HomeMy WebLinkAbout22-5270City of Zephyrhills M11M5335
�Eighth Street v ����° ��1��
zephyrhias, FL. 33542 A 7-2
Phone: (813) 780-0020
Fax: (813) 780-0021 Issue Date: 11122f2022
Permit e: Add/Alter Residential)
11 26 21 0010 14000 0120
i'2lr:t
Name: MATTHEW LASETER Permit Type: Add/Alter (Residential)
Class of Work: Add/Alter Residential
Address: 38735 6Th Ave
ZEPHYRHILLS, FL 33542
SlauglogL.zc#
Building Valuation: $6,199.55
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $6,202.55
Total Fees: $71.00
Amount Paid: $71.00
Date Paid: 11/22/2022 10:26:47AM
38735 67rh Avenue
respectREINSPECTION FEES: (c) With • Reinspection fees will comply• •. Statute 553.80(2)(c)
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,greater,•r each subsequent
Complete Plans,
accordance with Cit• ;i and Ordinances. NO OCCUPANCY BEFOREC.O.
OCCUPANCYNO BEFORE C.O.
J
CONTRACTOR SIGNATURE
t
M •1 . • �: r k a 14
•►
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permitting F(813 413 7999
2 a W I a t I I
Owner's Name Matthew Lasater Owner Phone Number 813-370-6970
Owner's Address 38735 6th Ave Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 38735 6th Ave Zephyrhills, FL 33542 LOT #
SUBDIVISION PARCEL to# 11 -2_6-_21 -001 0-_1 4000-0120
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR [Vf ADD/ALT SIGN DEMOLISH
R INSTALL REPAIR
PROPOSED USE SFR a COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK Replace 5 windows size/ size with impact. FL# 1435.2
BUILDING SIZE SQ FOOTAGE = HEIGHT
BUILDING $ 6,199.55 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY W. R. E. C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL, INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
4_4
BUILDER COMPANY The Home Depot
SIGNATURE REGISTERED L_11 NJ FEE CURREN Y_LN J
Address 2455 Paces Ferry Rd #C-1 1 ALI, GA 3033=9 License # 1 CGC061641
ELECTRICIAN COMPANY
SIGNATURE REGISTERED L_y LN _J FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED L_11 N_J FEECURREN
Address E License #
MECHANICAL COMPANY
SIGNATURE REGISTERED YIN FEE CURREN =/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED LL NJ FEE cURRE7
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, 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 ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt 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,
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 (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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the 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 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone 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.
FLORIDA JURAT (F.S. 117.0
0 OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
11/17/2022 by Martin Sterlinq
Who islare,�ersonally known �o me5 , or has/havehas/have prod
Public
Commission
Name of Notary typed, printed or stamped
A%,
My CO3`AMlSSl0NHG(Q 250744
XPIRES:flecefnber 18,2022
I nru Notary Pwb�'ic Undprvvr4
CONTRACTOR 61 — '-
Subscribed and sworn to (or affirmed) before me
Who is/are ,personally 4a9X1Qto me or has/have produced
as identification.
