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..F Date: Permit # 10 I.D - 1. St. Lucie County Building .&-.:Zoning De.pa.rtment 2300 Virginia Avenue• ' Fort Pierce, FL 34982. ��E� '��OR10 772-462-1553 Lucie cOuntY APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS LOCATION/SITE ADDRESS: SECT TWP F RNG 1707 Pondberry Lane MAP LU TINIT 2.2. PARCEL ID NUMBER: 3426-703-0168-000/0 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: Remove and replace windows: 3 windows and 1 sliding glass door 4. TYPE OF STRUCTURE: SFR ❑ OTHER 5. OWNER INFORMATION Name: Glenn Kunkle a �ahhr Address: 1707 Pondberry, Lane City: Port St. LucieState• FL Business Name: Master Craft Aluminum 34952 871-0911 Products Phone: Phone 335-1177 Fax 335-0860 Zip: 6. CONTRACTOR.INFORMATION FL Reg/Cert #: S CC 13115 0586 County Cert#: 25584 Product Table 1606.2B . ** 15' maximum. height Minimum Design. Pressure Design Pressures Manufacture Model Number NOTICE OF ACCEPTANCE # FLORIDA 130 mph 140 mph Windows & Skylights Expo sure B 40.7 47.2 PGT seT attached . Exposure C ** 49.2 57.1 Swing &. Garage Doors Exposure B 1 38 44 Exposure C 1 45.9 1 -53.2 7. VALUE OF CONSTRUCTION: $ 7, 2 0 0.00 OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. Jeff Jackman PRINT QUALIFIERS/OWNERS NAME S t; '�1 OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF S t . Lucie AC \ D BEFORE ME THIS 2 3 DAY OF Novembeg 2 (��O Jeff Jackman WHO IS PERSONALLY KNOWN TOME OR WIiO.HAS PRODUCED AS IDENTIFICATION. SFiERYL D. N9OORE � rVl� Sheryl D . Moore ����°';�P��%,, Comm# Q%749247 ., G . SIGNATU OF NOTARY TYPE OR PRINT NAME OF NOTARY e x ��E Explres 1�15/2012 TITLE: NOTARY PUBLIC COMMISSION NUMBER y1%.,����;,Of Ftodda Notary Assn., Inc I�oonomounew�.ueuouumu.ammuu.d Window, Skylight, Doors, Garage Door permit application 7/18/05 dmg JOSEPH E. smtTH, CLERK OF THE CIRCUIT COURT \t \ 6 ET,T,'RC-00RDTNC—RM1RNT0: SAINT LUCIE COUNTY Master Craft Aluminum Products ! FILE #.353756511/24/2010at09:4sAM OR BOOK 3248 PAGE 2828 - 2828 Doc Type: NC 1634 SE Niemeyer Circle. RECORDING: $10.00 Port St. Lucie,.FL 34952 ?ERTf1TN1)A1D�R�- _ � . NOTICE OF CONDILEINCEMENTT 71te undersigned hereby given notice.that hit pmvement will be made.to•certain rcal'property, and in -accordance with'Chanter 7:13, Florida statutes. ihe'fdllowing information is.protrided h. the Notice of.commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAXT0L10 NMIBER:. 3 4 2 6 — 7 0 3 — 016 8 — 0 0 0 / 0 SUBDIVISION Lake. TRACT —LOT l54 BL:DG Lim Platl 707 Pondherry TanP 2.GENERALDPSCRIPTIONOF'MT.PROI'rJvIEltT: Remove & rgnl Ace wi nrinwa 3. 01rWER IN ORIVLATION a..Name. Glenn & Donna Kunkle b. Address 17 0 7 Pondbe2 rV Ln PSL FL 3 4 9 5 2• r.. interst in property d. Name and address •df fee.simple titleholder (if otber'than owner) 4.0011'TRACTOR'SPt%A-ha,A-D.DRESSAMPBONENUMBER: Master Craft Aluminum Products 1634 SE Niemeyer Circle PSL. FL 34952 335-1177 5.SUREn"S NAl14E,.ADDRESS AND ,PHONE .NUAT ER.A.ND DONT.AMO'-TWT:: 6. LENDER'S N-AAIE,.ADDRESS AND -PRONT:1 UMBER: — Aersons-within.the State of:Floiida designated by Ownerupon whomrnodces.or otber documenismm, be: aerved as"provided by Section 7.13.13 (l)(:i) 7_,Flbrida Statutes NA VIE, ADDRESS AND PHONE NUAMER: f;_.in addition to himself or -herself Owner designates the.follov.utg tD-recenn :a copy- of`tbaLienar's'lvodce.as protrided in Section 713.13 (I)(b), Florida Statutes:. NAME, ADDRESS.AND.EHONE7�IL1hTB8JL — P. Expiration date.of uotice.of commcucetnent ..tthe.=�piration•date is. I wear from the date of recordingvnlss s.different-date.is specified) ?0 WARN NG TO 011'NMR: AN)' PAYME rTS MADE 131'THE OATIER.'A'FTE'R THE EXT-TRAT7ON'' OF TITE'NOTICE OFCOMIMEN CETri ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTI01.' 713.13. FLORIDA'STATLJTSS. AN ID C.Av -TtFSLILT IN YOUR PAYING TWICE FOR IMPROVEA4E1�7S TO YOURPROPERT1'. A N0T7CE OF COh4A4ENCEMEI\TMUST 'BE RECORDED AND POSTED ON THE JOB SrI'E BEFORE THE FIRST INSPECTION IF YOU I..7,7END 70 .OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AT' ATTORNEY BEFORE. COMMENCING WORK OR RECORDIN&YOUP. NOTICE OF:COMMENCEN4ENT; .Sianatum,6f.Owner or - Owner's Authorized.Officer/Dfirector/Partner/Alana;er 'State.of Florida countl.of St. Lucie Glenn Kunkle. Homeowner PsuttNam"n'd.Provide.