Loading...
HomeMy WebLinkAboutSUBMITTED PAPERS-- "I SCANNED BY Lucie County St. Lucie County) Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR REPLACEMENT OF Permit Number: /01j/�: WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 1 b -0 / v 1. LOCATION/SITE ADDRESS: as I Z7,64e-1-1A VF, 27 6r J-u elI5., 1`:74- B $447,'� 2. PARCEL ID NUMBER: &/ /T f.3-29/ OD44Y—©0G —D 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: AJ 4. TYPE OF STRUCTURE: SFR 1/ ' MOBILE HOME OTHER I 5. OWNERS INFORMATION �j 6. Name: 6F2ALD a �Ol% � J7�LF1ti /1% ZA1, Z Address: c;2-d City: }'/.a/-c%1: State: FL Zip: Phone: 7;�a CONTRACTOR'S INFORMATION FL Reg/Cert #: Eee-006-731e % County Cert #: Business Name: dOU%y`LOR/�/i �GCtIM'A),0In ��DvG`�s,�,c) t✓ , Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 _ Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph` 30 mph 40 mph Windows & Skylights Exposure B — O FC�T ZZZ,U ��P -•73 .6 A 5`f 3S` Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size ��j 7. VALUE OF CONSTRUCTION: $ 11560 d FEES DUE: RECEIPT: / / `( OWNER'S AFFIDAVIT: I certify that all of the information contained in this ap 'cati orrect and at all work will be done in compliance with all applicable laws regulating cons cti d zoning. PRINT QUALIFIERS/OWNERS NAME OF QUALIF R/OWNER STATE OF FLORIDA, COUNTY OF / • /�� �// ACKNOWLEDGED BEFORE ME THIS _ DAY OF _ _0 20�, BY 6A2YOM-1�1Yf%/%IWHO IS ERSONALLY KNOWN TONE OR WHO HAS PRODUCED AS IDE TIPIQATION. SIGNATURE 0 0 Y TYPE OR PRINt NAME OF NOTARYj9 TITLE: NOTARY PUBLIC COMMISSION NUMBER vj�b ©�`T 1 "' ��4 � uwuunmmu®uvvuno�.ouuwrou� BEVERLY J. SANBORN Comm# M0641459 - a Expires 2J10011 e . � . Florida NotaryAsan., lm C Foveuwvwv�a�oavvevvvvvvue�uunuuu...� i .-A ST. LUCIE COUNTY Vinyl Siding NOTICE 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 []Attadh 2 dopies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must.be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a.primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE.ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building. activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ '4 ` ' OWNERS INFORMATION: ....... ............................................ 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION: ........................................... Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property. on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors &Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 �+� , ..�t+. •'t 1. �l '`t JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3542472 OR BO- ,253 PAGE 1198, Recorded 12/14/2010 '09:48 AM PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal descrription and street address) TAX FOLIO NUMBER: Jw? 2. GENERAL DESCRIPTION OFIMPROVEMENT: t&ZAIGG 3. OWNER INFORMATION: a. NameG6/egz%i_G•• b.Address dU/ 47EFielyl at/f _ V/.JI/-L .