HomeMy WebLinkAbout22-3724r u
Phone, (813)
780-0020
5335 Eighth Street
BGR-003724-2022
Issue mate; 04/0612022
Xw
accordance with City Codes and Ordinances, NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
+lf
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CONTRACTOR SIGNA PEV 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 PermitApplication Fax-e13-780-0021
Building Department
Date Received phone Contact for Permitting
VIt al it It It I
Owner's Name Anthony and Melissa Tomlin Owner Phone Number 313-312-0445
Owner's Address 39342 5th BVO ephyrhiilS,Fl 33542 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number w .
Fee Simple Titleholder Address
JOB ADDRESS 39342 5th v phyrhill ,Fl 33542 LOT# 3
SUBDIVISI(JNprhiht PARGELI 12-«21-00ti-002Q-t0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F_� ADDIALT SIGN DEMOLISH
INSTALL: REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK iClStll 3 10'x12` StOr�E ShOt1
BUILDING SIZE 110x12 I SO FOOTAGE 1120 1 HEIGHT L
�BUiLDING $ 7052.00 1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE FROG SS ENERGY WJ%E.O.
r
PLUMBING $ f t ar
ro
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING [::] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER f -✓0 COMPANY TUFF SHED INC
/1 R
SIGNATURE ��U ) j REGISTERED IN
FEE CI
Address 512 JF O T TA:M::P FLFL 33619 License # CE3C1253645 � �
ELECTRICIAN � COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y J N
Address License#� n d_
PLUMBER COMPANY
SIGNATURE REGISTERED ;;; FEE CLIRREN Y I N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y J N FEE cuRREN Y l N
Address License # E
OTHER COMPANY
SIGNATURE E=:== REGISTERED �;�FE. CURREN Y I NAddress ELicense # E� _ ���.. �
#iiIsis Its ' #i#ii'#it1###11t#ii##i#1111aIailists*#Ii ii#II411tlt#itIIstati
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 wl Silt Fence instailed,
Sanitary Facilities& 1 dumpster; Site Work Permit for subdivisionsllargeprojects
COMMERCIAL Attach (2) complete sets of Building Plans plus 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 wl Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Pemtitfor all now projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500,a Notice of Commencement Is required. (A/C upgrades over $7500)
Agent (far 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)
Reroots if shingles Sewers Service Upgrades AfC Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this pennit may be subject to "deed restrictions" which may be more restrictive
than {county regulations. The undersignedassumes 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 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 at727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contracto(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/UTILITIESIMPACT/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 most be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as arended): If valuation of work is $2,500.00 or more; l certify that1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's 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:
CONTRACTORISIOWNEWS 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 obtainla 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
Lends; WaterlWastewater Treatment.
- Southwest Florida Water Management District -Wells, Cypress Sayheads; 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 tibias
authority to violate, cancel, alter, or set aside any provisions of the technical codes, riot 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
FLORIDA JURAT (F.S. 117M) AA f F ..
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No,_ ,
Name of Notary typed, printed cr stamped
t
Subscribed and sworn to (or affirmed) before me this
INSTR#2022037986ORBK10551
PG' 643 page 1 of 1
02/15/2022 08:07 AM Rcpt: 2417059 Rec: 10.00 DS: 0.00 IT: 0.00
Nikki Alvarez o lee, Esq., Pasco County Clerk & Comptroller
o°snit Nm PaMidli Not i- iiat#6 OQ {8iJ243
NoTICE tf COAkMWDEIVIENT
state of FLORIDA c lY of PASCO
`i'f�E tJ,C�?5[�NF.i? herct�� glues riatEsp ttto[ tniprv�cmoiii wtG hs mode ttr detain r�l pro{xarty; and In trda;rtr� vrattt, Gttia�er �9G: �'kadda 5[atutds.
the Biho pli information isprwcotf in this Nniiee izt• cottimorcoman4
I v DoecriptionofPmpettY; Pa aitNo60ffcattoriNo, EP4YFtH811'311T5.'iaTAIIDITIO
Sire[ Addra56r. 39W STH AVE EPHYRHIL.LS, FL 3354 �
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.
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Docul$ign Envikope ID: 54F31DC2-3497-4916-A593-8Dl76755C79E Anthony Tomlin
'ITUFFSHEff 39342 Sth Avenue
Zephyrhills Fl. 33542
Q4716113-4708775
Base Details
Building Size & Style
Premier Ranch - 10'wide by 12' long
Door
4'x 67' Single Shed Door, Left Hinge
Placement
Paint Selection
Base: Dover Gray, Trim: Delicate
White, Accent (Doors): Delicate
White
Roof Selection
Birchwood Dimensional Premium
Shingle
Drip Edge
White
Is a permit required for this job?
Yes
Who is pulling the permit?
Tuff Shed
QRiiqns Mai
High Wind
High Wind - Retail
Windows
2 Ea 2'x2' Insulated Horizontal Sliding
Window
Roof
20 Lin Ft 4" Gable EW Eave Upgrade
Interior
76 Lin Ft Shelving - 12" deep
10 Lin Ft 24" Workbench
34 Sq Ft Pegboard
Vents
2 Ea 16"W' Wall Vent - White
Shelving Locations
Shelving on Side A, Side D at 20", 39",
601%
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",
MM.
Joksite lnst�aller Q�etafls
Do you plan to insulate this building after Tuff Shed
installs it?
No
Is there a power outlet within 100 feet of Installation
location?
Yes
building. How level is the install location?
Within 4" of level
perimeter of all four walls?
Yes
approximately 200' of your installation site?
Yes
Substrate Shed will be Installed on?
Grass
Do6uSi n Envelope ICE: 54F31DC-3497-4915-,45 3-8DI76755C79E Anthony Tomlin
4�s1
l , 39342 5th Avenue
Docust`h phyrhills FL3354.2
Inod t�,716113-775
Signature; I llk- Efate:
cs3C3MX)sD2
ocuSign Envelope ID: 54F31 DC2-3497-491 5-A593-8DI 7675SC79E
CERTIFIEDTO,
ANTHONY DWAYNE TOMLIN AND MELISSA LYNN TOMLIN; SLW$TATE TITLE AGENCY, INC.;
FIDELITY NATIONAL TITLE INSURANCE ANY, ONC NAMC NAL BANK
D6 12,- 00 3-72-Z1- ZO'2Z
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Plan Review Comments
1) All property markers shall be fully exposed at time of inspection. (RED TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF
NOT ANCHORED PER PLAN)
3) All set -backs shall be met.
4) Shall not be installed in easements.
5) Shall be set in the rear or side yards.
6) Only 2 accessory buildings per parcel.
7) Sheds shall not be rented or inhabited.
8) Must meet and follow all conditions of ordinance:780-01
9) No accessory building shall be larger than 300 sq ft without site -plan approval
10) Not to exceed 16" in height at peak.
11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless
otherwise specified.
12) Accessory buildings in residential zones that exceed 150 sq It shall be constructed of
masonry, wood frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade
and be consistent with existing architecture of the principle building and adjacent
properties.
13) Fence shall not encroach neighbor's private property or right of way.
14) Fence shall be no taller than 6 feet in the rear and sides of home. 4 feet from the front
15) Good side of fence shall face out.
ocuStnF y <• *. c
R>
WAA
017
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF:
18/-29 PSF (ZONE 1)
WIND PRESSURE (psfI (ASD VALUES)
18/-50 PSF L40NE ?)
(BASED ON 10 SO F-0
18/-74 PSF (ZONE 3)
WALL:
31/-34 PSF (ZONE 4)
311-42 PSF gONE 5)
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
- 16d @ 16' STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING
MAX WALL HEIGHT FOR EACH SHED,
SR600 - 51 (684")
TR700 - T-IIX(80X-)
PR - 6-8%4" (80%e')
F SHED, MFG- FACILITIES
140"
mmim� "I'll-, I
ra
WA
PPROVALS
W,
u
III
JGAF COBRA RIGID VENT3
OVERHEAD DOOR CORP
RAGE DOOR
•
TBUSTER
L UST
SIDING TABLE NOTES:
1 . NAILING IS FOR SMARTSIDE PANEL OR i/F" SMARTSIDE WTH FOIL BACKER.
2. MINIMUM 2!-W'R TURN FROM EACH END ill EACH WALL.
3NO SINGLE OPENING GREATER THAN V-0`
1, 11M 111221 ill
ir#.. P.O. #
omen: Drawn By: PK
Date: 6121/21
Address:
Checked By:
-.EIGHTl- �'
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD.
TUFF SHED, INC, TITLE DRAWING NO.
ENGINEERfNG DEPARTMENT I FL-PR-SR-TR-01
PROJECT NOTES
NAILING REQUIREMENTS REV• LEVEL 01
FBC, 7th EDITION (2020) SHEET
155C
PAGE 1 OF 4
RICHARD L WILLS, RE,
RWILLS@TUFFSHED,COM
1777 S, HARRISON STREET
DENIER, COLD DO 80210
(303)753-8833 EXT.96315
76835
STATE OF
1 DEC 2021
OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE
'COLLAR TIE REQUIRED -ONLY AT TOE NAIL WITH (3)
SHEDS', -SEE TRUSS CALCULATIONS 16d NAILS, (2) ONE
SIDE, (1) OTHER
SIDE
FL0REbAA PPROVED RAFTER
SHINGLES
A
SEE THE TRUSS
M CONNECTION SIMPSON H2,5A PLATE ON
T DETAIL - DETAIL 2 INSIDE AT EACH RAFTER
�T
as
WALL FRAMING TO BE WALL TOP PLATE
2x4 SPF #2 OR BETTER
SEE SHEET 3 FOR STEEL FLOOR WITH @ 16- O.C.
