HomeMy WebLinkAbout19-21937 CITY-OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 .,21937
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION Vp
Permit Number: 21937 Address: 38453 5TH AVE-HISTORIC
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: COMMERCIAL, Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-15300-0070
Improv. Cost: 8,000.00 OWNER INFORMATION
Date Issued: 10/21/2019 Name: HUDGINS DREW BEN
Total Fees: 120.00 Address: 38453 5TH AVE
Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542-7625
Date Paid: 10/21/2019 Phone: 813-714-2016
Work Desc: REPLACE 12 WINDOWS
CONTRACTOR(S) APPLICATION FEES
BAHR'S ALUMINUM INC BUILDING FEE 120.00
Mi
Ins pectio s Required
FOOTER 2ND ROUGH PLUMB MI SG INSULATION CEII ING- !I
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 Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each 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.
—JaCOdNT�—U&OR SIGNATURE PERMIT OFFIC&
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
.i�.r aft.
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: bar-
Date Received: 10
Site: ' S3
Permit Type:
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.
9
Kalvin itzer—Plans Examiner Date ontra'ctor omeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Recelved Phone Contact for PermitUni S 3 -7 82— 3•6 13
r 1 1 1 1 1 1 1 I M t
Owners Name FTCCLO IAA 1 n Owner Phone Number 7 S -55 3
Owners Address
15.3 Ve Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address //Jj
JOB ADDRESS 38 y 5 3 4' Hve Ze 1 is Ft-. 335 yZ LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTRR ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR �' COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME Q `STEEL =
DESCRIPTION OF WORK TR.e6ce 12 W t nciot'z)S
BUILDING SIZE SO FOOTAGE HEIGHT
iRUILDING $ $ OOD'oo VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ ^ `a
ZAL D`
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 11
=GAS = ROOFING 0 SPECIALTY = OTHER AfN
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY �(5 A1001(4tAM
SIGNATURE W REGISTERED I IXY N FEE CURREK N
Address a, _& `#
, Blvd,2e ti r / F� 33Sy LicenseYn'° f j 0 _ Y ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREK Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK LILN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRET
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllll
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,Stomnvater 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 Attomey(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(PlottSurvey/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 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 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"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"Will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill Will be used only to fill the area Within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed With the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTRISID TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR 100tWE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
if219'I-
Subscribed and swom to(or affirmed)before me this Subscribed and swam o( rrn d)before me this
by /D-/D-/9 by
Who Is/are personally known to me or has/have produced Who is/are personally known me ye produced
as identification. \��Q`("a}llI tion.
�,•�MMISSIO/V /
Notary Public 4 7 9'• Notary Public
Commission No. Commission No. Ar
8
Name of Notary typed,printed or stamped Name of Notary type e 5�• O e
J
O9 •'�yi�u9h 1 s�S�;�•\'� OQ��
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Plan Review
Windows & Doors
1-) Need manufacturing installation specifications:
2) Must meet.sections R308 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.
8) No work shall start without permit first:
INSTR#2Q19172646 OR BK 9987 PG 840 Pagel of 1
loll0/2019 09:38 AM Rcpt:2098057 Rao: 10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles, Esq.,Pasco County Clerk&Comptroller
r
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No. 11 2621.0010.15300.0070
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section
713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT.
1. Description of property(tegd description:) 33M sth AVENUE.ZEPHYRHILLS,FL.33542 : 11.28-21.0010-153WM70
a) Street Address: 34853 CHELMSFORD LANE,ZEPHYRHILLS,FL.33541
2. General description of improvements REMOVE AND REPLACE 12 WINDOWS
3. Owner Information
a) Name and address: DREW KN HUDGINs : 38453 5Ih AVENUE,ZEPHYRHILLS,FL.33542
b) Name and address of fee simple titleholder(if other than owner)
c) Interest in property OWNER
4. Contractor information
a) Name and address: MARTY MONeARREN : 0607 GALL BLVD,ZEPHYRHIL LS,FL 33541
b) Telephone No.: (813)7823513 Fax No.(Opt.)
5. Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.: Fax No.(Opt.)
