIDA,
LOT 104
HIDDEN RNER PHASE ONE A
(RAT mw 74, PACES 101-121)
llv�s
LOT 103
HIDDEN RIVER PHASE ONE A
MAT NOR 14, RAMS lot-121)
m
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SEC 24 , TWP _26S, RNG .21E.
MOM BOUNDARY OF SMECT PLAT OEM S W043' E
NTHIS "VEY IS SIAKCT TO ANY FACTS THAT
MAY BE DISCLOSED BY A PJU AND ACCURATE
DYLE SEARCH. ALSO SU"CT TO SETBACK&
EASEMENTS AND RESTRICTIONSS OF RECORD.
UNOERCROUNO FOOTER, STEM WALL. AND
UNO"Ot#* IJTVVCS ARE NOT LOCATED OR
SHOWN.,
00 NOT SCALE THIS PRINT, DIMENSIONS AND
NOTES TARE PREFERENCE,
DESCRIPTION NOT CONTAINING PLAT BOOK AND
PACE INDICATES THAT PLAT tS IN
PRELIMINARY STAGE AND IS SV04ECT TO
CHANGE AND/OR REM$".
CERTAIN DATA SHOWN HEREON BASED ON
EWMEERINO PLANS PROVIDED, BY CLIENT.
SIRLICTLIRE TIES SHMN HEREON DENOTES
MEASUREMENT FROM FORM 9BARDS/rOONDATION
TO PROPERTY LINE.
PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL
AV AL DIMENSIONAL DATA TO $I" C I.W=C.'ROVEMENIS,
10' DRAKWE/UTUTY EASEMENT
• 5' DRAKWE CMIEMEN7
LOT 121 .
PLAT
$DUN Y
71
nR lo'
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771
MASOOVRY
&
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#3181
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78-1 �V,*f,.".'_.
.
TREE LEGEND: SOLINDARY
0 $'m
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0 mAc"Dw
LOT 119
JOHN R. BEACH &ASSOCIATES, ll?�C�_
tSURVEYORS AND MAPPERS W Oil WEST ST. PEURMM DRIVE
ONE OLOSMA% FLORIDA 34677
WAY (813) 054-1270 FAX, (813) 553-8370
X��
J's
ONZIF
co
LEGEND,
E-MO - ENSTING GRADE
LOWEST FLOOR ELEVATIONS:
LIVING AREA,- 72,74'
GARAGE AREA: 72,28'
ELEVATIONS REFERENCED TO
NATIONAL GEODETIC VERTICAL
DATUM OF 1929. MEAN SEA
LEVEL- 00.00 FT.
Tl PITIN :Wlmr* WlArgri
Base Details
Building Size & Style
SR-600 - 7' wide by 12' long
Paint Selection
Base: Maison De Campagne, Trim
Delicate White
Roof Selection
Hickory Dimensional Premium
Shingle
Drip Edge
White
Wall A
rip=
Options Details
High Wind
High Wind - Home Depot
Doors
4'x 6'Single Shed Door, Left Hinge
Placement
Windows
2'x2' Insulated Horizontal Sliding
Window
Walls
225 Sci Ft House Wrap
Floor and Foundation
84 Scl Ft 3/4" Treated Floor Decking
Upgrade
4 Ea Shed Anchor to Concrete - A24 &
Wedge Anchor
Interior
7 Lin Ft 24" Workbench
17 Sci Ft Pegboard
Pegboard Hooks (pkg)
7 Lin Ft Shelving - 12" deep
98 Sci Ft Interior Finishing - No Groove
Siding - Ceiling
Hirgirn Nazario
3181 kresterbrooke In.
Zephyrhills FL 33539
Q3748603-3741333
MT., I
Jobsite/lInstaller 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
The building location must be level to properly install the
building. How level is the install location?
Within 4" of level
Will there be 18" of unobstructed workspace around the
perimeter of all four walls?
Yes
Can the installers park their pickup truck & trailer within
approximately 200' of your installation site?
Yes
Substrate Shed will be installed on?
Anchored to Concrete with Shed Floor
DocuSign Envelope ID: 70BA09A6-264D-4A05-90D6-927AF40C1048
MNO am= It"
.ITUFK unaff
225 Sq Ft Interior Finishing - No Groove
Siding - Walls and Gables
Vents
16"x8" Wall Vent - White
Workbench And Pegboard And Shelf
Locations
Workbench on Side C at 39".
Shelf on Side C at 20".
Half Wall Pegboard on Side C at 39".
(—DocuSigned by:
Signature: Date: 6Z212021
'--EWRC71314440
3181 kresterbrooke'ln.
Zephyrhilis FL 33539
Q3748603-3741333
�val Menu > &+ or gollcat
QM arch a AQW10Uon d > Application Uetall
Fie *
F122202-114
Application Type
ion
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer
Tuff Shed, Inc.