ANCHOR DETAIL OR FOUNDATION DETAIL - IF BUILDING IS LOCATED SIDING
IN A FLOOD ZONE THEN STUDS
UP TO 12'WIDE FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED -
ONE SO INCH VENT
BUILDING SECTION FOR EVERY ONE SO FT TRUSS TO WALL
SCALE NTS OF BUILDING CONNECTION DETAIL
sc�: NVTS,
SEE PROJECT NOTES FOR MATERIALS
ROOF UNDERLAYMENT NAIL TO INTERMEDIATE FRAMING
CRIPPLE STUD PER FBC1507.1-1,1(3). 4'xFx7lje ROOF MEMBERS - REFERENCE NAILING
DOUBLE TOP PLATE KING STUD MINIMUM 3%"STRIP OF SHEATHING SCHEDULE, SHEET I
DOUBLE TOP PLATE SELF ADHERING FLEXIBLE
CRIPPLES (IF REQ.) FLASHING TAPE COMPLYING DIAPHRAGM
WITH AAMA 711, LEVEL 3, BOUNDARY
CRIPPLES (IF REQ.) INSTALLED IN ACCORDANCE
HEADERS FOR 114 TO MANUFACTURER'S . . . TRIM
OPENINGS UP TO 4'-0" HEADERS FOR INSTRUCTIONS FOR THE
USE (2) 2X4 SPF #2 DOUBLE
OPENINGS UP TO 4'-0" DECK MATERIAL
USE {2) 2X4 SPF #2 illt
OPE INGS 4'-l'TO &-01� PANEL EDGE IS NOT
USE (2) 2x6 SPF #2 SUPPORTED BY BLOCKING -
OPENINGS 6-1" TO 8'-0" DRIP E E UNLESS TED
2x4 WINDOW SILL USE (2) 2X8 SPF #2
FLOOR DECKING IN STUD TRIMMER STUD
TRIMMER HEADERS FOR, REFERENCE NAILING
RAFTERS AN SIDING
BASE PLATE BASE PLATE OPENINGS UP TO 6'-U'USE I12? 2x4 SPF #2 SCHEDULE/S2 OR T SSE
KING STUD OPENINGS T-VTO V-0- USE 2) 2X6 SPF #2
FLOOR DECKING REFER TO THE DOOR DETAIL (SHEET 2) FOR ROOF SHEATHING AN
FOR WINDOW OPENINGS UP TO 4'-0" FOR OPENINGS UP TO 8'-0" THE DOOR DESIGN UNDERLAY ENT DET#lk
WINDOW HEADER DETAIL DOOR HEADER DETAIL HEADER DETAIL FOR SCALE . T S
FOR SIDE WALLS FOR SIDE WALLS END WALLS
SCALE N. TS, SCALE N,TS SCALE KTS
Order #.
Customer:
Site Address:
MT UFF SHED, MFG. F-1-TIE
LENGTH,HEIGHT— f AREA(
3M
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OFTUFF SHED,
INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
TUFF SHED, INC,
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S, HARRISON STREET
DEN VER, COLORADO 80210
(303) 753-8833 EXT, 96315
TITLE
DRAWING NO.
FL-PR-SR-TR-01
BUILDING SECTIONS
HEADER FRAMING DETAILS
REV. LEVEL 01_
FBC, 7th EDITION (2020)
SHEET 2
155C
PAGE 2 OF 4
/Z
635
STATE OF
,Sz
R I
DEC 2021
#12-14 X 3' HEX HEAD __
SELF -DRILLING SCREANS_�
1 STEEL SHED FOUNDATION:
I Od COMMON @ 12� O�C_
7-7,777
600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
1. WOODSHED FOUNDATION:
3/47APA OR TECO, RATED
604S1 37-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
2x6 #2 PRESSURE TREATED SPRUCE -PINE -FIR RIM JOISTS
T&G FLOOR DECKING.
@ 24" O.C,
344�'APA OR TECO RATED
2X6 #2 PRESSURE TREATED SPF JOISTS @ 24" D.C.
2. Y4" APA OR TECO RATED TONGUE AND GROOVE
2X6 STEEL JOISTS
(SUPPLIER: ALL STUDCO (JOIST: 600SI 37-054 /TRACK:
T&G FLOOR DECKING
--- Fib6wpgg FA Y,NO
@ 24' OC
600T125-054) ICC ER-4943P.
BLOCKING -REQUIRED. ALL EDGES SHALL LIE ON FLOOR
2, %'APA OR TECO RATED TONGUE AND GROOVE FLOOR
2X6 JOISTS @24- O.C:
JOISTS. STAGGER PANEL LAYOUT PERAPA COND111ON 1,
#10Xy47PAN
DECKING. 24"MAX PANEL SPAN, STAGGER PANEL LAYOUT.
(PRESSURE TREATED)
a
IL PLYWOOD TO JOISTS AND RIM JOISTS:
HEAD SELF -DRILLING
3, FASTEN FLOOR DECKING TO JOIST & TRACKS USING
BORDER: 8d COMMON SPACED @ 6- O.C.
SCREWS (2 PER, TAB),
#8 x lV87 ZINC PLATED SCREWS @ 12" O.C.
16d COMMON
(2 PER JOIST)
EDGE: 8d COMMON SPACED @ 6"O.C.
FIELD: 8d COMMON SPACED @ 12"O:C.
@ VENT HOLES 24" OC.
NO BLOCKING REQUIRED- ALL EDGES SHALL LIE ON FLOOR
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO�
I- OPTIONAL LEVELING BLOCKS
JOISTS, STAGGER PANEL LAYOUT PER ARA CONDITION I
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
8d COMMON @ 6" O.C.
JOISTS OR RIM JOISTS WITH 10d COMMON SPACED @ 12" O-C.
5. ALLOWABLE FLOOR LIVE LOAD: 40 PSF
2X6 STEEL TRACK EACH END
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
OPTIC NAL LEVELING BLOCKS
6, bSt_bP_flbN_At CONCRETEBLOCKSREQUIRED TO
SCREWS, REFERENCE SPACING CHART.
LEVEL BIJILDING�
BASE PLATE SCREW SPACING
r
5, ALLOWABLE FLOOR LIVE LOAD- 75 PSF FOR STEEL JOISTS
SUGGESTED SIZES: Z'x 8x 16", 4"x8"x16',OR8'x8'x16,.
WIDTH SPACING
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
2x6 RIM JOIST EACH END
(PRESSURE TREATED)
BLOCKS UNDER JOISTS SPACED @ 8!-0- O.C. MAXIMUM.
6-12' 8- ac,
AS SHOWN.
BLOCKS UNDER RIM JOISTS SPACED @ 4'-9" D.C. MAXIMUM,
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BASE PLATE SCREW SPACING
BUILDING:
I WIDTH SPACING
SUGGESTED SIZES: Z'x Wx 16', 4" x 8" x 16", OR 8x 8. X 16",
1 6-12' a- O,C.
OPTIONAL STEEL SHED BASE DETAIL
BLOCKS UNDER JOISTS SPACED @ V-0- O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4-0- O.C. MAXIMUM,
OPTIONAL WOOD SHED BASE DETAIL
CALE NTS,
TRIM
SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
2X4X2'
PART NUMBERS:
BLOCK
OT3644GPMP- Vj'X 36" (36- IMBED) GALVANIZED AUGER
ATTACH BRACKET TO
OT1 7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
STUD THRU HOLE IN
REPORT NO. LO-FJ90129-A
ANCHOR PLATE WITH
-OR-
Z Y3"0 x 4' CARRIAGE BOLT
OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
AND LOCKNUT
REPORT NO. LO-FJ90129-B
WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
CORNERSTUD
WITH THE MAXIMUM LOAD OF 5,080 LBS
AUGERANCHORS
WIDTH ILENGTHI # OF ANCHORS
6-29 4ANCHORS
STUD
< 8! 8-24� 4ANCHORS
3�
SHED
Uj ORS
BASE
0
19 22'-24! 6ANCHORS
12' 12�46! 4 RCHORS
9 /—STUD
Ofi^RS
SIDING 4-ANCHORS PROVIDE (I AT EA,
CORNER OF THE BUILAG.
TRIM &ANCHORS PROVIDE (1) AT EA.
END WALL
CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDE WALL.
L
ANCHOR BRACKET
TO BE FLUSH WITH
EDGE OF TRIM
OPTIONAL AUGER ANCHOR DETAIL
Order #.
Customer,
fDm;.�B - PK
Date: 6/21/21
resv.
IlDate-
�l Cate: N,T,S.
SIDING
TRIM
3/g" CARRIAGE
BOLT (GRADE 2)
GALVANIZED, WITH 3/4" WASHER
EMBEDMENT DEPTH = MIN 2Yj'
MIN. EDGE DISTANCE = 6H
ANCHOR SPACING: RE: TITEN
HD ANCHOR BOLTS TABLE,
SHEET3
STUD
TIT
pw
3/$"NYLON
RE
W
LOCK NUT
BASEPLATE
FLOOR PLY
Z:
6"
N
STEEL SHED
1, AN
ANCI
GAL%
BASE
2. PR
CCONCRETE
OFT
PAD (MIN)
ANCI
LENC
RE%
SIDE
TUFF SHED, INC, TITLE
DRAWING NO.
ENGINEERING DEPARTMENT
FL-PR-SR-TR-01
DETAILS
RICHARD J, WILLS, P.E.
REV. LEVEL 01
RWFLLS@TUFFSHED.COM
1777 S. HARRISON STREET FBC, 71h EDITION (2020)
SHEET
3_
DENVER, COLORADO 80210
(303)753-8833 EXT.96315 155CPAGE
3 OF 4
M
ai
o,76835
C> ATE OF
'yi/Z OR I
16 DEC 2021
UNHEATED SPACE
/— 3X4 20 PLATES
ANCHOR BOLT & 3'-0" 1 EACH SIDE
P.T. SILL PLATE
PER NOTES BELOW
# 4 CONTINUOUS- 12
TOP & BOTTOM
4
1 j kI
3/4'ab
>- FINISH CONCRETE FLOOR
GRADE'77�
w-
b
- f -.' ;0
REINFORCEMENT
PER NOTES BELOW
3'CLR.
TYP.
1`-0" MIN — THICKENED SLAB
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BESMIN.ASOVE GRADE. SLASREINFORCEMFUT SHALL
8EWAF6X6W1.4XW1-4. LOCATE ATMIO-DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESHI 50. FISERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE W1 MIN. I 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 1r BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, f� = 2500 PSI.
5. REINFORCING STEEL: ASIS, 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.
s. SEISMIC DESIGN CATEGORY: A
A, ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
3"O X 8- LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
8, EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST S'INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC,
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH I BOLT LOCATED NOT MORE THAN 12' NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE,
OPTIONAL CONCRETE FOUNDATION DETAIL
t
TUFF SHED <
Storage Buildings & Garages
TUFF SHED, MFG, FACILITIES
8524 EAST COLONIAL DRIVE
ORLANDO, FL32817
(888) 788-TUFF
STORE 520
3X4 20 PLATES
ups (—I EACH SIDE
1
4,-T'
112,
12
W
— 3X4 20 GA PLATEE tz AL l IQNIz5:
I EACH SIDE MAX ' VERTICAL: 180 LSS,
MAX, UPLIFT: -160 LBS,
NOT�
12
4
TRUSS MAY BE USED ON BUILDING LENGTHS —
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
8'SPAN , :- , I I I
REACTIONS:
MAX. VERTICAL: 240 LBS.
MAX, UPLIFT, -195 LBS,
3X6 20 GA
PLATES
1 EACH SIDE
to
;B
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF MAXIMUM DEFLECTION (12 FT. SPAN)
TOP CHORD DEAD LOAD =10 PSF VERT LL: 0,06 in.
COLLAR TIE DEAD LOAD = 5 PSF VERT TL: 0.08 in.
3X4 20 GA PLATES
I EACH SIDE
6'-,3 1
2
-'Z:::14
NOTES:
FBC, 7th EDITION (2020)
ANSI/TPI 1-2014
TRUSSES TO BE SPACED @ 24- OC
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
NOTE:
I&SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS
MAX. UPLIFT: -250 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED,
12' SPAN
REACTIONS:
MAX. VERTICAL: 390 LBS.