-WV i7A _c.interest inproperty /YU-,�o d. Name and address of fee simple titleholder (if other than owner) Aq 4. CONTRACTOR'S NAME. ADDRESS AbW PHONE NUMBER: L� jTH FJ.QR DR 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: N / f4 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: /✓ /� i 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida S(atutes: NAME, ADDRESS AND PHONE NUMBER: A) Z A i 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration is I year from the date of recording unless a different date is specified) _, 20_ `1ignature of Owner or ' Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of S�G1F The foregoing instrument was acknowledged before me this tJ� day of lUD ✓FIYI QF2 20 / -Q By 6F2A4D as O W /U 62 (Name of person) (Type of authority.., e.g. Owner, officer, trustee, attorney in fact) For % L (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: L. ...N...NN...NN. ..... ..N....N.... NM BEVERLYJ.9ANBORN Comrr# DD0641459 F �l '_ Et�,It�asylBrzot� (Printed Name o Notary Public) (Signature of Not Pub ' w.......N....... Florida NohryAwy Inc L Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my tmowi-Mge and""""""""' belief (section 92.525. Florida States s). Signature(s) Ow (s) r Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By: By. ,,TATE OF ROPt4DA +. Ll"CIE COURT`t By: Florida Building Code Online Page 1 of 2 BCIS Home �� Log In User Registration Hot Topics ( Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ,Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # , FL10288-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Robert Clark bclark@pgtindustries.com Technical Representative Robert Clark Address/Phone/Email 1070 Technology Dr. Venice, FL 34275 (941)480-1600 Ext21106 bclark@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By FlLmh` COPY, Product Approval Method Method 1 Option A Date Submitted 05/08/2009 Date Validated 05/08/2009 http://www.floridabuilding.org/pr/pr_app_dtI. aspx?param=wGEVXQwtDquGot0kaJvZZ... 12/14/2010 Florida Building Code Online Page 2 of 2 Date Pending FBC Approval 05/15/2009 Date Approved 06/09/2009 Summary of Products FL # IlModel. Number or Name Description 10288.1 DH-2160 JIVinyl Double Hung Window } units of Use Certification Agency Certificate 1Ihpproved for use in HVHZ: No FL10288 R3 C CAC 190-449-CAR.odf Approved for use outside HVHZ: Yes FL10288 R3 C CAC 190-450-CAR.odf Impact Resistant: No FL10288 R3 C CAC 190-451-CAR.odf Design Pressure: N/A FL10288 R3 C CAC 190-452-CAR.Ddf Other: Equal Lite, Cottage, or Oriel format 47.5"x73.5" FL10288 R3 C CAC 190-453-CAR.odf size achieves a rating of H-R35, and 35.5"x73.5" size FL10288 R3 C CAC 190-454-CAR.Ddf achieves a rating of H-1150. Double units up to FL10288 R3 C CAC 190-455-CAR.Ddf 95.5"x73.5" or Triple units up to 131.5"x73.5" with FL10288 R3 C CAC 190-459-CAR.Ddf Continuous Head and Sill In Equal Lite, Cottage, or Oriel FL10288 R3 C CAC 190-460-CAR.odf format (max. component window width 47.5") achieve H- Quality Assurance Contract Expiration Date R35. E1300 glass requirements may limit product size or 12/31/2011 require glass upgrades to achieve full design pressures. Installation Instructions Please see test report ATI-79780.02-401-44 for FL10288 R3 II 79780.02-401-44.odf additional information. Verified By: Keystone Certifications, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10288.2 DH-2360 PGT Double Hung Vinyl Window Series DH 2360 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10288 R3 C CAC 199-495CAR.odf Approved for use outside HVHZ: Yes FL10288 R3 C CAC 199-496CAR.odf Impact Resistant: No FL10288 R3 C CAC 199-497CAR.odf Design