Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSDate: Fee Due: Receipt# 77 Permit # St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 �'���� FOR1D�' 772-462-1553 St13y APPLICATION FOR REPLACEMENT OF �u�/e count . -V WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: '51/.5 &j11 eW'5 4l/r . PT 017. X, e L o34q'5- - SECT I I TWP I I RNG I I MAP I I ZNG I I LU I I INIT 2. PARCEL ID NUMBER:'/ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 10 T.. i 4. TYPE OF STRUCTURE: C SFR ❑ OTHER 5. OWNER INFORMATION 6. CONTRACTOR INFORMATION Name:., U AJ9 )Q 8,qC- %C FL Reg/Cert #: RW O'06 7369 Address; ///,3 -10/ U0WS AVM, County Cert#: 1141, .5jv City: P� % uG f� State: /= L-. Business Name: .�1 Lu �i�N (JAI p/ZaOUC%S . Zip: Phone:-77�-97-7,&3Phone�77,�-,41 'd q/3 Fax -77a - V6o - IU % Product Table 1606.2E ** 15' maximum height Minimum Design Pressure Design Pressures Manufacture Model Number NOTICE OF ACCEPTANCE # FLORIDA # 130 mph 140 mph Windows & Skylights Exposure B 40.7 47.2 T Ar / �2 Exposure C xx 49.2 57.1 Swing & Garage Doors Exposure B 38 44 Exposure C xx 45.9 53.2 7. VALUE OF CONSTRUCTION: $ $ DO OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correc that all rk will be done in compliance with all applicable laws regulating construct' an ng. 6k2 P aJ& 1��;/40&7 PRINT QUALIFIERS/OWNERS NAME URE O IFIER/OWNER STATE OF FLORIDA, COUNTY �O�FJ ��� /T/ Lt/c�r�1l � ACKNOWLEDGED BEFORE ME THIS e� L DAY OF "f& „20�, BY fy e /iI//T/-� /1f14 WHO IS ERSONALLY KNOWN TO R WHO HAS PRODUCED AS IDENTIFICATION. SIGN R F NOTARY TYPE OR PRINIT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER �26 J 9Y� %9 r/ (seal) MY OOMMMION # EPA9318 EXPIRES: Fdxumy 18, 2015 v F1. NottyD1@=W A=ao. Ca. Window, Skylight, Doors, Garage Door permit application 7/18/05 dmg JOSEPH E: SMITH, CLERK OF THE CWfftYrT COURT- SAINT,LUCIE COUNTY FILE # 3561750 OR B('� 3268 PAGE 2496, Recorded 02/11/201 10:42 AM AFTER RECORDING-REIURNTO: PERMIT NUMBER- //OR • S 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. r� 1. DESCRIPTI04,0,F, MPERTY (Legal description and street address) TAX FOLIO NUMBER:,Y�, '- 5/Q ".0Il!'3 -eo- Name and address of fee sikmple (itleholder (if other 4. 6: LEREr � ADDRESS PHaN1; NUMBER AND OND AMO IV rf 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 Statutes: NAME, ADDRESS AND PHONE NUMBER: 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 (l)(b), Florida Statutes: Al /� NAME, ADDRESS AND PHONE NUMBER: • 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , _, 20— (Name of on) (Typeof authority... e.g. Owner, officer, trustee, attorney to tact) For (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type ofID: �XN MyaWBEVERLY J.SI SANBORN (Printed Name Not Public (Si nature of No ub' MYC�tdndSSltN�/t�1�lg r Notary ) B E)tY1RE5: Fdfruray It, 301f ,: t tx�.rn.aC. Under penalties of pery'ury, I declare that I have read the foregoing and that the facts in it are true t F belief (section 92.525, Florida Statutes). / Signature(s) of Owners) or Dwner(s)' Authorized Offrcer/Director/Pariner/Manager who signed