Notary Public
Commission No. /I —
Name of Notary typed, printed or stamped
S
''NiNH. Cl'1Rl5TWkJS0N
ppkl Y C 0� M M I SS 10 N 41 G Q Z 50 7 Si
`022 FXPIK'L_S� Decombe,�
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
NOTICE OF C OMMENCEMENT
State of Florida
County ��3C�o
THE UNDERSIGNED hereby gives notice that improvements vAll be made to curtain real property, and In accordance with Section 713.13 of the
Florida Sla(utes, tho following information Is provided in this NOTICE OFCOMMENCEMENT,
1. Description of property (1,egaidescrIpflon):
a) Street Uob)Mdrm:
6 642-
3.0%vner Information or Lessee hifonnation If the Lessee contracted for th� Improvement:
b) Name and address of fee sfniplo titleholder (if different than Owner listed above)
4.ContractoT Information
a) Name and address: The Home
WTelephone Nu: 813-Q16-7v48 Fax No., (optional)
5.Surety (If aiarllcabla, a copy of the payment bond is attached)
* Name and address:
b)Telephone Ku:__
4Amount ofBond:
��
a) Name and address:
b) Toleph one No.:
7, Persons within t1wit-a-te of —Floridade-signated by Owner upon whom notices or other documents may he served as provided by Section
a) Name and address:
-' Telephone .__�Fax .,"'("v"v
°""__-____'____-_______-
�m>|nodd{Svnuwh|msoMurk*mok, of ___ -------
toreceive ocopy ofthe Llomm'oNotice amprovided in Section 718.13(1)(M.Ronda Statutes,
lot Phone NumboroyPerson urentity designated byOwner
9, Exp] ' ration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the
WARNING TO OWNER� ANY PAYMENTS MADE BY THE OWNER AFTER THE EX-0-IRAT—ION OF THE NOTICE OF COMMENCEMENT ARE
=CC
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PAIRT 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,!)d6� —that I fi�VW�niad the —forefloing notice of commencement and that the facts stated therein are true to the best of my
contracLor, but yA�[] §q I year from the date of recoidin unless a different date Is s edged): 20
(Print Na rid Prodda
ystcal preset r on-line notarization, this day
of authority, e'g. officer, 1rustee, ttorfloy fact)
Typo of ID Notary signa(ur
Print name
Notary Public
Sli State of Florida
Expires S/5/2025
L9
TAMMBMMMJ�
Home Depot License #'s - For the most current listing visit
FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113,
CCC1331130
David Wilson
Salesperson Name Registration # (Req. in CA,CTME,MD,M1,NJ,D
Home Depot U. S.A.,Inc. ("Home Depot") or Authorized Service Provider named below will furnish, install and/or
service the equipment listed below at the price, terms and conditions as outlined on this form.
1. Service Provider Contact Information
The Nome Depot IThe Home Depot
Service Provider Contact Name Service Provider Company Name
(8-13) 623-6053 FL: ECO001440, CGC1514813, CRC046858, CAC1813767,
Phone# Service Provider Email Address W, r i N r 961 e grii ens
t
LASETER IMATTHEW St Pete IF29755643
Customer Last Name Customer First Name Store # / Branch Name Customer Lead/ PO#
zephyrhilis FL 3354�2
Customer Address city State Zip
I I (EK370-6970 Fmiaseter@me.com
Home Phone# Work Phone# Cell Phone# Customer Email Address
3. NOTICE OF RIGHT TO CANCEL
YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY CONTACTING
THE SERVICE PROVIDER OR STORE DIRECTLY; EMAILING SERVICE PROVIDER AT:
ahs_ccwstpeteCa)homedepot.com
OR DELIVERING WRITTEN NOTICE TO HOME DEPOT AT:
201 KeEsey Lane, Suite E Tampa FL133619 1
L------------------ J L ------------------ j
Address City State Zip
BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE
SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT
CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE.
YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME
DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME
DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE
SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED
TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN
SHIPMENT AT HOME DEPOT'S EXPENSE.
THE LAW REQUIRES THAT THE HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT
TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL
AND WRITTEN NOTICE OF YOUR RIGHT TO
Acknowledged by: 11/11/2 41-
Customer's Signature Date
460 Standard Firm HIA (21 Jut 21) (E) Generated Date j1plp a2 , 12
_2 Lead/P01" P ? Q 7 R R R A V 0. 1
3MMEBMSKURE
4. Description of Work to be Performed
A detailed description of the work to be performed is included in the paragraph entitled Scope of Work, Specification,
Customer Summary Sheet, Quote Form, Estimate, Invoice or Measure which is included in this Agreement,
Approximate Start Date: [02/10/2023� Approximate Finish Date: o�JC?9/2023 All dates are approximate
and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in
confirming insurance coverage of Your claim for any repair, if applicable.
You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent
applies to this Agreement and all subsequent documents and written conimunications related to this Agreement. By
contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy
of the Agreement or related documents at no charge. By providing your consent and verifying your email address
above, you confirm that you have access to a computer that can receive and open emails and PDF documents.
Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified
below or in a payment addendum. Includes all applicable taxes. Excludes finance charges.* Contract Price: $ 6199--55
Sales Tax: $ 10.00 (If applicable, total amount of taxes included in Contract Price)
1.41axiinum deposit OIVLYapplicable in 311D, 111A, IVE (33%), IV, 0/7 (99%)
% 1100.0 I Deposit Amount $ 16199.55 1 Remaining Balance $ 10.0
Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan
agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this
Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No
funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments
made Davable to Home Depot.
By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services or (b)
order and arrange for the delivery of special order merchandise, including special order merchandise that may be
custom made, as specified in this Agreement. Do not sign if blank or incomplete, (Service Provider's or permitting
information may need to be provided to You later.) By signing, you acknowledge that: (i) You have read, understand,
and accept this Agreement in its entirety, including the General Conditions and State Supplement, if any; (ii) You
are receiving a complete copy of this Agreement; (iii) all rights and interests under this Agreement are solely vested
in the person listed as "Customer" above; and (iv) Electronic signatures will be deemed originals for all purposes,
x F- 11/11/2022
Customer's Signature Date
X L/s/ The Home Depot 11/11/2022
The Home Depot Digital Signature Date
For questions related to your installation, contact Service Provider at (813)
For any other concerns, contact The Hoine Depot at 1-800-466-3337
460 St -dad Form HIA (21 Jul. 21) (E) Generated Date 11/11/9n29 Lead/PO# f2c v 0.1.12
f•f. f•..
TIME 03:12:15
DATE 11111/2022
CSR & EXT TOM V. x21326 ALICE W. x21343
DEALER # 12226
CUSTOMER MATTHEW LASETER
JOB # F29755643
PO #
WINGUARD(IMPACT) ENERGYVUE(NON-IMPACT)
REMODEL NEW CONSTRUCTION
DEALER NAME
DESIGN CONSULTANT
ORDERED BY
ORDERED BY PHONE #
CITY, STATE
SHIP TO #
MDt? YES NO
IF'NO' INDICATE STANDARDS DESIRED
REQUIRED FOR MIAMI DADE:
WOOD OPENING
1/4" SS TAPCON
THD AT HOME SERVICES
David Wllson
#12 WOOD SCREW
1/4" SS4 CRETEFLEX
CONCRETE OPENING
§PEC SHIEJEITI#Sheet 1 Df 1
BOX/CRATE ORDER EMAIL SENT
YES NO YES NO
PGT USE
S.O.#
SHIP DATE
SHIP VIA
LEAD TIME AUTH
CHECKER'S INITIALS
SOLD ON PROMO
YES NO
11/3/22, 12:30 PM Florida Building Code Online
5500 Single Hung Impact \ '�
BCIS Home `; Log In User Registration', Hot Topics Submit Surcharge ! Stats & Facts Publications Contact Us BCIS Site Map Links Search',
d-bor
°' Product Approval
�'�
'USER: Public User
Product Approval Menu > Producs or Ap ication Search > application Li > Application Detail
c�\\�
FL #
Application TypeCode
El
VersionApplication
Status
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext21140
jrosowski@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 Ext21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
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 A. Lynn Miller, P.E.