-Si.ntttori'As''Lltlet-Off,cc The'foregoing,urstrvment was: aclmowledgedbefomme.this 22nd .day -of November By Glenn Kunkle "as . homeowner (Printed -name of person signing above) (Type:of authosiiy..._eg. Owner, offeer,'rrustec,,attomey infact) For self (Nara-ofparry on:behalf of whom instnrmentwas-examted) P.ersoaaIly�I noway orp�rq�j},}� j, ,fpAi1A+ . ;�b ��""•: 5HERYI_ D. R Sheryl.D. Moore (rrinted.-Name. of Notary Public.) Comm# DD0749247 Expires 1/15/2012 •,;;�ocPo � Fbtlde Notary Assn., Inc (Signature of No •i?.ublic) AS u�1 �uuW A9\\\\\\\\\\\.■■■\\\\\\\\\\t\\\\\\\\■■■\\\\\\7 Under.penaltirs:of perjury, l :declare that Iatave. grad tbe:foreooing'and tbat.'.the=facts'in' it are uue to thebest �f:my Ymon!ledge and belief (secdon;32.525, El.tiiida`Statutes). SignaEure(s)`.of O)vne;(s),qr O;tivncr(s)'_Au#hgri@d;Office"r.(Dicectar/Eartner%lYIan'agerK�ho'signerl alio�!e:: By- B 1 Pan uunkl .., Homeowner nn•: neratcem.7(a�� �Sgtisture} " (Panted Name) E ti k a� ymaa 4 ➢S� vRa+ fi �.. 4iF' i 'i�ka.iky{n Eli, er- -• W110:1::' ' BCIS Home Log In i User Registration Hot Topics Submit Surcharge Statr & Facts Publications •M1FBC Staff BCIS Site Map Links Search 9 1 ,7 r � Xv, Product Approval USER: Public User Productppoval Menu > PoQctor AppS> > Appletaecpa #g FL239-R13 Application Type Revision pP yp a Code Version 2007 ? Application Status Approved Ise°.,a -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-3427-5 -- (941)480-1600 Ext21106 bciark@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or.Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 'TAS 202 1994 Equivalence -of Product Standards Certified By Product Approval Method Method 1'Option A Date Submitted 05/06/2009 Date Validated 05/09/2009 Date Pending FBC Approval 05/15/2009 Date Approved 06/09/2009 Summary of Products FL # Model, Number or.Name, Description 239.1 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact'Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07-0905.02 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami -Dade" on the NOA drawings. Certification Agency Certificate FL239 R13 C CAC 3000-LM-07-0905-02.odf FL239 R13 C CAC Letter SH-3000 LM.Ddf Quality Assurance Contract Expiration Date '12106/2012 Installation Instructions FL239 R13 II 3000-LM=07-0905-02.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: it 239.2 1 SH-3000 (Small Missile Impact) . Architectural Systems Aluminum'Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other:.Please see Miami -Dade County Notice of Acceptance (NOA) #07-0905.03 for.product performance information, anchorage details, and anchor type, size, and spacing information..HVHZ must follow all provisions identified as "Miami -Dade" on the NOA drawings. Certification Agency Certificate FL239 R13 C CAC 3000•SM-07-0905-03 odf FL239 R13 C CAC Letter SH-3000 SM.odf Quality Assurance Contract Expiration Date 12/06/2012 Installation Instructions FL239 R13 II 3000-SM-07-0905-03 odf Verified -By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1 239.3 SH-4000 (Non -Impact, Heavy Duty Aluminum Single Hung Window Meeting Rail { Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R13 C CAC 4000-HDMR-06-0706-03 odf Approved 'for use outside HVHZ: Yes FL239 R13 C CAC Letter SH-4000 HDMR.odf Impact Resistant: lNo Quality Assurance Contract Expiration Date Design Pressure: N/A 10/08/2011 Other: Please see Miami -Dade County Notice of Installation Instructions Acceptance (NOA) #06-0706.03 for product performance FL239 R13 II 4000-HDMR-06-0706-03.odf infflrmation ,anchor -age -details; and-anchor-type,-si-ze-and—Verifred-By:-Miami-Dade-BCEOvC-E spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 I SH Meeting000 (Non' -Impact, Standard Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Pleasesee Miami -Dade County Notice -of Acceptance.(NOA) #06=0706.04 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R13 C CAC 4000-06-0706-04.odf FL239 "R13 C CAC Letter SH-4000.1)df Quality Assurance Contract. Expiration Date 09/30/2011 InstallationInstructions FL239 R13 II 4000-06-0706-04.