HomeMy WebLinkAbout20-295 B
iQ
�WHIG City Of ZephyrhillS PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813)780-0020 BAR-000295-2020
Fax: (813)780-0021 Issue Date: 07/01/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
03 26 210200 00000 0270 6429 Ashville Dr
Owner Information Permit Information Contractor Information
Name: CHRISTOPHER MEYER Permit Type:Add/Alter(Residential) Contractor: BAHR'S ALUMINUM INC
Class of Work:Add/Alter Residential
Address: 6429 Ashville Dr Building Valuation:$1,100.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
1
Phone: (813)390-3793 Mechanical Valuation:$0.00 -17
Plumbing Valuation:$0.00 i I
Total Valuation:$1,100.00
Total Fees:$68.25 J
Amount Paid:$68.25 GGG
Date Paid:7/1/2020 3:53:05PM
Project Description
REPLACE 3 WINDOWS S/S
Application Fees
Building Plan Review Fee $22.75 Building Permit Fee $45.50
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.
COWRACtOftSIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
BAHRS-
ALUMINUM & CONSTRUCTION
8607 Gall Blvd, Zephyrhills FL -(813)782—3513
To Whom It May Concern :
This Letter Serves to approve the following individuals as "Authorized Agents"on behalf of
Marty Monbarren doing business as Bahr's Aluminum & Bahr's Aluminum and Construction :
Steve Page II
Kenten Monbarren
Nick Burgess
Regards,
4—Zl =--
Ma Monbarren-Contractor
State of Florida County of Pasco
The foregoing instrument was acknow, d ed before me this da
by(name of person acknowledging.) � .USSO v�C� 1� ► '�
i
"......N MELISSA L.QUATTLESAUM
(. Notary Public-State,ot Florida
=• •' Commission s GG Expires
+.,p���r�;; My Commission Expires
''soil August 22,2023
Signature of off^ry Public,
Type/Stamp Name of Notary
Personally known: I
Produced Identification:
Type of Identification Produced:
i
I
f
i
i
j
i
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 6/25/2020 Phone Contact for Permitting 813 782 - 3513
Owners Name Christopher Meyer Owner Phone Number 813-390-3793
Owners Address 6429 Ashville Drive Owner Phone Number
Fee Simple Titleholder Name I I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 6429 Ashville Drive,Zephyrhills, FL. 33542 LOT#
SUBDIVISION Silver Oaks PARCEL ID# 03-26-21-0200-00000-0270
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR® ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK Remove and Replace 3 'Windows on Rear of Home, Size For Size
BUILDING SIZE SQ FOOTAGE= HEIGHT
®BUILDING $1,100.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ 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
BUILDER ::1COMPANY Bahrs Aluminum
SIGNATURE REGISTERED ILYY N FEE CURREN N
Address 860 all Blvd,Zephyrhills, FL.33541 1 License# I CRC057444
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
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#
I111111111111111111111111111111111111111111111111111111111111111111
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 Fortes.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormmwater 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.
1.-1-1....- ....... .... ....... .... .... . .�.—..�..-. .
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(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 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, Welland 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
TE TO OB , I WITH YOUR LENDER AN FORE RECORDING YOUR N E OF 01NCEMENT. W _ i/�Pq�o
OWNER OR AGENT CONTRACTOR J%K n ON
�'9
Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to r med)befor a is • y �����•.
by by nwr en
Who is/are personally known to me or hasihave produced Who is/ar a onalry wn to h s/have produced
as identification. as identification. •m
• #GG331647 A:
q •a���o \OSJ0•1��
�� 9`• ;Ph lst Stagy;•••�C3 NN
Notary Public Nof'(vjr ••••• F� \\\
STlJ�
Commission No. Comm' ion No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
Parcel ID 03-26-21-0200-00000-0270 (Card: 1 of 1)
Classification 00100-Single Family
Mailing Address Property Value
MEYER CHRISTOPHER SCOTT& Ag Land $0
BROOKE ELIZABETH Land $20,765
6429 ASHVILLE DR Building $143,208
ZEPHYRHILLS, FL 33542-4889 Extra Features $863
Physical Address
6429 ASHVILLE DRIVE, Just Value $164,836
ZEPHYRHILLS, FL 33542 Assessed (Non-School Amendment 1) $90,060
Homestead -$25,000
Legal Description (First 200 characters) Additional Homestead -$25,000
See Plat for this Subdivision
SILVER OAKS VILLAGE-PHASE ONE PB 35 Non-School Taxable Value $40,060
PGS 63-67 LOT 27 OR 8592 PG 711 School District Taxable Value $65,060
Jurisdiction Warning:!A significant taxable value increase may occur when sold.
