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City p Y of Ze h rhills fr PERMIT NUMBERz "
5335 Eighth Street ' ,ry
Zephyrhills, FL 33542 BAR-000891-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 10/20/2020
Permit Type: Add/Alter (Residential)
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10 26 210120 00000 0740 37409 Wedgewood Drive
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�,.a ; Owner lnformatwn ,• >> _ Permit`InformationContractor�lriformationr;..k
Name: FREDRICK&MARGIE SAULL Permit Type:Add/Alter(Residential) ContraJBBAS ALUMINUM INC
Class of Work:Add/Alter Residential
Address: 37409 Wedgewood Dr Building Valuation:$3,000.00
ZEPHYRHILLS Electrical Valuation:$0.00 c " nPhone: (740)360-8901 Mechanical Valuation:$0.00 I l
Plumbing Valuation:$0.00 `1
Total Valuation:$3,000.00
Total Fees:$82.50
Amount Paid:$82.50
Date Paid:10/20/2020 1:43:49PM
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Pro ectDescri tion .,t.
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REPLACE 7 WINDOWS S/S
Application Fees ,' SO
Building Permit Fee $55.00 Building Plan Review Fee $27.50
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 subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit 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 add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
1 L
-78MO20 City of Zephyrhills Permit Application Fax-813-780-0021
! ry r� f(^1� Building Department o
Date Re/ved 1 Ol 1 GJG FO JilPhone Contact for Permitting 113 990 -- 7880
Owners Name Fredri SaU�� Owner Phone Number 740-360-8901
146 OTIS ALLEN RD.#106 ZEPHYRHILLS,FL 33540
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 37409 WEDGEWOOD DRIVE,ZEPHYRHILLS, FL 33542 LOT# 74
SUBDIVISION I WEDGEWOOD MANOR7 PARCELID# 10-26-21-0120-00000-0740
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN = DEMOLISH
e INSTALL 8 REPAIR
PROPOSED USE = SFR 0 COMM ® OTHER Aluminum
TYPE OF CONSTRUCTION = BLOCK = FRAME STEEL 0
DESCRIPTION OF WORK REPLACING 7 WINDOWNS,PGT 5400 SERIES,SIZE FOR SIZE.
BUILDING SIZE �� SO FOOTAGE HEIGHT
®BUILDING $3000.Q0 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING S
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V
41
=GAS = ROOFING Q SPECIALTY u OTHER JW
�
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO U
BUILDER r � � � /'j�f C.pMPANY Bahrs Aluminum
SIGNATURE I�JR GISTkED Y N FEECURREN Y N
Address 8607 Gall Blvd,Zephyrhills,FL,33541 License# CRC057444
ELECTRICIAN COMPANY
SIGNATURE l REGISTERED I Y! N FEE CURREN I YIN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y 1 N FEE CURREN LILN
Address License# l
MECHANICAL COMPANY F
SIGNATURE REGISTERED Y 1 N FEE CURREN I Y I N
Address I License# ��
OTHER COMPANY
SIGNATURE REGISTERED YI N FEECURRER YiN
Address License# �—
litlittlliililtiliiilll ! l / / / tttliiltit / [ t / / t ! ! ! l1lltiit ! ! liiliiitii
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 subdivisionsllarge 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 wl Slit 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.
. . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (A1C 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(PloYSurveylFootage)
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 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 swornto(or affirmed)before me this Subscribed and sbwo to(or ff ad) fore n7e this
y r
Who islare personally known to me or has/have produced Who is/are pe o ally known tom or has/have produced
as Identification. _ � as Identification.
DIONAARFARAS `1
Notary Public <JOt P IIc
Commission No. iss*No.
n lres _ 2
1
Name of Notary typed,printed or stamped Name of otary typed,printed or stamped
INSTR#2020160181 OR BK 10184 Pc 3183 Page 1 of 2
09/29/2020 09:02 AM RCpt:2208578 Rec:18.50 DS:O.DO IT:0.00
Nikki Alvarez-Sowles,Esq„Pasco County Clerk&Comptroller
P—*Na, PGrceIIDNo 1�-.��-zilo�zv-ocec�-c�-�i
NOTICE OF CONMENCEMENT
S1.1ad . .�.t.trL.i�.. camtycr �iJ.lLC1
THE UNDEFMONED haeeyS-notice C41mprovement V4 he made to O..U,."peperly,ae1 h ea«deAaeuoh CTbyse741,FaAde SlaWW%
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ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 743.PART 4.SECTION T19.41 FLOWDA STATUTES MID CAN
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M A SU8MS_DION IN SECTION 10,TOWNSHIP 26 S.,RANGE 21 E..