Address/Phone/Email
1777 South Harrison Street
Suite 600
Denver, CO 80210
(303) 474-5567
bgrimes@tulfshed.com
Authorized Signature
Tom Saurey
bgrimes*tuffshed,com
Technical Representative Patrick Kessler
Address/Phone/Emali 1777 S Harrison Street
Denver, CO 80210
(303)753-8833 Ext5617
pkessler@tuffshed,com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or tasting
Certification Agency Window and Door Manufacturer Association
Validated By Window and Door Manufacturers Association
Referenced Standard and Year (of Standard)
ASTM E330 2014
TAS 202 1994
Equivalence of Product Standards
Certified By
% affirm 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
httpsJlfloridabuilding,orgtpr/pr app_dti,aspx?param=wGEVXQwtDquYPIHVa8bgMUX3gCszgVbgJZB°,62bUB%2ikWb4jUUgGvGEUFQ%3d%3d 1/3
Florida Building Code Online
Product Approval Method
Method 1 Option A
DateSubmitted01/21/2021
Date Validated
01/21/2021
Date Pending FBC Approval
Date Approved
01/26/2021
Sum of P oats
FL #
Model, Number or Name
Description
202.1 Side -hinged Wood Shed Door Side -hinged Wood Shed Door (Outswing - Double Door)
(Outswing - Double Door) Maximum Size 80.25" wide by 84" high
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FI 220 R4 C CSC 55+ Ct
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant. N/A 06/14/2028
Design Pressure: +42/-42 Installation Instructions
Other: Structural only L22 2 R4 II a L- {Double r)
Verified By: Window and Door Manufacturer Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
22202.2
Side -hinged Wood Shed Door
(Outswing Double Door) HVHZ
Side -hinged Wood Shed Door (Outswing - Double Door) HVHZ
Maximum Size 80,25" wide by 84" high
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impart Resistant: N/A
06/14/2028
Design Pressure: +54/-54
Installation instructions
Other: Structural only
2202 R4 II AP-t-PGEN•03 t r - Zl.odf
Verified By: Window and Door Manufacturer Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
22202,3 Side -hinged Wood Shed Door Side -hinged Wood Shed Door (Outswing - Single Door)
(Outswing Single Door) Maximum Size 56" wide by 83.7S" high
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes E 2202 U C CAC 1&A56CGL,odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 06/14/2028
Design Pressure: +42/-42 Installation Instructions
Other: Structural only 22b2 R4 II AP-FL-PGEN-02 f g)g�Qoorl.odf
Verified By: Window and Door Manufacturer Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
22202.4 Side -hinged Wood Shed Door
(Outswing Single Door) HVHZ
Limits of Use
Approved for use in HVHZ; Yes
Approved for use outside HVHZ: Yes
impact Resistant: N/A
Design Pressure: +54/-54
Other: Structural only
Side -hinged Wood Shed Door (Outswing - Single Door) HVHZ
Maximum Size 56" wide by 83.75" high
Certification Agency Certificate
Ix 0' �� C-n T • 6 + �etd*
Quality Assurance Contract Expiration Date
06/14/2028
Installation Instructions
R4 TI Air-� - N-02 t��nafe r- HVHZ3.Ddf
Verified By: Window and Door Manufacturer Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
sack Heat
Contact US :: ? 0 T Iiaha� e^ F 9 Phon gsa 487-1824
The State of Florida is an AAIEEO employer. fgpp) �o07-2Ui tare of Florida.:: psi$temgn :;
nt+�slbilit�+ Statam�lt ,: g�'nd Sta nt
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic
mats to this ontitYel = coOctobe �h2do 2 �icenseas ilcer unnder Chapter 455 Fs must pro dte the pleasecontact
with an emall addres*pursuant they have oine4The2amails
Florida Statutes,record. Ir
provide the apepartment wit hanaemail address whwch canebe made available o the puWle Ta determna if you are a licednsee under Chapter 455,, FPS., Please click nal 1201
teas:
Product Approval Accepts:
I
PHRM-M& ASSEMBLY WITH HINGES To WALL PANEL ASSEMBLY
WITH ITEM 19 (#8 X 2-1/4- SO DRIVE WOOD SCREWS) AT LOCATIONS SHOWK (4)
SCREWS PER HINGE.
2. ATTACH ITEM Q DRle (STRIKE PLATE) TO ITEM 18 (TRIMMER STUD) WITH (2) rTEM 19 08
X 2-114- SIVE WOOD SCREWS) AT LOCATION SHOWN-
oumn-Mum I
PO #
I
Drawn By, PK
DRAWINGS BY:
TUFF SHED, INC...
ss-
ss-
ON DOORWIDTH
6"APAENGINEERED WOM PAN
VENDOR. *APA APPROVED"
DOORTR
VENDOR. LOUISIANA PACIFIC
rqjl
wim=
�Ell
(� STEEL DOOR CHANNEL
VENDOR: QUAIL RUN
(3 112) --j
(1112) I.-�i 1/2)
7/ir OSS
SPACER
mmum
THESEOPAWNG AND THE
DESIGN ARE THE=Wry
OF THESE
DRA IN .ARE FDRA
WILAND=T.0,8nE;n
AW OTHER USE IS v*eftek "I
FORBIDDEN By TUFF SHED
lmciiEigm
RECORM
VARIES BASED ON DOOR WIDTH
10111-1 It �.c IVAA
4'(4068) DOOR ASSEMBLY
AND INSTALLATION
COMPONENT DETAILS
AP.FL-PGEN-02
M-1
1/14/2021 Florida Building Code Online
n'
BPS Home Laq in User Registration Hot 1bplcs Submit Surcharge Shots fiacts Publications Contact Us SCIS Site Map Unks Search
dProduct Approval t*r GO USER: Public User
> Eaidva,9LARRftQ=jJWa;h > AR2ftGlalMW > Application Detail
0,
FL9190-R9
0
K
Fl.
'9
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer
LP Building Solutions
Address/Phone/Emall
414 Union Street - Bank of America Plaza
Suite 2000
Nashville, TN 37219
(352) 425-7457
cw.macomber@lpcorp.com
Authorized Signature
CW Macomber
cw.macomberOlpcorp.com
Technical Representative CW Macomber
Address/Phone/Email 5712 SW 40th Place
Ocalo, Fl. 34474
(352) 425-7457
cw.macomber0lpcorp.com
Quality Assurance Representative CW Macomber
Address/PhonejEmall 5712 SW 40th Place
Ocala, FL 34474
(352) 425-7457
cw.macomber@lpcotp.com
Category Panel Walls lrig
Subcategory CSid
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
AP - Engineered Wood Association
P
Quality Assurance Contract Expiration Date
C =1�31/2�3 �2�'0.30
Validated By
a u ner, P.E. 0 CHUCK Engineering
a U
Validation 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
https:liflojidabugdin,g.orp/prlprapp_dd.aspx?par,am=wGE\/XQwtDquJPW%2b4UtPILM%2fVA7W4rtSE%2bkuUji%2bLiqYQ%3d
im
1/14/2021
Florida Building Code Online
1609.1
1616.3.1
1626.1
2304.6
Product Approval Method Method 2 Option B
Date Submitted
10/22/2020
Date Validated
10/22/2020
Date Pending FBC Approval
11/03/2020
Date Approved
12/15/2020
Summary of Products
FL #
Model, Number or (dame
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
�L9i 0 R9 II Vertical Siding - pdf
Verified By: APA - The Engineered Wood Association
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Refer to Evaluation Report. Product is not Impact
FL2 R9 Al Evaluation Re tp $Wl_no 9190-R9-
2DMPdt
resistant. In HVHZ, must be used in conjunction with approved
Impact resistant product except for uninhabitable structures
Created by Independent Third Party: Yes
such as sheds.
9190,2
LP SmartSide Cedar Shake Lap
I -Siding —
Cedar Shake 76 Series Lap Siding
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL9120 R9 II Cedar 7 ak . tag Fastener Tate MASTER
2:2Q,Rdf
Verified By: APA - The Engineered Wood Association
Approved for use outside HVHZ: Yes
Impact Resistant: No
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
FIQ19Q R9 AF Eport ofyE
211204iff
Impact resistant resistant product except for uninhabitable structures
such as sheds:
Created by Independent Third Party: Yes
9190.3
LP SmartSide Strand Substrate Lap
38 and 76 Series Primed Lap Siding, 38,76,190 Series Primed
and Panel Siding
Panel Siding including SllverTech & SmartFinish.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
E 19 R II Lap-a
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
FL91 0 R9 AE Evaluation Re(1oil gt Li' St51Ii1g
2o2o.Rdf
resistant. In In HVHZ, must be used in conjunction with approved
Impact resistant product except for uninhabitable structures
Created by Independent Third Party: Yes
such as sheds.