Pressure: N/A FL10288 R3 C CAC 199-498CAR.odf Other: 54"x91" size achieves a rating of H-LC35, and FL10288 R3 C CAC DH 2360 - Car - 486.odf FL10288 R3 C CAC DH 2360 - Car - 487.Ddf 48"x86" size achieves a rating of H-LC50. Unit Reinforced Quality Assurance Contract Expiration Date in Sash Keeper Rail only at 32"x56" achieves H-LC50*. E1300 glass requirements may limit product size or 02/25/2013 require glass upgrades to achieve full design pressures. Installation Instructions Please see test report ATI-88626 for additional FL10288 R3 II 88626 02-401-47-r1 Fax.odf information. FL10288 R3 II 90764 01-401-47-r0 Fax.odf FL10288 R3 II DH 2360 - Anchorage.odf Verified By: Robert Clark 39712 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 987-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: F@e= M scrurity.%u i-ttIcs- Yarl5i9n Trnsted Y€Mlri � http://www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGEVXQwtDquGot0kaJvZZ... 12/14/2010 Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 6 Page: 1 Of: 1 �E,YSTONtg, Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: Issue Date: Revision Date: Expiration Date: Company Code: 199 - 736.0 10/29/2009 10/29/2009 10/22/2013 199 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. I Licensee Information: I Product Information: I PGT Industries (NC) 2121 Heilig Road Salisbury NC 28146 Model: DH2260 Equal Double Hung Operator Type: H Config: EM/IM/AV/BR, GS-1/8" Ann IG Max Width: 52 I Max Height: 62 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-05 H-R45 1324x1575* (52x62*) Neg DP=50 Qualifying Test Information: Test Report No: ATI-93761.01-401-47-R1 Test Report Expiration: 10/22/2013 Authorized Signature: f Digitally signed by Jon Hill DN: cn=Jon Hill, o=Keystone Certifications, Inc., ou=Vice President, kemail jhill@keystonecerts.com, c=US L-t� , Reasonsl,attest to the accuracy and Integr ry of this document Date:'2009.10.2915:01:03-04'00' Keystone Certifications, Inc. 1790 Old Trail Road, Suite D Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 W W W. KEYSTO N EC ERTS. C O M GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2007 EDITION FOR THE DESIGN PRESSURES LISTED IN THE APPLICABLE PRODUCT TEST REPORTS. 2) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. MAX 10" 3) WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1-1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS TYP' INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1-1/2" THICK OR _ GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANTAS APPROPRIATE FOR SUBSTRATE MAX MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 11 1/2" ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING TYP. CODE CHAPTER 20. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) TRIM PIECES, DRYWALL, STUCCO, FLASHING ETC. ARE ONLY SHOWN FOR GENERAL REFERENCE AND ARE DONE BY OTHERS. 8) MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO) IS 1" FOR ANCHORAGE THROUGH FRAME INTO WOOD OR CONCRETE. MINIMUM EMBEDMENT INTO WOOD SUBSTRATE IS 1-3/8": INTO CONCRETE SUBSTRATE IS 1-3/8" AND INTO CMU/MASONRY SUBSTRATE IS 1-1/4'. 9)REFERENCE TEST REPORTS: ATI 93761.01-401-47, AT[ 93761.02-401-47 AND ASSOCIATED STAMPED LABORATORY DRAWINGS. 