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BCIS Home Log In User Registration i—Hot Topics Y� Submit Surcharge i Stats&Facts Publications , Contact Us ( BCIS Site Map Links Search
ti fir+!Product Approval
USER:Public User
Product Approval Menu>Product or Apo tip cation Search>&pjjgation List>Application Detail
FL#
FL1435-R22
YK 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 Ext22318
druark@pgtindustries.comREVIEW DAT
Authorized Signature Jens Rosowskl CITY OF kEP '
jrosowsk]@pgt]ndustr]es.ccRfli AN EXAMINER-
Technical Representative Lynn Miller,P.E. Q�1.�►
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext 21142
]miller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email wtv
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A OL"�l QIRI�ABU'i.-U. ll 4l:z�G�C� ,
Category Windows e ODS'
Subcategory Single Hung Ti���� 1��"
TNF Cl-ty 9C
Compliance Method Certification Mark or MINA -F-S
Certification Agency Keystone Certiflcatlons,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/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-SH200.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.odf
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.pd
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.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-200 HD Evaluation 0917 RSA
Created by Independent Third Party: No
1435.3 SH-800 WinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R22 C CACCertification 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.pdf
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 0 17 pdf
Created by Independent Third Party: No
-5400�__.�--) � EnergyVueVlnyhSingle-Hung-Window----------,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R22 C CACCertification-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 H- 400.pd
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
Created by Independent Third Party: No
1435.5 SH-5500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R22 C CAC Certification-SH5500 ndf
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-5500.12d(
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-5500 Evaluation 0917.pff
Created by Independent Third Party: No
bacl< alni
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Qpydght 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 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:
rChecl M
Credit Card
Safe
MAX.BUCK WIDTH
MAX,BUCK WIDTH SEE TABLE 1
SEE TABLE 1 28" _ MAX BUCK WIDTH
MAXA D.C.
SEE TABLE 1
12, MAX
A . �— B.SEE .MAX. r 2"MAX
B,SEE MAX. O.C. SHEET 3 ) D.SEE —+-•j 4"MAX.O.C.
SHEET 3 A,SEE-+. SHEET4
A,SEE _ 12'h--1I`AX SHEET 3� _ I 12MAX, SHEET4
SHEET3' —,{1t - /
17.86T MAX.D.C.
O I MAX BUCK , t �— 4,MAX I /
_ HEIGHT SEE �1 MAX.BUCK
-- —� TABLE 1 _ I MAX.BUCK D.C. - HEI TAABLET
BLE 1
10'MAX.
X D.C. HEIGHTSEE. I TABLE i x
13,773=MAX.D.C, — -- 10'MAX.O.C.
q ,1�3.7'73�M7}�AX O.C.
6-i W MAX. 1 I
6.12'MAX
B .NO ANCHORS AT SILLANCHORS AT SILL (— 2"MAX.
7
ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, EQUAL-CITE CONFIGURATION -
EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATIONM LAR(COTTAGE SIMILAR) ANCF aR DIMENSIONS FOR OTHER CONFIGURATioNs1
TABLE 1:
GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT_ Window Buck Size Reinf. Design Pressure Certification
VINYL SINGLE HUNG WINDOW Width Height Configuration Level + CAR
( )P� (-1 Psf (CAR)Number
/)THIS PRQOUC7HAS BEEN DEStGNE0 d TESTED TO COMPLY WITH THE 40" 63^ Equal-lite R4 50A 70,0 19OA022 '
REQUIREMENTS OF THE FLORIDA BUILDING CODE 36" 62' Equai-rite =AA
BE USED BY
2)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED IXr33'5
HE SHAPE IN
" 62' Std.ProView R4 50.0 50.0 190-1027 OBTAINING
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY
70 SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12-THICK OR GREATER. " 67-9116" GUS(Om SBSh SSURES FOR
1X AND ZX BUCKS(WHEN USED)SHALL 8E DESIGNED TO PROPERLY TRANSFER SIZE FROMLOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52-1/8 84" Equal-lite N THIS SHEET.
RESPONSIBILITY OF THE ENGINEER.MOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 84" Sid.ProView R1 50.0 50.0 190-1021
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 91-13/i6" Custom Sash
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 62-1/8" 84" Equal-Iite
ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8" 84" Std.ProView R2 65.0 70.0 190-1026
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
52-118" 91-13116" Custom Sash
4)MAX.1/4•SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF r' <
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BEf' '�.•-'
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. �• •
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE C ,= VINYL SH WINDOW F2.-
12/13/1A -"7 •-- -•• _
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE //
33.173%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS "'GENERAL NOTES$E J ROSOWSKI . (i(PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
'jtdANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER m -u 1DISSIMILAR MATERIALSSHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29296BUILDING CODE FOR CORROSION RESISTANCE. •.1070TECHNOLOGYDRIVEo- :' ' •N.VENICE,FL 34275
(941}480-1600 SH-5400 NTS 1A-5400,0 'z A LYNN MILLER P.E.
