HomeMy WebLinkAbout19-21241 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 1241
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21241 Address: 6207 HUNTINGTON DR
Permit Type: ADDITION/ALTERATION 1 . . ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-0120-00000-1290
Improv. Cost: 7,000.00 1OWNER INFORMATION
Date Issued: 6/04/2019 Name: FOTO JAMES & DENISE ANN
Total Fees: 112.50 Address: 6207 HUNTINGTON DR
Amount Paid: 112.50 ZEPHYRHILLS FL 33542-0605
Date Paid: 6/04/2019 Phone: 813-404-7240
Work Desc: REPLACE 13 WINDOWS S/S
CONTRACTORS APPLICATION FEES
CARROLWOOD WINDOW & DOOR , INC. BUILDING FEE 112.50
Ins ections Re fired
FOOTER 2 D ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Rennspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"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 with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications 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.
CO RACTOR SIGNATURE PERMIT OFFIgOR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
------Date-Received--- --------- - - / ---
Phone Contact for Permitting � rOG[O - �C� 7
31 a'r
Owner's Name J��I�s P�Ssig Ip-rp Owner PhoneNurn r Cei3)�/o
Owner's Address 6207 rr 11 r WSr0A W. Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
/� �I
JOB ADDRESS BOZO( #UNTIV '�DS1 R. Z,F.G�fyetFrte.S �333"y2'^ LOT �2'7
SUBDIVISION Ltoz Q9w I PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR 8 ADD/ALT `4 SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION /= BULLOCK Q FRAME = STEEL
/" =
DESCRIPTION OF WORK 'r iIr"" /^;,�j tazma 1' S S.ra.E � s- E
BUILDING SIZE SQ FOOTAGE= HEIGHT
eT*e+r�r-ewe-e+r+re-r+•rn+are*r+ rn+ ra•�c�*r�e-r
UILDING $ no VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION J�
_I'(I
=GAS = ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER ( I< COMPANY C./OGe�oLLf�10fO0Q
SIGNATURE 1 REGISTERED Y/ N FEE cuRRen Y I N
Address 2. License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREI, Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN LYLN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms:R-O-W Permit for new construction,
Minimum ten(10)working days after submittal data. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ton(10)working days after submittal data. Required onsite.Construction Plans.Storrnwater Plans w/Sift Fence installed.
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
.-�..r.i-i-:-r.-.�....-r.-.-rl-4.F.i.t-i..1..i.i�r..4-I.f..i.i-:-r......-......i.�i.b••.-.-.-C-:.v.:-i.i-i.i-i..Fi.i..i-r-i-f-i-
Directlons:
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(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
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may-bej=a-mtrictivathan_Countj-mplabons.—The-undersigned-assuages-respensibil*f6r-wmplianee-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 properly 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 I, 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.
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 W"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
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before mo this Subscribed an r afrli�mad)bpi_re e-tpls�_
l^C��1 IL�41. f! r
Who israre personally known to me or hasthave produced Who is/are error I know'to=m or hasthave.produced_==
—as identification. ass identification.
7 Notary Public �;6z /r - Notary Public
Commission No. Co
Cat,U, ,INE BOc3E
Name of Notary typed,printed or stamped Name of No r7E ' e d �I>nr
�`�'' t�grt 64flpd9d6flNy 66tu27019
v �
Plan Review
Windows & Doors
1-) Need.manufacturing installation specifications.
2) Must meet sections 11308 and R612 of the 2017 F.B.C.
3) If windows are to be installed inside the historical district;they will need to be approved
.by the historical:committee.
4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise
specified.
5:) This is for replacement (glass for glass) only. If you wish to change from screen or Vinyl
windows_to glass;then additional information is required.
6:) All windows:to wall connections shall be left visible for inspection.
7) All labeling and stickers shall remain-on windows until final inspection.
$) No work shall start without permit first.
INSTR#2019078897 OR BK 9903 PG 1504 Page 1 a 1
S/H 05/09/2019 11:45 AM Rcpt:2053173 Rec: 10.00 DS:0.00 IT:0.00
PauCa S. Cl Weil PfLD., Pasco County CCerk&ComptroCCer
Permit No. Parcel ID No 03-26-21-0120-00000-1290(CARD:001 OF 001 )
NOTICE OF COMMENCEMENT
state of v county of e4�L d
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this Notice of Commencement
1. Description of Property: Parcel Identification No. SILVER OAKS PHASE ONE PB26 PGS 46-49 LOT 129 OR 3363 PG 1191
ShastAddress: 6207 HUNTINGTON DRIVE,ZEPHYRHILLS,FL 33542
2. General Description of Improvement REPLACE(13)WINDOWS SIZE FOR SIZE
3. Owner Information or Lessee Information if the Lessee contracted for the improvement:
JAMES&DENISE FOTO
Name ZEPHYRHILLS FL
elm aaurrtwcroH on
Address 5ly7 State
Interest in Property, OWNER
Name of Fee Simple Titleholder
(If different from Owner fisted above).