M
�Q}�@IalLStona nad. Ir�11;t F
The state of Florida Is an AA/EEO employer..ggydgi„,�p,QZ-'�,Q}, to a of Florida :; P
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850,487.1395, *Pursuant to Section 455.275(1),
Florida statutes,. elective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis
provided may be used for of lal communication with the licensee. However email addresses arepublicrecord. If you do not wish to supply personal address, please.
provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S, please click hS .
Product Approval Accepts:
" G�4�".a'S:.
https:llftoridabuilding.orglprlpr app d8.aspx?param=wGEVXQwtDquJPW%2b4UtPILM%2fVA7w4rtSE%2bkuUji%2bUgYQ%3d 20
Do Kim & AsBocilATE:s, LLC
Florida Board of Engineers Certificate of Authorization No. 26887
Date: October 9, 2020
Florida Product Approval: #FL 9190-R9
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, P.E. for LP Building
Solutions is based on Florida Department of Business and Professional Regulation Rule 61 G20-3 Method
(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, P.E. do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
of the product named herein. This product has been evaluated for use in locations adhering to the Florida
Building Code 7th Edition (FBC).
Dy Digitally signed
o by Do Y Kim
Date:2020.10.09
Kim 15:24.20 -04'00'
P.O. Box 10039 813.857.9955
Tampa, FL 33679 Sheet 1 of 4
00 KIM & ASSOCIATES19 LLC
=ONSULTING STRUCTURAL ENGINMEW)
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-1301, ICC Evaluation Service, LLC, ICC-ES, 800-423-
6587, 562-699-0543, MMy.icc-es.org and APA Product Report, APA-The Engineered
Wood Association, Tacoma, WA, Reissued April 2020.
d. LP Building Solutions Technical Note No.0 14, Installing LP Smartside Trim and Lap
Siding on Concrete or Masonry Walls over Furring Strips.
e. 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)
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. 79294.01-401-18 (12/03/07)
1. TAS 202-94, Criteria for Testing Impact and Non -Impact 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 -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-1301 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 Evaluation Report ESR-1301 shall be the
minimum design pressures as determined in accordance to the FBC 71 Edition
(FBQ-
P.O. Box 10039 813.857.9955
Tampa, FL 33679 Sheet 2 of 4
Do Kim & A13sociATEsy LLC
r1ritymu uvm Wr—UmTu v4i-7- tkanNE-E-RD
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
ii. Section 1609.1 Applications
iii. Section 1616.3.1 HVHZ Allowable 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 6 IG20-3.
P.O. Box 10039 813.857.9955
Tampa, FL 33679 Sheet 3 of 4
Limitations and Condition of Use
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 C) category for flame spread. Where otherwise specified, fire-resistant
construction shall be in accordance with the recommendations in APA Product Guide: Fire -Rated
Systems, Form W305.
& 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/I 80 in HVHZ per Chapter 16 Section 1616.3.1 deflection limits.
7. All supporting host structures 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.O. Box 10039 813.857.9955
TaniM FL 33679 Sheet 4 of 4
1/1512021 Florida Building Code Online
acts Home Log in I User Registration Hot Topics i Submit Surcharge Stats & facts Publications Contact Us SCIS Site Map Links search
Approval 0
rProduct
USER* Public User.
>
> AVftj9n_= > Application Detail
FL #
FL10124-P28
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email I Campus Drive
Parisppany, NJ 07054
(800) 766-3411
mstleh@gaf.com
Authorized Signature Robert Nleminen
lrelth@nemoetc.com
Technical Representative William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany, NJ 07054
(800) 766-3411
TechnlcalQuestlonsGAF@gaCcorn
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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 Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 12/16/2022
Validated By John W, Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
5101119111:3[
YA"
ASTM D1970
2015
ASTM D3161
2016
ASTM D3462
2010
ASTM D7158
2019
TAS 107
2020
https:ilfloridabuilding.orgiprlpr_appjtl.aspx?param=wGEVXQwtDquracBeVCbdMONZD6Zesy3BoOyLwXhMdCmqLcvSJOMCsg%3d%3d 1/2
1
1/15/2021
Sections from the Code
Product Approval Method Method I Option D
Date Submitted
09/21/2020
Date Validated
09/26/2020
Date Pending FBC Approval
10/02/2020
Date Approved
12/15/2020
Date Revised
12/21/2020
Summary of Products
FL #
Model, Number or Name
Description
10124.1
GAF Asphalt Roof Shingles
Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge
asphalt shingles
Limits of Use
Approved for use In HVHZ. No
Approved for use outside HVHZ: Yes
impact Resistant., N/A
Design Pressure: N/A
other: Refer to ER, Section 5.
Installation Instructions
R28 11 2020_09_21— FINAL ER GAF &MMUT
_FLI0U4
alljNQLEa_fL10124-RRjpdf
Verified By: Robert Nleminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
I1ZM EhQatLjaQ-_4AZ-.jW
The State of Florida Is an AA/EED employer.
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic
mall to this entity, Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850,487.1395. -Pursuant to Section 455.275(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 a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accept=
WNW19RE
Credit Card
safe
min=
https:llfloridabuilding.org/prlpr�-appjtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCmqLcvSJOMCsg%3d%3d 2/2
Xr=
N_--Detc,
Certificate of Authorization #32455
953Christian Street, Unit #13
Oxford, CTO6478
(203)252'9245
TEST CONSULT
ib
301
GAF Evaluation Report 01506.01.08-R30
1 Campus Drive FL10124-R28
Parsippany, NJ 07054 Date of Issuance: 01/03/2008
SCOPE:
This Evaluation Report is issued under Rule 61G2U'3and 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 PmEdition (2U20) Florida Building Code sections noted herein.
Lxosums Labeling shall beinaccordance with the requirements ofthe Accredited Quality Assurance Agency noted
herein and FBC1507.2,7.1/N9U5.2.6.1
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 thepnuduct(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEK8o ETC LLC of any
changes to the pro6uct(m),the Quality Assurance or the production facility |ocation(p). NEW ETC, LLC requires m
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded bythe words ^NEyNDI etc. Evaluated" may be
displayed inadvertising 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 ofpages 1through 8.
Prepared by.
~'~~
The
- *��w�� authorized by o��
Rube�l��Ni�nimen,��E^ - - does not serve ="^
Florida Registration No.59166, Florida DCAxmE1983 electronically signed document.
CERTIFICATION ovINDEPENDENCE:
c. msIVIocTc uCdoes not have, nor does itintend tvacquire v,will uacquire, a financial interest |nany company manufacturing o,
distributing products itevaluates.
z NEW ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evm|v»us.
3. Robert m}emiven,p.c.does not have nor will acquire, afinancial interest many company manufacturing ordistributing products for
which the evaluation reports 'are being issued.
*. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product,
s. This isabuilding 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.
mzu1uwsmoETC, uc
ONEMOletc.