MAX. UPLIFT: -285 LBS,
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TOTO SO IN
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI.
WIND:
ASCE 7-16,155 mph, Exposure C, D.O.L.=1,60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
iCC-ES#ESR-1082,
=r #'
P.O. # THESE DRAV',flf4GS AND THE
TUFF SHE TITLE
7
iomer:
DESIGN ARE THE PROPERTY
Drawn By: PK OF TUFF SHED, INC. THESE
ENGIN7EERING DEPARTMENT
DRAWINGS ARE FOR A
TRUSS DETAILS
Date: 6/21/21 BUILDING TO BE SUPPLIED
C
RICHARD 1. WILLS, P.E.
Address:
AND BUILT BY TUFF SHED,
Checked By: ANY USE IS
RWILLS@TUFFSHED.COM
OTHER
FORBIDDEN BY BOTH TUFF
7 S
1777 S. HA SON STREET FSC, 7th EDITION (2020)
Jing
Date: SHED AND THE ENGINEER OF
DENVER, COLORADO 80210
IScale:
N,T,S. IRECORD
(303) 753-8833 EXT, 96315 155C
DRAWING NO.
FL-PR-SR-TR-01
0.76835
REV. LEVEL 01
SHEET
TATE 0 F
40RIDF'
PAGE 4 OF 4
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UNINHABITED UTILITY SHED UP TO 12'WIDE x UP TO 24'LON007
NOTES:
1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES
(HVHZ)
2. DESIGN LOADING:
WIND SPEED: V.tt = 155
V,,,d = 120
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN, 50 PSF (SEE DOTE 5, DETAIL 1, SHEET 3)
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 181-29 PSF (ZONE 1)
WIND PRESSURE (psT (ASD VALUES) 181-50 PSF (ZONE 2)
(BASED ON 10 SO FT) 181-74 PSF (ZONE )
WALL: 31/-34 PSF (ZONE 4)
31 t-42 PSF (ZONE 5)
HEADER NAILING:
HEADER TO STUD - 4-16d END MAIL DOUBLED HEADER
- 16d @ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT" FOR EACH SHED:
SR600 - 5-8/4" (68f4")
TR700 - 6`-8Y4" (80X4")
PR - V-8Y4" (80Y4")
Order #.
Customer:
Site Address:
Building SIZe:WOTH- LENGTH - HEIGHT -sQ FT ARE
NOTES:
1, USE 8d COMMON OR GALVANIZED SOX NAILS.
SMARTSIDE NAILING REQUIREMENTS
FOR SR60 TR700,
• 1►
x
s f ! s
FL PRODUCT APPROVALS
PRODUCTTYPE
R�
,.
SIDING (PANEL)
LP BUILDING SOLUTIONS
SIDING (LAP)
SIDING (CEMENT)
IMPACT SLIDING WINDOW
SLIDING WINDOW
nF-0 CORPORATION
TUFF SHED DOUBLE DOOR
Vif - F S H_ -ED, I N C
i SHED,
TUFF
SHED, INC,
1110111110111i
TUFF SHED, INC,
STEETUFF
STEE•PANEL/
FULL LITE DOOR
1JEL
9 LITE DOOR INSWING
,.
9 LITE DOOR s
s
••
FLOOD VENTS
i MAR VENT PRODUCT,
RIDGE VENTS
AF C06RA
ry
RIDGE VENTS
COBRA
RIDGE
RESISTANT OVERHEAD
GARAGE DOOR
JOVERHEAD DOOR CORr
-GARAGEIMPACT
ROOF
ASPHALT SHINGLES
MARLYN METALS, INC
"TUFF SHED, INC. TITLE
EN =INEERING DEPARTMENT
PROJECT NOTES
RICHAR i I. QUILLS, P.E.
RWILLS@TUFFSHED.COM
1 777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
NAILING REQUIREMENTS
im
ALL WORK SHALL COMPLY, WITH G
CODES FLORIDA BUILDING
N O
T IONAL EILECTRIC CODE,
ORDINAINICES
.MAR 3 0 2022
REVIEW DAI
I Z Pry R I L
CITY
PLAN M1NE as
� sad Id, rrrr•
DRAWING NO.
���
FL-PR-SR-TR-01
r
o. 76835
REV. LEVEL 01
SHEET
J�O a TATE OF
/rrf�f�
PAGE 1 O 4
/1tONA Ott �``�16 DEC 2021
I
w
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE
— COLLAR TIE REQUIRED ONLY AT
12' DIVIDE SLEDS, SEE TRUSS CALCULATIONS
12
4
a • ! � • i� r
� UP TO 12` WIDE
(J)BUILDING SECTION!
SCALE N.T.S.
SEE THE TRUSS
CONNECTION
DETAIL - DETAIL 2
WALL FRAMING ING TO BE
2x4 SPF #2 OR BETTER
16" Q.C.
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD BENTS AND PRESSURE
TREATED STUDS ARE REQUIRED -
ONE SQ INCH VENT
FOR EMERY ONE SQ FT
OF BUILDING
r
FLOOR DECKING
(BASE PLATE
s: J
HEADERFOR WINDOW OPENINGS UP TO 4'-0"
WINDOW
FOR SIDE WALLS
CRIPPLES (IF REQ.)
_ LEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2OPENINGS 4'-1" TO 6-0"
USE (2) 2x6 SPF #2
OPENINGS 6'-1°" TO 8'-0"
USE (2) 2x8 SPF #2
ING STUD
TRIMMER
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO 8'-0"
DOOR HEADER DETAIL
FOR CAE WALLS
SCALE: N.T.S.
TUFF SHED
• .-
Storage Buildings R Garages
.
c Address:
FACILITIESUFF SHED, MFG.
II II
i LENGTH
TRUSS TO WALL
CONNECTION [DETAIL
SCALE N.T.S.
CRIPPLE STUD
OPENINGS
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
HEADER DETAIL FOR
END WALLS
SCALE NT,S.
ROOF UNDERLAYMENT
PER FBC 1507.1.1.1(3).
MINIMUM 33/a STRIP OF
SELF ADHERING FLEXIBLE
FLASHING TAPE COMPLYING
IVUITH AAMA 711, LEVEL 3,
INSTALLED IN ACCORDANCE
TO MANUFACTURER'S
INSTRUCTIONS FOR THE
DECK MATERIAL
NAIL TO INTERMEDIATE FRAMING
4'x8'x%6" ROOF MEMBERS - REFERENCE NAILING
SHEATHING 1} SCHEDULE, SHEET 1
DIAPHRAGM
l BOUNDARY
t
TRIM
TUFT` SIZED, INC.
TITLE
DRAWING NO.
ENGINEERING DEPART?ViENT
FL-PR-SR-TR-01
BUILDING SECTIONS
RICHARD J. WILLS, P.E.
HEADER FRAMING DETAILS
REV. LEVEL 01
RWILLS@T'UFFS-1ED,COM
1777 S. HARRISON STREET
FBC, 7th EDITION (2020)
SHEET
DENVER, CC7LORf~LDO 80210
(303) 753-8833 EXT. 96315
155C
PAGE 2 OF 4
� � 4
PANEL EDGE IS NOT
ffinfif
,�� 1 llllll/t
No.Zz
76535
iQ-
STATE OF
ONA�i�t16 DEC 2021
WMAWNW, MOR
T&G FLOOR DECKING,
2X6 STEEL JOISTS
@ 24" OC
#10 X Y4" PAN -----------
HEAD SELF -DRILLING
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC,
1.
STEEL SHED FOUNDATION:
10d COMMON @ 12" O.C.---
600TI25-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
60OS1 37-054 - 16 GAUGE STEEL JOISTS G1 40 ZINC COATED
@ 24" O.C.
4" APA OR TECO RATED
(SUPPLIER: ALLIED STUDCO (JOIST: 60OS1 37-054 /TRACK:
T&G FLOOR DECKING
60OT125-054) ICC ER-4943P.
2.
Y4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
2x6 JOISTS @ 24" O.C.
DECKING, 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
(PRESSURE TREATED)
3.
FASTEN FLOOR DECKING TO JOIST & TRACKS USING
#8 x 1%" ZINC PLATED SCREWS @ 12" O.C.
16d COMMON
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
(2 PER JOIST)
4.
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
8d COMMON @ 6" O.C.
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
OPTIONAL LEVELING BLOCKS
SCREWS. REFERENCE SPACING CHART,
5.
ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
2x6 RIM JOIST EACH END
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
(PRESSURE TREATED)
AS SHOWN.
6,
USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BASE PLATE SCREW SR
BUILDING:
WIDTH SPACING
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16",
1
BLOCKS UNDER JOISTS SPACED @ 8-O" O.C. MAXIMUM.
OPTIONAL STEEL SHED BASE DETAIL 01 nflvc I fklm= T'i i t tfil IAII
SCALE N T S
-VTRIM
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
SIDING
2X4X2'---_
PART NUMBERS:
BLOCK
OT3644GPMP- %*X 36" (36" IMBED) GALVANIZED AUGER
ATTACH BRACKET TO
OT1 7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
STUD THRU HOLE IN
REPORT NO, LO-FJ90129-A
ANCHOR PLATE WITH
-OR-
Z WO x 4" CARRIAGE BOLT
OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
AND LOCKNUT
REPORT NO, LO-FJ90129-B
WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
CORNER STUD
WITH THEM IMUM LOAD OF 5,080 LBS
AUG ERANC HORS
WIDTH LENGTH # OF ANCHORS
_VA_ 6' 6'-20' 4ANCHOR S
< -24' 4ANCHORS
8� 8'
SHED
BASE
W 10, 10'-20' 4ANCHORS
a
U) 10, 22'-24' 6ANCHORS
12' 12'-16' 4ANCHORS
STUD
12' 16-24' 6ANCHORS
SIDING 4-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING,
TRIM 6-ANCHORS PROVIDE (1) AT EA.
END WALL
CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDE WALL.
ANCHOR BRACKET
TO BE FLUSH WITH
EDGE OF TRIM
OPTIONAL AUGER ANCHOR DETAIL
SCALE N.T.S.
Order
P.O. # THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
Customer:
TUFF SHED
Drawn By: PK OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
Storage Buildings & Garages
Date: 6/21/21 BUILDING TO BE SUPPLIED
Site Address:
TUFF SHED, MFG. FACILITIES
AND BUILT BY TUFF SHED.
Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
Building Size-.WOTH LENGTH - HEIGHT - SQ.11T AREA Date: SHED AND THE ENGINEER OF
f
Scale: N.T.S. RECORD
SIDING
TRIM
CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
%" X 3" SIMPSON TITEN HID BOLT,
GALVANIZED, WITH;Y4" WASHER
EMBEDMENT DEPTH = MIN Vi'
MIN. EDGE DISTANCE = 6'
ANCHOR SPACING: RE: TITEN
HD ANCHOR BOLTS TABLE,
SHEET3
WOOD SHED FOUNDATIVN:
2X6 #2 PRESSURE TREATED SPRUCE -PINE -FIR RIM JOISTS
2x6 #2 PRESSURE TREATED SPF JOISTS @ 24" O.C.