6. Lender
a) Name and address:
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served;
a) Name and address:
b) Telephone No.: Fax No.(Opt.)
8. In addition to himself,owner designates the following person to receive a copy of the Lienoes Notice as provided in Section
713.13(1)(b),Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No.(Opt.)
9. Expiration date ofNotice of Commencement(the expiration date is one year from the date of recording unless a different date is
specified):
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IPROVEMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK ORS i1 j1 iG YOU NOTICE OF COMMENCEMENT.
15 STATE OF FLORIDA 5� P14 ' ,/
COUNTY OF PASCO F ON'•. A
Oy V�,,07,? ;• � S�i/gnature OF Owner or Own,' rued Officer/Director/Partner/Manager
000331647 Print Name
The foregoing instrument w� $d,�`e this day of i6C4.o1,)a- ,20�,by e�J ucl ins
��i Owner (type of authority,e.g.OFICRr.trustee,attorney fact)for
tjflllltittilt�l� (name of party on behalf of whom instrumenPwas a cuted.
Personally Known OR Produced Identification Notary Signature --
Type of Identification ProducedG Name(print) le•'e c !6'�
Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the facts stated
in it are true to the best of my knowledge and belief. _
FORMs7NOUVI&,7 a o
5iauwr N Pawn ong A _e
7
I_c�
STATE OF FLORIDA, COUNTY OF RASCO
� . THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ir.yu:flve 7;,�t� , �c N FILE OR OF PUBLIC RECORD IN THIS OFFICE
ITNE S MY HAND AND OFFICIAL SEAL THIS
DAY OF 2
! H '� ✓ ,XD CLERK&COMPTROLLER
��� OF Eloj� BY DEPUTY CLERK
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Prgduct ARoroval Menu>product or Application Search>Apglicailon List>Application detail
m
FL# FL1435-R22
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 2231ALL WORK SHALL COjVjpLy WITH pREVAIL1NG
druark@pgtindustries.com CODES FLORIDA 13UI'LDING COD
NATIONAL ELECTRIC CODE Eo
Authorized Signature ens Rosowski so wskf@pgtindustries. DINMCEE AND THE ClTy OF ,
j ZEPH�(REf1bL.S
Technical Representative Lynn Miller, P.E.
Address/Phone/Emall 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext21142
Imiiler@pgtinaustries.com REVIEW DATE
Quality Assurance Representative CITY OF ZEPW
r
Address/Phone/Email PLAN EXAMINER
!,.-,
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
f✓ Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 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
• 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# Model,Number or Name Description
1435.1 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 Quality Assurance Contract Expiration Date
Impact Resistant:No 02/16/2022
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R22 II SH-200.pd
pressure,size and anchorage Information.The Pass-Thru Verified By:A.Lynn Miller, PE 58705
version was not tested for water Infiltration. Created by Independent Third Party: No
Evaluation Reports
FL1435 R22 AE SH-200 STD Evaluation 0917.pd
Created by Independent Third Party: No
1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R22 C CAC 190-1003CAR2.12d
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/08/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1435 R22 II SH-200HD.Qd
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-200 HD Evaluation 0917.pdf
Created by Independent Third Party: No
1435.3 SH-800 WlnGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1435 R22 C CAC Certification SH800 C.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
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.122(
pressure,size and anchorage information. Verified By: A.Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R22 AE SH800 Eval 0917.E
Created by Independent Third Party: No
1435.4 SH-5400 EnergyVue Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R22 C CAC Certification-SH5400.pd
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-5400.12d
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 0917.0f
Created by Independent Third Party: No
.1435.5 SH-5500 WlnGuard.Vinyl,Single-Hung Window
Limits ofUse .Certification;Agency Certificate _
Approved for use,In-HVHZ:`No -FL1435' 12 A rtifl a ion-SHSSOO.pdf
Approved for use'outside HVHZ-Yes Quality.Assurance,Contract Expiration Date
Impact:Resistantq:Yes 10/01/2021._
!Deslgn'Pressure:N%A, Instailation:Ins 50tructions.