above: Florida Building Code Online Yage 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 J FL # FL10507-RI ,a Application Type Revision sr' 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 Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/06/2009 Date Validated 03/06/2009 Year 2005 http://www.floridabuilding.org/pr/l)r_app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7I... 2/11 /2011 Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 6 Page: 1 Of: 1 KFYST0N1z Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 199 - 731.0 Issue Date: 10/28/2009 Revision Date: 10/28/2009 Expiration Date: 10/22/2013 Company Code: 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 od 1;2�2�2�1©I�Drizortalt r X Operator Type: HS Config: EM/IM Max Width: 73 Max Height: 50 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-05 HS-R50 1854x1270 (73x50) Qualifying Test Information: Test Report No: ATI-93769.01-401-47 Test Report Expiration: 10/22/2013 Authorized Signature: Digitally signed by Jon Hill DN: cn=Jon Hill, o=Keystone Certifications, Inc., ou=Vice President, =:email jhill@keystonecerts.com, c=US t j� „Reason:-1 attest to the accuracy and integr t Iof this document Date: 2009.10.28 09:32:42-04'00' W W W. KEYSTO N EC ERTS. C O M Keystone Certifications, Inc. 1790 Old Trail Road, Suite D Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 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. 3) WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1-1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS 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 RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING 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 1-318" AND INTO CMU/MASONRY SUBSTRATE IS 1-114". 9)REFERENCE TEST REPORTS: ATI 93769.01-401-47 AND ASSOCIATED STAMPED LABORATORY DRAWINGS 10) XO CONFIGURATION DEPICTED, ALSO APPLICABLE TO OX AND XOX CONFIGURATIONS. 12 1 /4" MAX. O.C. TYP. I I I Robert J. Amoruso FL P.E. No. 49752 — —i 12 1 /2" MAX. O.C. TYP. I I I I 6" MAX. ALL CORNERS TYP. P'— F- FBP25935 tlm d&lwt fim: 1535 N. .ff Sl Sle. C25 R FL 32955 3214% 17M 32f-690.1789 No. 25935 coruk PGTINDUSTRIES 7FERYZYdImrwvE&wcRDITAc0rfmw 1070TEC NOLOGYDRIVE Faaavcs?wuaccwFp7ag7yDFFnr MWW NOKOMAFLX275 AroPROPRUAARYhu a7OFM AFnErnw. D0a4eFFWY8EL=MR9W0= ON s"w".. Axrrcm*m0vrlwsmmmwwrEw PUSS MOFFOrmenwa. HR2210 D..Aprm: see: HR-221U "20 LLATION 8 PGTNO: VENDOR NO; Svb: Sliwt Omxhg Nq Rer. Rosowskl Dem ro/30109 NTS 1 �3 HR2210 OP •" O v a 4' q \ O a Robert J. Amoroso FL P.E. No. 49752 •' lx BUCK SEAL BY INSTALLER tx BUCK ° 1/4' MAX. SHIM • °'°• a �.' 3/18' ELCO ULTRACON HEAD 1/4" MAX. SHIM ° .. a ' 6" FROM CORNERS & 12-1/2' MAX O.C., 1-3/8" MIN. EMBEDMENT INTO CONCRETE 3/18' ELCO ULTRACON ' 6" FROM CORNERS & 12-1/4" MAX. O.C. '0 < a '• 1.114" MIN. EMBEDMENT INTO CMU 1-3/8"MIN, EMBEDMENT INTO CONCRETE . p n ��II D 1-1/4" MIN. EMBEDMENT INTO CMU cv p a q►'.0011IMMIM it tillt a EXTERIOR ° a' 3.25" 0 #10 SMS ANCHOR BRACKET, 72182X ^ p 1/4' MAX. SHIM e p 3/16' ELCO ULTRACON 6" FROM CORNERS & 12-1/4' MAX. O.C. ° ,' SEAL