%" APA OR TECO RATED TONGUE AND GROOVE
FLOOR DECKING. 24" MAX PANEL SPAN. NO
BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1
NAIL PLYWOOD TO JOISTS AND RIM JOISTS:
BORDER: 8d COMMON SPACED @ 6" OC
EDGE: 8d COMMON SPACED @ 6" OC.
FIELD: 8d COMMON SPACED @ 12" OC.
FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO
ALLOWABLE FLOOR LIVE LOAD: 40 PSF
USE OPTIONAL CONCRETE BLOCKS AS REQ•
UIRED TO
EVEL BUILDING:
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER RIM JOISTS SPACED @ 4'-0" O,C. MAXIMUM.
OPTIONAL WOOD SHED BASE DETAIL
SCALEN.T.S
mom
%" NYLON
LOCK NUT
ZI rBASEPLATE
T FLOOR PLY
CD
STEEL
BASE
I
OPTIONAL SIDEWALL BRACKET DETAIL
SCALE N.T.S.
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT I
11' 1 14 110
(303) 753-8833 EXT. 96315
a
um
ISHEET 3 1
NIMM �
wwwww-i-i- 010#31111 al-w=0
NO uslal=
=215.
§M
A N 76835
* .,Qt
STATE OF
N
z
/fl/11111m1\0 �\' 16 DEC 2021
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
TOP & BOTTOM
>- FINISH
-CONCRETE FLOOR
GRADE_�
—d ---- ------
SLAB
REINFORCEMENT
PER NOTES BELOW
3" CLR.
P.
C0 1 -0 MIK THICKENED SLAB
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
BE WWF 6X6 W1 AXW1,4, 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. I POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
BEFORE POURING CONCRETE,
1 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
Y2`0 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 VOC.
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH I BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
JOPTIONAL CONCRETE FOUNDATION DETAIL
) SCAL-E N-T,&
I
— 3X4 20 PLATES
I EACH SIDE
18"
00
U')
C"I
34 20 GA PLATES
C14 I EACH SIDE
6-
01116,
12
4
GO
z 34 20 GA PLATES
CO
34 20 PLATES 6'-0" I EACH SIDE
I EACH SIDE
4'-0" 6,,3
------ 0- 4'_ 11116�
,211
12
12 4
36 20 GA
o
PLATES
I EACH SIDE
co
8�4'
LO 11
6'-
012' _0"
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF MAXIMUM DEFLECTION (12 FT. SPAN)
TOP CHORD DEAD LOAD = 10 PSF VERT LL: 0.06 in.
COLLAR TIED D LOAD 5 PSF VERT TL: 0.08 in.
NOTES:
FBC, 71h EDITION (2020)
ANSI/TPI 1-2014
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 24 SPRUCE PINE FIR GRADE #2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER 'rPi,
6'SRAN
REACTIONS:
MAX. VERTICAL 180 LBS,
MAX. UPLIFT: -160 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
8'SPAN
REACTIONS:
MAX. VERTICAL: 240 LBS.
MAX. UPLIFT: -195 LBS,
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10'SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS,
MAX. UPLIFT: -250 LB&
NOTE,
TRUSS MAY BE USED ON BUILDING LENGTH
UP TO 20FT UNLESS CEILING JOIST OR OTH
IT SPAN
REACTIONS:
MAX. VERTICAL: 390 LBS.
MAX. UPLIFT: -285 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTH]
I IP M 94FTA KI, _r_P1I,1Nr-t_1aI.ST () R QTH
REP MEMBER INCREASE: YES ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO D / IN
LUMBER D.O.L.: 1.25 ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. 7 SO
WIND:
ASCE 7-16,155 mph, Exposure C, D.01.=1,60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC-ES #ESR-1082.
P.O. #
THESE DRAWINGS AND THE
DRAWING NO.
TUFF SHED, INC. TITLE
DESIGN ARE THE PROPERTY
:omer:
Drawn By: PK
OF TUFF SHED, INC. THESE
ENGUNEERING DEPARTMIENT
T
FL -PR-SR-TR-01
N 5
DRAWINGS ARE FOR A
TRUSS DETAILS
Address,
Date: 6/21121
BUILDING TO BE SUPPLIED
FJCHARD J. WILLS, P.E.
REV. LEVEL 01
Checked By:
AND BUILT BY TUFF SHED.
ANY OTHER U IS
RWfLLS@TUFFSHED.COM
SHEET
S ATE OF
FORBIDDEN BY BOTH TUFF
1777 S. HARRISON STREET FBC, 7th EDITION (20 20)
P i,'
0 R I
Jing Size: MUTH -LENGTH -HEIGH T - SQ, FT.,kREA
Date-
SHED AND THE ENGINEER OF
DENVER, COLORADO 80210
155C
IN
. .. ! ;*, .1%,
iII P N\N
Sle-, N.T.S.
ca11111
RECORD
33 EXT� 96315
(303) 753-88-
PAGE 4 OF
, �X\N
1voO
16 DEC 2021
rcuSign Envelope ICE: 54F3iDC2-3497-4915-A593-61717575�C79E
CERIIFIEDTO:
ANTHONY DWAYNE T MLIN AND MELI5SA I.YNN TOMLIN, SUNSTATE TITLE AGEMY, INC,;
FIDELITY NATIONAL TITLE INSURANCE COMPANY, ONC NA11ONAL RANK
61TH AVENUE
•
_fir �I1.�'
cry
°
m
t
o.i PI P IBC d , v
10
Lot 1
Block
Of Lot ;
LNBO-4 -49-W MOV (D)
Lot 1 Stock 2
8�
N28*26'43"E
0
ML4,MI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (7 6) 315- 599
xrrlddfead.
-NOTICE OF ACCEPTANCE
GAS
1 Campus Drive
rslpnxrn, NJ 07054
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
t
me acceptea T.
ma Tur quanty ussurunuu purl)MUS. TT mis prouuct or mate
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
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.
RENEWAL
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.
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,",x duct or ",r cess, Misuse of this NOA as an endorsement of anVi 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.
in the applicable building code negatively affecting the performance of this product.
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 N0. 18-1023.10 and consists ofpages 1 through 8.
The submitted documentation was reviewed by Jorge L. Ac bo.
19-0917.02
RoOFING VENT APPRovAL
cats Ord Roofing
Sub -Category: Underlayment
Material: S StPdlypropylenel sphalt
SCOPE-6
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 BuildingCode and the High Velocity
Hurricane Zone of the Florida Building Codex
PRODUCTS S ' a
Test
Product
Product Dimensions
Specification
De c i do
WeatherWatch* 3 " x 50' rolls
ASTM 11970
Granular surfaced modified, fiberglass reinforced,
Mineral Surfaced Leak 6" x 66.7' rolls
bituminous sheet material for use as a leak barrier
Barrier
underlayment in sloped roof assemblies. Designed
ManufacturingMant4facturing
as an ice & rain shield.
Location # 1, 8,1 ,1
Sturm ard" Film 36" x 66.7' rolls
ASTM 1D1970
Modified, fiberglass reinforced; bituminous sheet
Surfaced Leak Barrier
material for use as a high temperature leak barrier
Manufacturing
d rla " ent in sloped roof assemblies. Designed
Location '# 1, 8
as an ice & rain shield,
Libertr S S Self 39_318" x 66' rolls
ASTMD1970
Self -adhering SBS roof membrane.
AdheringBase/Ply
ASTM 14601
Shed
Type ll
Manufacturing
Location # 1,
ck-fir r"m Premium " x 222' rolls
Deck -Armor "
ASTM D226
A -stabilized polypropylene breathable
Breathable Roof Deck 48" x 250' rolls
Type 11
underlayment. To be used for roof deck ,protection
Protection 48" x 100' tolls
as an underlayment in sloped roof assemblies.
Manufacturing
Location # 7
Tiger 1Pa "m Premium 48" x 250' rolls
ASTM D226
A -stabilized polypropylene non -breathable
Roof Deck Protection " x 100' rolls
Type ll
underlayment. To be used for roof deck protection
Manufacturing
as an underlayment in sloped roof assemblies.
Location # 2, 4 , 7,1,
11,1
belt usterl ugh- S" x 250' rolls
ASTD2 6
A -stabilized polypropylene non -breathable
Traction Synthetic
'Type ll
underlayment. To be used for roof deck protection
Roofing Felt
as an underlayment in slipped roof assemblies.
Manufacturing
Location # 6, 7,13
A o.:1-0917.02
E Expiration Date: 0 t22l23
. r Approval date: 10/15/20
Page 2 of
PRODUCTS DESCRIPTION'.
Test
Product
Product
Dimensions
Specification
sir it tiffl
Shingle- ate Roof
36" x 1441 rolls
ASTM D226
Fibcr ass -reinforced asphalt felt underlayment. T
Deck Protection
Type II
be used for roof deck protection as a
Manufacturing
underlayment in sloped roof assemblies.
Location # 3,16
Liberty' SA Glass Cap
3 -3/8 " x 34' rolls
ASTM D 1 70
Granular surfaced modified, fiberglass reinforced,
Sheet
ASTM D6163
self -adhering SBS roof membrane.
Manufacturing
ASTM D7 30
Location #
AFGLAV Ply 4
39.37"
ASTM D 1'78
Asphalt impregnated glass felt with asphalt
Manufacturing
(1 meter) Wide
Type IV
coating.
AF° I,A " FlexPlr 6
3937"
ASTM 1 2178
Asphalt impregnated glass felt with asphalt
Manufacturing
(1meter) Wide
Type VI
coating.
Tri-Ply* Ply 4
39.37"
ASTM D2178
Asphalt impregnated glass felt with asphalt
Manufacturing
(1meter) Wide
Type IV
coating.
Location # 8, 9
1. Mt. Vernon, n, IN
28 Mission, British Columbia
. Pryor, Cif
4® Qingdao, China
5® Charleston, SC
. Spartanburg, SC
7< Dadra, India
. Savannah, GA
9. Fontana, CA
10. %learner, LA
11. Umerkui Kilvani, India
12. Parzai, India
13. Richmond, VA
14. Arkadelphia, Ali
15. Tuscaloosa, AL,
1. Shafter, CA
N A No.: 1 -0 17.02
COUNTYExpiration Date: 02/22/23
� Approval Date: 1 /15/20
Page 3 of 8
EVIDENCESUBMITTED'.
imkAgma
Test Idntifie
Test N ' a ort
Date
Intertek Testing Services NA Ltd.