ROOFING SYSTEMS EVALUATION:
Product Category-, Roofing
Sub -Category; Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, asproduced byGAF, have demonstrated compliance with the
following sections of the 7t' Edition (2020) Florida Building Code through testing in accordance with the following
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions ofUse set forth
herein.
Section
Ergil
�t_andard
Year
Entibt
-Examination
Reference
Rate
Certificate of Authorization #32455
7" EDITION (2020) FOC NON-HVHZ EVALUATION
FL10124-RZ8
GAF Asphalt Roof Shingles
Revision 30:09/21/2020
���
Anvitt
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL, LLC. (TST 9628)
U L (TST 1740)
U L (TST 1740)
UL (TST 1740)
UL(TST 1740)
U L (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
U L (TST 1740)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, I.I.C. (TST 9628)
UL, LLC, (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
U L, LLC. (TST 9628)
U L, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, LLC: (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (TST9628)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (QUA 9625)
UL, I.I.C. (QUA 9625)
Examination
ASTM D3161
ASTM D3161, D3462
ASTM D3161, D7158, D3462
ASTM D3161
ASTM D3161, D3462
ASTM D3161, D3462
ASTM D3161, D3462
ASTM D3161, D7158, D3462
ASTM 03161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3462
ASTM D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158; D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3462
ASTM D3161, D7158, D3462
ASTM D3161
ASTM D3161
ASTM D3161
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161
ASTM D3161
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161
ASTM D3161, D7158, D3462
ASTM D3161
Quality Control
Quality Control
Reference
06CA61148
07CA31742
OBCA06100
4788698165
07CA55908
09CA10592
09CA06856
09NK06647
09CA27281
10CA35554
10CA13686
10CA07264
10CA11953
10NK11951
1ONK12070
08CA06100
10CA53934
11CA48924
11CA47919
11CA48408
11CA48725
IZCA34891
12CA58151
12CA38083
13CA32332
13CA37934
4786875675
4787434542
4788717529
4788669132
4788891098
4798932264
4789115488
4788959558
4786508528
4789132672
Service Confirmation
Florida BC1S
fONEW!Ojetc.
Crate
04/09/2007
11/08/2007
03/13/2008
03/24/2008
04/01/2008
03/26/2009
05/15/2009
08/01/2009
08/27/2009
03/05/2010
05/15/2010
05/27/2010
10/29/2010
10/30/2010
11/04/2010
01/30/2010
03/31/2011
10/22/2011
12/03/2011
12108/2011
12/09/2011
10/12/2012
02/15/2013
02/26/2013
06/18/2013
08/02/2013
07/17/2015
05/17/2016
09/09/2016
12/13/2018
02/14/2019
08/16/2019
09/16/2019
10/17/2019
11/01/2019
11/27/2019
10/18/2018
Current
MEMO ETC, LLC Evaluation Report 01506.01.08-1130
Certtfr'rate of Authorization #32455 7TM EDrrlON (2020) F0C NON-HVHZ EVALUATION FL10124-R28
GAF Asphalt Roof Shingles Revision 30: 09/21/2020
Page 3 of 8
ONEM10jetc.
TABLEi: ASPHALT -SHINGLE COMPONENTS
Type
Product
Description
Material
Standard
Plant(s)
color-CODrdinated starter strips for use with
Accessory
Starter
StarterMatch" Starter Strip
Shingles
Grand Canyon® and Grand Sequoia' series
asphalt shingles. StarterMatchO are installed
as the second starter for Grand Canyon' and
Grand Sequoia" series installations
ASTM D3462
CA-F
Strips
WeatherBlocker' Premium
Starter Strip Shingles (fka,
WeatherBlockerm Premium
starter strips for asphalt roof shingles
ASTM D3462
IN-MV
Eave/Rake Starter Strip Shingles
Marquis WeatherMaxO
IN-MV
Royal Sovereigns
AL, CA-F, FL, GA, IN -
MV, PA, TX-D
fiberglass reinforced 3-tab asphalt roof
shingles
ASTM D3462
Sentinel®
GA, IN-MV, TX -I)
Camelot® 11
IN-MV
Fortitude'
PA
Glenwood'""
IN-MV
Grand Canyon"
CA-F, IN-MV
Grand SequolaQ1
CA-F, IN-MV
Grand Sequoja4l IR
CA-F, IN-MV
Grand SequoiaQ1 ArmorShield®
CA-F
Grand Sequoia- AS
CA-F
Timberline" American Harvester
AL, CA-F, IN -MC, PA
TimbertineO AH
AL, CA-F, IN -MC, PA
Timberline" ArmorShIeld6 11
TX-E
Timberline® AS 11
TX-E
Timberline' Cool Series
CA-F
Asphalt
Shingles
fiberglass reinforced, laminated asphalt
roof shingles
ASTM D3462
TimberlineO CS
CA-F
TimberlineO HD
AL, CA-S, FL, IN -MC,
MD, MN, PA, TX-D, TX-
E
AL, CA-F, CA-S, FL, IN -
Timberline" HDZ-
MC, MD, PA, TX-D, TX-
E
TimberlineO Natural Shadow"
AL, CA-S, IN -MC, MD,
MN, PA, TX-D, TX-E
Timberline' NS
AL, CA-S, IN -MC, MD,
MN, PA, TX-D, TX-E
TimberlineO Ultra HD
AL, CA-S, IN -MC, PA,
TX-E
Timberline® UHD
AL, CA-S, IN -MC, PA,
TX-E
Woodland®
IN-MV
Slatellne-
fiberglass reinforced 5-tab asphalt roof
shingle
ASTM D3462
IN-MV
Seal -A -Ridge" ArmorShieldO
AL
Seal -A -Ridges AS
AL
Hip &
Ridge
Shingles
fiberglass reinforced, hip and ridge
asphalt roof shingles
ASTM D3462
Seal -A -Ridge® Ridge =les
AL
-Ca�Shin
Timbertex" Premium Ridge Cap
IN-MV
Shingles
I
NEW ETC, LLC Evaluation Report 0:1.506.01.08-1130
certificate ofAuthotization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FU0124-RZB
GAF Asphalt Roof Shingles Revision 30; 09/21/2020
Page 4 of 8
5.1 This is a building code evaluation, Neither NEMO ETC, LLC nor Robert Nleminen, P.E. are, In any Way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami-
DadeCounties.
53 This Evaluation Report pertains tuabove-deck roof components. Roof decks and structural members shall be|n
accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation qffire classification. Refer tuFgC 1505for requirements and
limitations regarding roof assembly Oe classification. Refer to FBC 2603 for requirements and limitations
concerning the use offoam plastic insulation.
5.5 Refer to Section 6 for installation requirements to meet wind classifications
TABLE 2A: WIND C IFICATIONs, ASPHALT SHINGLES
5.5.1
ASTMD7158,Class Happlies only tuexposure category BprC and abuilding height mf 60feet mr less, Calculations
by qualified design professional are required for conditions outside these limitations. Contact the shingle
manufacturer for data specific toeach shingle.