BY INSTALLER EXTERIOR SILL 1-3/8"MIN. EMBEDMENT INTO CONCRETE ' 1-1/4" MIN. EMBEDMENT INTO CMU JAMB SEAL BY INSTALLER e .4. , d q d a 4 • a e f j• w e. q, a q.. : a SEE GENERAL NOTES, SHEET 1. NOTE: PROPER SEALING AND INSTALLATION IS THE RESPONSIBILITY OF OTHERS. PGTINDUSTRIES 7Wff el(Txxl DESK 0?a4n CNAQl EM f0701ECMVlN.00YDRNE WwsTR satsA£Tii01VUYDFp" DKYsWM0 C%FMau MWOMIS, F1 $1275 AWPR0PR/ETAWWP0T CN0r7W D0CWWrA4Y&E WW C R REPR0=0 pI Sak+a4M�deI: AYyFaWNlDpf?AE0i77E=KfflnEN HR2210 Pd*aWWCFPar#musnw&. in,D.—W W: st- D,h: cwal: HR90INSTALLATION BL wvm,HR., Rosowskl Nb,1013�s OONS 2 SEAL BY INSTALLEF HEAD aEXTER10k SILL SEAL BY INSTALLE1 SEE GENERAL NOTES, SHEET 1. Q X. SHIM IS, 6- FROM -RS & 12-1/4' MAX. O.C., 41N. EMBEDMENT INTO WOOD IS 4OR BRACKET, 72182X 1/4'MAX. SHIM #10 SIVIS, 6- FROM CORNERS & 12-1/4'MAX. O.C., 1-3/8'MIN. EMBEDMENT INTO WOOD r�j R.b7!' . Amoroso FL P.E. No. 49752 FRAMING 1/4' MAX. SHIM #10 SMS, 6- FROM CORNERS & 12-1/2' MAX. O.C., 1318'MIN. EMBEDMENT INTO WOOD 3.25" ZZ 4 ZZ4. 2O \\—SEAL BY INSTALLER EXTERIOR JAMB NOTE: PROPER SEALING AND INSTALLATION IS THE RESPONSIBILITY OF OTHERS. PMMMd BY: PTC, LLC 1535N. CoswallSt, Ste. C25, Rock aft FL, 32955 P'-w 1321-690-1788 13'21-691117&9 25935' IZE PGTINDUSTRIES 10701EaWaOGYM MOKOWS, FL 34275 mwwArwDESAVcflaATACXrAW M�WJSJWVE D=MM11�raR"0F101 MOCONSCMEWWWOM Awmovm7mywpwnavoFw WaAWUME WO CRRURMUCM N MYFMfflTMffVE0TMS0KRTMV FMAWNWPOTACUSMES S.%.WX0Ddd- HR2210 D—ip5w HR-2210 INSTALLATION R-dBy. pw Rosovakl 1 10130109 of 31 HR2210 PT-C, LLC Date: Report #: PTC Project #: Product Mfg.: Product Name: Product Category: Product Sub -Category: Product Evaluatidn Report November 4, 2009 1531 309-1104 PGT Industries 1070 Technology Drive North Venice, FL 34275 Series 2210 Horizontal Slider Window Windows Horizontal Slider Scope: This is a Product Evaluation report issued by PTC LLC and Robert J. Amoruso, P.E. for PGT Industries based upon Rule 9B-72.070 Method (1)a of the State of Florida— Product Approval, Department of Community Affairs — Florida Building Commission Please note that PTC, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing of the product(s) or any other entity involved in the approval process or testing for which this report is being issued. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. Reference Drawing No. HR2210 prepared by PTC, LLC and signed and sealed by Robert J. Amoruso, P.E. (FL # 49752) for specific use parameters. � •• • •fir �+ty Robert J. Amoruso, P.E. ' • ENI FL No 49752 r ; November 4, 2009 ` 1535 N. Cogswell St, Ste. C25 - Rockledge, Florida 32955 ';��►'• oR1Q' ��� Phone: 321-690-1788 Fax: 321-690-1789 •._+P�Du� 'Er,�� _ FBPE Certification of Authorization No. 25935 Limitations This product has been evaluated and is in compliance with the 2007 Florida Building Code excluding the HVHZ. 1) Product anchors shall be as designated and located as shown on the details and in the calculations. Anchor embedment and edge distance. exclude wall finishes including, but not limited to, stucco, foam, brick veneer, sheathing and siding. 