3077464-01
ASTM D1970
0 /23/0
3090131
Wind Uplift d Self S alability
0 /23/06
10025 5 3CO -010A
ASTM 1226 Type II
01/11/11
10067381 O -003
ASTM D226 Type II "
0 /13/1
101572890 OQ-005
ASTM 1226 Type II
04/17/14
T 549a02-106-1 -R0
ASTM 1226 Type II
11/08/1
PRI Construction Materials
R-023-02-01
ASTM D479
05/16/07
Technologies, LL .
GAIT-112-02-01
ASTM D226 Type 11
0 /1 /06
GAF-2 S-0 -01
ASTM D1970
0 / 3/10
GAIN-3 3-02-01
ASTM D1970
11/30/11
GA -3 4- 2-01
ASTI 1 '70
11/30/11
G-325-02-01
ASTM >1970
11/30/11
GAIN-3 6-0 -01
ASTM DI970
11/30/11
GAF-275-0-01
ASTM I970
1 /11/1
G -34 -0 -01
ASTM 11970
04/23/1
GAIj-339-02-01
ASTM D226 6 Type I
03/1 /1
ELK-311-02-01
ASTM D1970
09/11/07
GA1i-4 6-02-01
ASTM D226 Type 1
09/2 /13
GAIN-51 -02-01
ASTM 1226 Type 11
0 /0 /14
GAF-818.02-01
ASTM D 53
12/06/17
GAS-829-02-01
ASTM D226 Type,Il
01/15/1
G -314- - 1
ASTIR D2178
07/21/11
GA °-315-02-01
ASTM 1217
07/21/11
C AT- 26-02-01
ASTM D226 Type II/ASTM D 53
07/12/1
GA - 47-02-01
ASTM D226 Type 11/AST11/ASTM D4533
06/05/18
GAF- 14-02-01
ASTM D226 Type II/ASTM D4533
04/11/1
376T0012
ASTM D226 Type II
07/16/19
37 TO 18
ASTM D226 Type 11
0 /01/1
376T0032
ASTM D1970
10/ /1
376T0054
ASTM D226
0 /19/ 0
Trinity-R
GAF"-�SC13255.17-1
ASTM I71 70
03/0 /17
C1 -S 1 S5.17-3
AS D1970
03/0 /17
G-SC13285.17-4
ATM D1970
03/08/17
GAF-SC13285,17-2
ASTM I4601 Type II
03/0/17'
G -S 9700<0 .15-R1
ASTM D217
02/0 /17
GAF-SC12915.09.17
ASTM D1970
12/11/17
G -S 12915.09.17
ASTM T 6163
12/11/17
GAIT-SC12915.0 .17
ASTM D7530
12/11/1.7
MO ETC, LLC
4 -CT-18-001.01.19-1
ASTM D 178 Type IV
01/ 2/19
4S-GAF-18-001 .01. 19-1
ASTM D2178 'Type VI
01/02/1
t o No.:
1-0917.02
CHAM NExpiration
bate:
0 /22/2
Approval Date:
10/15/20
Page 4 of
APPROVED ASSEMBLIES'.
Wood, non -insulated
19/32" or greater plywood or wood plank
Deck Type 10
Deck Description:
System (1)c
Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet Two plies of ASTM D 226 Type I or Shin , g le-matel Rodbeck Protect ion OR one or more plies
of ASTM D 226 Type 11, Deck-Armpim Premium Breathable Roof Deck Protection, FeltBusterO
Higli-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 61' oc. at the laps and staggered rows 12" o.c. in a grid pattern in the field of the roll.
1f 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 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 Class Crap Sheet, or Liberty' S13S Self-AdheringBase/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 WeatherWatch'
Mineral Surfaced Leak Barrier, or Sto G ' 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 (2): Membrane mechanically fastened to deck.
Separator Sheet: One or more plies of GAT' GA GLASO Ply 4, GAFGLASO FlexPly"' 6, Rosin Paper, ASTD
226 'Type I or Type II, Shingle -Mate" Roof Deck Protection, Deck-ArmorTm Premium Breathable
Roof Beek Protection, PeltBuste " High -Traction Synthetic Roofing Pelt, or 'Tiger Paw'
Premium Roof Deck Protection loose laid.
Membrane: One or more plies of WeatherWatcO Mineral Surfaced Leak Barrier, StorinGuare Film
Surfaced Leak Barrier, Liberty"" SA Glass Cap Sheet, or Liberty' S1 S Self-AdheringBase/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 " 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.
omcouwry Expiration Date: 02/2
Approval Date: 10/1
Page
Deck Type 1.
Wood, non -isolated
Deck Description:
'9/32" or greater plywood or wood plank
System (3)gi
Anchor sheet mechanically fastened to deck, membrane adhered.
Secondary Water
Install a mini 4" wide WeatherWatco Mineral Surfaced Leak Barrier, L iberty�' SBS Self -
Barrier: ier:
AdheringBase/Ply Sheet, L ibere SA Glass Cap Sheet, or Sto CTai e Film Surfaced Leak
(Optional)
Barrier membrane over the joints of the plywood roof deck prior to installation of the base sheet.
o 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. Igo not leave the WeatherWatch* Mineral Surfaced Leak -
Barrier, or StormGuare 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 -late" Roof Deck Protection OR one or more plus
of ASTM D 226 Type II, Deck -Armor m Premium Breathable Roof Deck protection, F It aister*
High -Traction Synthetic Roofing felt, or Tiger Paws` Premium Roof Beck 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 daps and staggered rows 12"° o.c. in a grad pattern in the field of the roll.
If roof is exposed to in/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 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 good plank
System (4)a
Anchor sheet mechanically fastened to deck, membrane adhered.
BaseSheet:
Two plies of ASTM D 226 'Type I or Shingle -Mate' Roof Deck protection OR one or more dies
of ASTM D 226 Type;11, Deck -Armor"" Premium Breathable Roof Deck Protection, Felt uster
High -Traction Synthetic Roofing Felt, or "Tager Paw Premium Roof Deck Protection with a
minimum " 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`e o.c. in a grad 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 Moth duct tape (follow the tape's manufacturer's
installation instructions), Always apply tape over all fasteners at the center oft e roll or the end
laps to help prevent rain or snow from entering at the fastri hers.
Membrane:
One or more plies of Sto (mare Film Surfaced Leak Barrier membrane with a mini 4"
side lap and 6" end lap; Place the first course of membrane parallel to the eaves rolling the
membrane to obtain maximum contact. Remove the release membrane as the membrane i
applied.
Surfacing:
Approved.. for Metal roofing, date, and Asphalt Shingle assemblies.
NOA No.: 19-091 .02
CMIAMIMMADMMECOUNTY
Expiration ate: 0 / 2/23
Approval ate: 10//20
Page 6 of
LimmuoNs.,
1. Fire classification is not part of this acceptance.
2. WeatherWatcO Mineral Surfaced Leak Barrier, StormGuare Filar Surfaced Leak Barrier, L,iberty m S S Self -
Adhering se/Ply Sheet, Liberty'm SA Glass Cap Sheet, Shingle -Mate' Roof Deck Protection, Deck-Armor'�
Premium Breathable Roof Deck Protection, FeltBuster" High -Traction Synthetic Roofing Felt, and Tiger Pawl
Premium Roof Deck Protection shall not be used as roof the underlayment.
. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. WeatherWatch' Mineral Surfaced Leak Barrier, StonnGuare Film Surfaced Leak
Barrier, Liberty' S S Self -Adhering Base/Ply Sheet, Libertym SA Glass Cap Sheet, Shingle -Mate" Roof Deck
Protection, Deck -Armor"" Premium Breathable Roof Deck Protection, FeltBuster" High -Traction Synthetic
Roofing Felt, and Tiger Pa'm Premium Roof Deck Protection shall be installed in strut compliance with applicable
Building Code.
l
E �
i
i
t v
I
i
1
gw All nails in the deck shall be carefully checked for protruding heads. lie -fasten any loose decking parcels. Sweep
the deck thoroughly to remove any dust and debris prier 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. moll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas,
A No.: 19-0 17.02
0 Ott N T Y Expiration ate: 02/22/ 3
Approval Date: 10/1 /20
Page 7 of
LimiTATIONS'.
11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current product Control
Notice of Acceptance d applicable Building Code.
12. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Cody and
Rule 6 t G 0-3 of the Florida Administrative Code,
3, All membranes or packaging shall bear the imprint or identifiable marking of the anufa er°s name or logo, city
and state of manufacturing facility, and the following statement: "Miami -Dade County Product ControlApproved"
or the Miami -Dade County product Control Seal as shown below. ,
C
as �END OF THIS ACCEPTANCE
NOA No.: 19-0917 02
CMIAMIe Expiration Date: 02/22/23
� .. Approval Date: 10/1 / 0
Page 8 of
F4 #
FL22202-R4
Application Type
Code Version
Application Status
7Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Technical Representative
Address%Phone/Emai
"PB
Referenced Standard'and Year (of Standard)
sulte4ob
Denver, CO 80210
b.
Testis Saurey
bgrimes@tuffshed,carrs
Patrick
In7 $ Harrison Street
Denver,
c�
Exterior Doors
Swinging Exterior Door Assemblies
on Mark or Ustin
:�R
3r212021
Florida` Building Code Online
Product Approval Method
Method 1 option -A
Date Submitted
01/21/2021
Date Validated
01/21/2021
Date Pending FBC Approval
Date Approved
01/ 6/2021
Somme of o to ,
FL Model, Number or Name
Description
22202.1 Side -hinged Wood Shed Door
Side -hinged Wood Shed Door (Outswing - Double Door)
(Outswing „ Double or)
Maximum Size 0.2S" wide by 8411 high
Limits of use
Certification Agency Certificate
Approved for use in HVHZ: Yes
Approved for use ioutside HVHZi Yes
Quality Assurance Contract Expiration Date
Impact Resistant- N/A
06/14/028
Design Pressure: +42/-42
Installation
Instructions
Other. Structural only
-�,
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
Side -hinged Wood Shed Door (Outswing - Double; r) HVH2
(Outswing Double Door) HVHZ
Maximum Size 80.2 " wide by 84" high
uniflita of Use
Certification Agency Certificate
Approved for use In HVHZ® Yet:
Approvedfor use,ou a HVH - Yes'
Qualitysaran Contract Expiration to
Impact Resistant. N/A
06/14/ 028
Design PreSsunW.,+54/-54
Installation Instructions
Other: Structural only
Verified 8y- 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 m Single Door)
or)
(Outswing Single Door)
Maximum Size 56" wide by 83.7511 high
Linalts of Use
Certification Agency Certificate
Approved for use In HVHZs Yes
tI 84 a 'cif'
Approved for use outside HVI4 a'Yes
Quality Assurance Contract Expiration to
impact Resistant: N/A
06/14/20 8
Design Pressure. +42/-42
Installation Instructions
Other- Structural only
J, f
Verified By: Window and Door Manufacturer Association
Created by Independent Third Party,
luation Reports
Created by IndependentThird Party:
2202.4 Side hinged Wood Shed Door
Side -hinged Wood Shed Door (Outswing ® Single Door) HVH2
(Outswing Single Door) HVH2
Maximum Size 6" wide by 83.75" high'
11mits of Use
Certification Agency Certificate
Approved for use In HVNZ. Yes
EUZZQLKISL�1�1&
Approved for use outside HVHZ: Yea
Quality Assurance Contract Expiration pate
impact assistant. N/A
06/14/2028
Design P ` ., +54/-54
installation Instructions
Other: Structural only
Verified rya Window and floor Manufa rer Ass 'anon
Created by Independent Third Party.'