CITY OF ZEPHYRHILLS Click here for details and info. regarding the posting of exemptions.
Land Detail (Card: 1 of 1)
Line Use_ Code rDescription !Zoning,Units (Type Price Condition (Value
1 O100R LP1-1 __ SFR OPUD 5,500.00 SF j $3.65 _ 1.00 $20,075
2 1 0100R LP1-2 SFR OPUD 1,726.00 SF $0 40 1.00 $9
_ Additional Land Information _
Acres Tax Area FEMA Code Res Code ; Com Code j Condo Code
0.17 30ZH X I SOVG j SOVG SOVG
View Sketch Building Information - Use 0100-Single Family Residential (Card: 1 of 1)
Year Built 2002 Stories 2.0
Exterior Wall 1 Above Average Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall 1 Drywall Interior Wall 2 None
Flooring 1 Ceramic Clay Tile Flooring 2 Carpet
Fuel Electric Heat Forced Air- Ducted
A/C Central Baths 2.0
Line ;CodeDescription Sq. Feet IValue
1 BAS01 LIVING AREA r_ 1,092 $89,927
2 FINISHED UPPER STORY _ _ 528 _ $39,117 —
3 FGR01 FINISHED GARAGE— _ —_325 $10,706_
4 FOP01 _ FINISHED OPEN PORCH 168 $3,459
Extra Features (Card: 1 of 1)
Line _ ;Code lDescription 'Year--,Units (Value
1 RDWSWC DRVWAY/SIDEWALK CONC 2002 302 $628
2 ! RDCFENCEi DECORATIVE FENCE 2002 ; 630 $235
Sales History
Previous Owner: PATTON KARRY C &SEI KARRY C
Month/Year Book/Page Type _ ;DOR Code _;Condition Amount
08/2011 8592 / 0711 Warranty Deed T 01 Improved i $90,000
12/2003 5662 / 1433 Quit Claim Deed Improved Y $0
06/2003 5411 / 1974 Warranty Deed j -' Improved $125 000
06/2002 4987 / 0928 Warranty Deed Improved $119,000
05/2000 4367 / 1394 Warranty Deed Vacant $0
A arS 6-1�u�i►?um ? Cns4cuc n
ke.�e- 'Residence
Z�t7�i�ch+lls f FG. 3,35�#2 5
Parcel
skv; Ive
' tl
?a-i
♦ , 1O • •
Na
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications I Contact Us BCIS Site Map'I Links I,Search
d-b
a
!!!LLL� � � I Product Approval
--.USER:Public User
6� .
Product Approval Menu>Product or Application Search>Application List>Application Detail
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 l�
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski ALL WORK SHALE_COMPLY WITH PREVAILING
josowski@pgtindus'd?J NATIONAL ELECTRIC CODE,
FLORIDA BUILDING CODE,
I
Technical Representative Lynn Miller,P.E. AND THE CITY OF ZEPHYRHILLS
Address/Phone/Email 1070 Technology Dr ORDINANCES
N Venice,FL 34275
(941)486-0100 Ext 21142 oL®(miller@pgtindustries.com
Quality Assurance Representative Rv-JOEW )E WR�11
Address/Phone Email
vi k EXp,Nl1NER
Category Windows P�
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/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-SH200.12d
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
171-1435 R22 AE SH-200 STD Evaluation 0917.pdf
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 f
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 511-200HD.p�
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 H6 Evaluation 0917.12d
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 CAC Certification SH800 C,12d
'Approved,for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/07/2020
Design P.ressure:'N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1435 R22 II SH-800c.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 SH800 Eval 0917.pdf
Created by Independent Third Party:;No
i
14�35. S -5 00 Energ,Vu Vinyl Sin le Hun Window
PL—Mit—srojUsne Certi yea io enc Ce ca e
p oved or u e i HVHZ:No F. 14 R-r -A • ..•if- •i - _ pd
p oued fo use outsi a 14 142.Y Quality u ance Contract Ex iration Date
jDjeImpact Res"sta to No 08 13 2'02]. '
s"g Pressure:N A Instal atio Instr c ions
Oche r Please se_ the Installation Igstructions for design 14 _
res ure, "ze a d anchorage information. Verified By.A.Lynn Miller,P.E.58705
Created by In epende t Third Party: No
Evalua.10 Re orts
FLL43S R22 AE, A40 Bualuation 09d7.pd
Created by IndependentThird Party: No
1435.5 SH-5500 WinGuard Vinyl Single Hung Window)
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ:No FL1435 R22 C CAC Certification-SH5500.pdj
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.pdf
I
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.pdf
Created by Independent Third Party': No
• back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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 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 850.487.1395.*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.BUCK WIDTH
SEE TABLE 1
MAX.BUCK WIDTH 28* MAX.BUCK WIDTH
SEC TABLE 1 MAX. SEE TABLE 1
2a' 12, D.C. .DI 2"MAX.