Evaluation Report me�oa��uz .
certificate ofx"mmizvmmu32455 z~EDITION (20u0) FBCmom'owmzEVALUATION Fo0124-mZB
GAF Asphalt Roof Shingles Revision 30.o9/21/2020
Page smu
5.5.1
ASTMD7158,Class Happlies only tuexposure category BprC and abuilding height mf 60feet mr less, Calculations
by qualified design professional are required for conditions outside these limitations. Contact the shingle
manufacturer for data specific toeach shingle.
Evaluation Report me�oa��uz .
certificate ofx"mmizvmmu32455 z~EDITION (20u0) FBCmom'owmzEVALUATION Fo0124-mZB
GAF Asphalt Roof Shingles Revision 30.o9/21/2020
Page smu
ON EMO I eft.
TABLE 28: WINDCLASSIFICATIONS, 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-StartO Eave/Rake
ASTM D3161, Class F
7StarterStrip Shingles)
Starter Strips
W.'t c r,
WeatherBlocker"' Premium Starter Strip Shingles (fka,
h
ASTM D3161, Class F
W W..t 'rBI cic r,
eatherBlocker" Premium Eave/Rake Starter Strip Shingles)
ASTM D3161, Class F (sealant
Seal -A -Ridge® ArmorShield®
required, See Section 6)
ASTM D3161, Class F (sealant
Hip & Ridge
Seal-A-RidgeO AS
required, See Section 6)
.
Shingles
Seal-A-Ridgel Ridge Cap Shingles
ASTM D3161, Class F
ASTM D3161, Class F (sealant
Timbertex" 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 614320-3.
Refer to the Product Approval of the component manufacturer for components that are produced by a Product
Manufacturer other than the report holder on Page 1 of this Evaluation Report.
Roof deck, slope, underlayment and
manufacturer's minimum requirements.
6.1.2 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally
Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
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.
6.1.4 GAF asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations
set forth in FBC Section 1511 or R908 and GAF published installation instructions,
6.2 STARTER SHINGLES OR STARTER STRIP:
6.2.1 Installation of Pro-StartO Starter Strip Shingles (fka, Pro-StartO Eave/Rake Starter Strip Shingles), WeatherBlockerlm
Premium Starter Strip Shingles (fka, WeatherBlockeCm Premium Eave/Rake Starter Strip Shingles) and QuickStart®
Peel & Stick Starter Roll shall comply with the GAF current published instructions.
63 ASPHALT SHINGLES:
6.3.1 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 SequoiaO, Grand Sequoia"' IR, Grand Sequoia* ArmorShield®, and
WoodlandO require minimum five (5) nails per shingle.
> Slateline"m requires minimum six (6) nails per shingle.
MEMO ETC, LLC Evaluation Report 01506.01.08-R30
Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION F1.10124-1128
GAF Asphalt Roof Shingles Revision 30:09/21/2020
Page 6 of 8
ONEMojetc.
6.3.2 Fastening for Fortitude", TimberlineO AH, TimberlineO CS and TimberlineO HDZ11; slopes 2:12 up to 21:12
39-318'(1m)
11-SIT-14-SM (295-372—)
4M) TARGET NAIL ZONE
ZONA OBJETIVO DE CLAVADO
5-13J16'- 7-5/8'(148mm - 194mm)
t
6 7/8'
(174 M fl, =
STANDARD NAILING PATTERN:
Nail shingles approximately 6 7/8' (174 min) from bottom of shingle, in nailing area, as shown. Nails must not be exposed. Not for use on
Mansard roofs (21:12 slope and above .
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.
c-4--*- f— Tim6.rlina(D AP Timhorlinae rr, nnrl TimhprlinpO HD7TM` slopes greater than 21:12
6.4 HIP &IRIOGESHIINGLES:
6.4.1 Installation of Seal -A -Ridges 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. clavD
Clouer
6.4.2 Installation of Seal-A-RidgeO ArmorShield® 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 6 to 6.5-inch back
from the exposed end and 1 to 2-inch from the edge, and nominal 0,25-inch diameter beads of Henkel "Loctite PL,
S30 Roof & Flashing Sealant".
NEMO ETC, LLC Evaluation Report 01506.01.08-1130
Certificate ofAuthorhation 432455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R28
GAF Asphalt Roof Shingles Revision 30:09/21/2020
Page 7 of 8
6.4.3 Installation of Timbertex® 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 Sonneborn "NPI Gun Grade
Polyurethane Sealant" or Henkel "PL Roofing
and Flashing Sealant".
As required by the Building Official or Authority
product.
Jurisdiction to properly evaluate the installation of this
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA requirements. Refer
to Section 4 herein for products and production locations having met codified material standards.
UL LLC — QUA9625; (414) 248-6409; karen.buchmann@ul.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 01506.01.08-R30
certificate of Authorization #3245S 7" EDITION (2020) FBC NON-HVHZ EVALUATION FU0124-R28
GAF Asphalt Roof Shingles Revision 30:09/21/2020
Page 8 of 8
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Evaluation Entity
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
GAF
I Campus Drive
Parisppany, NJ 07054
(800) 766-3411
mstieh@gaf.com
Michael Stieh
mstieh@gaf,com
Michael Stieh
I Campus Drive
Parsippany, NJ 07054
(973) 628-3000
mstieh@gaf.com
Roofing
Underlayments
Evaluation Report from a Product Evaluation Entity
Miami -Dade BCCO - EVL
Miami -Dade BCCO - QUA
02/22/2023
Miami -Dade BCCO - VAL
X=X
2009
Product Approval Method Method 1 Option C
https.//floiidabuilding.org/prlptl_appjd.aspx?param--wGEVXQwtDqu[Gtg5bCXRsedzURXB7GTYpG6r6sZlmCh75dpTunBMdg`/`3d*/`3d 1/2
1/1512021
Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
11/03/2020
11/20/2020
11/24/2020
FL #
Model, Number or Name
Description
18686.1
FeltBuster
High Traction Synthetic Roofing Felt
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
'Impact Resistant. No
Design Pressure., N/A
Other:
Installation Instructions
K18686 R4 11 NOA 19-0917.02 GAF FeltoUgLenp &f
Verified By: Miami -Dade BCCO - EVL
Created by Independent Third Party:
Evaluation Reports
EA EE
LgaMct US; ;: 2§&&Ljr Stone Road. Jgjghassee 99 ftag: 0-487-1824
The State of Florida IS an AAJEEO employer.
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click haL.