Evaluation Reports
Created by Independent Third Party.
sass Et
Caftm=::
State of Florida is an EEO omployor..Q _
UndueFlorida law, email addresses we public records. If you do not want
mail to this entity. instead, contact the office by Rhone or by traditional mail.
your e-mail address released in response to a public recordsrequest, do not send electronic
if you have any questions, plea"contact 850.487.t 95. *pursuant to section 455.275(1);
Darwrilftnt with an ernall address if they have oho. the smalls
Florida statutes, effedwo October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the address' 1488 se
provided may be used for official communication with the licensee. However email addresses are public retard, if you do sot wish to supply a personal JNM
provide theDopertment with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F s., please dick
Product Approval Accarptio
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Product Approval
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Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product manufacturer LP Building Solutions
Add s/Phone/Emall414 Union Street Bank of America Plaza
Suite 2000
Nashville, TN 37219
(352) 425-7457
cw.mecomber*lpcorp.com
Authorized Signature CW Macomber
cw.macomber@lpcorp.com
Technical <Representative CW Macomber
Address/Phone/Emall 5712 SW 40th Place
ticalo, FL 34474
(352) 425-7457
cw.mecomber*ipcorp.com
Quality Assurance Representative CW Macomber
address/Phone/Small 5712 SW 40th Place
Ocala, FL 34474
(352) 425-7457
cw. comber*lpcorp.com
Category Ir Panel gall
Subcategory Siding
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, A.E.
Evaluation Report
Florida License PE-49497
Quality assurance Entity APB TJXj Engirt red Wood Association
Quality Assurance Contract Expiration Date 1 /31/2 3U
Validated By 3 m 13uekner, P.E. 0 CEUCK Engineering
Validation Checklist ® Hardcopy Received
Certificate of Independence rr� R9 rrtifica o Indelg
Referenced Standard and year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Cone
1405
1604.3>1
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111 021 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
[Sate Validated 10/22/2020
Date Pending FBC Approval 11/03/2020
Date Approved 12/15/2020
Ua of Products
c Model, Number or Name oescelption
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
� r r wood Association
ImpactApproved outside Createdesistant- No by IndependentPatty:
Design
EvaluationOther- Refer to s; t. y * l .t 1
resistant. In HVHZ, must be Used In conjunction with approved =02
impact resistant product except for uninhabitable structures Created by Independent Third Party-, Yes
such as sheds.
Limits o, Use
Approved for use In HVHZ: Yes
Approved for t r
Impact Restistani No
Design Pressure: N/A
Othell Refer to Evaluation Report. Product Is not Impact
Impact resistant product a for r t t r
Independentsuch as sti
Created by i Party: Yes
t LP SmartSide Strand Substrate Lap KI
i iIt Approved for use in HVHZ: Yes I
Mgt
and Panel Siding
Limits of Use
Approved for use outside "V"Z: Yes Verified By: APA - The Engineermed Association
DesignImpact Resilstarl No C I reated by Independent Third Party, Yes
k. i 11 i r r
The State of Florida Is an AAJEEO employer, AMS91110tL511ft(oll RaftlildItiftmot
Under Florida law, emall addresses records. If you do nol your e-mail address released In,respow to a public -record§ request, do not send eir,
HE
Credit Card
fiesafe
M
Do Kim & A9380CIATE:13p LLC
CONSULTING STRUCTURAL ENGINCIER8
Florida Board of`Engineers Certificate of Authorization No. 2 887
Date: October 9, 2020
Florida Product Approval: #FL 9190-
Product 'Category: Panel Walls
Product sub -category: Siding
Product Name: LP SmaitSide Strand Substrto Siding
Manufacturer: LP Building Solutions
414 Union Street, Suite 2000
Nashville, TN 37219
(SS )520-0325
Scope:
This product evaluation report issued by Igo Kim &Associates, LL,C and Do Kim, P.E. for LP Building
Solutions is based on Florida Department ent of Business and Professional Regulation Rule 61 G20-3 Method
(2) (b) of the State of Florida prod t Approval, Re-evaluation of this product shall be required following
pertinent Florida Building Made modifications or updates.
Do Kim & Associates, L LC 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 . the approval process
of the product named herein, This product has been evaluated for use in locations adheringto the Florida.
Building Code 7th Edition (FBC)e
Digitally signed
Do Y by Do Y Kim
.2,002
e
P.O. Box 10039 811857.9955
TFL33679 Sheet 1 of
s:
Applicationa.
Engineered# i Product F
Jointc. Report
h # and i :!
Wood Association, Tacoma,WA,
Reissued April 2020.
Buildingi 14, Installing LP Smattside 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#.
BoardVertical Siding for
HR!
Approved2. Testing
a. :h4ls
reportsreferenced:1. Testing per '; { For the Approval
Wood-baseDurability of
Methods.
Lumber • Wood -Based Structural Material.
Fasteners,3. ASTM D1761-06 Standard Test Methods for Mechanical
Wood.
ReportNo. 78294.01-401-18
for Non-linpact Resistant
Building
# r Components Uniform Pressure
203-94, Criteria fori
Pressure r • #
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)..
Substrate5. Application Instructions
a. Strand o
i. installation fastening requirements as • r and Joint
Evaluation Report ESR-1301 documentsreviewed and evaluated by
P.E.Do Kim, andfor rationalbeen
determined to be in accordance to accepted engineering practice. Installation
loads per +: and Joint EvaluationReport
designminimum pressures as determinedinaccordance
P.O. Box 10039 813.857.9955
Tampa, FL 33679 Sheet 2 of4
DO KIM & ASSOCIATES, L
6. Applicable F C Sections
a. Chapter 14 Exterior Wails
i. 'Section 1404.1 Genera
ii. Section 1405.2 Feather Protection
iii. :Section 1405.5 Food Veneers
iv, Section 1405.17 Fastening
. Chapter 16 Structural Design
i. Section 164.3.1 Defections
I Section 1609.1 Applications
iii. Section 1616 3.1 HV14Z Allowable Deflections
c. Chapter 23 'good
L Section 2304.6 Exterior Wall Sheathing
I Seefion2304.6.1 mood Structural Panel Sheathing
iii Section 231 .1.11
7. Other
a. Quality Assurance of LP SmartSide Strand Substrate products by APA - The Engine
Wood Association (F13C Organization #QUA2521) that manufacturer is within a quZI
programassurance this produaunx
P.O. Box 10039 813. 57.9955
Tampa, FL 33679 Sheet 3 ,of 4
;;:
Limitations and Co, . .
1. This, product has bemdegigned and tested in accordanceBuilding
z
2. No missile impact resistance testing has been cond3. Each ucted.
. above shall be installed in strict
productEvaluation Document along with all components noted herein,
4. Use of each l i rEvaluation
fire-treated5. Fire-resistant construction: Wood structural panels that are not have been shown to
meet a Class III Ir C) category for flame spread.
construction accordance i 1 AP " Product Guide.
Systems, Form W305.
and allowable spans per rEvaluation
accordance1 in non-HVHZ per Chapter 16 Table 1604.3 deflection limits. Deflection
r allowable spans per Product Approval i 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 i.einswbich are permanentlymstallei shall be protected against corrosion,
contamination,i other such damage,
P.O. Box 10939 813.857.9955
TamM FL 33679 Sheet 4 of
I Campus Drive FL1012 -R31
Parsippany, NJ 07054 Cate of issuance:01/03/200
(600) 766-3411 Revision 33: 0/0/221
SCOPE«
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
Construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nierninen,
P.E. for use of the product under the Florida Building Code, The product described herein has been evaluated for
compliance with the 7tn Edition (0 0) Florida Building Code sections noted herein.
sITiOm GAF Asphalt hoof histfes for use'l r3C ort«FiFi jur�sictio
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein and F C 1507.2.7.1 / R905.2m6.1
CONTINUED COMPLIANCE: This Evaluation Report invalid 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 NEIVIO ETC, LIaC of any
changes to the pro uct(s), the Quality Assurance or the production facility location(s). NEW ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval dumber (FL ) preceded by the words "NEMO Evaluated" may be displayed
in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INsPEC'riON: 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 R.
Prepared
i
x* .
8 1 � The facsimile seal appearing was authorized by Robert
Robert J.M. Nieminen, P.E.
r , , Nieminen, P.E. on 0$J04/2021. This does not serve as an
Florida Registration No. 59166, Florida L?CA ANE'1983 � o� 1, electronically signed document.
,:"' �+ase�xit+=six
CERTIFICATION of 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 N€eminent P.E. dozes 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 Nleminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEW ETC, LLC nor Robert Nieminen, P.E. are, in any way, the [designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
@2018 MEMO ETC, LLC
Sub -Category:
Asphalt Shingles
Compliance Statement:
GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance With the
following sections of the
7rh Edition (2020) Florida Building Code through testing in accordance With the following
Standards. Compliance
is subject to the Installation Requirements and limitations Conditions of Use set forth
herein.