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third.Party: Evaluation Reports Created by Independent Third Party: 239.5 I SH-500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use ,Approved for use in HVHZ: Yes Approved.for use outside HVHZ: Yes Impact Resistant: 'Yes Design Pressure:'N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07=0905.02 for product performance information, anchorage details; and anchor type, size, and spacing information. HVHZ must follow. all •provisions identified as ''Miami -Dade" on the NOA drawings. 239.6 1 SH-600 (Non=Impact) Limits of Use ' Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No 'Design Pressure: N/A Other: Formerly known as SH-701. Please see Miami -Dade County Notice of Acceptance.(NOA) #06-1211.07 for product performance information, anchorage details, and anchor type, size,.and spacing information. Certification Agency Certificate FL239 R13 C CAC SH 500 Ietter.PDF FL239 'R13 C CAC SH 500 LM 08-0820.14 odf Quality Assurance Contract Expiration Date 01/08/2014 Installation Instructions FL239'RI3 II SH 500 LM 08-0820.14.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by. Independent Third Party: Aluminum Single Hung Window Certification Agency Certificate FL239 R13 C CAC 600-06-1211-07.odf FL239 R13 C CAC Letter SH-600.Ddf. Quality Assurance Contract Expiration Date 01/26/2011 Installation Instructions FL239 R13 II 600-06-1211-07.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-700 (Impact) WinGuard Aluminum Single Hung Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R13 C CAC 700-07-0322-06.Ddf t 'Approved for use outside HVHZ: Yes FL239 R13 C CAC Letter SH-700.13df MIAMI-DiADE 0 BUILDING CODE COMPLL4,NCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE.COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,. SUITE 1603 .MIAMI; FLORIDA 33130-1563 (305) 375-290.1 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buildingcode PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid. after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or. material tested- for quality assurance purposes. If this product or material fails to perform in the accepted manner, the, manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division-that-this-produc+ or -material -fails -to -meet -the -requirements -of -the -applicable -building -code. -- This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High oci y Iu;eLcane Zone. .DESCRIPTION: Seri "S 0 Vin I" Wlu Fe VC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window Impact", sheets 1 through 11 of 11, dated 08/0.7/08 with revision `B" dated 12/18/08, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., .bearing the Miami -Dade County Product Control Approval- stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of.this NOA shall be considered after a renewal application has been filed' and there has been no change in the applicable. building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the.expiration date or if there has-been a.revision or change in the materials, use, and/or manufacture of the product or.process. Misuse of this NOA. as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any. section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,.then it shall be done in its entirety. INSPECTION: A.copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY NOA No. 08-0820.14 • , Expiration Date: January 08, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 5191-1, titled "Vinyl Single Hung Window Impact", sheets 1 through 11 of 1.1,-dated 08/07/08 withrevision "B" dated 12/18/08, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports om 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202794 4) Large. Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 ' along with marked -up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory., Inc., Test ReportNo. FTL-5710, dated -- 08/13/08; signed-and-sealed-b-y-C—ar-los-�—Rianda—P.�. ----------- 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading.per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large:Missile Impact Test per FBC,.TAS 201-94 5) Cyclic Wind Pressure Loading per FBC; TAS 203-94 -6) ForcedEntry Test, per FBC. 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A. Reed, P.E. (For Reference only) C.. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and 2007, prepared.bymanufacturer, dated 11/25/08, signed and sealed -by Robert L. Clark, P.E. Complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel Pe E. Product Control za ' er NOA No. 08-0 20.14 Expiration Date: January 08, 2014 Approval Date: January 08, 2009 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPontButacite.PVB, Interlayer" dated 01/05/06, expiring on 1.2/11/10. 2. Notice of Acceptance No. 06-1220:01 issued to Spectus Systems - A Mikron Company for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 01/11/07, expiring on 12/26/11. F. STATEMENTS 1. Statement letter of conformance, dated August 12, 2008, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated August 12, 2008, signed and sealed by Robert L.•Clark,.P.E. I Laboratory compliance.letter for Test Report No. FTL-57.10, issued by Fenestration Testing Laboratory, Inc., dated 08/13/08, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report no. ATI-84576.01-401-47, issued by - Arclii ectura -Testing, c., date�ic October 3-f,--2008, signed sealed by Joseph A. T Reed, P.E. (For Reference only) G. OTHERS 1. None E-2 Manuel Pere , P E. Product Control E a er NOA No. 08- 0.14 Expiration Date: January 08, 2014 Approval Date: January 08, 2009 LARGE I1MIN 1►1 ssy, kw 1. GLAZING OPTIONS: A. 314' LAM[ I.G. GLASS COMPRISED OF (1) LITE OF 1/8" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .0901NTERLAYER OFj DUPONT PVB. B. 7/8" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8"TEMPERED OR, kNNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .0901NTERLAYER 0 DUPONT PVB. 2. CONFIGURATIONS: 1/1 AND PROVIEW 3. DESIGN PRESSURES:-70/460 PSF (ALL GLASS TYPES LISTED ABOVE) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLAS TABLES ASTM E 1800-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND G SS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN HE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN 30'. 6. REFERENCES: TEST REPORTS FTL-5710. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL GENERAL NOTES ............:....................... 1 ELEVATIONS .............................. :............... 2 GLAZING DETAILS ................................... 3 GLAZING DETAILS ................................... 4 SECTIONS, I.F. FRAME ............................ 5 SECTIONS, BOX FRAME ......................... 6 PARTS LIST .............................................. 7 EXTRUSIONS ............................................ 8 ANCHORAGE SPACING, BOX FRAME... 9 ANCHORAGE DETAILS, BOX FRAME.....10 ANCHORAGE DETAILS. I.F. FRAME.......11 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING THE HIGH VELOCITY' HURRICANE ZONE (HVHZ). - Appmed n4 complying sr)lhifie. Flo: id�n e�;i} d�icg Cude N p9iurel9.11 Dade 1-1V;l9G CVnIN) Ui By Re�W 9Y Dab: RemYsar,a �� D.G. R.nCer D.G. 11/25/08 Dmc 12/18/08 A Rawaknr B PER MIAMI-DADE LETTER DATED. loa 1/08 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMI5, FL7275 P,0. BOX 1529 �� GENERAL NOTES yVin l Sin le Hun Window, Large Missile Impact 9 9. R"rSEBy: Gore' a.xo.o,u� Drawn By. D— —dsy D— NOKOMIS. FL 34274 Gb «L. Clark, P.E. PE 039T12 1'Zsibly Better s. re"1o°" : "` R "" D.G. 8107108 SH50o NTS 1 11 5191-1 R I swcw al 6" MAX. 9 MAX. 75" AAX. W T w 10" _ ( MAX. U NOW uFLL — 521/8" MAX. 55 318" FRAME O.D. 48' FIXED WIDTH DLO 52 1/8" MAX. 48" FIXED WIDTH DLO SEE SHEET 9 S 6,. MAX' 41/8" O.C. FOR ANCHORAGE TYP. MAX TYP MAX. REQUIREMENTS _ I FIXED / / FED FIXED IXED HEIGHT DLO / HEIGHT DLO 75" MAX. o 781 FRAME /4" O.D. - 33 SASHSH HEIGHT DLO 33 314" SASH / HEIGHT DLO x X 6" �46314"SASH •45 MAX' _ WIDTH DLO 3/4' SASH WIDTH DLO. M1AXn BOX FRAME TYP. INTEGRAL FIN MAX. SIZE = 52.125".X 75" MAX. SIZE = 52.125" X 75" NOTE: 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCH tone er: o le: aewu"n. 10. (RAGE INFORMATION SEE SHEET11. D.G. 11/25/08 A PER MWMbDADE LETTER DATED 1mim ieneey. 