Other:.Please see,the:Installation'Instcuctions for design FL1435-Z2 -II -sM-50:
pressure,.slie andanchorage`informatlon. VerifiedlByd'A:Lynn Miller;P.E.58705
Created by Independent,Third Party:No
�Evalualfon Reports.
`FL1435 R22 AE SH 5500-Edaluetion-0917:p�1f
:Created:by-Independent.Third Party: No
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.C2gypaht 2007-2013 State of Florida.::Prlvacv Statement•:Ar_co«iblay 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 public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails
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:
Credit Card
Safe
MAX SUCK WIDTH
MAX BUCK WIDTH SEErASLE I
SEE TABLE 1 2W MAX SUCK WIDTH
28' MAX. SEE TABLE i
MAX. 12, O.C. 2'MAX.
12" D.C. B.SEE MAX O.SEE 4'MAX.O.C.
B,SEE MAX. SHEET 3 SHEET4
SHEET 3 A,SEEj
12'MAX.
SHEET 3 SWEETE
4
SHEET3 12,MAX
+
17.8 MAX.O.C. f I /
I iTOW MAX.O.C.
MAX.SUCK I
-—I— 4'MAX 0 MAX.SUCK
HEIGHT SEE MAX BUCK D.C. HEIGHT SEE
TABLE 1 HEIGHT SEE X TABLE I
x 1(r MAX.O.C. TABLE I
13VTMAX.O.C. 140r'MAX,
JA E
A 13.7rX A AX O.C.
I 1�
64rrmokx e4rr MAX
NO ANCHORS AT SILL 40AWMMATEILL D 2"MAX
ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, EQUAL-LITE CONFIGURATION
EQUAL-CITE CONFIGURATION PROVIEW10RIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
(COTTAGE SIMILAR)
TABLE 1:
GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Buck Size Configuration Level
Design Pressure Certification
VINYL SINGLE HUNG WINDOW WIiii—_Height Level (*)psi pal (CAR)Number
1)THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WITH THE 40* 63, EquaHift R4 50.0 70.0 1WI022
REQUIREMENTS OF THE FLORIDA BUILDING CODE. W 62* Equal-Ifte SHAM MAY BE USED BY
INSCRIBING THE SHAPE IN
2)ALL WOOD BUCKS LESS THAN I-W THICK ARE TO BE CONSIDERED IX 36' 62" Sid.PmView R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY DESIGN PRESSURES FOR
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.Irr THICK OR GREA79FL 3(r 674?/16' Custom Sash THAT SLOM(SIZE FROM
IX AND 2X BUCKS{WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8r W Equal-Ilte, THE TABLE ON THIS SHEET.
LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR} 52-116' W Std.PmView R1 50.0 50.0 1WI021
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-118" 91-13/16' Custom Sash
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/6r 64" EquaMe
ANCHORS SHOULD BE SEALED.OVERALL SEAUNGRASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8' W Std.PFoView R2 65.0 70.0 1WI026
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-118" 91-13/16* Custom Sash'
MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT IS NOT FLUSH DTHE 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.
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VINYL SH WINDOW FPA(NON-IMPACT) 4 12113114
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE i 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 8 GENERAL NOTES&ELEVATIONS J ROSOWSKI PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ;j,
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 0
DISSIMILAR MATERULLS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CENT.OF AUTH.#2MG
BUILDING OWE FOR CORROSION RESISTANCE. 1070 TECHN
OLOGY DRIVE
N.VENICE,FL 34275 A.LYNN MILLER P.E.
i SH-54W NTS 1�2'1 i or-4 FPA-5400.0
fall P.EJ 58706
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN y
Andw Substrate On.Edpe Min. in
Anchor SubatraM M .Edge Mln.