Section
PMerty
Standard `
r
1507.2.4, R905.2.3
Material standard
ASTM D1970
2015
1507.2.5, R905.2.4
Material standard
ASTM D3462
2010
15071.7.1, R905.2.6A
Wind Resistance
ASTM D3161
2016
1507.2.7A, R905.2.6,1
Wind Resistance
ASTM D7158
2019
1507.2.7.1, 11905ZI5A
Wind Resistance
TAS 107
2020
ED Mi
Exarrrirr tion
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
0-1/13/2012
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 5878)
ASTM D3462(CA-S)
376TO135
02/05/2021
PRI (TST 5878)
ASTM D3462(IN-MV)
376TO163
04/20/2021
UL (TST 1740)
ASTM D3462
93NK6295
11/29/1993
UL (TST 1740)
ASTM D3462
99NK43835
01/12/2000
UL (TST 1740)
TAS 107
94NK9632
03/29/2000
UL (TST 1740)
ASTM D3462
01NK06632
02/02/2001
UL (TST 1740)
ASTM D3161, TAS 107
01NK9226
05/21/2001
UL (TST 1740)
ASTIVI D3161
01NK37122
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
03CAS367
03/11/2003
UL (TST 1740)
ASTM D3462
03NK26444
10/17/2003
UL (TST 1740)
ASTM D3462
04NK13850
06/07/2004
UL (TST 1740)
ASTM D3161
04NK13850
06/23/2004
UL (TST 1740)
ASTM D3161
04NK30546
03/10/2005
UL (TST 1740)
ASTM D3462
04NK22009
05/06/2005
UL (TST 1740)
ASTM D3161
04NK22009
05/09/2005
UL (TST 1740)
ASTM D3462
OSNK27924
02/10/2006
UL (TST 1740)
ASTM D3161
OSNK27924
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
NEMO FTC, LLC Evaluation Report 01506.01,08-R33
Certificate of Authorization #32455 7T" EDITION (2020) FOc NON-HVHZ EVALUATION F110124-R31
GAF Asphalt Roof Shingles Revision 33:08/04/2021
Page 2 of 8
NNEMOjetc.
kntlw Exa innti n &eference Rate
UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007
UL (TST 1740) ASTM D3161, 07158, D3462 08CA06100 03/13/2008
UL (TST 1740) ASTM D3161, D3462 07CA55908 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 10CA35554 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 IONK11951 10/30/2010
UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070 11/04/2010
UL (TST 1740) ASTM D3161, D7158, D342 08CA06100 01/30/2010
UL (TST 1740) ASTM D3161, D7158, D3462 10CA53934 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/ 011
UL, U.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012
UL, U.C. (TST 9628) ASTM D3161, D7158, D3462 12CAS8151 02/15/2013
UL, LLC, (TST 9628) ASTM D3161 1CA38083 02/26/2013
UL, U.C. (TST 9628) ASTM D3161 13CA32332 06/18/2013
UL, U.C. (TST 9628) ASTM D3161 13CA37934 08/02/2013
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015
UL, U.C. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016
UL,;LLC. (TST 9628) ASTM D3161, D7158, D3462 4788717529 09/09/2016
UL, LLC, (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, U.C. (TST 9628) ASTM D3161, D7158 D3462 4788932264 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, U.C. (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. (QUA9625) Quality Control Service Confirmation 10/18/2018
UL, U.C. (QUA 9625) Quality Control Florida BCIS Current
TA13LE 1: ASPHALT SHINGLE COMPONENTS
Type Product Description Material Plant(s)
Standard
Pro-StartO Starter Strip Shingles
(fka, Pro -Start' Eave/Rake Starter <starter strips for asphalt roof shingles ASTM D3462 CA-S, IPA-MV, TX-D
[Accessory Strip Shingles)
Starter mineral -surfaced, fiberglass -reinforced, self -
Strips QuickStartO Peel &: Stick Starter adhering SBS modified bitumen starter strip,
Roll nominal 9-inch x 33 ft roll, for use with ASTM D1970 CA-S, IN-MV
asphalt shingles with exposure of 6-inch or
NERCO ETC, LLC Evaluation Report 01 06.01.0 R33
Certificate of Authorization #32455 7Ta EDITION (202 ) FOC NON-# VHZ EVALUATION FL10114-R31
OAP Asphalt Roof Shingles Revision 33; 08/04/ 021
Page 3 of 8
NNEMOjetc.
`CABLE 1e ASPHALT SHINGLE COMPONENTS
Type Product Description Material Plant(s)
Standard
color -coordinated starter strips for use with
StarterMatch® Starter Strip Grand Canyon'_and Grand SequoiaO series
asphalt shingles. StarterMatch are installed ASTM D3462 CA-F
Accessory Shingles as the second starter for Grand CanyonO and
Starter Grand SequoiO series installations
Strips WeatherBlocker" Premium
Starter Strip Shingles (iu
WeatherBlocker�"" Premium starter strips for asphalt roof shingles ASTM D3462 IN-MV
Eave/Rake Starter Strip Shingles)
Marquis WeatherMax" IN-MV
fiberglass reinforced 3-tab asphalt roof AL, CA-F, FL, GA, IN -
Royal Sovereign" shingles ASTM D3462 MV, PA, TX-D
Sentinels GA, IN-MV, TX-D
Camelot" 11 IN-MV
Fortitude PA
Glenwood8 IN-MV
Grand Canyon' CA-F, IN-MV
Grand Sequoia6 CA-F, IN-MV
Grand Sequoia" IR CA-F, IN-MV
Grand Sequoia" ArmorShield" CA-F
Grand Sequoia' AS CA-F
TimberlineO American HarvestO AL, CA-F, IN -MC; PA
TimberlineO AH AL, CA-F, IN -MC, PA
TimberlineO ArmorShield" 11 TX-E
TimberlineO AS 11 TX-E
Timberline" Cool Series CA-F
Asphalt Timberline' CS CA-F
Shingles fiberglass reinforced, laminated asphalt ASTM D3462 AL, CA-S, CA-F, FL, IN -
Timberline HDO roof shingles MC, MD, MN, PA, TX-
D, TX-E
AL, CA-F, CA-S, FL, IN -
Timberline® HDZ'"° MC, MD, MN, PA, TX-
D, TX-E
Timberline" Natural Shadow" AL, CA-S; IN -SIC, MD,
MN, PA, TX-D, TX-E
AL, CA-S, FL, IN -MC,
TimberlineO NS MD, MN, PA, TX-D, TX-
E
Timberline Ultra HD® AL, CA-S, IN -MC MN,
PA, TX E
Timberline6 UHD AL, CA-S, IN -MC, MN,
PA, TX-E
Woodland" IN-MV
SlatelineTI fiberglass reinforced 5-tab asphalt roof ASTM D3462 IN-MV
shingle
Seal -A -Ridge® ArmorShield" GA
Hip & Seal A -Ridge@ AS _.,�® GA
.°�•� � fiberglass reinforced, hip andridge
Ridge Seal-A-RidgeO Ridge Cap Shingles ASTM D3462 GA, IN-MV
asphalt roof shingles
Shingles Timbertex" Premium Ridge Cap IN-MV
MEMO ETC, LLC Evaluation Report 01506.01.08-R33
Certificate o}Authorizotion #32455 7T" EDITION (2020) F0C NON-H` HZ EVALUATION FL10124-R31
GAF Asphalt Roof Shingles Revision 33, 08/04/2021
Page 4 of 8
5,5,1 Classification hu A4ZTm 715 e
ASTM D715 , Class H applies only to exposure category 8 or C and a building height of 60feet 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.
MEMO ETC, LLC Evaluation Report 01506.01.08-R33
Certificate of Authorization #32455 7T" EDITION (2020) FBC NOES-F#VHZ EVALUATION FI.10124-R31
GAP Asphalt Roof Shingles Revision 33: 0 /04/202
Page 5 0f
I ABLE Z5. WINDC ' . SIFICATIONS, bTARTER bTRIP .AND I
Type Product
Pro -Start' Starter Strip Shingles (fka, Pro-StartO Pave/Rake
Starter Strips Starter Strip Shingles)
Weather6locker'" Premium Starter Strip Shingles (fka,
WeatherBlocker° Premium Eave/Rake Starter Strip Shingles)
Seal-A-RidgeO ArmorShieid
Hip ills Ridge Seal-A®Ridge" AS
Shingles Seal-A-RidgeO Ridge Cap Shingles
TimbertexO Premium Ridge Cap Shingles
ASTM D3161, Class F
ASTM D3161, Class F
ASTM D3161, Glass F
ASTM D3161, Class F
ASTM D3161, Glass F
ASTM D3161, Glass F (sealant
required, See Section 6)
56 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. ,
producedRefer to the Product Approval of the component manufacturer for components that are
reportManufacturer other than the
6.1.1 Roof deck, slope, underlayment and fasteners shall comply with F6C 1507.2 / R905.2 and the shingle
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 F6C Sections 1507.2.3, 1507.2.4 or 11905.2.3.
6.1.3 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FRC 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 FRC Section 1511 or R908 and GAF published installation instructions.
6.2.1 Installation of Pro-StareO Starter Strip Shingles (fka, Pro -Start' Eaye/bake Starter Strip Shingles), WeatherRlockerlm
Premium Starter Strip Shingles (fka, Weather6lockerlm Premium Eave/Rake Starter Strip Shingles) and QuickStartl
Peel & Stick Starter Roll shall comply with the GAF current published instructions.
0 AP�Ii.TILEsa
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 FRG 1507.2.7 or R905.2.6, with the following exceptions;
Camelot' It, Grand CanyonO, Grand Sequoia", Grand SeguolaO IR, Grand Sequoia' ArmorShieldO, and
Woodland" require minimum five (5) nails per shingle.
SlatelineTm requires minimum six (6) nails per shingle.
NEMo ETC, LLC Evaluation Report OSS06.01,08-R33
Certificate of Authorization #32455 7TH EDITION (2020) F C NON-HVHZ EVALUATION Ft10124-R31
GAF Asphalt Roof Shingles Revision 33: 08/04/2021
Page 6 of 8
ONEMOjetc
63.2 Fastening for FortitudeO, Timberlinee' AH, TimberlineO CS and TimberlineO HDZTm; slopes 2:12 up to 21:12
39-3/8" (1 m)
11-Sff- 14-oF r296mm- Mmmj 175,77 - 147,71-295Z,377"")
64m)
24T (18'mm - Man) (T 2- W'(11mm
TARGET MAIL ZONE
ZONA OBJETIVO DE CLAVADO
5-13f1w- 7-518'(148mm - 11,;4mm,
6 7/8"
U74 i ) Fj F]
STANDARD MAILING PATTERN:
Nail shingles approximat* 6 7/8'(174 stem) from bottom of shingle, in nailing area, as shown. Nails must not be exposed. Not for use on
Mansard roofs (21:12 slope and atroNjj.__
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required.
M
Contact the GAF for details.
Fastening for FortitudeO, TimberlineO AH, TimberlineO CS and Timberline" HDZT11; slopes greater than 2 1:12
'-- -3
-1311T - 6114- i1148Mrl -154Mao
L
ENHANCED NAILING PATTERN:*
These shinales MUST be nailed a nominal 6" mrnlfirorn bottom ofshin ale, above the cut-outs,as shown. Nails must not
Installation of Seal-A-RidgeO 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
from the edge.
MEMO ETC, LLC
Certificate of Authorization #32455
7T" EDITION (2020) PO C NON-HVHZ EVALUATION
GAF Asphalt Roof Shingles
FL10124-R31
ReVISIon 33: 08/04/2021
Page 7 of V
ONEMOletc.
6.4.2 Installation of Seal-A-RidgeO A,rmorShieldO and Nail
Seal -A -Ridge' AS shall comply with the GAF
current published instructions with a minimum
two (2) nails, minimum 3/8-inch head diameter, s
per shingle located 5.25-inch back from they
exposed end and 1-inch from the edge.
6,4.3 Installation of iimbertexO 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 PL Roof
Flashing Polyurethane Sealant".
Authorized Signature
Technical Representative
Address/Phone/mall
Quality Assurance Representativ
a .e
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated B
Ortlftcat* of Independence
Oulvalence of Product . A..