Evaluation Report
Florida License PE-58705
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2023
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL1431R26 COI Cert of Indepq dencgL df
Referenced Standard and Year (of Standard) tandard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
ASTM E1886 2013
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL1435 R26 Egniv ASTM �188 Q4 Q�t4 E886 13a and E1996-d5 06 09
tQ E1996 17 Eq1 ivalency Letter 2020 Q2-09.pdf
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel20DuttTaLxE3%2bDySONo5eOnr5AYNdITKtHw%3d%3d 1/2
11/3/22, 12:30 PM
Florida Building Code Online
Sections from the Code
Product Approval Method Method I Option D
Date Submitted
08/10/2022
Date Validated
08/14/2022
Date Pending FBC Approval
08/23/2022
Date Approved
10/11/2022
Summary of Products
FL # Model, Number or Name 1 Description
1435.1 SH-5400 EnergyVue Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1435 R26 II EL54DQFPA-NI,pdff
Approved for use outside HVHZ: Yes Verified By; A. Lynn Miller, P.E. 58705
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other: Please see the Installation Instructions for design FLi435 R26 AE Eng Eval - 5H54QQ.p9f
1435.2 1SH-5500
WinGuard Vinyl Single Hung Window
Limits of Use ' Installation Instructions
Approved for use in HVHZ: No { FL1435 R26 II SHE 00FPA-LM.(1df
Approved for use outside HVHZ; Yes Verified By: A. Lynn Miller, P.E. 58705
Impact Resistant: Yes Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other; Please see the Installation Instructions for design FL1435 R26 AE Eng Eval - SH5500.pdf
pressure, size and anchorage information. Created by Independent Third Party: No
Contact U5 :: 2601 Blair Stone Road, Tallahassee FL 32344 Phone: 850-487-1824
The State of Florida is an AA/EEO employer, opaht 2007-201, State of Florida.:: PrivacyytA(ement :: Accessibility Statemenk :: Refund Statemen,
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1345. *Pursuant to Section 455.275(i),
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 enrolls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
rM W] Me:<.hstF
12
CMidit Card
I �77 .
https:lltloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODuttTaLxE3%2bDySONo5eOnr5AYNdlTKtHw%3d%3d 212
FLORIDA PRODUCT APPROVAL #1435
SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
MAX. SUCK WIDTH
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.
SEE TABLE 1
28'
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
B, SEE ~
MAX. MAX
12.1 O.C.
REGIONS.
SHEET
3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLES 2 & 3. ALL
A, SEE
WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX
sHEET3
INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
01
RECORD.
I
4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH, ANCHORS
AND FRAME CORNERS SHOULD BE SEALED. OVERALL SEALING/FLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
5) 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
WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION
OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
TABLE 1:
Window Suck Size
Configuration
Reinf.
Level
Design Pressure
Certification
(CAR) Number
Width
Height
pff
psf
52-1/8"
84"
Equal-lite
R1
50.0
50.0
LC-PG50
52-1/8"
84"
Std. ProView
52-1/8"
91-13/16'
Custom Sash
52-1/8"
84"
Equal -life
R2
65.0
70,0
LC-PG65
52-1/8"
84"
Std. ProView
52-1/8"
91-13/16"
Custom Sash,
MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY
HEIGHT 91.78" OR LESS).
L
I DESIGN PRESSURE RATING
r SEE TABLES 2 -6
MAX. BUCK WIDTH
SEE TABLE 1
28" IMPACT RATING -
12" MAX. RATED FOR LARGE & 'MALL
O.C. MISSILE IMPACT RESISTANCE
B, SEE MAX SHEET MISSILE LEVEL D, WINDZONE 4
A, SEE j--�
12* MAX.
SHEET 3
12" MAX.
- + O.C.
17.B67" MAX. 0.C.
I 17.867" MAX. D.C.
MAX.BUCK
HEIGHT SEE MAX. SUCK
TABLE I HEIGHT SEE
10"MAX- O.C. 01 TABLE 1
13.773" MAX. O.C. -110" MAk O.P
4--j— X
A
A 13.773" MAX. O.C.
2
61/2 MAX /2'MAX. C>
ELEVATION FOR TYP. EQUAL LEG FRAME, ELEVATION FOR TYP. FLANGE FRAME, z >
3�
ff 2
Z
EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION Z
(COTTAGE SIMILAR)
.0
MAX, BUCK WIDTH SEE TABLE I 2- MAX.
D, SEE 4' MAX, D.C.
SHEET 4
C, SEE
SHEET
4" MAX. 01 MAX. BUCK
O.C. HEIGHT SEE
X TABLE I
r
V
D 2" MAX.