-- 4. Address
actor CARROLLWOOD WINDOW 8 DOOR --- City
— -
Cont
Name
6025 N US HWY 301 Tampa FI
Address City State
CardractWs Telephone No.: 813-626.7676
S. Surety:
Name
Address City State
Amount of Bond:$ Telephone No.:
8. Lender.
Name
Address City State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself.the owner designates of
to receive a copy of the Lienoes Notice as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construe on and final payment to the
contractor,but w10 be one year from the date of recording unless a different date is specified): -Z�Ilq .aft`J 149
WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING.CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that 1 have read the foregoing notice of commencemanf and that the fa i erein are true to the bast
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Sign?Atu
fe,611/Owner or Lessee,or Owner's or Lessee's Authorized
/Diredar/Partner7Menager
0
Signatmy'e Tifle/Of6cs T L
The foregoing Instrument was acknowledged before me this 2Z day of "I 20L
es 0-r1 vw' (type of authority,e.g.,officer,trustee,attorney in fact)for
(name o�yp/y��n�bd�rInstnamed was executed).
Personally Known❑OR Produced Identification Notary Signatura ✓`-'
Type of Identification Produced Name(Print) U S
1Y 4S Lisa s
A:W ilde , ~.
F?^, soy, NOTARY PUBLIC
g. STATE OF FLORIDA
.� "lr Comm#GG059830
wpdatarorv/nobeecammencenent_pcoSMXS ^. ��lK Expires 1/4/2021
�... '" F
4 �A�"�OF FLORIDA, COUNTY OF PASCC) � ,��,..`�.�.';��., .
THIS IS TO CERTIFY THAT THE FOREGOING IS A' < � ., " m
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WIT ,SS MY HAND AND OFFICIAL SEAL THIS
DAY OF 2 0
PAULA S. d'NE1L CLERK&COMPTROLLER �
�o
BY DEPUTY CLERK
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MAX.BUCK WIDTH
MAX.BUCK WIDTH SEE TABLE 1
SEE TABLE 1 28" MAX.BUCK WIDTH
28' 17, MAX SEE TABLE 1
12' MAX, 9 SEE MAX. O.C. 7 MAX.
O.C. SH D,SEE 71 I_ 4"MAX,0 C.
B.SEE MAX iIET3 SHEET4 - - - - -
SHEET A.SEEF
MAX SHEET IrAAX. C.SEE
A,SEE SHEET 4
SHFET3 12
17MAX.D.C. 01 1
MAX.BUCK 4*MAX, MAX.BUCK
01 MAX'BUCK TABLE I
HEIGHT SEE O.C. HEIGHTSEE
"I ITL
TABLE i HEIGHT SEE x
x IV MAX.O,C. TABLE i
0
i��' -
7[A-1, — 2� ///
13.773*MAX.O,C.
T_j AX 110'MAX.D.C.
x link 13.773*MAX D.C.
6 11T MAX. S-10MAX. - - - - - - - - -
MAX.
No ANCHORS
2
B -
ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, EQUAL-LITE CONFIGURATION
EQUAL-LITE CONFIGURATION PROVIEWICIRIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
TABLE 1: (COTTAGE SIMILAR
GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Buck Siz—e Configuration ReInf. —Design Pressure Certification
VINYL SINGLE HUNG WINDOW Width Height Level (+)psf (.)psf (CAR)Number
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 0' 63" Equal-Itto R4 50.0 70.0 190-1022
REQUIREMENTS OF THE FLORIDA BUILDING CODE, 38" 62" Equal-I(te SHAPES MAY BE USED BY
INSCRIBING THE SHAPE IN
2)ALL WOOD BUCKS LESS THAN 14/2'THICK ARE TO BE CONSIDERED ix 3611 62" Sid.ProVIew R4 60.0 50.0 190-1027 A BLOCKAND OBTAINING
INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY DESIGN PRESSURES FOR
TO SUBSTRATE,WOOD BUCKS DEPICTED AS 2XARE 1-10 THICK OR GREATER. 36' 67-9116' Custom Sash THAT BLOCK SIZE FROM
IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52418" 84" Equal-Ifte THE TABLE ON THIS SHEET.
RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 84" Std.ProView RI 50.0 50.0 190-1021
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 62-1/8" 91-13/16" Custom Sash
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION
ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR 52-1/8" 64" Equal-Ifte
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 18 52-1/8* W Std.ProView R2 65.0 70.0 190-1028
BEYOND THE SCOPE OF THESE INSTRUCTIONS. L 762-71/7W_j 91-13/16'1 Custom Sash
4)MAX.114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS,WOOD BUCKS,BY OTHERS,MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW,
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VINYL SH WINDOW FPA(NON-IMPACT) g 12113114
WIN DLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS GENERAL NOTES&ELEVATIONS J ROSOWSKI z
PRODUCT.THE 11.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION 0F
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER CS
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT,OF AUTH.#292e6
BUILDING CODE FOR CORROSION RESISTANCE.
L� Ns
1070 TECHNOLOGY DRIVE A I's
N.VENICE,FL42 11 P.E,111111.
L.. (941Y480-160 1'N 1J SH-6400 III NTS' 1 OF 4 JEzj FPA-5400.0 112* 1
1
I
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN -
Anchor SubstrateMin.Edge Min. Anchor SubstrateMin.Edge Min.