7.G. on.: 12/18/05 aewvw R ADDED ID' M1IAX. OL5fEN5lON ,O70TECHNOLOGYDRIVE ELEVATIONS ae, oee a wroo" TO BOX FRAME ELEVATION NOKOMIS. FL 34275 r r P.o.eox,s2s --9V— Vin 1 Sin le Hun g g Window, Large Missile Im act 9y,one: u O.G. A107708 cnceree NOKONIIS. FL 34274 14ibly. Berrer $eneiMveN $e2 " . aer aR SH500 NTS w 11' 5191-1 Ro rtL Clerk, P.E. PE #39712 Shuclural i - - - 1/8" ANNEALED - GLASS AIRSPACE 1/8"TEMPERED OR ANNEALED GLASS 39 314" O� 5/16 LII .090 PVB 1/8" GLASS I� ERALL GLASS NOMINAL MI GLASS NOMINAL 1/8" ANNEALED GLASS AIRSPACE UPONT NTERLAYER - 1/8' TEMPERED OR ANNEALED ANNEALED GLASS 35 OR 36 FG1LASS BITE 39 3/4" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL .090 DUPONT PVBINTERLAYER 1/8" ANNEALED ' GLASS 35 OR 36 LA NOM —GLASS BITE 41 41' OUTSIDE I I OUTSIDE u u U U U OPTIONAL 4 OPTIONAL 3 FLANGE FLANGE 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) I� PER MIAMI-DADE LETTER DATED 10,31108 iwu I NO CHANGE THIS SHEET 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND .1/8i1 CAP BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME.SHOWN) '0 TECHNOLOGY DRIVE GLAZING DETAILS P.D. Box +529 Viri I Single Hung Window, Large Missile !m ac NOKOMIS, FL 34274 VWl'ly'%"-. ..... mm.r s sro.e -"" sllsaD Full 3 ail 5191-1 °Q 14. MP, MI -I - WN I ml 100 17 �i PE #39712 Structural 718" OVERALL GLASS NOMINAL 7/8" OVERALL GLASS NOMINAL 1/8" ANNEALED �— 5/16" LI MI GLASS NOMINAL 1/8" ANNEALED 5/16" LAMI GLASS NOMINAL GLASS GLASS AIRSPACE AIRSPACE .090 UPONT ,090 DUPONT 118"TEMPERED OR ANNEALED GLASS' PVB 1!8' INTE RLAYER - 1/8" TEMPERED SS PNNEALED ANNEALED GLASS PVBINTERLAYER 1!8" ANNEALED GLAISS GLASS 31 oR 32 31 DR 32 39 1! 2" NOM F 1/ 1 BITE 39 112 " NOM rGLASS BITE JOPTIONAL --� i OPTIONAL FLANGE FLANGE 7/8" LAM[ I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN), ReMabm: 7 f/25/OH A PER MAID -DARE LETTER DATED 1013110 8 am 1&18/08 R"B NO CHANGE THIS SHEET L'I kq� 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAM[ GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ' 1070 TECHNOLOGY DRIVE GLAZING DETAILS NOKOMIS• FL 34275 - Vin 1 P.O. BOX 1529. Sin le Hun Window, Lar a Missile lm � 9 Ps NOKOMIS. FL 34274 V}ib6. Be,", 3Qd1'T1Op°` S"'^ a�.m . ' sHsoo SNTS 4 11 5191-1 ApproyGl es complyleg e91h the 6T7Ti0u FSch!!r.[: Ced: Fs1s O ps A! r3r _ a� Clark, P.E. 4_9712 Sirucluml MAX. DAYLIGHT OPENING SASH 1 Q OPTIONAL 11 31 32 12 FLANGE V 40 40 41 OUTSIDE MAX. DAYLIGHT OPENING F XED MAX. WINDOW WIDTH HORIZONTAL SECTIION (INTEGRAL FIN) WELD OPTIONAL FLANGE WINDOW DAYLIGHT OPENING ELD CORNER ASSEMBLY VERTICAL SECTION (INTEGRAL FIN) (INTEGRAL FIN) DATED 10131108 1070 TECHNOLOGY DRIVE SECTIONS, IN NOKOMIS. FL 34275 Vinyl Single Hui P.O. SOX ts29 y NOKOMIS. FL 34274 Visibly Better s..4..x1wF. s H - _ - stasoo Had PLIGHT I I I— ENING I ;ASH lipprovtd Q% complying will, be Fla Id qr. Moll ode 10 41 rj.':��� 7101oo316tde Nrcrllec@ G#oj1� Lily 0 FGRAL FIN FRAME I Window, Large Missile impact ! Robe t L. Clark. P.E. PE#39712 5 d 11 5191-1 a B St cwral DAYLIGHT OPENING C 40 41 OUTSID1.948 TYP. MAX. DAYLIGHT OPENING TYP. MAX. WINDOW WIDTI HORIZONTAL SEC_ t (BOX FRAME) 1112&08 A PERMIAAII-DADELETTER DATED I0/31,UB 121 1070 TECHNOLOGY ORIVF. f711AlOS B NO CHANGE THIS SHEET NOKOMIS, FL 34275 ��Y. RaNabna. P.O. BOX 1529 0A/07/0A enenea er ooa: NOKOMIS. FL 34274 Visibly OPTIONAL FLANGE — OPTIONAL I DAYLIGHT FLANGE OPENING WINDOW VERTICAL SECTION (BOX FRAME) SH500 I Half 1 6 e, 11 . 5191-1 Appm,cd 9e mmpIS.j. 1yh61he riarida r"Idlu i C, do NO k0 NUAH_Q IYJioeal OSnde Pmdud DY Robed L Clark, P.E. PE 439712 Struclural ITEM DWG NO.1 PART 1) DESCRIPTION 1 9521 1 .65163 INTEGRAL FPI FRAME HEAD &JAMB 2 9871 1 69871 BOXFRAMEEFAO&JAMB 3 9520 65164 � KTEGRAL FIN FRAIME SILL I 4 9870 69870 BOX FRANESLL 5 7940 65102 FIXED NEEnNG RAL 6 7126.1 65103 - MEETNG RAL RETFORC ENT 7 7942 65109 SASH STOP ( . 8 8873 65117 BALANCECOVERS 9 7092 65105 SASH NTERLOCK .10 61644W WSTP.,.187 X.270 FIN SEAL 11 7092.1 65114 SASHREPFORCEMENT I, 12 7093 65106 SASHSDERAL 13 7745. 65113 _ SASHLRTRAL 14 1669 1 716698P MR SUPPORT RATE 15 15B110 71694 -LILT BALANCESFgES - I 18 1686 7FPHPSSFF FNOT BARS 17 76208SLAW CAMSVVEEPLOCK _ -I 18 - 76133SLKW CAM SWEEP LOCK KEEPER 19 79803WF VVEEPHOLECOVER .I 20 7675RHLL RHTILT LATCH 21 7675LHR LHTILT LATCH .. 22 71669SP ALUM SCREW SUPPORT RATE 23 71D38W NSTALLHOLEFLUG I 24 71684K SETTING BLOCK 25 71684AK SEn84G BLOCK - SELF A90NE 26 '76X1FPTWX 6X1"FHTECH(410SS. PANTED) . I 27 - 7612FPTWA 6 X 1/2" FH (410 SS PANTED 28 - 76X2TPA410X B X 2" TH VIM'L SCREW SS 29 - 78X114PPAB410X B8 X 1 1/4" - 30 BXIFPAX 118X1' ITEM 5, FIXED MEETING RAIL MAT'L: White Ridged PVC by MIKRON Industries, Inc. aer o,�. DWG NO. 7940 1125/Oe A PER MIAMI-DADELf Oey eab. R"Nsleu �. 