Distance Embtdmerd Distance Embedment
SMS P.T.Southem Phe(SG=D. VY81 2 tQ x.131'Common Hal
(steel.1"S.S. Steel.A38 31V 0.057 Max.DP of$0.0 P.T.Southem Pine(SG=.66) Bfi6' 2-7116"
or 410 S.S.) Steel Stud.A653 Or.33 3W 0.0346'(20 Ga.) 2-112'x.131'RIWharik Nall P.T.Southern Pine(SG--.55) 9/16' 2-711W
Max.DP of 30 0 Aluminum 6053-75 3fS 0.0713" 14 Go. 210 x.t4S Roofing Dail P.T.SWU*m Pine(SG=.56) 9/16' 2 7116'
#12 SMS P T Southem Pine(SG-0.5) 6+16' 1-3f6" P.T.Southem Pine(SG=.55) 34' 1-w
Steel,A3a
(steel,1ti 8 S.S. Steel Stud,
A M Gr.
3 ff p_03W(2D GGa.) (steel.O"S S.S.
Alarm T5 3W 0713'(14 Ga)B' 0.
or
or 410 5.S.) Steel S Gr.33 3J8' 0.0348"(20 Ga)
3116•Uitraeon P.T.Southem Pine(SGo-O. 7/16' 1.3/6 I Steel, D'
(steel) Conerde %185 ksp Y 1lvr WINDOW SHAPES AS SHOWN BELOW OR
Max.UP Of 56.0 ftmted WU—.MW C-91H 2-142" 1-1/4' ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE
P.T.Soithtm Pine(SG■0.55) 1 1.318'• GE-77W OR SHAPE IN A BLOCK AND OBTAINING DESIGN
1/4'Ultralxm Gmerete(min.265ksi) 1' 1.3/4" 1)'11NGROUTED CMU'VALUES MAY DOW-701- PRESSURES AND ANCHORAGE FOR THAT BLOCK
BE USED FOR GROUTED CMU SILICONE SUE FROM THE TABLE ON SHEET 1.
{Steil) tin led CMU,(ASTM C4I0) 2-1R` 1.1hr APPLICATIONS. irz'NOM.GLASS —►J WIDTH I+——�-( WIDTH
CmcHeta I 285 ks1 2 V2' IwMr arm omTYP. r
2)PANHEAD,FLATHEAD OR I
P.T.Sadbe(Pine O■D.55 1' 1.3/8' EXTERIOR
HIEXHEAD ARE ACCEPTABLE. Y, f/�
1/4'Clete-FMt: Generate(min.3.35 kst 1' 1�314' � � � �� �
U ted CMU. STM C-IM 2-112" 1.114' 3)ANCHOR LENGTH TO BE$O THAT
Concrete min.131 ksi 2-V2 1.3/d' A MIN.OF 3 THREADS EXTEND _ °
BEYOND —METAL SUBSTRATE
Concrete(min.3.275 ksl 1-1/2 13/8"
1/4"Apg'e{tet°r P.T.Scuumm Pkle(SG=0.b5} r f TYP.GLAZING DETAIL fjj j
Un CMU. TM C-60 T I 14W Y` i
AN7WsfOV AMMOP
(EOl1ALtm:a XWOO wROvawmit SHOWN)
—+"-� 3/4'NOM. —+{ 3/4'NDM. T/e'NOM. 7/3'NIOM.
11W ANNEALED OR I 3H6'ANNEALED OR_ I I 1
TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5116'A/A PVO---
1/2'AIR SPACE 31W AIR SPACE 7/16'AIR SPACE 3/8'AIR SPACE {
%'ANNEALED OR___ 3116"ANNEALED OR 116'ANNEALED OR 3/16'ANNEALED OR
TEMPERED GLASS TEMPERED GLASS TEMPERED, TEMPERED GLASS
DURASEAL, al DURASEAL, 16 DURASEAL, DURASEAL,
SUPERSPACER_tK SUPERSPACER SUPERSPACER SUPERSPACER
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL
XL EDGE XL EDGE XL EDGE XL EDGE
GLAZING TYPES
TABLE 4:REINFORCEMENT TYPES LA
Reh+fOrcemerlt ;`'•ai;;'.,....... �'
REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C
Upper Ute Lower Ute
Level Bourn Gomm Side s e ;•,.t,r't;:=.
Raft Top Pall Rail Rails S VINYL SH WINDOW FPA(NON-IMPACT) 12113114
R1 B A A A "GLASS/ANCHOR OPTIONS J ROSOWSKI � L+J S 7 ':
a.