Distance Embedment Distance Embedment
#0 908 P.T.Sou ern Pine(SG-O. 2-112"x.131"Common Nail
(steel,188 S.S. Steel,A30 3/8" 0.050' Max.DP of 60.0 P.T.Souttlem Plne(SG=.65) 9/18" 2.711fi
or 410 S.S.) Steel Stud,A69 Gr.33 3/6' 0 0346"(20 Ga.) 24t2"x.131"R)ng-shank Nan P.T.Southem Pine(SG=-55) 9116, 2-7/1(r
Max.DP 0150.0 Aluminum 6083 T5 3/0, 0.0713" 14 Ga. 2.1/2"x.145'Roofing Nail P.T.Southern Pine(SG=.55) 9118" 2 7/10'
#12 SMS P.T.Southem Pine(SG=0 55) 9/le" 1-ye' P.T.Soulhem Pine(SG=.55) 3l4' 1 318•
{areal,188 S.S. Steel A38 3/8" 0.050" #10 SMS Aluminum,6083T5 318• OA713'(14 Ga.)
or 410 S.S.) Steel Stud,A053 Gr.33 31W 0.0348"(20 Ga.) (steel,I"S.S. Stest Stud,Gr.33 31w 0.03W(20 Ga.)
Aluminum 8083-T5 3/B' 0.071Y' 14 Ga. or 410 S.S.) Steal,A36 3/8' 0.050"
3118"Ultracon P.T.Southem Pine(SG-0.85) 7115" 1-v8"
(steel) Concrete(min.285 ksi) I. 13+e, WINDOW SHAPES AS SHOW4 BELOW OR
Max.DP Of 50.0 Ung=ted CMU,(ASTM C-00 2.1/2" 14/4" ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE
_ 1.3r6" GE-7100 OR SHAPE IN A BLOCK AND OBTAINING DESIGN
P.T.Southem Pine(SG=0.55) 1"
1)-UNGROUTED CMU'VALUES MAY DOW-79i PRESSURES AND ANCHORAGE FOR THAT BLOCK
114"UltiecOn Concrete(min.2.85 ksl 1" 13r4 SIZE FROM THE TABLE ON SHEET 1.
(steel) Ua uted CMU, STM C-W) 2A/2" 1-1/4" BE USED FOR GROUTED CMU SILICONE
APPLICATIONS, 12 NOM.GLASS —►{ WIDTH I+ -►I WIDTH I-*
Concrete min,286 kai 2-1/2" 1,/4" Bi•�WP, 77
P.T:Southem Pine SG-0.65 1" 1'te' 2)PANHEAD,FLATHEAD OR E 7
1/4'Cmte-Rex Concrete(min.3.35 ksi V 13/4" HEXHEAD ARE ACCEPTABLE r tyT
(410 S.S.) I Un routed CMU, STM C-90 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT
Concrede min. .35 kai 21/2" 13/4" A MIN.OF 3 THREADS EXTEND !u C7
Concrete(m)n.32T5 ksf 1.112" 1.3/8' BEYOND THE METAL SUBSTRATE 7C
va(Aggre-G) P.T.—Sou thern Pine(SG-1011 ) 1" 13/8" TYP.GLAZING DETAIL
(1t)$S.S.) Unprouted CMU,(ASTM C-90 2" 1-1/4" /
PADIUBWp ARCHTaP
t 4UA<-arrESHOWN) IiPxavvEwors csnOxm)
3/4'NOM. 3/4'NOM. 7/8'NOM. 7/8'NOM. �+--
1/8"ANNEALED OR ( 3116"ANNEALED OR ( f
TEMPERED GLASS - TEMPERED GLASS 6/16"ALA PVB 5/16"A/A PVB
1/2"AIR SPACE 3/8"AIR SPACE 7/161 AIR SPACE 318"AIR SPACE
1/8'ANNEALED OR 3/16"ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS
DURASEAL, OURASEAL, DURASEAL, DURASEAL,
SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL
XL EDGE XL EDGE—FMI XL EDGE -- XL EDGE
GLAZING TYPES
TYPES
TABLE4:REINFORCEMENT
Reinforcement uuu uuuu UU UU x^'.•:;•;::;;;•::`c'>';.
Upper the i owertlte RE(NFORCENT TYPE A REINFORCENT TYPES REINFORCENT TYPE C
T.cr•••rca -
Level Bottom TopReit Bottom Side VINYL SH WINDOW FPA(NON-IMPACT) 8" 12/13/14 "
Reif Rail Rails
GLASS/ANCHOR OPTIONS �� J ROSOWSKI ",?.;CA L�(� P'
R3 8 A A A o S rJ
82 C A A A
R4 S A A N A CERT.OFAUTH.#20298 h Nn ;,.,'l. i:t/fit,,IV-t,t
1070 TECHNOLOGY DRIVE �$
N.VENICE,FL 34275 C u A LYNN MILLER,P.E.
PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941)-480-1600 h SH-5400 y NTS 2 OF 4 b z° FPA-5400.0 z p.EA 68705
ti
EDGE DISTANCE
SHOWN 96 T
INSTALLED
THROUGH IX
BUCKSTRIP EMBEDMENT
FLANGE SHOWN SHOWN
INSTALLED
FRAME INSTALLED
SHOWN DIRECTLY TO THROUGH1X EMBEDMENT II
EMBEDMENT SUBSTRATE BUCKS RIP
EDGE
EDGE f)C0 o DISTANCE
DISTANCE
x
I
low �y/
OPT.SASH TOP EDGE
DISTANCE
LIFT RAIL EXTERIOR
c
FLANGE I EQUAL
LEG
FRAME BUCK WIDTH SHOWN 'FKRMft
HORIZONTAL SECTION A-A SHOWN
BUCK
HEIGHT
INSTALLATION NOTES:
1)SEE SHEET I FOR SPACING
EXTE I R 2)SEE TABLE(S)ON SHEET 2 FORREQUIREMENTS.ANCHORAGE AND
G3 SUBSTRATE REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 1/4'.
4)GLASS SHOWN IS DIFFER O MEET DESIGN FORT ILLUSTRATIVE PURPOSES
ONLY AND MAY
OPT,SASH REQUIREMENTS.
BOTTOM LIFT FLANGE 5)FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE
O HANDLEILOCK FRAME OTHER FRAME TYPES.
SHOWN
EQUAL -7Z7Z-'ZZ 0
LEG I
FRMLAME SHOWN INSTALLATION THROUGH EXTERIOR
THE FRAME,INTO METAL
............
NO ANCHORS
REQUIRED IN
12/13/14-2
FLANGE OR VINYL SH WINDOW FPA(NON-IMPACT)
EQUAL-LEG
FRAME SILLS
FLANGE&EQUAL-LEGA30X FRAMES m J ROSOWSKI
CERT.OF AUTH.#20206
-B VERTICAL SECTION B 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 A.LYNN MILLER.P.E.
(941)-480-1600 N S 30F4 FPA-5400.D P112M
SH- 400 IL "L -------
k
EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED
SHOWN INSTALLE THROUGH THE THROUGH THE
THROUGH THE FRAME INTEGRAL FIN
FRAME
J-CHANNEL EMBEDMENT EDGE DISTANCE
FRAME EMBEDMENT
SHOWN
El
EMBEDMENT
EDGE
0 tSTANCE OPT.SASH TOP ina EXTERIOR
LIFT RAIL
FIN
FRAME
J-CHANNEL I SHOWN
FRAME
BUCK WIDTH
SHOWN
HORIZONTAL SECTION C-C
INSTALLATION NOTES:
BUCK
HEIGHT 1)SEE SHEET 1 FOR SPACING
REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
REQUIREMENTS.
EXTERIOR GLASS
3) AX HI.SM THICIS KNESS TO BE 1114%
4)GLASS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO
<3U MEET DESIGN REQUIREMENTS.
6)FIN ANDIOR FLANGE MAY BE REMOVED
rQ TO CREATE OTHER FRAME TYPES.
OPT.SASH
❑� j
BOTTOM LIFT
FIN FRAME HANDLCILOCK
FIN
SHOWN EXTERIOR FIN
FRAME MTERIOR FRAME
SHOWN IG SHOWN
INSTALLATION THROUGH INSTALLATION THROUGH THE
THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL
SHOWN
INSTALLED EDGE ..v
THROUGH DISTANCE '-';,7*5
VINYL SH WINDOW FPA(NON-IMPACT) g 12113/14
THE EDGE
INTEGRAL FIN DISTANCE J-CHANNEL&INTEGRAL FIN FRAMES em J ROSOWSKI I
EMBEDMENT 'T-Cl:6F
CERT.
VERTICAL SECTION D-D
1070 TECHNOLOGY DRIVE % M
N.VENICE,FL 34275 A.LYNN MILLR.P.E.
SH-WO 'NTS 40F4 PAN SOZE05
'lorida Building Code Online https:Htloridabuildmg.org/pr/pr_app. v y, q_qt1.asPx".Taram=wLT.', A '.'VED
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
d bFlollda
IAWR�k M0,12 Product Approval
k fiii W USER:Public User
-t r
Product Approval Menu>Product >Application >Application Detafl
FL# FL1435-P,22
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller,P.E.
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext 21142
lmilier@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
�.' Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMAICSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
1 of 3/6/2019 11:59 A!
lorida Building Code Online https://tloridabuilding.org/pr/pr_app_dtl.aspxYparam=w(i:,vxQZ ArtL)q...