Product Approval Accepts:
9 = 01 Wo 9 Is
Credit Card
safe
hftps:llfloridabuilding.org/prlpr_appjtl.aspx?param--wGEVXQwtDquiGtg5bCXRsr,dzURXB7GIYpG6r6sZlmCh75dpTunBMdg%3d�/�3d 2/2
MIAMI.EM)ADE MIAMI.DADE COUN
PRODUCT CONTROL SECTI
DEPARTMENT OF REGULATORY A" ECONOMIC REW11RCES (REP.) 11805 SW 26 Stree� Room 20
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-259
NOTICE OF ACCEP www.nuamidade. ov/econoin
GAF
1 Campus Drive
P-oa-P,T.v.XTJ 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
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
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
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
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.
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
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
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.
ADVERTISEME NT: 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.
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.
This NOA revises NOA No. 18-1023. 10 and consists of pages I through 8.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 19-0917.02
Expiration Date: 02/22/23
Approval Date: 10/15/20
Page 1 of 8
ROOFING COMPONENT APPRovAL
CAMORM: Roofing
Sub-!Qjjggur_y_:- Underlayment
Material: SBS/Polypropylene/Asphalt
SCOPE:
This approves GAF Leak Barriers and Roof Deck Protection underlayments, 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
SDecification
DesgrjRg2n
WeatherWatcho
36" x 50' rolls
ASTM D 1970
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
StormGuardo Film
36" x 66.7' rolls
ASTM 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"' SBS Self-
3 9-'/8" x 66' rolls
ASTM D 1970
Self -adhering SBS roof membrane.
Adhering Base/Ply
ASTM D4601
Sheet
Type H
Manufacturing
Location # 1, 9
Deck -Armor.. Premium
54�'x 222' rolls
ASTM D226
AUV-stabilized polypropylene breathable
Breathable Roof Deck
48" x 250' rolls
Type II
underlayinem. To be used for roof deck protection
Protection
48" x 100' rolls
as an underlayment in sloped roof assemblies.
Manufacturing
Location # 7
Tiger Paws' Premium
48" x 250' rolls
ASTM D226
A LTV -stabilized polypropylene non -breathable
Roof Deck Protection
48" x 100' rolls
Type H
underlayment. To be used for roof deck protection
Manufacturing
as an underlayment in sloped roof assemblies.
Location # 2,4,5,7, 10,
11,12
FeltBuster' High-
48" x 250' rolls
ASTM D226
A UV -stabilized polypropylene non -breathable
Traction Synthetic
Type H
underlayment, To be used for roof deck protection
Roofing Felt
as an underlayment in sloped roof assemblies.
NOA No.: 19-0917.02
ffMtAMI-Dw&$"0&LN—TY Expiration Date: 02/22/23
�UIUWI MMEW Approval Date: 10/15/20
Page 2 1f 8
Test Product
Product Dimensions Specification Descrintion
Shingle -Mate Roof 36" x 144' rolls ASTM D226 Fibergass-reinforced asphalt felt underlayment. To
Deck Protection Type H be used for roof deck protection as an
Manufacturing underlayment in sloped roof assemblies.
Location # 3, 16
TiMmemPT""TTUras IMC �a
Sheet
Manufacturing
Location # 8
GAFGLASO Ply 4
Manufacturing
Location # 8, 9
GAFGLASO FlexPly7` 6
Manufacturing
Location # 8, 9
Tri-Plye Ply 4
Manufacturing
Location # 8, 9
39-3/s" x 34' rolls ASTM D1970 Granular surfaced modified, fiberglass reinforced,
ASTM D6163 self -adhering SBS roof membrane.
ASTM D7530
39.37" ASTM D2178 Asphalt impregnated glass felt with asphalt
(1 meter) Wide Type IV coating.
39.37"
(1 meter) Wide
39.37"
(I meter) Wide
1. Mt. Vernon, IN
2. Mission, British Columbia
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. Shafter, CA
ASTM D2178 Asphalt impregnated glass felt with asphalt
Type VI coating.
ASTM D2178 Asphalt impregnated glass felt with asphalt
Type IV coating.
NOA No.: 19-0917.02
-.MIAMI-OADECOUM Expiration Date: 02/22/23
APPROVED! ApprovalDate: 10/15/20
Page 3 of 8
TestAgency
Test_Identifier
Zest Nnme/Re ert
Date
Intertek Testing Services NA Ltd.
3077464-01
ASTM D1970
08/23/06
3090131
Wind Uplift and Self Sealability
08/23/06
100258583COQ-OIOA
ASTM D226 Type II
01/11/11
100673818COQ-003
ASTM D226 Type 11
06/13/13
10157289000Q-005
ASTM D226 Type II
04/17/14
F8549.02-106-18-RO
ASTM D226 Type 11
11/08/16
PRI Construction Materials
RGM-023-02-01
ASTM D4798
05/16/07
Technologies, LLC.
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 D 1970
11/30/11
GAF-324-02-01
ASTM D1970
11/30/11
GAF-325-02-01
ASTM D 1970
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 1
03/14/12
ELK.-311-02-01
ASTM D1970
09/11/07
GAF-446-02-01
ASTM D226 Type 1
09/26/13
GAF-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
07/21/11
GAF-315-02-01
ASTM D2178
07/21/11
GAF-826-02-01
ASTM D226 Type II/ASTM D4533
07/12/18
GAF-847-02-01
ASTM D226 Type II/ASTM D4533
06/05/18
GAF-914-02-01
ASTM D226 Type II/ASTM D4533
04/11/19
376TOO12
ASTM D226 Type I1
07/16/19
376TOO18
ASTM D226 Type II
08/01/19
376T0032
ASTM D1970
10/22/19
376TOO54
ASTM D226
02/19/20
Trinity-ERD
GAF-SC13285.17-1
ASTM D1970
03/08/17
GAF-SC13285.17-3
ASTM D1970
03/08/17
GAF-SC13285.17-4
ASTM D1970
03/08/17
GAF-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
MEMO ETC, LLC
4S-GAF-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
♦• No.: 19-0917.02
OADE UWrY Expiration Date: 02/22/23
APPROVEDI Approval Date:};
Page 4 , �
APPROVED ASSEMBLIES:
Deck Type 1: Wood, non -insulated
Deck Description: '9/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: Two plies of ASTM D 226 Type I or Shingle-MateP Roof Deck Protection OR one or more plies
of ASTM D 226 Type 11, Deck -Armor '. Premium Breathable Roof Deck Protection, FeltBustero
High -Traction Synthetic Roofing Felt, or Tiger Paws" 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 WeatherWatcV Mineral Surfaced Leak Barrier, StormGuare Film
Surfaced Leak Barrier, Liberty'' SA Glass Cap Sheet, or Libertyw SBS Self -Adhering Base/Ply
Sheet membrane with a minimum 3" 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. Vertical strapping of the roof with WeatherWatcv
Mineral Surfaced Leak Barrier, or StormGuare Film Surfaced Leak Barrier is acceptable.
Surfacing: Approved Roofing Assembly.