2) When installed in locations where windborne debris protection requirements exist, use of an impact protective system is required. 3) Installation details described within the drawing set are generic and may not reflect actual conditions for a specific site. If site conditions cause installation to deviate from the requirements detailed in the drawing set, a Licensed Engineer or Architect shall prepare site specific documents for use with this document. Robert J. Amoruso, P.E. FL No 49752 November 4, 2009 1535 N. Cogswell St., Ste. C25 - Rockledge, Florida 32955 Phone:321-690-1788 Fax: 321-690-1789 FBPE Certification of Authorization No. 25935 Supporting Documents A. Drawing a. Drawing No. HR2210 prepared by PTC, LLC (Florida Board of Professional Engineers Certificate of Authorization Number 25935) signed and sealed by Robert J. Amoruso, P.E. B. Testing a. Testing per test procedure(s) AAMA/WDMA/CSA 101/1.S.2/A440-05, as performed by Architectural Testing and reported in test report ATI-93769.01-401- 47, dated October, 22, 2009. C. Calculations a. Product anchorage for tested specimens are shown in report ATI-93769.01-401- 47. Additional product anchor analysis for different substrates at loading conditions as indicated in Report No. 1528, signed and sealed by Robert J. Amoruso, P.E. Robert J. Amoruso, P.E. ,� 3 _ fr FL No 49752 E November 4, 2009 44 o 1535 N. Cogswell St., Ste. C25 - Rockledge, Florida 32955 Phone. 321-690-1788 Fax. 321-690-1789 ......... • • . • • •.. FBPE Certification ofAuthorization No. 25935 �� MAL G Document Title: Structural Performance Doc No: FRIVI B1-02 Rev No: 6 Page: 1 Of: 1 KEXSTON)Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 199 - 736.0 Issue Date: 10/29/2009 Revision Date: 10/29/2009 Expiration Date: 10/22/2013 Company Code: 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 MdeY ,'r- 6©E ua k®oubleHung' Operator Type: H Config: EM/IM/AV/BR, GS-1/8" Ann IG Max Width: 52 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: Digitally signed by Jon Hill DN: cn=Jon Hill, o=Keystone Certifications, Inc., ou=Vice President, :email jhill@keystonecerts.com, c=U5 _16easonA,attest to the accuracy and integnry 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 WWW. KEYSTO N ECERTS. 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 P 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 1-318"; 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, ATI 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. TYP. � I � i NO ANCHORS IN SILL a 4 O of 4,00 Robert J. Amoruso FL P.E. No. 49752 i MAX. 11 1/2" TYP. MAX. 6" TYP. :1535N. CogMyeflSt., Ste. 025, Radded FL, 32955 321490-1786' 13216901789 1 No.2S935 - -- PGTINDUSTRIES f070TECNNIXOGYDRNE NOXOWS, FL 34275 xtemwm Rm&r c nirocroAm OWWO esAWCMMWCawmrxrru A%VA',C1MUAWh0P0?MN0F"M aoc IAWNrssts®ORROMOMMW ,wrF M%WWREerM=xe WV r avaFPffrP warts 7�2F SM. Mad& DH2260 Dn&pe DI-I2260INSTALLATION sae: 8 rcrNo: vaoatna smw NTS sneer i �3 n,.w�ne 1?H2260 Rosowskl aem. f0/30/09 a SEAL BY INSTALLER • ...1x BUCK •. 