Product Approval Method Method 1 Option A
Date Submitted 10/24/2018
Date Validated 10/24/2018
Date Pending FBC Approval
Date Approved 10/26/2018
! Summary of Products
FL# I Model,Number or Name I Description
11435.1 SH-200 Aluminum Single Hung Window(Std.Meeting Rail,inc.
Pass-Thru)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R22 C CAC Cert-SH2O0.pdf
Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date
Impact Resistant:No 02/16/2022
Design Pressure:N/A I Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R22 II SH-200.pdf
{pressure,size and anchorage information.The Pass-Thru Verified By:A.Lynn Miller,PE 58705
i version was not tested for water infiltration. Created by Independent Third Party: No
Evaluation Reports
FL1435 R22 AE SH-200 STD Evaluation 0917.odf
Created by Independent Third Party: No
i
t ,
1435.2 I SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) '
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ:No I FL1435 R22 C CAC 190-1003CAR2.pdf
j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/08/2020
Design Pressure:N/A Installation Instructions
I Other:Please see the Installation Instructions for design FL1435 R22 II SH-200HD.pdf
pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 i
Created by Independent Third Party:No
Evaluation Reports
FL1435 R22 AE SH-200 HD Evaluation 0917.pdf
Created by Independent Third Party: No i
11435.3 SH-800 WinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No I FL1435 R22 C CAC Certification SH800 C.odf I
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i
Impact Resistant:No 09/07/2020
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R22 II SH-800c.pdf 1
pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports {
i FL1435 R22 AE SH800 Eval 0917.pdf
i Created by Independent Third Party:No j
1435.4 SH-5400 I EnergyVue Vinyl Single Hung Window
Limits of Use Certification Agency Certificate — —�
Approved for use in HVHZ: No FL1435 R22 C CAC Certification-SH5400.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant No 08/13/2021
Design Pressure:N/A Installation Instructions
Other: Please see.the Installation Instructions for design FL1435 R22 II SH-5400.odf
pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R22 AE SH-5400 Evaluation 0917.pdf
I Created by Independent Third Party:No
1435.5 SH-5500 WinGuard Vinyl Single Hung Window i
3/6/2019 11:59 A
2 of 3
'loridaBuilding Code Online https://tionciabuilctmg.org/pvpr�_app__gti.aspx eparain—wus v-"',lZwVw i...
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R22 C CAC Certification-SH5500.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1435 R22 II SH-5500.odf
pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E.58705 l
Created by Independent Third Party: No i Evaluation Reports
FL1435 R22 AE SH-5500 Evaluation 0917.odf
Created by Independent Third Party:No
Back Nelrt
Contact Us::2601 Blair Stone Road Tallahassee Fi,32399 Phone:850-427-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubic-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,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emak provided may be used for official communication with the licensee.However email addresses are pubic 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 pubic.To determine if you are a licensee under Chapter 455,F.S.,
please click here
Product Approval Accepts:
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Credit Card
Safe
3 of 3 3/6/2019 11:59 A'
4 GENERAL NOTES:SERIES 5420
NON-IMPACT R_ESISTANT.VINYL_FjYFO
_ WINDOW
I THIS PRODUCT HAS BEEN DESIGNED&TESTED TO
COMPLY WTDR TM£REC0IRZW-q7,S OF THE FLORIDA
BUILDURGCODE.
2)ALL WOOD SUCKS LESS THAN 1-V7 TOCX ARE TO BE
CONSIDEAFD IX VASTAL1ATICIdL 1X WOOD 3UCKSARE
OPTIONAL IF UNIT IS WSTALLED DIRECTLY TO SUBSTRATE.
WOOD SUCKS OZ44CTED AS 2%ARE t•10 THICK OR MAX BUCK WIDTH SEE TABLE t BUGS WIDTH SEE TABLE i -•-+-
GREATER.1X AND 2%BUCKB ryVFLEN USED}SHALL RE Y YAX
6'MAX D.SEE •�; %►- 4'UAX O.C. -jL
t>=.sIG+EDsaPRDPERLYrru,LSFERtaAosTaTHE s.SEE .- rsMAtco.c. sr,;.Ers t
STRUCTIIPE.WDOO BUCK DESIGN ASO INSTALLATION IS T
TRCHl TE TOFR CO OF THE ENGINEER(EORi OR -'��' �._._.1' _T t
ARCHffECf OFR£gRD.(AORO
3lANCHOR ENIREDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 14 L
SUFFIVENT ENBEOMENT.INSTALLATfON ANCHORS SHOULD
BE SEALED.OVERALL SEAUNGt1ASHMGSTRATEGY FOR C.SEE
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY A SEE III r ( SHEEI'<
OTHERS AND IS BEYOND THE SCOPE OF THESB SHEETS'
INSTRUCTIONS _ '! A j i�}•7� C
4)MAX IW SHM ARE REOVFRED AT EACH ANCHORSUBST L
APPLIED
LOADS
SOOD SUCKS.CAPABLE O T ER SrRRNG !� rf MAX BUCK .(�� tl MAX.BUCK
A1H+LIBD LOADS.WOOD SUCKS.By OTHERS A,'US78E HEIGHT.SEE II MEIGFti,SEE
SUFFICE!-LYANCHORED TO RESIST LOADS N F- ON 1S 4uX. TABLET i!{I�y(! TXBLEI
THEIA BYTH6 VAN DOM Ix;
S)THE ANCHORAGE METHODS SHOWN HAAWS MEN
{ POM.CA.X
£D COFUBPONOMGTO
THE REQUIRED DESIGN PRESSURF-1
1HE
,
331fJ!;STRESS
INCREASE HAS NOT BEEN USED W THE Omw OF TWS u� Ds--_ ..� 741AX
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR a"t'-'---- S'0.1A%.