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 GAFGLAS@ Ply 4, GAFGLASO FlexPly'm 6, Rosin Paper, ASTM D
226 Type I or Type 11, Shingle-MateO Roof Deck Protection, Deck -Armor Premium Breathable
Roof Deck Protection, FeltBuster® High -Traction Synthetic Roofing Felt, or Tiger Paw"'
Premium Roof Deck Protection loose laid.
Membrane: One or more plies of WeatherWatcO Mineral Surfaced Leak Barrier, StormGuare Film
Surfaced Leak Barrier, Liberty.. SA Glass Cap Sheet, or Liberty"m 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
coun� ry Expiration Date: 02/22/23
I�MNXXUI NNW Approval Date: 10/15/20
Page 5 of 8
Deck Type 1:
Wood, non -insulated
Deck Description:
'9/32" or greater plywood or wood plank
System E(3):
Anchor sheet mechanically fastened to deck, membrane adhered.
Secondary Water
Install a minimum 4" wide WeatherWatcho Mineral Surfaced Leak Barrier, Libeity"'SBS Self -
Barrier:
Adhering Base/Ply Sheet, Liberty m SA Glass Cap Sheet, or StormGuardo Film Surfaced Leak
(Optional)
Barrier membrane over the joints of the plywood roof deck prior to installation of the base sheet.
Do not overlap end or side joints. All side and end laps should be butted firmly side by side, flush
with each other but not overlapped. Do not leave the WeatherWatcho Mineral Surfaced Leak
Barrier, or StonnGuare Film Surfaced Leak Barrier membrane exposed for more than 30 days
without a roof deck protection underlayment protecting the secondary water barrier.
Base Sheet:
Two plies of ASTM D 226 Type I or Shingle -Mate® Roof Deck Protection OR one or more plies
of ASTM D 226 Type 11, Deck -Armor' Premium Breathable Roof Deck Protection, FeltBustero
High -Traction Synthetic Roofing Felt, or Tiger Paw"' 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
scam/cover tape or an approved waterproof cloth duct tape (follow the tape 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 fasteners.
Surfacing:
Approved Roofing Assembly.
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 ASTM D 226 Type I or Shingle -Mateo Roof Deck Protection OR one or more plies
of ASTM D 226 Type II, Deck-ArmWm Premium Breathable Roof Deck Protection, FeltBustero
High -Traction Synthetic Roofing Felt, or Tiger Paw' 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 StormGuard` 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.: 19-0917.02
Wvftw��COUNJ Expiration Date: 02/22/23
Approval Date: 10/15/20
Page 6 1f V
J. Fire classification is not part of this acceptance.
2. WeatherWatcho Mineral Surfaced Leak Barrier, StormGuardo 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, FeltBusterl 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 roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. WeatherWatcho Mineral Surfaced Leak Barrier, StormGuardo Film Surfaced Leak
Barrier, Liberty'` SBS Self -Adhering Base/Ply Sheet, LibertyTm SA Glass Cap Sheet, Shingle -Mate Roof Deck
Protection, Deck -Armor"" Premium Breathable Roof Deck Protection, FeltBusterl High -Traction Synthetic
Roofing Felt, and Tiger Paw"' Premium Roof Deck Protection shall be installed in strict compliance with applicable
Building Code.
4. WeatherWatch' Mineral Surfaced Leak Barrier, StormGuardo Film Surfaced Leak Barrier, Liberty"' SBS Self -
Adhering Base/Ply Sheet, Liberty'` SA Glass Cap Sheet, Shingle -Mateo Roof Deck Protection, Deck -Armor
Premium Breathable Roof Deck Protection, FeltBuster" High -Traction Synthetic Roofing Felt, and Tiger Pawl"
Premium Roof Deck Protection membranes shall be applied to a smooth, clean and dry surface with deck free of
irregularities.
5. WeatherWatcho Mineral Surfaced Leak Barrier, StormGuardo Film Surfaced Leak Barrier, Liberty"" SBS Self -
Adhering Base/Ply Sheet, Liberty.. SA Glass Cap Sheet, Shingle -Mate' Roof Deck Protection, Deck-ArmorT
Premium Breathable Roof Deck Protection, FeltBuster' High -Traction Synthetic Roofing Felt, and Tiger Paw
Premium Roof Deck Protection membranes shall not be applied over an existing roof membrane.
6. WeatherWatcho Mineral Surfaced Leak Barrier, StormGuardo Film Surfaced Leak Barrier, Liberty"" SBS Self -
Adhering Base/Ply Sheet, Liberty"` SA Glass Cap Sheet, Shingle-MateO Roof Deck Protection, Deck -Armor''
Premium Breathable Roof Deck Protection, FeltBustero High -Traction Synthetic Roofing Felt, and Tiger Paw'm
Premium Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application.
7. WeatherWatcho Mineral Surfaced Leak Barrier, StormGuardo Film Surfaced Leak Barrier, Liberty"" SBS Self -
Adhering Base/Ply Sheet, Liberty"" SA Glass Cap Sheet, Shingle -Mate Roof Deck Protection, Deck -Armor's
Premium Breathable Roof Deck Protection, FeltBusterl High -Traction Synthetic Roofing Felt, and Tiger PawT
Premium Roof Deck Protection may be used with any approved roof covering Notice of Acceptance listing
WeatherWatcho Mineral Surfaced Leak Barrier, StormGuardo 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, FeltBusterl High -Traction Synthetic Roofing Felt, and Tiger Paws"
Premium Roof Deck Protection as a component part of an assembly in the Notice of Acceptance, If
WeatherWatcho Mineral Surfaced Leak Barrier, StormGuardo 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 PawTm
Premium Roof Deck Protection are not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or
the Miami -Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
8. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application. Install when temperatures are 45' F and
rising.
9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane
from the center outward in both directions.
10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
NOA No.: 19-0917.02
Expiration Date: 02/22/23
Approval Date: 10/15/20
Page 7 of 8
LimiTATIONS:
11. Flash vent pipes, stacks, chimneys 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 61G20-3 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.
NOA No.: 19-0917.02
PDADECOU Expiration Date: 02/22/23
Approval Date: 10/15/20
Page 8 of 8
1/27/2021 Florida Building Code Online
a
SCIS Horne Log In User Ptegistrauon Hot Topics Submit Surcharge SUM & Facts Publications contact Us am sitle, map Links Search
Product Approval
db'p"r (A USER: Public User
&WAMARQUi EMW0AAtAW&JUgl > &WUjiWLUZ > Applico"M all
a
K
FL # FL20743-R2
Application type
Code Version 2020
Application Status Validated
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Ennall
Quality Assurance Representative
Address/Rhone/Email
la �7111111
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
TAFCO Corporation
1953 N. 17th Ave
Melrose Park, IL 60160
(773) 301-7778
mike@tafco.com
w
llqAw�
" �j#lTTs1T4il;q"ff*Tffl
:Windows
Horizontal Slider
ii;D
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardill Received
06/17/2026
Scott Wolters, PE
Validation Checklist - Hardcopy Received
stani
AAMA/WDMA(CSA 101/1,S.2/A440
I affirm 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.
kill !ill L !! 0
1/2712021 Florida Building Code Online
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method 1 Option D
Date Submitted 01/27/2021
Date Validated 01/27/2021
Summary of Products
Fl.