10) EQUAL LITE SHOWN. ANCHOR QUANTITY AND SPACING APPLIES TO ORIEL SASH UNITS AS WELL. 11) THREE (3) ANCHORS REQUIRED IN HEAD AS SHOWN 12) ANCHORS REQUIRED IN JAMB SHALL BE: A) ONE (1) REQUIRED 10" MAX. FROM HEAD IN BOTH JAMBS B) ONE (1) REQUIRED 6" MAX. FROM SILL IN BOTH JAMBS C) REMAINING ANCHOR QUANTITIES AS REQUIRED TO MEET 11-1/2" MAX. O.C. SPACING IN BOTH JAMBS TYP. T TYP. NO ANCHORS IN SILL An ! o % ..,.®a..:.... Robert J. Amoruso FL P.E. No 49752 MAX. 11 112" TYP. MAX. 6" TYP. :1535N. St, Ste. C25 RoaWd ft 329bb 321.6510•1733' 132 PG7INDUSTMES 7w liRwatommoRmAC0mmu f0707ECHNOLOGYDRlYE mwA9rnFExnumEPRgmmcrN7r 1NAYTSrRk3AAo=,K Cp6mm NLV MS ft 31275 MDPR[PREURYMPtYTMNOMC DOaAMCM4YAEWOORREPRODM PT s„yyM.y,. ANYF0WK MffTW0YFE=hRMW DH2260 D—dpl : C�AV B) DH 2260 INSTALLATION wrPro vEanortko s w.. sn..t Roso.kl era. 10/30/09 NTS 1 m 3 4 'Q• e` P e':4'' SEAL BY INSTALLER a a ' 1.x BUCK 114" MAX. SHIM HEAD 0 3/16' ELCO ULTRACON 6' FROM CORNERS S (1) @ MIDSPAN n I1 1-3/8' MIN. EMBEDMENT INTO CONCRETE 1-1/4" MIN. EMBEDMENT IN70 CMU aEXTERIOR SEAL BYINE Robert FL P.E. J. Amoruso No. 49752 1x BUCK w 1/4' MAX• SHIM 3116" ELCO ULTRACON p .. 10' FROM HEAD, 6- FROM Q•p• SILLAND 11-1/2" MAX.O.C., 1-3/8' MIN. EMBEDMENT INTO CONCRETE V 1-1/4' MIN. EMBEDMENT INTO CMU o O V p ' d d1 'o MID �. O a p' ❑ d 4.00n D a • p r p EXTERIOR o o SEAL BY INSTALLER JAMB NOTE: PROPER SEALING AND INSTALLATION IS THE RESPONSIBILITY OF OTHERS. Pnp-d By. PTC LLC 1535 N. PAona: Fac wall St, Ste. C25, Rodded F 32955 321690.1768 3216901769 FBPE Cer0lkslkn dAutlwb ean: 1 No. 25935 Rvbkro: PGTINDUSTR/ES 10707EDWOLOGYDRIM NOKOMIS, FL SW5 7NENRYAmmDa9mcRai A coaAw AAkVC0V PRWMYM IXkTYEMY4Y8E W0 0RR9W0D=N FEVAlS XoFFar#vA'nzwssanwmrrEx P�as'siavoarorxmcsnrm �. DH2260 peactpt,n: DH 2260 INSTALLATION srn: 8 SEE GENERAL NOTES, SHEET 1. �� Rosowskl °s�' 1D73oios NTS 2 �3 DH2260 .;•••.,L a•; ;. FRAMING 1/4' MAX. SHIM SEAL BY INSTALLER 1x BUCK #10 SMS �7�L 10' FROM HEAD, 6' FROM 1/4' MAX. SHIM SILL AND 11-1/2' MAX. O.C., HEAD 1-3/8' MIN. EMBEDMENT INTO WOOD 0 #10 SMS 6- FROM CORNERS & (1) @ MIDSPAN 0 1-3/8' MIN. EMBEDMENT INTO WOOD C] EXTERIOR 0 _ a 4.00" 0 SEAL BY INSTALLER EXTERIOR SILL D 1/4'MAX.SHIM JAMB nn � V SEAL BY SEE GENERAL NOTES, SHEET 1. Robert J. Amoruso FL P.E. No. 49752 NOTE: PROPER SEALING AND INSTALLATION IS THE RESPONSIBILITY OF OTHERS. 7• Pfiw,e Fnc FBPE CmtlfireDl :1535N. well &.., Ste. C25, RockW FL 31955 311.690.1788 321-M1789 No. 25935 PGTINDUSTRIES 1070TECHNOLOGYDRNE NAKOMI$FL 31775 AFwovmm BEswcRuArAcwAv D NERw.@rV@Era66M1ERWMTY0FP6r A1VlSD=AWCCA 1PPIDC4*VV4 W. AN0PRaTUARYN0FQVW&:7 S 00WA W UAYdE I.0'Ea C R R 9W00UCM dl ANYRYNB7Rg T7WEVREiSFDMlEV PPR+assavaFcramcslRts C gyNyy y; DH2260 aawprn : DH-2260INSTALLATION a.ha: c-aer z PDTNO VENDCYiN(T. sm7e: NTS S1so! 3 a3 WaWpNa DH2260 Rosowski pro: 10/30/O9 UK See Attached Product Approval & Design Pressure Calculation Sheet #1 #2 #3 #1= Interior Zone - 3 @ 37" x 50-5/8" (Double Hung PGT 2260 SERIES) #2= Interior Zone - 1 @ 26-1/2" x 38-3/8" (Double Hung PGT 2260 SERIES) #3= Interior Zone - 2 @ 37" x 38-3/8" (Double Hung PGT 2260 SERIES) #4= End Zone - 2 @ 37" x 38-3/8" (Double Hung PGT 2260 SERIES) #5= End Zone - 2 @ 37" x 38-3/8" (Double Hung PGT SERIES) #6= End Zone- 2 @ 37" x 38-3/8" (Double Hung PGT SERIES) #7= Interior Zone - 1 @ 