THE EVALUATION OPAMCHORS INTO W100D.A`CHORS THAT
DOME INTO CON-TAC.WrIM OTHER D55dGLAR MATERIALS 7YP.EOUAL•tEGBOX&Ft_ANGE MFP.INTEGRAL Fly.&J-CHANNEL
SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING FRAME((SH%tPES rJIMILAR) - FRAM;ESHAPES SIMILARI
CODE FOR CORROSION RESISTANCE, '-'
SHAPES MAYBE USED BY WSCR181NG THE SHAPE IN A BLOCK AND OBTAIMNG
DESSGV PRESSAtRES FOR THAT SLOCX SRE FROM TN'c TABLE ON TNL5 SHEET.
TABLE 1 -
Window Bunk Size Design_ Pressure C:ertlOntlan
Width Height (+)p f (�PSf (CM Number
120' 60' 7GA 70.0 190.1017
96• 63' 50.0 SD.D 190.14ii
f j ="-VINYL FIXED WINDOW FPA(NON-IMPACT) 12113M4 =
GENERAL NOTES&ELEVATIONS J ROSOWSKI
cEar.of AUTH r2B2Be '_ _
1070 TECHNOLOGY DRIVE
N.VENICE.FL 34275 a $� aLYNYraLLERP.E.
(941}480-1600 E PW-S420 x NTS 1 OF 21 FPA-5420.0 PE>•uH105
TABLE 2.ANCHORS INSTALLED THROUGH FRAME TABLE T.ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor.• - SAlbsbate ... .-•-
Mln,Edge 1f1T1. AndW sun.Edge n.
Dhftnee Embedment Sulffiap Divanm Emeedin@m
VIO SMS F.T.ScUftm Me(SCIZa) !t 1 2•t/L'X.131•Cortaron Toll
(steel.I"S.S. . Sted.A35 w DA gblL DP of S0.0 P.T.SOutnem Pate{SC;-.55} E+1C 2-71t5
SD
Or 410 S.S.) Sled Stud.A=GT.33 3IT 0.0345(M Ga.) 2.1?X.131-R Q-Sh*Nai P.T.SOlAhOn Arne{SG=.55) wig* 2-7118
tbz.DP of 50.D Ahmdmon•6053-75 30 0.0713.14 Ga. 2.11Z X.146'Ring NOT P.T.Sovith=PM(SG=.55) 5riv 2 7n6
S12 SMS P.T.Soft.Pine(SG=0 5S) WIG` 1.V8 P.T.Sol4netn Pm(SG=.59) 3rc 1-w
(stael.I S.S. Stetl,A30 30 D.DSP >Ftfl SMS AtumiAXn SDS34TB 3v 0.050•
a 410 S.S,) St 53 ed Surd.A6 Gr.33 3TS D.0346'(A Ga.) (sled.l&e S,S. sled Stud-GT.33 are' O.D3CS CID Ga)
AYanhum.6063-T5 34r 0.0713'14 GT.) ar410S.S4
3116•Ntrxen P.T.SoubMm Pine(SG=0.55) 7tUr 1'✓S Sted.A36 BIB- O.OSG
(stforl Cmuete(miL 285 kss) 1• t3'S
AIaX.DP Of SU Ur4MVW CM),(ASTM CAD) 7.11T 1-1(4- ANCHOR NOTES:
Pi SWdtem Piro(M0.55) i• 1-w --+: 7,v NOM- +- - Vr NOM ...
114•UlbaeGt CMMda o 285 k51} P T-9T4' 1)VNCROUTED CAtU'VALUES MAY :
(sits) UnooUtnd CAW.0WTM C-0) 2-t? 1-114- BE vsEo FOR GROUTED Clew ---f-•I, ^----Th•
CaiCRSe(min US ksi) 2-i? i.T/d-' APPLICATIONS. S716-A/APYB-----=�.___, 57t6'AIA PUS-
P.T.Soudrcm Pk.(SGFQ. 1' 23rS 2!PAN)fM.Fl.ATR7F„AD OR 7l16'AIR SPACE- i 316'AIR SPACE
P(,4
CMe7de(mN.3.35 kss} i' I-Ir ' ARE ACCEPTABLE. -t t0 SS.) Un t7rK),(ASTM C•BO) 21? 1-U4' 3}ANCHO2 LENGTH 708E BO THAT TE ANNEALED OR • ! 3116'ANNEALED OR Canelde 325Its Z-7? titS A ERN.OF 3tT•IREADS EXTEND TEMPERED GLATEMPEREDG S ALBU65TWiTE.ApgneQitQ CMCMte fmsn.3275 JM 1-v2' 1.3fS DURASEAI. • '•^ DURASEER&B P.T.SouNem Pile(SG-0.55) 1• 1a14 SUPERSPACER N-+.:e�- SOR CARDINAL
�
u CMU. TM C�0 Z• i-114' OR CARDINAL OR CAROWAL -�
XL EDGE ^• -._-.Lx_ XL EDGE 1
-w- 7,18'NOW 72'NO.4 •+ -+ t•NOM
-7VL-- 113'ANNEALED OR 1 3'i6•ANNEALEDOR -_-,_ A T74-ANNEALED OR t
EXTERIOR _ 17 NOM GULSS TEMPERED GLASS TEMPEREO GLASS TEMPERED GLASS
wm TYP. Sig'AtR SPACE i?AIR SPACE -- 1?AIR SPACE
f-•G£•7700 OR DOW-791 BRFCONE IW ANNEALED OR 3116'ANNEALED OR 1 0 114•ANNEALED OR
TEMPERED GLASS u''.! e TEMPERED GLASS '• L TEMPERED GLASS
DURASEAL. a 'DURASEAL. I�"e DURASEAL.