11&1&08 I B ADDEI ODIMENSIOfu. 1.235— .080--r{ 110--4 �_ ITEM 6� IXLD MTG RA L MAT'L: Alum. (60'63- DWG NO. 71�6.1 TOALUAL ITEM DWG NO. PART . DESCRIPTION 718" LAM LG: GLASS: 1/8' TEMPERED OUTBOARD - 31 AIRSPACE- 118"ANNEALED-.090 PVB NrERLAYER- 118" ANNEALED (5im" LAM) 7/8" LAM LG. GLASS: 118" ANNEALED OUTBOARD - 32 ARSPACE- 1/8" ANNEALED- .090 PtB NTH2LAYER- 1/8" ANNEALED (5116" LAM) 33 34 314' LAM LG. GLASS: 1/8"T5A5iJm o ITBOARD- 35 ARSPACE- 1/8' ANNEALL�- .090 PJB NnMAYER- 118- ANNEALED (51i 6- LAM) 3/4" LAM I.G. GLASS: 1/8" ANNEALED OUTBOARD - 36 ARSPACE -'118' ANNEALED - .090 P/B MFRLAYER - 1/8" ANNEALED (5116' LAM) 37 38 39 SLICONE DOW 1199 40 6492 65112 GLAZ19GBEAD - 41 84E3 65148 SDLGLAZINIGBEAD 8 NF 603 215 ,0351 o ITEM 40, I.G. BEAD MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.6492 828 r q :�f.272 ITEM 41, SDL BEAD MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 8483 1.870- 588 .080 ITEM 11, SASH REINFORCEMENT ITEM 9, MAT'L: Alum. (6063-T6) DWG NO.7092.1 SASH INTERLOCK MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7092 107NTKOMIS. OG4'DRNE(� I PARTS LIST AND NO P.O.BO FL 29 .. eox 1sz9 NOKOMIS. FL 14274 ' VsiGly Better rin l Single Hung Window, Large Missile SH500 N%$ 7 w 11 �nxo 5191-1 Approveda< Plying w.iih the Hod , Bai ling C de . D,;e OlMo8�2009 N0A#__0 �y��w®gaa�rou;tn 4�n,� Robed L Clark, P.E. PE N39712 Structural OPTIONAL FLANGE .040 .040 I � ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB MAT'L: White Ridged PVC by MIKRON Industries, Inc. MAT'L: White Ridged PVC OPTIONAL ---- OPTIONAL DWG NO. 9285 by MIKRON Industries, Inc. FLANGE BOX FRAME SILL FLANGE DWG NO. 9288 MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.9286 OPTIONAL FLANGE I I t.9to� ITEM 1, INTEGRAL FIN HEAD/JAMB MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9287 . Gate: 11125108 0 ReHslms: A PER MIAhl1-DARE LETTER DATED 10/31/08 e 12/18/08 R e.B NO CHANl:F THIC CHFFT �1.647 I .065 1.160 5 i ITEM 12, SASH SIDE RAIL MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.7093 tO TECHNOLOGY DRIVE E f NOKOMIS. FL 34275 taa: P.O. BOX 1529 NOKOMIS, FL 34274 V,'srbly Bwt- a '' se SH500 ITEM 13, SASH LIFT RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7745 kaf/ I a , 11 1 5191-1 Ayptovs;l o� csmplYdn� w4h Ib# ilPrddn !:e �:Ic+ de L•ata D Ni1gPe Mimi Rode. Fawic oiroB �Y �T Robert L. Clark, P.E. PE #39712 Structural "®®00000�0000 00000�©�® ®®®1 ���� oov000UUUU"NU"UN ©UN ®wwu0 0�0�� � V . ®� ©©©©©©©©©© ®©©©©©©®© ®©©©©©©©©©W©©®©©©©©® ©©®©©©©©©© ®©©®©©©©©© _ ©®©®©©®©©©ul©©©®©©u©0 Example: 52.125 x 75 For 1/1 Window s 3 4., Anchors required in the head 3 4 Anchors requ�rad below the MTR Anchors required above the MTA Example: 52.125 x 62.500 For View Windows I- 3 Head" �3 3 4. 2j 2 Sash' Fixed" NOTE FOR VIEW WINDOWS USE VIEW FIXED WINDOW HEIGHT FOR AN 1OR QUANTIFY IN HEAD AND ABOVE THE MTR, AND USE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR. MAXIMUM HEIGHT FOR VIEW W NIDOV1l IS 62 1/2". NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE xewrer Otte: RevisMi; , ID G. 11125,08 A PER MIAMI-DADE LETTER DATED 10q 1/08 r. 8tmb (t070 TECHNOLOGY DRIVE D.G. 12118108 B ADDED AND MODIFIED VIEW WINDOW EXAMPLES I NOKOMIs,Rea275 P.O. BOX 1529 we D.G. Dne: Gr:rtm BY omt: NDKDMI$, FL 342T4 VLrlbly)3—er D.G. 08/07/08 ' ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: 1 - 3116" ULTRACONS 2 - #10 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD- 6" MAX. FROM TOP CORNERS JAMBS - 9" MAX. FROM TOP CORNERS' ('NOT TO EXCEDE V4 OF TOTAL WINDOW HEIGHT) 6° MAX. FROM BOTTOM CORNERS 4' MIN. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. , 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW 52118 75' -- -- VIEW WINDOW 52 116' p'stF�pncO of ra:Oply7ng .4h the raugn By 6H FIXED 621/2' — — — — 4H SASH ANCHORAGE SPACING pb/ Vin I Single Hung Window, Large Missile Impact R uI L. lark, P.E. SR500 SNTS 5�9 .. 11 5191-1 aB suuctuml 2x WOOD BUCK #10 SCREW (SEE NOTE 3) 318" MIN. AIN. 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE .. ��]❑ 1/4' MAX. SHIM SCREW JAMB Wl BOX FRAME H THROUGH FRAME INTO 2x WOOD THROU 1 318" MIN. 3.5 KSI MIN. CONCRETE 1 /4" MAX.SHIM—OR 1.5 K51 MIN'CMU OPTIONAL ®= n '• rudl� FLANGE H '00•'•! . 