Cortifta By
Sections from the Code
Lucas Tumor
Luka*TumerEC. m
A. p
igincee
Hardoopy Received
0/1'7/206
Scott Wolters, PE
Validation Checklist d Hardcopy Received
standard
' A/ la 101/LS.2/A440 2011
affirm that there are no changes In the new Florida Building
Code whichaffect my product(s) and nay product(s) are in
compliance with the new Florida Building Code.
1/27/2021 Florida wilding dodo Online
Documentation from approved Evaluation or Validation Entity
Yet No N/A
Product Approval Method
Method 1 Option
Date Submitted
01/27/2021
Date Validated
01/27/20221
trproducts
FIL =20743.1
ol, Mumr o Name
Description
Series 2 00
PVC Horizontal Sliding Window
Urnits of Use
n II #ion Inettioctions
Approved for use In "V'" s No
Approved for use outsideHVH « Yes
Verified y; Lucas A. Turner PE 58201
Impact Resistant: No
Created by Independent Third Party; Yes
ss Design P 'i N/A
aluation Reports
Other., Please see Installation drawing and evaluation report ZA1. , -n '
da+ « —app—OtiasWpara14 N. i ». «v OUOgfA%3d*/*3d 2/2
TASIX OF tONWM
SERIES 2000 HORIZONTAL TAL_ SLIDING WINDOW, NON -IMPACT
SIW
k : A
0
4
c[i
0
----63" MAX. OVERALL WIDTH
27 11/16" MAX, 28 9/16' MAX.
0
�
SASH D,LO, WIDTH FIXED D.L.O.. WIDTH
4"TAX. FROM
14'
Z Eli 'X1
MAX. D.C.
CORNER, TYP. 11TYP"
a a a a
LL�
TABLE 1. DESIGN PRESSURE RATINGS
2
DESIGN PRESSURE
GLASS ;IMPACT RATING..
RATINGFASTENER
s.
INSTALLATION
LOCATION,
+- m G�9
ItMUM +30/-30 PSF NONE x
TYP.,
SEE- SHEET 3
EB"-9/8;
= o
S/3MI EAtE6 +20/-2O PSF NONE § i 0
#— � �?
MINIORUM v} w a
00
C
v �
{li
� z Lzj
Of
j%r'
as
_J
>_
Lucas A. Tumer
Z V)
2
201 17
a
11:18-04:00
a a a a a
g9,g_0y410REWj 11%a
I
SILL ANCHOR
8 A
S
LAT
SPACINGSAME
EXTERIOR ELEVATION As HEAD
�e��a
�
� Atam 09 ms�',a«
w�
STATE Of . aru
®.c °m0 R gCyt ,Q��m
MGM
hQ7E
1. THIS:: PRODUCT; : FABRICATED. AND ANCHORED AS DETAILED IN THIS DRAWING, IS NON —IMPACT RESISTANT AND REQUIRES THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS) IN WINDBORNE DEBRIS REGIONS.�qq;�ti'����
2. THIS: PRODUCT WAS BEEP! TO DMA/CSA 101/1.S.2/A440—O8/11, AND M THE REQUIRE9A04M OF THE FLORIDA BUILDING CODE, STH EDITION (2014), NOT INCLUDING THE HIGH ITT
HURRICANE E ZONE. PRODUCTS SHALL BE CONSTRUCTED AS INDICATED IN EK/AT1 REPORTS F5068.01-109-44—RO AND F9644.01-109-44—RO; FOR: DETAILS NOT SHOWN IN THIS DRAWING SEE REPORTS.
3, ALLOWABLE CONFIGURATIONS! XO (OPERABLE/FIXED) OR OX (FIXED/OP LE)
y
4. THE DESIGN PRESSURE RATINGS AS SHOWN IN TABLE 1. THIS $HM, ARE AS LIMITED BY'.ASTM E-1300 04 GLASS. TABLES, AND TESTED WATER ARID STRUCTURAL PRESSURES:: OTHER GLASS, ANNEALED OR
TEMPERED OF GREATER OR EQUAL THICKNESS TO DOM NOTED IN TABLE 1, WHCH MEETS ASTM E I300 REOUIREMENTS FOR EACH PROJECT, MAY BE USED.
S. THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT—TERM INCREASE FACTOR) HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM.. THE 1.6 Cd$ FACTOR WAS USED ,IN::THE ANALYSIS OF
6/17/2016
FPA-82000
V
A3NCHORAGE IrrIO WOOD SUM
MIST CF...
LUCAS A. TURNER,. P.E,
KS TO THE SUBSTRATE. TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY G JURISDICTION (A.H.J.). BUCKING, OPENINGS, & SUCK€NG F ERS MUST
FL PE # 58201
BE PROPERLY DESIGNED & INSTALLED BY OTHERS IN ACCORDANCE WITH THE FSC 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.
TURNER ENGINEERING &
NOTES,
1, DISSIMILAR MAT THAT DOME INTO CONTACT SHALL BE COATED OR OTH - PROTECTED PER FHC O 20 TO P T GALVANIC R IONS. : SUCK% IF.USED, BE URE
CONSULTING, INC.
ELEVATION
TREATED, WITH A TREATMENT OR COATING COMPATIBLE WITH NIS PRODUCT. ALL ANCHORS USED -SHALL BE OF A MATERIAL OR HAVE'A COATING. COMPATIBLE. WITH THE PRESSURE TREATED WOOD: SUCKS
(COA.. # 29779)
AND ALL OTHER WINDOW MATERIALS.
B. ALL ARE &, FASTENERS SHALL BE IN ACCORDANCE THESE DRAWINGS, OR AS APPROVED,SIGNED, AND SEALED BY A FLORIDA-RE FROFESSIONAL ENGINEER ON A SITE-SPECIFIC....BASIS,
9. AND nAsHwo WATER
1239 JA AVE.
NORTH: PORT, FL 34288
SHEET
SEALING STRATEGIES FOROVERALL INFILTRATION RESISTANCE OF THE. INSTALLED PRODUCT SHALL HE THE RESPONSIBILITY OF OTHERS AND IS NOT ADDRESSED. BY THIS DOCUMENT,
1 of 4
PH. 941-380-1874
■
3/4" I.G. (n
TYP. I,G. Aid GAP V
GLAZING 1/8" ANN. UJ
-H-1/8" ANN. "�
DETAILK GLASS MIN, GLASS MIN.
TYPICAL VERTICAL SECTION
3 4
2
TYPICAL HORIZONTAL SECTION
an w
4f}
jam— 5/32" AW c °a
1 GLASS MIN. 0
SILICONE '®R
TYPICAL SINGLE GLAZING DETAIL
0
0
r
crf to
%�
C1to±
�r
0
rya
GO
uj
aa4*����I2Er�e��e�a
�r.LAT
vim.'*you
,� v e t%n 58ifl3 y'
6f 15/15
ro
Ad TA-M OF az
IYTS
Rat a�
KOM
Bf 17/201 B
tf
FPA-82000
LUCAS A. TURNER, P.E,
FL PE # 58201
TURNER ENGINEERING Ec
SECTION
CONSULTING, INC.
DETAILS
(COA # 28779)
1235 ,IAHARA AVE,
SHEET
NORTH PORT, FL 34288
PH, 541-380-1574
� fly, �
Z
�_0
SPRUC/PINE/FIR MIN. � = b �
1-1/2" FAIN. OD SU 7RATE 0 ' z 4
EMBED. BY 07HERS cl�-
0 I
BUILDING 00
0
SHEATHING
AND WRAP
BY OTHERS
a
0
L
SEALANT BERNp
FIAT BY INSTALLER,
FULL PERIMETER
o
z 0 0
C7 C
N
SEALANT BY fli
WSTALLER, FULL L, I
PERIMETER
J cf
�
i
INSTALLATION FASTENER,
PAN HE W SCREW, 4�$Oaalasss ffit' �
SEE LOCATIONSg
SHEET 1 ; JC,e LAT
�4EN.;.yam
No a1 m" 6/1sj9 s
TYPICAL INSTALLATION HEAD, SILL, AND JAMB � �
r-', STATE Of =s NTS
wom
������tNraAiit�
GENERAL ANCHOR NOT
1. INSTALL ONE ANC R AS SHOWN ABOVE AT EACH LOCATION SHOWN
IN THE ELEVATION ON SHEET1 FOR PRODUCT PERIMETER. owom 1
2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16"'
OR GREATER EXISTS EN PRODUCT D SU A.0
LUCAS A TURNER000
P.E.
FFA-$2
It T
3, SHINS SHALL HE - NG $ C j b ,Wwr
CAPABLE OF TRANSFEWNG LOADS TO SUSSMTE, FL P€ f 58201 —INSTALLATION
4. SPECIFIED ANCHOR EMBEDMENT TO WOOD SUSSTRkTE SHALL BE TURNER ENGINEERING & DETAILS
.
BEYOND SHEA G, FINISHOR STU CONSULTING, I
5, THE 06TALLATION DETAIL SHOWN IS ALSO APPLICABLE FOR (ODA If 29779)
INSTALLATION TO WOOD BUCXS INSTALLED OVER CONCRETE/MASONRY, 1239 JABARA AVE.
WrTH ATTACHMENT' OF 2X TO CONCRETE/ ONRY aY OTHERS S�IEET
NQRTH PERT. FL 34288 3 O$ 41
PH. 941-380-1574
82000 SERIES WN OW SILL OF MATERIALS
ITEM NO. Ci i No4 E MATERIAL CESCRiP. Z
1 H ST82-01 MAIN :FRAME Pvc EXTRUSION
2 HMST82-03 SASH PVC EXTRUSION
3 HMST82-05 LOCKED SASH PVC EXTRUSION
4 HMST82 INTERLOCK PVC EXTRUSION _
5 HMST82-07 TRACK PVC TRUSiON � ~� � co
H ST130-10B I iG GLASS BEAD PVC I EXTRUSPON
7 HMST1 , 10A ISINGLE GLASS BEADI PVC I EXTRUSION 1 0 tY- rco
C) to
0
311.11» 1,ts1" uj
(29.50] [29, aC11'"
0c0
CJ 0
N Cv
Co
MAIN FRAME SASH LOCKED SASH }� b f
HMST82-01 4 j HIMST82-03 HMST82-05
1.280"
[32,501MAW tataatti7ftE8�$®®
1.34" S
��?Pdfie LAT
s
T- (34,247 No 58as�
ars
1.OW 6/ 15/ 15
�0' STATE O4mtu NTS
Oink yam-9t�'®
0°0'57.
o— o171u °�asaeetsat$§t
c
6/17/2916 FPA-82000
LUCAS A. TURNER: P.E.
INTERLOCK TRACK
IC GLASS BEAD SINGLE GLASS BEAM FL PE # 58201
HMST82-06 HMST82-07 HMST130-10B HMST130-10A TURNER ENGINEERING ac 60,> PART
CONSULTING: INC. DYiGS, CORNER
(COA # 29779)
1239 JABARA AVE, SHEET
NORTH PORT, FL 34288 $ of $
PH, : 941-380-1574