I•` �( SUPERSPACER ice; SUPr"RSPACER SUP_GRSPACER
OR CARDINAL i'"� ORCARDINAL OR CARDINAL �' i !
= XL EDGE --- XL EOGE �•Y`- XL EDGE /
GLAZING TYPES
TYP-GLAZING DETAIL
PVB INTEfRLAYER MANUFACTURED BY DUPONT INC(AM KtDiAgAY ANEpCA wG)
VINYL FU(ED WINDOW FPA(NON-tMPACT) c 1211304
VISIBLE LIGHT FORMULAS � �' - _.._. ` t
mDTIR:ttua4wroTH-4-sr1s GLASS/ANCHORSOPTIONS uJROBOWSiU - :':u 6 !•(IS
HE
GHT:BUCK HEIGHT.4.&Ir -.. •ITt-- .
VISIBLE LIGHT WIDTH OR HEIGHT CERT.OF AUTH aosm4
tAtSO REFERREO TO ASDAYLIGM
OPENING)Is MEASURED FROM 1070 TECHNOLOGY DRIVE 2 .
BEADING TO BEADING N.VENIM FL 34275 ••
(941}460.1600 PW-E420 NTS ,r 20F4 -� FPA-5420.0 ALP�ErR P.E.
EDGE wsraNGE --
sUSS�UTE.
SHOWN
-- -.i INSTALLED ,�. ...,�.-- EMBEDUE.NT
THROUGN iX
.`.`, `-`,`•♦ a•,\--�~. Ell
EMBEDMENT SUCKSTRP
P \ —J R ..
FLANGE
FRAME . -_- SHOWN EDGE EDGE_
-I�SHCWH i INSTALLED D'STANC-c t j"=�� ,'�• ;\ .06TANCE
THROUGH IX
v
81'CKSTRIP
' •• _- CAIG A.
I--
:I'
t' _
T.e•THKK CG =-''�':�:::—_.O I SUBSTRATE
._TIs•THICIt I.G FFRARAME EX-�1'RT.'OR I EDUAL-
.,�' SHOWN V L.EGBOx
FRAME
HORIZONTAL SECTION A-A
SUCK
HEIGHT
SHOWN _-_may_ NuT(.LLA710.V NOTES'
INSTALLED
DIRECTLY TO I I._�—: i�r 1)SEE SHEET I FOR SPACING REQUIREMENTS.
MMETAL ' I^� 2)SEE TASLE(S)ON SHEET2 FOR CHORAGE ANDSUBSTRATE REQUIREMENTS.
1 I II ..L JIAx M .SHIM THICKNESS TO 8E IM.
r•N
SU&STW+TE i t;_ A)GLASS SHOWN IS FOR ILLUSTPATWE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN
1•` TFICKI•G. � , L+ REGURET.IENTS.
_!__.�J1. ..... S)FIN ANDK)R FLANGE MAY 9E REEVCYSD TO CREATE OTHER FRAME TYPES.
'•= tM_ FLANGE
AME I---- ExTER1OR
SHOWN
SHOWN v
�—OUAL Lx .(c.r- INSTALLED�' DIREGTLYTO
FRFUE ! T' { SUBSTRATE
._.._.._...__....__ `
12113I14EMBOVENT VIYFIXEDWINDO FFPA(NON-IMPACT) -FLANGE 8 EQUAL-LEGIBOX FRAMES e ti J ROSOWSKI '�s -
r+---«--,EDGE DISTANCE CERT OF AUTH.Cffi2B6
VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE _
N.VENICE,FL 34275
(941}46D-16G0 'PW-5420 NTS ` 3 OF 4 1 FPA-5420.0 ;' A LYt«u MALEa P.E.
P Es 5E7I5
SHOWN
INSTALLED
THROUGH EMBEDMENT ---+ SHOWN INS7� EDGE D'S•ANCE -+-
INTEGRAL FIN INSTALLED THROUGH
^�EY9ECMEhT �- I. THROUGH TtE S t
THE FRAME INTEGRAL FIN
FRAME L _ - ..EDGE DISTANT2:
SHOWN = _ l DISTANCE
EMBEDMENT
f
'1f ':�J._ #:• ....�.._.�....._ '�' -�. -_-L'�'� �' INTEGRAL
J-CKQNEI. FIN
•`'�;� FRAM' ICE^C�_.....:,'.''r="_� T18•TMCK IG I__'.i.. 1� FRAME
EXTERIOR BHDILN
i
...Tar THICK I G.