3116' ULTRACON 1 1x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE ' JAMB W/ BOX FRAME THROUGH FRAME INTO CONCRETE THRO lx BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY A TO CONCRETE EDGE IS 1" MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEELEE 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS I BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTH( 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMI SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FI BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE, SPACING FOR ULTRACONS MAY BE USED. 0 W/ BOX FRAME I FRAME INTO 2x WOOD 1x WOOD BUCK (SEE NOTE 3) r•`. 1 318" MIN. r���mm NMI 3116" ULTRACON LEAD W/ BOX FRAME 3H FRAME INTO CONCRETE U BUCK OPTIONAL AI-DADE COUNTY APPROVED 3116" ULTRACON, EMBEDED 13/8" MIN.,'DISTANCE FROM ANCHOR EW, EMBEDED 1 3/8" MIN.. CKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". lx WOOD BUCKS ARE OPTIONAL IF UNIT ICTED AS 2x ARE 1 112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD TY HAVING JURISDICTION. STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER AE SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL iMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE 0 TECHNOLOGY DRIVE ANCHORAGE DETAILS - BOX FRAME NOKOh11S. FL 34276 Vinyl Single Hung Window, Large Missile N P.P.OhtIo.eox,ers S, FL 34274 1 r'si/ iy Bale,'r 'f "r SM NTS �f0 11 5191-1 A;Ip�rricl �s cra.�,gl�i�i;s1(SF.&C: By- /).JL;.Clark. P.E. PE #39712 Structural 2x WOOD BUCK (SEE NOTE 2 ) )1 /4" MAX. SHIM{ — 118" DIA. x 1 112- NAIL, 5" MAN I, CORNER & 4 it 2x WOOD BUCK NOTE 2) IF USHIM O ! OPTIONAL O- OPTIONAL FLANGE FLANGE 1 . � l ,4 MAX" = - --- . - - 1/B" DIA x 1 112' NAIL, SHIM- 2 1/4' MAX. FROM 1/8" DIA. x 1 1/2" NAIL, / - -- -- -- CORNER & 4 i/8" O.C.. 5" MAX. FROM CORNER & 4 118" O.C.. 2x WOOD BUCK OPTIONAL FLANGE - (SEE NOTE 2) JAMB W/ NAIL FIN HEAD W/ NAIL FIN SILL Wl NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES:. 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE V8" DIA. x 1 1/2" NAIL. . 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO B ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FU LL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES A ID ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. R� / D.G. 1125/OH A PER MM11-DARE LETTER DATED IO/J i/08 7070TECHNOLOGVDRIVE • NOKOMIS. FL 34275 P.O. BO% f 528� NOKOMIS• FL 34274 ANCHORAGEDETAILS - Integral Fin Frame - - - Vinyl Single Hun Window, Large Missile Impact 9 9 /y /Y G✓ Ro ert L. Clark, P.E. PE#39712 Structural D.G. 12/18/OB B' NO CHANGE THIS SHEET we,m Or D.G. 0ara: 08107108 cnartaaev oaia: Vi',,,bb Better R1it10 1 s sN5o0 sup: v.u: NTS it � 11 .p - - 5191-1 - aQ 60�MAN '"^' ��' E-a i.w^r w, E '`. h„3m1�$+''Y V "): •i' ,' y g F _,...h > l i E� BCIS Home Lo.g In ;, User Registration Not Topics Submit Surcharge Stats.&Facts Publications FBC Staff BCLS Site Map Links Search Product Approval t `' ` ,� s r USER: Public User w sad x Product Approval Menu > Product or_ApDlication Search > A�pl¢a_tion L'gt > Application Detail FL # FL243-R& xx 'Application Type Revision 3 wx Code Version 2007 Application Status Approved - d� 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-342-75-- -- — (941)480-1600 Ext21106 'bclark@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed ` Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO -'CER Validated.By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/07/2009 Date Validated 05/09/2009 Date Pending FBC Approval 05/15/2009 Date Approved 06/09/2009 Summary of Products FL # Model, Number or Name Description 243.1 F-6000 (Non -Impact, PW'and Aluminum Fixed Window Shapes)' Limits of Use . Approved for use in HVHZ: Yes 'Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: .Please see Miami -Dade County Notice of Acceptance (NOA) #06-0601.02 for product performance information, anchorage details, and anchor type, size, and spacing .information. . Certification Agency Certificate FL243 R8.0 CAC 6000-06-0601-02.odf FL243 R8 C CAC Letter F-6000.1?df Quality Assurance Contract Expiration Date 09/13/2011 Installation Instructions FL243 R8 II 6000-06-0601-02.1)df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 PW-3020 (Large Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07-0613.02 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL243 R8 •C CAC.3020-LM-07-0613-02.odf FL243 R8 C CAC Letter PW-3020 LM.odf Quality'Assurance Contract Expiration Date 08/16/2012 Installation Instructions FL243 R8 II 3020-LM-07-0613-02.