114" MAX. SHIM HEAD 3/16" ELCO ULTRACON 6" FROM CORNERS & (1) ® MIDSPAN n 1-3/8' MIN. EMBEDMENT INTO CONCRETE IJ 1-1/4" MIN. EMBEDMENT INTO CMU EXTERIOR SEAL BY INS i ( 1x BUCK • � 114" MAX. SHIM 3/16" ELCO ULTRACON o 10" FROM HEAD, 6" FROM °•o• SILL AND 11-112" MAX. O.C., a 1-3/8" MIN. EMBEDMENT INTO CONCRETE ' • V 1-1/4" MIN. EMBEDMENT INTO CMU 91 a o d o 4.00" Y ❑ ° O w c SEAL BY INSTALLER EXTERIOR JAMB NOTE: PROPER SEALING AND INSTALLATION IS THE RESPONSIBILITY OF OTHERS. 14�1. !i o Robert J. Amoruso FL P.E. No. 49752 4 • ° .. ° .. a •q ' ', . Pnpwid %r Ptwrie: F- FBPE oon of N ftrkm m: PTC, LLC 1535N. we11 S.., Ste. C25, RodkE FL, 32955 321-690.1788 321-690-1789 No. 25935 PGTINDUSTR/ES v wra mm%DESKrrmau rAcwA2 q ° . •. ° c ° e .•• a q 1070 TECHNOLOGYDRIYE /tERw6lW&rUMEPfiW MYDFNlr :a ° ° ° q ' • ', NOKOMIS, R. 34275 AWWWARYAOPORTWOFDO ' DOWWWWWWOORFMODUCEDS <• ° . °" '° . A ANYF rauwmmurmEDaxr =%f M • , ° .• FadenwWarxmccim vnj DH2260 M.r.nA D"W"m: so-. DH-2260 INSTALLATION B RIWOr. D.ro: cww.. . SEE GENERAL NOTES SHEET 1. PerNb.DDRND: sw/�,-:f•�+ sna.e Dr.wrytvo. Rosowsk! wa. 10/30Po9 I % J a7 2 or3 I DH2260 C. �' • • • ham. db Robert J. Amoruso FL P.E. No. 49752 .;•.•;� FRAMING 1/4' MAX. SHIM SEAL BY INSTALLER 1x BUCK #10 SMS 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 O 1-3/8' MIN. EMBEDMENT INTO WOOD d aEXTERIOR 0 a 4.00" 0 SEAL BY INSTALLER EXTERIOR SILL D 1/4"MAX. SHIM JAMB nn V SEAL BY INSTALLEF SEE GENERAL NOTES, SHEET 1 NOTE: PROPER SEALING AND INSTALLATION IS THE RESPONSIBILITY OF OTHERS. 1535N. CogswellSt.,Ste. C25,RocldW FL 32M 1321690-17M 11321G901799 No.25935 m _.•_.__ _.. AGT/NDUSTR/ES f070TFCMVOLOGYDR/VE NOKAWSFL305 7w wa¢i mkDEs cRvATAcwAwm hTRWJ37lEiXaW&FR0P0FY0FPgr ,vro TiVN0 0FF?M D0aAW/I4YS =CRRUWCD Md! INT RME/ wtRgUT 7NE EC7REssm 11RRrtN Ftmcuava�+craaaraec s yam,. DH2260 DH-2260INSTALLATION $ aace� a.� Rosomkf °00 10/30/09 NOTNOR W-M? RM. S®b: NTS Sfa t 3 a 3 Na DH2260 Rsr. P T C, LLC Date: Report #: PTC Project #: Product Mfg.: Product Name: Product Category: Product Sub -Category: Product Evaluation Report November 4, 2009 1529 309-1103 PGT Industries 1070 Technology Drive North Venice, FL 34275 Series 2260 Double Hung Window Windows Double Hung Scope: This is a Product Evaluation report issued by PTC LLC and Robert J. Amoruso, P.E. for PGT Industries based upon Rule 9B-72.070 Method (1)a of the State of Florida — Product Approval, Department of Community Affairs — Florida Building Commission Please note that PTC, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing of the product(s) or any other entity involved in the approval process or testing for which this report is being issued. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. Reference Drawing No. DH2260 prepared by PTC, LLC and signed and sealed by Robert J. Amoruso, P.E. (FL # 49752) for specific use parameters. Robert J. Amoruso, P.E. FL No 49752 November 4, 2009 1535 N. Cogswell St., Ste. C25 - Rockledge, Florida 32955 Phone: 321-690-1788 Fax: 321-690-1789 FBPE Certification of Authorization No. 25935 Wg1/1 "': - �yATC OF .: q ��'F10NAl-��;.. Limitations This product has been evaluated and is in compliance with the 2007 Florida Building Code excluding the HVHZ. 1) Product anchors shall be as designated and located as shown on the details and in the calculations. Anchor embedment and edge distance exclude wall finishes including, but not limited to, stucco, foam, brick veneer, sheathing and siding. 