Model, Number or Fume
Description
20743.1
Series 82000
PVC Horizontal Sliding Window
Umlts of Use
Installation Instructions
Approved for use in HVHZ: No
£ `B _Udt
Approved for use outside HVH a Yes
Verified By: Lucas A. 'Turner PE 58201
Impact Resistant, No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Please see installation drawing and evaluation report
for additional details and limits of use.
Created by Independent Third Party: Yes
�g :: teal Glair c.,,,e a�.:d Tana g a2 a® pl, ,gip-4a�.aa24
The State of Florida is an AA/EEO employer. 20a7-2013,,;,ga . Fl ride.: s Pr(vacv Statement :: :: $gj>and CtwMr++®nr
Under Florida low, email addresses are public records. If you do not want your e-mad address remised in response to a public -records request, do not semi electronic
man to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact. 850.487.1395. *pursuant to Section 455.275(1),
Florida statutes, a October 1, 2012, litermaes licensed under Chapter 4S5, KS. must provide the Department with an email address if they have am. The smalls
provided may be used for oMtW communication with the Licensee. However email addresses are public record. If you do not wish to supply a I address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S., please click
Product A4Wrovell MWIWIE91M
Credit Card
Sale
https.I f oridabuilding.orgfprlpr_app_ U.aspx?param®wGEVX FG1WOugWz3x5A7Y1m axi8rRXrfrV2gpUFlOU09fA%3d%3d 212
TAWLI, � �iMb
SHM Desm"m
SERIES 82000 HORIZONTAL SLIDING WINDOW, NON -IMPACT 1--a"Amm, Gm. ROTESTAB
TABLE 1. DESIGN PRESSURE RATINGS
GLASS
DESIGN PRESSURE
RATING
IMPACT RATING
1/8--1/8- I.G.
+30/-30 PSF
NONE
ANNEALED MINIMUM
5/32'ANNEALED
+20/-20 pSF
NONE
MINIMUM
I
I I
2 a:
63" MAX. OVERALL WIDTH
27 11/16- MAX, 28 5/16' MAX,
SASH D.L.O.INIOTI FIXED D.L.O.WIDTH z
FROM
14'
4" MAX, Fl
CORNER,
TYP. MAX. O.C.
Typ
6
F
O
N2/
=2
T
INSTALLATION
FASTENER LOCATION,
TYR., SEE SHEET 3
MCI
mill,
-T
0 4
z
__j SILL ANCHOR
ACING
EXTERIOR ELEVATION SPAS HEAD SAME
GENERAL_ NOT
AND ANCHORED AS DETAILED IN THIS DRAWING, IS NON -IMPACT RESISTANT AND REQUIRES THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS) IN WINDBORNE DEBRIS REGIONS.
2. THIS PRODUCT HAS BEEN TESTED TO AAMA/WDMA/CSA 101/1.S.2/A440-08/11, AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 5TH EDITION (2014), NOT INCLUDING THE HIGH VELOCITY
HURRICANE ZONE. PRODUCTS SHALL BE CONSTRUCTED AS INDICATED IN INTERTEK/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 GLASS TABLES, AND TESTED WATER AND STRUCTURAL PRESSURES. OTHER GLASS, ANNEALED OR
TEMPERED OF GREATER OR EQUAL THICKNESS TO THOSE NOTED N 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,
6 'NSTALLATION OF WOOD SUCKS TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (A.H.J.). SUCKING, OPENINGS, & BUCKING FASTENERS MUST
aiPROPERLY DESIGNED & INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVE THESE LOADS SHALL BE
VERIFIED BY THE CONTRACTOR OR A.H.J.
7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER 20 TO PREVENT GALVANIC REACTIONS. WOOD BUCKS, IF USED. SHALL 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 BY THIS DOCUMENT.
LAT
NO Bum
6/15/16
:r
STATE or
z
NTS
6/17/2016
LUCAS A. TURNER, P.E.
FL PE # 58201
TURNER ENGINEERING &
CONSULTING, INC.
(COA # 29779)
1239 JABARA AVE.
NORTH PORT. FL 34288
PH. 941-380-1574
0qwm i
FPA-82000
SHM ocscmpmw
NOTES,
ELEVATION
SHEET
I of 4
3/4" I.G.
—"—AIR GAP
1/8" ANN. 1 I/
8" ANN.
GLASS MIN. H GLASS MIN
r3_'� r4'�
z
TYPICAL HORIZONTAL SECTION
m
0
_,[_5/32- ANN.Lu
2 0
GLASS MIN. " c"' 0
Ld
SILICONE —i
_T
TYPICAL SINGLE GLAZING DETAIL
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FPA-82000
LUCAS A. TURNER, P.E.
—
FL PE # 58201
SECTION
TURNER ENGINEERING &
DETAILS
CONSULTING, INC.
(COA # 29779)
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2 of 4
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S, INSTALL ONE ANCHOR AS SHOM ABOVE AT EACH LOCATIONSHOWN
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IN THE ELEVATION ON SHEET 1 FOR PRODUCT PERIMETER.
2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16-
OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE.
6/17/2016
FPA-82000
3. SHIMS SHALL BE LOAD -BEARING (PLASTIC OR METALLIC) AND
LUCAS A. TURNER, P.E.
,
CAPABLE OF TRANSFERRING LOADS TO SUBSMTE,
4. SPECIFIED ANCHOR EMBEDMENT TO WOOD SUBSTRATE SHALL BE
FL PE # 58201
TURNER ENGINEERING &
INSTALLATION
BEYOND SHEATHING. WALL FINISH OR STUCCOO,
5. THE INSTALLATION DETAIL SHOWN IS ALSO APPLICABLE FOR
CONSULTING, INC.
29779)
DETAILS
SHEET
INSTALLATION TO WOOD BUCKS INSTALLED OVER CONCRETE/MASONRY, 123$ VE.
WITH ATTACHMENT OF 2X TO CONCRETE/ A AVECONCRETE/MASONRY BY OTHERS.
NORTH PORT,
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PH. 941-380-1574
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6/17/2016
FPA-82000
LUCAS A. TURNER, P.E.
FL PE # 58201
1101IM111PART
TURNER ENGINEERING
CONSULTING, INC.
DWGS, CORNER
(COA # 29779)
1239 JABARA AVE.
SHEET
NORTH PORT, FL 34288
4 of 4
PH. 941-380-1574