R4 B A A N A CERT.OF AUTN.O282B8
N by
1070 TECHNOLOGY DRIVE .21
�g
N.VENICE,IF 342T5 I
PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA.INC.) (H41}460-16DD If-Io SH-S4iX1 y NTS N 2 OF 4 FPA-5400.0 z° A.LYre+ P.E.
I
EDGE DISTANCE
SHOWN
INSTALLED
THROUGH IX
SUCKSTRIP EMBEDMENT
FLANGE ------ SHOWN SHOWN
FRAME INSTALLED IN
STALLED
SHOWN DIRECTLYTO
It I SUBSTRATE THROUGHIX EMBEDMENT
EMBEDMENT B
EDGE t DISTANCE
EDGE
DISTANCE
On.SASH TOP
EDGE
LIFT RAIL EXTERIOR DISTANCE
c
FLANGE EQUAL
LJ FRAME
BUCK WIDTH I LEG
FRAME
U I HORIZONTAL SECTION A-A SHOWN
BCK
HEIGHT
EXTERIOR 1)SEE SHEET 1 FOR SPACING REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
<�3 SUBSTRATE REQUIREMENTS.
R
3)MAX SHIM THICKNESS TO BE 114*.
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN
OPT SASH
FLANGE REQUIREMENTS.
BOTTOM LIFT FRAME 5)FIN AND(OR FLANGE MAY BE REMOVED TO CREATE
HANDLEILOCK SHOWN OTHER FRAME TYPES.
EQUAL
LEG
FRAME XTE
SHOWN INSTALLATION THROUGH E RIOR
THE FRAME,INTO METAL
NO ANCHORS
REQUIRED IN
OW FPA{NON-IMPACT) 12113114 -%
EQUAL-LEG
I,F�T �'4' FLANGE OR VINYL SH WIND
FRAME SILLS FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI Ct
CERT.OF A 4
VERTICAL SECTION B-13 29M
-- .
.. ........
1070 TECHN OLOGY DRIVE
k's
N.VENICE.FL 34275 .....
(941)A ..
-ISH-5400 11 M16 00 I't 30F4 FPA-5400.0 lifl I A.LYNN MILLER,P.E.
SHOWN INSTALLED
SHOWN INSTALLED EDGE DISTANCE SHOWN INSTALLED THROUGH
THROUGH THE INTEGRAL FIN
THROUGHTHE FRAME
FRAME EMBEDMENT EDGE DISTANCE
J-CHANNFL EMBEDMENT
E 1 1 1 -
SHOWN 0 -_
c
EMBEDMENT
EDGE
DISTANCE ��� � ^ � I I
OPT.SASH TOP EXTERIOR
LIFT RAIL lu r--731 FIN
UUU FRAME
I FRAME BUCK WIDTH ANNEL SHOWN
SHOWN
0 Fl HORIZONTAL SECTION C-C
INSTALLATION NOTES:
BUCK
HEIGHT 1)SEE SHEET I FOR SPACING
REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
REQUIREMENTS.
3)MAX SHIM THICKNESS TO BE 114'.
EXTERIOR 4)GLASS SHOWN IS FOR ILLUSTRATIVE
DPURPOSES ONLY AND MAY DIFFER TO
MEET DESIGN REQUIREMENTS.
OQ TO CREATE OTHER FRAME TYPES.
OPT.SASH
'
FIN J BOTTOM UFT HANOLEAJOCK
SHOWN FRAMEFIN FIN
EXTERIOR FRAMERKM FRAME SHOWN SHOWN
INSTALLATION THROUGH INSTALLATION THROUGH THE
THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL
SHOWN EDGE
INSTALLED
DISTANCE
THROUGH
DISTANCE THE VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14 .
INTEGRAL FIN
J-CHANNEL&INTEGRAL FIN FRAMES[',-mj J ROSOWSKI
EMBEDMENT J,
CERT.OF AUTH. M 4 29
VERTICAL SECTION D-0
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 A,LYNN MILLER.P.E.
(941)-4Wl SH-5400 NTS ��4 FPA�5400 n t
P115am