MAX. B,SEE MAX. 0,SEE 4*MAX
12' D.C. SHEET 3 ------ SHEET
8,SEE MAX.
SHEET 3 71 A.SEEF 12'MAX C,SEE
A,SEE SHEET SHEET 4
SHEET3
17,867'MAX,D.C.
MAX.BUCK 4'MAX. 0 MAX.BUCK
0 O.C. HEIGHT SEE
HEIGHT SEE MAX.BUCK TABLE 1
[�11 TABLE I 11 HEIGHT SEE X 4
10*MAX.O.C. 0 TABLE I
13.773*MAX D.C. 110'MAX,Of
x C
A 13.773*MAX.O.C.
6-I12"MAX. 6-112"MAX. D— 2'MAX. ---I r—
NO ANCHORS AT�SILL B NO ANCHORS ATSILL
ELEVATION FOR TYP.FIN OR J-CHANNEL_FRAME
ELEVATION FOR TYP.FLANGE FRAME, - EQUAL-LITE CONFIGURATION
g0t.),�
ELEVATION FOR TYP.CONFIGURATION-EQUAL LEG FRAME, PROVIEW10F�I[EL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGuRATION§l
.L:!JITE (COTTAGE SIMILAR
TABLE 1:
(
GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT,_ Window Suck Size Configuration Reinf. Design Pressure Certification CAR)Number
VINYL SINGLE HUNG WINDOW Width Height Level (+)pef psf
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 40" 63" Equal-lite R4 50.0 70.0 190-1022
REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36' 62" Equal4fte SHAPES MAY BE USED BY
INSCRIBING THE SHAPE IN
2)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE CONSIDERED I X 36" 62" Std.ProView R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UN17 IS INSTALLED DIRECTLY
36' 67-9/16* Custom Sash DESIGN PRESSURES FORTHAT BLOCK SIZE FROM
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE I-112'THICK OR GREATER.
I X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/B" im. Equal-lite 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). 52-1/8- 84" Std.ProView RI 50.0 50.0 190-1021
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 91-13116" Custom Sash
OR STUCCO,USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-118" 84' Equal-lite
ANCHORS SHOULD BE SEALED,OVERALL SEALING/FLASHING STRATEGY FOR 52-1/8" W Sid.ProView R2 65.0 70.0 190-1026
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-118" 91-13/16' Custom Sash
4)MAX.JW 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 ANCHOREDTO RESISTLOADS IMPOSED ON THEM BYTHE WINDOW.
ti VINYL SH WINDOW FPA(NON-IMPACT) 1-6' 12/13114
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
NNOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE GENERAL NOTES&ELEVATIONS J ROSOWSKI
33.113%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 INTOWOOD.ANCHORS THAT COME INTO CONTACTWITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.!
BUILDING CODE FOR CORROSION RESISTANCE.
1070 TECHNOLOGY DRIVE IN
N.VENICE,FL 34275
A.LYNN MILLER.P.E.
Ill
FPA 8! P.E.#58705 SH Wo 12-1 NTS 1 OF 4 -5400.0 I'A(941)-480-1600
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min.