P.E.q 66705
t
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor Substrate Min.Edge Min. Min.Edge Min. "
Distance Embedment Anchor Substrate Distance Embedment
#10 SMS P.T.Southem Pine(SG-0.55) 7/16" 13/8" 2-1/2"x.131"Common Nail P.T.Southem Pine(SG=.55) 9/16" 2-7/16"
(steel,184 S.S. Steel,A36 3/6' 0,050" Max.DP of 50.0
or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/27 x.131"Ring-shank Nail P.T.Southem Pine(SG=.55) 9/16" 2-7/16"
Max.DP of 50.0 Aluminum.6063-T5 3/8" 0.0713' 14 Ga.) 2-1/2"x.145"Roofing Nall P.T.Southem Pine(SG=.55) 9/16" 2-7/16"
#12 SMS P.T.Southem Pine(SG=0.55) 9116" 13/8" P.T.Southem Pine(SG=.55) 3/4' 1-WB"
Steel,A36 3/8' 0.050" #10SMS
(steel,1"S.S. Aluminum,6063T5 ale' 0.0713"(14 Ga.)
Steel Stud,AB53 Gr.33 3/8" 0.0346"(20 Ga.) (steel,18-8 S.S.
or 410 S.S.) Aluminum,6063-T5 3/8" 0.0713" 14 Ga. or 410 S.S.) Steel Stud,Gr.33 3/8" 0.0346'(20 Ga.)
3/16"Ultracon P.T.Southem Pine(SG-0.55) 7/16" 13/8"
Steel,A36 318' 1 0.050"
(Steel) Concrete(min.285 ksi) 1" 13/8" WINDOW SHAPES AS SHOWN BELOW OR
Max.DP of 50.0 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE
P.T.Southem Pine(SG=-0.55) 1' 13/8" GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN
1)-UNGROUTED CMU'VALUES MAY DOW-791 PRESSURES AND ANCHORAGE FOR THAT BLOCK
1/4"Ultracan Concrete(min.2.85 ksi) 1" 13/4 BE USED FOR GROUTED CMU SILICONE SIZE FROM THE TABLE ON SHEET 1.
(steel) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" I APPLICATIONS. ---. :f
Concrete min.285 ksi 2-1/2" 1:54" 1/2'NOM.GLASS +{ WIDTH �; WIDTH �—
P.T.Southem Pine(SG=0.55) 1" 13I8" 2)PANHEAD,FLATHEAD OR EXTERIOR O SITE TYP_. - -
HEXHEAD ARE ACCEPTABLE
114"Crete-Ilex Concrete(min_3.35 ksi) 1" 13/4" a I �/
(410 S.S.) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' 3)ANCHOR LENGTH TO BE SO THAT �/ F� �� { I
Concrete min.3.35 ks( 2-1/2" 13/4- A MIN.OF 3 THREADS EXTEND L7 (7 C7 r
BEYOND THE METAL SUBSTRATE '
Concrete(min.3.275 ksi) 1-1/2" 13r8" = = w r,_
1/4"AggreGatar P.T.Southem Pine(SC�.55) t" 13/8 TYP.GLAZINGDETAIL W = ___.� �= i
Ungrouted CMU, ASTM C�0 2' 1-114" z i // y !
RAoIUSTOP ARC TOP i
(EQUAL.LQESHOM) (PROVIEATORIEL SHOWN)
3/4'NOM. i —�{ 3/4'NOM. �— —�-{ 7/8'NOM. —� 7/8-NOM. 1
1/8'ANNEALED OR_ 3/16"ANNEALED OR J
TEMPERED GLASS TEMPERED GLASS 5/16'A/A PVB 5/16'A/A PVB—
3/8"AIR SPACE 7/16"AIR 3/8"AIR SPACE1/2'AIRSPACE
1/8"ANNEALED OR_ �� a 3/16"ANNEALED OR `1 1/8-ANNEALED OR 3/16"ANNEALED OR
TEMPERED GLASS • TEMPERED GLASS T, TEMPERED GLASS L TEMPERED GLASS
DURASEAL, DURASEAL, DURASEAL, DURASEAL,
SUPERSPACER __• / SUPERSPACER___t�K SUPERSPACER SUPERSPACER_
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL
XL EDGE XL EDGE XL EDGE XL EDGE
GLAZING TYPES IIf1�I ,�Jp
TABLE 4:REINFORCEMENT TYPES +�' I^� L
Reinforcement
REINFORCENT TYPE A REINFORCENT TYPE 8 REIN FORCENT TYPE C
Upper Lite Lower Ute
Level Bottom Bottom Side
Top Rail ti VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14. I
Rail Rail Rails
Rl B A A A GLASS/ANCHOR OPTIONS R,a JROSOWSKI ` L+ (S
R2 C A A A ® I
R4 B A A N/A CERT.OF AUTH.#29296
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
941 480-1600 SH-5400 r NTS 2 OF 4 o z FPA-5400.0 q A LYp EA59705
MILLER.