26-1/2" x 38-3/8" (Double Hung PGT 2260 SERIES) #8= End Zone - 2 @ 53-1/8" x 63" (Double Hung PGT 2260 SERIES) #9= End Zone - 1 @ 53-1/8" x 50-5/8" (Double Hung PGT 2260 SERIES) #10=Interior Zone -1 @ 37" x 38-3/8" (Double Hung PGT 2260 SERIES) #11= Interior Zone-1 @ 37" x 38-3/8" (Double Hung PGT 2260 SERIES) #12= End Zone- 1 @ 37" x 38-3/8" (Double Hung PGT 2260 SERIES) ]a Home Owner: Bott Address: 201 Beach Ave. Port St. Lucie, Florida Contractor: South Florida Aluminum Products 4801 So. US Hwy 1 Fort Pierce, Florida 34982 Off # (772)-466-0913 Fx# (772)-466-1074 Brief Description: To replace (19) Windows in (12) Openings with PGT 2260 Series Double Hung Windows. There are existing tracks with aluminum storm panels ovewr all windows. Wind Zone: 4-W-B 1,30 Drawing Scale: Drawing is NOT to scale (Top view window layout) DESIGN PRESSURE CALCULATION for Exposure B, Wind speed 140 mph and Mean roof height 15 ft Contractor: Preparer: Project Address: South Florida Aluminum John 201 Beach Ave Port St. Lucie FL 34952 #fin Width Height Location + 1; 110 51 Interior 33 00 36 00 2 27 38 Interior r 3'S30 3$ 20 3� 74 38 Ends 33 784415 4 74 38 'End 33 78 44 15 5 74 38 End s33 78 44 15 6 74 38 End 33 78 -44Y15 7 27 38 Interior 35 30` 38 20 8 106 63 End 31 85 40 31 E` 9 53 51 End 33 90r 44 39 z r 510i 37 38 Interior 35` 30 38 20 x 11 37 38 Interior 35 30 38 20 12� 37 37 End ;3,5:30 Ea$� See Attached Product Approval & Design Pressure Calculation Sheet #1 #2 #3 #1= Interior Zone - 3 @ 37" x 50-5/8" (Double Hung PGT 2260 SERIES) #2= Interior Zone - 1 @ 26-1/2" x 38-3/8" (Double Hung PGT 2260 SERIES) #3= Interior Zone - 2 @ 37" x 38-3/8" (Double Hung PGT 2260 SERIES) #4= End Zone - 2 @ 37" x 38-3/8" (Double Hung PGT 2260 SERIES) #5= End Zone - 2 @ 37" x 38-3/8" (Double Hung PGT SERIES) #6= End Zone- 2 @ 37" x 38-3/8" (Double Hung PGT SERIES) #7= Interior Zone - 1 @ 26-1/2" x 38-3/8" (Double Hung PGT 2260 SERIES) #8= End Zone - 2-@ 53-1/8" x 63" (Double Hung PGT 2260 SERIES) #9= End Zone - 1. @ 53-1/8" x 50-5/8" (Double Hung PGT 2260 SERIES) #10=Interior Zone -1 @ 3T' x 38-3/8" (Double Hung PGT 2260 SERIES) #11= Interior Zone-1 @ 37" x 38-3/8" (Double Hung PGT 2260 SERIES) #12= End Zone- 1 @ 37" x 38-3/8" (Double Hung PGT 2260 SERIES) Ii Home Owner: Bott Address: 201 Beach Ave. Port St. Lucie, Florida Contractor: South Florida Aluminum Products 4801 So. US Hwy 1 Fort Pierce, Florida 34982 Off # (772)-466-0913 Fx# (772)466-1074 Brief Description: To replace (19) Windows in (12) Openings with -PGT 2260 Series Double Hung Windows. There are existing tracks with aluminum storm panels ovewr all windows. Wind Zone: 140-B Drawing Scale: Drawing is NOT to scale (Top view window layout) ,0�7, DESIGN PRESSURE CALCULATION for Exposure B, Wind speed 140 mph and Mean roof height 15 ft Contractor: Preparer: Project Address: South Florida Aluminum John 201 Beach Ave Port St. Lucie FL 34952 # Width Height Location } 1' 110 51 Interior 33 00 -36.00 2 27 38 Interior 35 30 `" =38 20 3 74 38 End 33 78," -44 15 I i 4 74 38 End '33.78" 4415 5 74 38 End 33 78 " ` 44 15 6 74 38 End 33 78 A4 15 7 27 38 Interior 35.30 ' 8 106 63 End 31 85 40 31 3 9 53 51 End 33 90 .;=° 44 39 10 37 38 Interior 35 30 =3$ 20 ' 11, 37 38 Interior 3"5 30 "12 37 37 End 35 30'1, 47 20