ELEVATION FOR TYP. FIN OR J-CH 6,NNEL FRAME,
EQUAL-LITE CONFIGURATION
JLIMILARANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
SHAPES MAY BE USED BY
INSCRIBING THE SHAPE IN
A BLOCK AND OBTAINING
DESIGN PRESSURES FOR
THAT BLOCK SIZE FROM
THE TABLE 6N THIS SHEET.
�V LYNA,4////
ENS,�
No. 58705
Gba/08/22
,0 STATE OF
ORIOP'
//YONAL
"Iffilt0l
A. LYNN MILLER,
P.E.
P.E # 58705
co
0
Anchor Substrate
Min. Edge
Distance
Min.
Embedment
#10 SMS P.T. Southern Pine (SG=0.55)
(steel, 18-8 S . S. Steel, A36
or410S.S.) Steel Stud, A653 Gr. 33
Max. DIP of 50.0 psf Aluminum, 6063-T5
7/16"
1-3/8"
3/8"
0.0501,
3/8"
0.0346" (20 Ga.)
3/8"
0.0713" (14 Ga-)
#12 SMS P.T. Southern Pine (SG=0.55)
Steel, A36
(steel, 18 S. S.) -8 S.S. Steel Stud, A653 Gr. 33
or 41 0
Aluminum, 6063-T5
9/16"
1-30
3/8"
0.0501,
318"
0.0346" (20 Ga.)
3/8"
0,0713" (14 Ga.)
P.T. Southern Pine (SG=0.55)
3/16" Ultracon
� Concrete (min. 3.00 ksi)
Max. DP of 50.0 P
Ungrouted CMU, (ASTM C-90)
7/16"
1-3/8"
V
1-3/81,
2-1/2-
1-1/4"
P.T. Southern Pine (SG=0.55)
3/16" Ultracon+ Concrete (min. 3 ksi)
Max. DIP of 50.0 p sf Ungrouted CMU, (ASTM C-90)
7116'
1-30
ill
1-3/8"
V,
1-1/4"
P.T. Southern Pine (SG=0.55)
1/4" Ultracon Concrete (min. 2.85 ksi)
Ungrouted CMU, (ASTM C-90)
11'
1-3/8"
ill
1-3/4"
2-1/2"
1-1/4"
P.T. Southern Pine (SG=0.55)
1/4" Ultracon+ Concrete (min. 3 ksi)
Ungrouted CMU, (ASTM C-90)
ill
1-3/16'
1-3/4'
14/4"
P.T. Southern Pine (SG=0.55)
1/4" Crete -Flex Concrete (min. 3.35 ksi)
(41OS-S.)
Ungrouted CMU, (ASTM C90_)_
V,
1-3/&'
V,
1-3/4"
2--1/2"
—1-1/4"
Concrete (min. 3.275 ksi)
1/4" Aggre-Gatori —
(18-8s.s.) P.T. Southern Pine (SG=0.55)
Ungrouted CMU, (ASTM C-90)
1-1/2"
13/8"
ill
1-3/81,
2"
1-1/4"
Anchor
Substrate
I I
Min.Edge
Min.
I
Distance
Embedment
2-1/2' x .131' Common Nail
P.T. Southern Pine (SG=.55)
9/16,
2-7/16'
Max. DP of 50.0
2-1/2" x .131' Ring -shank Nail
P.T. Southern Pine (SG=.55)
9116,
2-7/16"
2-1/2" x , 145" Roofing Nail
P.T. Southern Pine (SG=.55)
9116"
2-7116"
P.T. Southern Pine (SG=-55)
3/4'
1-318"
#10 SMS
Aluminum, 6063-T5
318"
0.0713" (14 Ga,)
(steel, 18-8 S.S.
Steel Stud, Gr. 33
3/8,
0.0346' (20 Ga.)
or 410 S. S,)
Steel, A36
3/8'
0.050"
ANCHOR NOTES FOR TABLES 2 & 3:
1) "UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
2) PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE,
3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE
METAL SUBSTRATE.