P.E.
PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA.INC.) ( )-
,t
---�-- EDGE DISTANCE
SHOWN PST TE ii/ �
INSTALLED
f.
THROUGH IX
BUCKSTRIP EMBEDMENT
FLANGE SHOWN
FRAME `` ``^~ INSTALLED SHOWN
V
SHOWN ---� __ DIRECTLY TO INSTALLED
EMBEDMENT - ---y SUBSTRATE THROUGH iX — EMBEDMENT
' BUCKSTRIP
i J EDGE ✓- .�'�.'�' OC.�� ,1 /—ICI J '•`• EDGE
r, L� DISTANCE '�: ' /^^ �L_ ) /% '• DISTANCE
V-�� j( OPT.SASH TOP !;; 'f I L' '�t`�/`�i'�,:'-` ` , -`/ .• EDGE
LIFTRWL � I�+ EXTERIOR 1 ',f f ' DISTANCE
T�.
FLANGE i EQUAL I
LJ FRAME I �_y.�.._._._..._.—__._. __. LEG
0 SHOWN Ir"^^""""' — BUCK WIDTH
.:� FRAME
HORIZONTAL SECTION A-A SHOWN
BUCK I -
HEIGHT
IN�"�n� STALL N ATIO NOTES_
EXTERIOR\� }tt 1)SEE SHEET 1 FOR SPACING REQUIREMENTS.
�Jf 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
r, 3}MAX.SHIM THICKNESS TO BE IW-
�-I h — 'I GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
' !• (� ONLY AND MAY DIFFER TO MEET DESIGN
( OPT.SASH Q r- ------� REQUIREMENTS.
`C BOTTOM LIFT FLANGE
HANDLFJLOCK FRAME ' I -- S)FIN AND/OR FLANGE MAYBE REMOVED TO CREATE
SHOWN 1� OTHER FRAME TYPES.
EQUAL � It , 'I�+ '
LEG 1 '
FRAME
SHOWN, -. INSTALLATION THROUGH EXTERIOR
�'L—�L J�ILI THE FRAME,INTO METAL
/ /',• NO ANCHORS
REQUIRED IN -
�'• '' .�,:•' '+'•':f FLANGE OR
/., ,;',•`,' '' `' EQUAL-LEG VINYL SH WINDOW FPA(NON-IMPACT) �5 12113/14
f` ,r
FRAME Slus a FLANGE&EQUAL-LEG/BOX FRAMES p,4 J ROSOWSKI
VERTICAL SECTION B-B CERT.OF ALIT H.029296 Ll. 2G
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 a
(9411-460-1600 SH-5400 ? NTS h 3 OF 4 k_ FPA-5400,0 .r A.LYNN MILLER,P.E.
RE 0 5B705
SHOWN INSTALLED EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED
THROUGH THE THROUGH THE
FRAME FRAME THROUGH THE
INTEGRAL FIN
J-CHANNEL EMBEDMENT EDGE DISTANCE
FRAME
SHOWN
U EMBEDMENT
:
LUCIE DISTANCE
OPT.SASH TOP
LIFT RAIL I
+� .Jt L"�C (J`"'� V 4� �.
FIN
J-CHANNEL FRAME
FRAME SHOWN
SHOWN SUCK WIDTH
BUCK HORIZONTAL SECTION C--C
HEIGHTth!§IALLATJON NOTES:
1)SEE SHEET 1 FOR SPACING
REQUIREMENTS,
2)SEE TABLE(S)ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
EXTERIOR REQUIREMENTS.
3)MAX.SHIM THICKNESS To BE 114'.
41 GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO
MEET DESIGN REQUIREMENTS.
IN 1OQi 5)FIN AND/OR FLANGE MAY BE REMOVED
TO CREATE OTHER FRAME TYPES.
FIN BOT70M LIFT
'N-) I OPT.SASH
FRAME )
_j;HANDLEILOCK
S
j EXTERIOR FRAME E FIN XTERIOR FRAM
15 SHOWN r-A r-1-1 IG SHOWN
L___L INSTALLATION THROUGH INSTALLATION THROUGH THE
C= THE FRAME.INTO METAL INTEGRAL FIN.INTO METAL
SHOWN
INSTALLED EDGE
THROUGH DISTANCE
THE
__T r INTEGRAL FIN :: _:l"
EDGE VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14
DISTANCE
EMBEDMENT 9.J-CHANNEL&INTEGRAL FIN FRAMES It, J ROSOWSKI
VERTICAL SECTION D-D CERT.OF AUTH.#29296
1070 TECHNOLOGY
N.VENICE,FL 34275
10—A80_1600
SH-5400 N7