DUCKWIDTH
HORIZONTAL SECTION C•C
-..... _..__ INsTAt npNtpTEs:
BUCK I)SEE SHEETI FOR SPACING
10GHT I;
-�r==:=:..w• REOUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
M ¢A TS.
4_ I• J' 3AX
I: crrl )GLA SHIM
SS SHOWN IS FORESS TO SEE VA•
UUSTRATNE
PURPOSES ONLY ANO MAY DIFFER TO MEET
S)FIN A REQUIREMENTS.
�:_"'• .- EIFW An76'OR FLANGE MAY BE REMOVED TO
i 1-THICx'G. - :r-:• `� [ _ ,-' I..—.__.+ CREATE OTHER FRAME TYPES
INT-EGRAL INTEGRAL J . .-.
FIN w. ,.. FIN
FRAME
FRAME
SHOWN `�--" EXIjE'R�IDR SHOWN
EXTERIOR' .ii:., C: :� 1' V
���: .w• - '.r'4 INSTALLATION THROUGH INSTALLATION THROUGH TT@
SHOWN THEFRAME LNTOMETAL,
INSTAL En INTEGRAL FIN.INTO METAL THROUGH
THE FRAME
INTEGRAL FIN IFRAME = ;VINYL FIXED WINDOW FPA(NON•iMPACT) 12/T3/14 -
SHOWN -' EMBEDMENT J_CHANNEL&INTEGRAL FIN FRAMES s c J ROSOWSKI
-+•:EDGE OISTANOE;+-^• CERT.OF AUM l2B395 ...
VERTICAL SECTION D D 1070TECHNOLOGYORIVE _
N.VENICE,FL 34275
€`: y A.LYNN LEUJ:R P.E.
(941}d80.1600 cPW-5420 NTS p 40F4 � � FPA-5420.0 c I v.E',,nq
rida Building Code Online https://tloridabuilding.org/pr/pr�_app__aEl.aSPX'.IparaM=WkJr,VAYWLVLI .
" t i
s e I
POft--
-."''S b'.�y'y 9: :`s'Kn�'� ,�4+f�.'•�-.''i`,�Y A 7";X^ L ^ °! `: �' a.° .;e 11
� fir'..
BCLS-Home Log rn User Regis-traton Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Inks Search
Pdida
r F Product Approval
USER:Public User
• PLoS{,}icC approval Mew>prgp o_r appl aCb.2S£arch>APR atiO»_LiS,t>App6Cdt on Detail
FL# F1.5012-1119
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industrie's
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext22318
druark@pgtindustr'ies.com
Authorized Signature Jens Rosowski
jrosowsld@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext21140
josowski @pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich, PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2008
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 200S
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
1 of; 5/24/2018 11:45 A
nidu Building Code Online ' - vA�vmug..
Product Approval Method Method 1 Option A
Date Submitted 10/23/217
Date Validated 10/2312017
Date Pending pocApproval �
Date Approved 11/02/2017
�LuTqy!rzy of Products FL Model,Number or Name Description
Limits of Use Certification Agency Certificate
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/24/2020
Design Pressure:N/A i Installation Instructions
Other., Please see the Installation Instructions for design FL5012 R19 II F-220.pdf
pressure,size and anchorage information. Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party: No
Limits of Use Certification Agency Certificate
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 0212S/2019
Design Pressure:N/A 1 Installation Instructions
Other:Please see the Installation Instructions for design FL5012 R19 II FCA-640.odf
pressure,size and anchorage information. 1 Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party:No
1 Evaluation Reports
Created by Independent Third Party: No
Limits of Use
Certification Agency Certificate
Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date
Impact Resistant:No 07/29/2018
Design Pressure:N/A Installation instructions
'
pressure,size and anchorage"information. Verified By:«-Lynn Mxler,,E.58/0= '
Created by Independent Third Party: No
. Evaluation Reports
Created by Independent Third Party:
orida Building Code Online a https://floridabuilding.org/pr/pr _app_fiti.aspx'2param=wUEVXQwLL)q...
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No i FL5012 R19 C CAC PW-5520 CertMcation.pd
Approved for use outside HVHZ:Yes j Quality Assurance Contract ct Expiration Date
Impact Resistant:Yes 08/12/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL5012 R19—Il F-5520.pdf
pressure,size and anchorage information. verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL5012 R19 AE F-5520 Eval.pcl
Created by Independent Third Party: No
5012.6 PW-5540 WinGuard Vinyl Fixed Casement Window
Limits of use
Certification Agency Certificate
i Approved for use in HVHZ:No FL5012 R19 C CAC PW-5540 Certification.1)d
a
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant.Yes 08/12/2018
1 Design Pressure.N/A Installation instructions
Other:Please see the installation Instructions for design EL50L2.Rig—IL_FCA--55-49--p—df
pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL5012 R19 AE FCA-5540 Ddf
Created by Independent Third Party- No
Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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Product Appfwral Atimpts:
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Credit Card
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ro wo
Date Received: M
Site: 6k,j ,
Permit Type: kfa 3 w"Lj, Ij
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
MAY 1 2019
Ka i tzer—Plans Examiner Date ntr or and/or Homeowner
(Required when comments are present)