Reinforcement
pperU
p
Lower Lite
Level
Bottom
rL_i
tt
a
Ra
R1
B
A
A_
��
A
REINFORCEMENT
REINFORCEMENT
REINFORCEMENT
TYPE A
TYPE B
TYPE C
5/16" A/A PVB
7/16" AIR SPAT
1/8" ANNEALED C
TEMPERED GLA:
DURASE/
SUPERSPACE
OR CARDIN,
vi cnr
---1 7/8" NOM. �-
5/16" A/A PVB —
3/8" AIR SPACE
3/16" ANNEALED OR
TEMPERED GLASS
DURASEAL,
SUPERSPACER
OR CARDINAL
XL EDGE
r'_I ACC -rVDr-Q
WINDOW SHAPES AS SHOWN BELOW OR
SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN
PRESSURES AND ANCHORAGE FOR THAT BLOCK
SIZE FROM THE TABLE ON SHEET 1.
WIDTH WIDTH
1: T
4) (p,
—1 7/B, NOM. �—
GE-7700 OR
DOW-791/983--
SILICONE
11 12" NOM.GLASS
I
BITE TYP.
EXTERIOR
GLAZING DETAIL
PVB INTERLAYER MANUFACTURED BY
KURARAY AMERICA. INC.
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No.58705
13
-p .. E/-/22
0 STATE OF
/110NAL
//0111W,
A. LYNN MILLER, P.E.
P.E 4 58705
SHOWN
INSTALLED
THROUGHlX
BUCKSTRIP
FLANGE
FRAME
SHOWN
BUCK
HEIGHT
EQUAL
LEG
FRAME
SHOWN
EDGE DISTANCE
EMBEDMENT
t
EMBEDMENT
T_
EDGE
DISTANCE
OPT. SASH TOP
LIFT RAIL
OPT.SASH
BOTTOM LIFT
HANDLETOCK
NO ANCHORS
REQUIRED IN
FLANGE OR
EQUAL -LEG
FRAME SILLS
FLANGE
FRAME
SHOWN
SHOWN
INSTALLED
DIRECTLY TO
SHOWN
INSTALLED
THROUGHIX
EQUAL
BUCK WIDTH FRAME
L_JnDI7(1KI_rAI A A SHOWN
INSTALLATION THROUGH EXTERIOR
THE FRAME, INTO METAL ID
INSTALLATION NOTES
EMBEDMENT
I __j
EDGE
DISTANCE
EDGE
DISTANCE
—t
1) SEE SHEET 1 FOR SPACING REQUIREMENTS.
2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 1/4".
4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET
DESIGN REQUIREMENTS.
5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES,
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No. 58705
G�8 '_
8/22
STATE OF
"kORIOf"
c�
A. LYNN MILLER, P.E.
P.E.# 58705
SHOWN INSTALLED
THROUGHTHE
FRAME
J-CHANNEL
FRAME j�
SHOWN II jI
BUCK EI ,
HEIGHT
EXTERIOR
a
FIN
FRAME
SHOWN
A;
SHOWN
INSTALLED
THROUGH
THE
INTEGRAL FIN
SHOWN INSTALLED SHOWN INSTALLED
EDGE DISTANCE THROUGH THE
THROUGH THE
FRAME INTEGRAL FIN
[--- EMBEDMENT -I
VERTICAL SECTION D-D
EMBEDMENT
OPT'. SASH TOP
LIFT RAIL
IOPT.SASH
BOTTOM LIFT
HANDLEILOCK
EDGE
DISTANCE
EDGE
DISTANCE
a
E
DIS'
FRAME��I BUCK WIDTH � anuvvry
SHOWN i
HORIZONTAL SECTION C-C
EXTERI,
a -
INSTALLATION THROUGH
THE FRAME, INTO METAL
EXTERI,
A
INSTALLATION THROUGH THE
INTEGRAL FIN, INTO METAL
INSTALLATION NOTES
v1ENT
1) SEE SHEET 1 FOR SPACING REQUIREMENTS,
2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 1/4".
4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET
DESIGN REQUIREMENTS.
5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES.
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* ; No. 58705'
y 8fC _
/22
0 •. STATE OF (�
i LOR....
/ IONAI
A. LYNN MILLER. P.E, '...
P,E.H 58705