2) When installed in locations where windborne debris protection requirements exist, use of An impact protective system is required. . 3) Installation details described within the drawing set are generic and may not reflect actual conditions for a specific site. If site conditions cause installation to deviate from the . requirements detailed in the drawing set, a Licensed Engineer or Architect shall prepare site specific documents for use with this document. Robert J. Amoruso, P.E. FL No 49752 November 4, 2009 1535 N. Cogswell St., Ste. C25 - Rockledge, Florida 32955 Phone:321-690-1788 Fax.321-690-1789 FBPE Certification of Authorization No. 25935 Supporting Documents A. Drawing a. Drawing No. DH2260 prepared by PTC, LLC (Florida Board of Professional Engineers. Certificate of Authorization Number 25935) signed and sealed by Robert J. Amoruso, P.E. B. Testing a. Testing per test procedure(s) AAMA/WDMA/CSA 101/I.S.2/A440-05, as performed by Architectural Testing and reported in test report ATI-93761.01-401- 47-R1 & ATI-93761.02-401-47-R1, dated October 27, 2009. C. Calculations a. Product anchorage for tested specimens are shown in report ATI-93761.01-401- 47-R1 & ATI-92761.02-401-47-R1. Additional product anchor analysis for different substrates at loading conditions as indicated in Report No. 1528, signed and sealed by Robert J. Amoruso, P.E. Robert J. Amoruso, P.E. FL No 49752 November 4, 2009 1535 N. Cogswell St, Ste. C25 - Rockledge, Florida 32955 Phone: 321-690-1788 Fax. 321-690-1789 FBPE Certification of Authorization No. 25935 DESIGN PRESSURE CALCULATION for Exposure B, Wind speed 140 mph and Mean roof height 15 ft Contractor: Preparer: Project Address: South Florida Aluminum John 513 NE Willows Ave Port St. Lucie FL 34952 OR 1 SEE ATTACHED: Design Pressure Calculations Product Approval **ALL EXISTING OPENINGS HAVE STORM PROTECTION EXISTING** FEW SUN FEW ■ WINDOW SIZES AND WINDOW CONFIGURATION #1 = 74" X 50-5/8" XO SLIDER (Interior Zone) #2= 37" X 38-3/8" XO SLIDER (End Zone) #3= 37" X 38-3/8" XO SLIDER (End Zone) #4= 37" X 38-3/8" XO SLIDER (End Zone) #5= 37" X 38-3/8" XO SLIDER (End Zone) #6=19-1/8" X 26" Double Hung (Interior Zone) #7 = 53-1/8" X 50-5/8" XO SLIDER (End Zone) #8= 53-1/8" X 50-5/8" XO SLIDER (Interior Zone) #9= 37" X 38-3/8" XO SLIDER (End Zone) #10= 37" X 38-3/8" XO SLIDER (End Zone) #11=19-1/8" X 26" Double Hung (Interior Zone) #12= 53-1/8" x 50-5/8" XO SLIDER (Interior Zone) Owner: JUNE HOBECK 413 NE WILLOWS AVE PART ST LUCIE FLORIDA Contractor: SOUTH FLORIDAALUMINUIVI 4801 So. US 1 Fort Pierce, Florida 34982 Wind Zone: 140-B Brief Description: Replace existing windows with new PG',-1- Vinyl Framed Windows Not To Scale (Window layout Only)