Distance Embedment Distance Embedment
#10 SMS P.T.Southern Pine(SG=0.55) 7/16" 1 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 9116" 2-7116"
(steel,18-8 S.S. Steel,A36 3/8" 0.050" Max.DP of 60.0
or410 S.S.) Steel Stud,A653 Gr.33 318" 0.0346"(20 Ga.) 2-1/2"x.131"Ping-shank Nail P.T.Southern Pine(SG=.55) 9116" 2-7/16"
Max.DP of 50.0 Aluminum,6063-TS 3/6" 0.0713" 14 Ga.) 2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 9116" 2-7116"
#12 SMS P.T.Southern Pine(SG=0.55) 9/16" I've, P.T.Southern Pine(SG=.55) 3/4" 1-318'
(steel,I"S.S. Steel,A36 318 0.050 #10 SMS Aluminum,60B3-T5 318" 0.0713"(14 Ga.)
or410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) (steel,1"S.S.
Or 410 S.S,) Steel Stud,Gr.33 3/8° 0.0346"(20 Ga.) '
Aluminum,6063-TS 3/8" 0.0713" 14 Ga. Steel,A36 3/8' 0.050"
3116"Ultracon P.T.Southern Pine(SG-0.55) 7/16" 1.J8" l
(steel) Concrete(min.2.85 ksi) V 1-Y&I WINDOW SHAPES AS SHOWN BELOW OR i
Max.DIP Of 50.0 Ungrouted CMU,(ASTM C90) 2-1/2" 1-1/4" ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE
P.T.Southem Pine(SG=0.55) 1" 13/B" GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN
114"Ultracon Concrete(min.2.65 ksi) 1" 1 31Q" 1)-UNGROUTED CMU"VALUES MAY DOW-791 PRESSURES AND ANCHORAGE FOR THAT BLOCK
BE USED FOR GROUTED CMU SILICONE SIZE FROM THE TABLE ON SHEET 1.
(steel) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/Q" APPLICATIONS.
Concrete(min.285 ksl) 2-1/2" 1�4" 1/2°NOM.GLASS —�{ WIDTH ��- �{ WIDTH 0 BITE TYP
�—
P.T.Southern Pine(SCr0.55) V I've, 2)PANHEAD,FLATHEAD OR EXTERIOR TT T
HEXHEAD ARE ACCEPTABLE. T }
14'Crete-Flex Concrete(min.US ksi) 1" 1-/4" I I
(410 S.S.) Ungrouted CMU,(ASTM C90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT T T
Concrete min.3.35 ksi 2-1/2" 1.314" A MIN.OF 3 THREADS EXTEND w w W O
Concrete(min.3.275 ksi) 1-1/2" 1318" BEYOND THE METAL SUBSTRATE.
1/4"Aggre-Gator TYP. GLAZING DETAIL = W = / �_
P.T.Southern Pine(SG 0.55) 1" 1318" I V� I
(18 8 S.S.) Un muted CMU, ASTM C90 2 1-1/4" i i / 1
DI i
(EOUAL•RALI7E SHOWN)USTOP ARCHTOP
(PROMEW/ORIEL SHOWN)
i
�{ 3/4'NOM. �— �{ 3/4"NOM. 7/9'NOM. 7/8"NOM.
I I I I
1/8"ANNEALED OR 3/16"ANNEALED OR
TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5116"A/A PVB
1/2"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE
1/8"ANNEALED OR 3/16"ANNEALED OR \ 1/8"ANNEALED OR 3/16"ANNEALED OR i
TEMPERED GLASS TEMPERED GLASS le TEMPERED GLASS TEMPERED GLASS
DURASEAL, DURASEAL, DURASEAL, DURASEAL,
SUPERSPACER_ 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
Reinforcement L)
REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C
Upper Lite Lower Lite .e.rr5 x j
Level Bottom To Rail Bottom Side VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14. f
Rail P Rail Rails - )
" GLASS/ANCHOR OPTIONS om J ROSOWSKI =''.' ( L+ (S
RS B A A A
R4 B A A N/A CERT.OF AUTH.#29298
1070 TECHNOLOGY DRIVE ' '
N.VENICE,FL 34275 u A.LYNN MILLER,P.E.
PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941)-480-1600 SH-5400 _ NTS 2 OF 4 o i FPA-5400.0 ¢z° P.E.#59705
t
EDGE DISTANCE
SHOWN T
INSTALLED
THROUGHIX
BUCKSTRIP /////V/ X//EMBEDMENT
7/ 1 ' 1 1 ___L F
SHOWN SHOWN
FLANGE INSTALLED INSTALLED
FRAME DIRECTLY TO THROUGH`IX EMBEDMENT
SHOWN SUBSTRATE BUCKSTRIP
it
EMBEDMENT
[� ,�OD } /X
EDGE
EDGE DISTANCE
DISTANCED��
P"
Ix
OPT.SASH TOP EDGE
DISTANCE
LIFT RAIL Jjj EXTERIOR
S
FLANGE EQUAL
FRAME LEG
SHOWN BUCK WIDTH FRAME
HORIZONTAL SECTION A-A SHOWN
SUCK
HEIGHT
INSTALLATION NOTES:
1)SEE SHEET I FOR SPACING REQUIREMENT&
EXTERIOR 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
1 OPT.SASH REQUIREMENTS,
FLANGE BOTTOM LIFT 6)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
JJ HANDLEILDCK FRAME OTHER FRAME TYPES.
SHOWN
EQUAL LE
LEG
EXTERIOR
FRAME INSTALLATION THROUGH
SHOWN THE FRAME,INTO METAL
NO ANCHORS
REQUIRED IN
FLANGE OR ti VINYL SH WINDOW FPA(NON-IMPACT) 0 12113/14
EQUAL.LEG FLANGE&EQUAL-LEG/BOX FRAMES �tj J ROSOWS
FRAME SILLS KI rC 115
ki
CERT.OF AUTH,
VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE as
N.VENICE,FL 34275 A.LYNN MILLER,P.E.
1(941)-480-1600 T,- FPA-5400.0 P.
EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED
SHOWN INSTALLED THROUGH THE
THROUGH THE
THROUGH THE - yI FRAME INTEGRAL FIN
FRAME EMBEDMENT`� w�J_ EDGE DISTANCE
f\ ��� +
J-CHANNEL __ J \�_ EMBEDMENT
FRAME _
SHOWN O —
II o
EMBEDMENT
a Q EDGE i
DISTANCE
/ lS 1J OPT.SASH TOP
n EXTERIOR
LIFT RAIL
FIN j
FRAME
J-CHANNEL SHOWN
a D FRAME BUCK WIDTH
SHOWN
° HORIZONTAL SECTION C-C
i
INSTALLATION NOTES,
BUCK
HEIGHT a 1)SEE SHEET 1 FOR SPACING
REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
REQUIREMENTS. i
3)MAX.SHIM THICKNESS TO BE 1/4-. i
EXTERIOR D�� D� 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.
aOPT.SASH IIRRIIIII III III L�
1 BOTTOM LIFT
FIN n J HANDLEILOCK I
FRAME Q +
SHOWN EXT,JE�RI,IOR F FREE Q E�TT:RIOR Fil
FRAME
i SHOWN SHOWN I
INSTALLATION THROUGH INSTALLATION THROUGH THE I
f---I�O�❑ THE FRAME.INTO METAL INTEGRAL FIN,INTO METAL ti•''"'I I:!;,
SHOWN EDGES'
INSTALLED -
THROUGH —� ``—!—— DISTANCE -
THE — � EDGE ;_� VINYL SH WINDOW FPA(NON-IMPACT) S 12/13/14
INTEGRAL FIN i _
-- DISTANCE o J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI -' � (� �S -
:,- '. ='
�- EMBEDMENT ® •:..J.,'. S:Pr•.C:i'.:F
CERT.OF AUTH.
VERTICAL SECTION D-D ;v }/p,)/,�_>�;,• i
----- ---- 1070 TECHNOLOGY DRIVE
N.VEN ICE,FL 34275 4 v �$
A.LYNN MILLER,P.E.
(941}480-1600 SH-5400 NTS r 4 OF 4 o z° FPA-5400.D z° P,EJt 58705
,� j