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1243.3 _ I PW-3020 (Small Missile Impact) Arch itectural.Systems Aluminum Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami=Dade County Notice of Acceptance (NOA) #08-0123.04 for product performance information, anchorage details, and anchor type, size, and spaci ng,i nformation. Certification Agency Certificate .FL243 R8 C CAC 3020 SM 08-0123-04:odf :FL243 R8 C CAC Letter PW-3020 SM.odf Quality Assurance Contract Expiration Date 04/1.7/2013 ", Installation Instructions FL243 R8 II 3020 SM 08-0123-04:odf Verified By: Miami -Dade BCCO - CER Evaluation Reports Created by Independent Third Party: 243:4 1 PW-520 (Large Missile.Impact) WinGuard Vinyl Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use 'outside HVHZ: Yes Impact Resistant: Yes .Design Pressure: N/A Other: Please see Miami -Dade County Notice of -Acceptance (NOA) #08-0820.15 for product. performance information, anchorage details, andanchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami -Dade" on the:NOA drawings. Certification Agency Certificate FL243 R8 C 'CAC Letter PW-520.ndf FL243 R8 C CAC PW 520 LM 08-0820_15 pdf Quality Assurance Contract'' Expiration Date 01/08/2014 Installation Instructions FL243 R8 II PW 520 LM 08-0820A5:odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ( 243.5 PW-701'(Impact Resistant, PW and WinGuard Aluminum Fixed Window Shapes) Limits of Use• .Approved.foruse in HVHZ: Yes Approved for use outside HVHZ: Yes ImpactResistant: Yes' Design Pressure: N/A 'Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08-1112.10 for product performance - I.information, anchorage details, and anchor type, size/and 1 spacing information. Certification Agency Certificate FL243 R8 C CAC PW701 LM 08-1112.10.odf ..FL243 R8 C CAC PW701 LM.PDF Quality Assurance Contract Expiration Date ,02/19/2014 Installation Instructions :FL243 R8 II PW701 LM 08-1112.10.odf Verified -By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation' Reports Created by Independent Third Party: 243.6 I Sh Pe j (Non -Impact; PW and Aluminum Fixed Window Limits of Use Approved for use in HVHZ: Yes .Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: A/A Other: Please see Miami -Dade County Notice, of Acceptance (NOA) #08-1112.09 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency. Certificate FL243 R8 C CAC PW701 NI 08-1112.09.odf FL243 R8 C CAC PW701 NI.PDF Quality,Assurance Contract Expiration Date 02/19/2014 Installation Instructions FL243 R8 II PW701 NI 08-1112M. odf Verified By: Miami -Dade BCCO - CER -Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.7 I PW-820 (Large Missile Impact) Multi -Story Aluminum Fixed Window Limits. of Use Certification Agency Certificate . Approved for use in HVHZ: Yes FL243 R8 C CAC 820 LM 08-0429-08.0f I Approved for use outside HVHZ: Yes FL243 R8 C CAC Letter PW-820 LM.odf GENERALNOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2607 EDITION FOR THE DESIGN PRESSURES LISTED IN THE APPLICABLE PRODUCT TEST REPORTS. 2) REFERENCE TEST REPORTS: 420 SERIES: FTL-5346 520 SERIES:FTL-4829,5763,5764,5765,5719, 6726 3) WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 112" THICK: 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. - ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 4) MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO) IS 1" FOR ANCHORAGE THROUGH FRAME INTO WOOD OR CONCRETE, AND 3/8" FOR ANCHORAGE THROUGH FIN INTO WOOD. 5) $HIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE; USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS: 6) 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. 7) ADHESIVE SEALANT SHALL BE USED .BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 8) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS. COMPLYING WITH ASTM C-96. 9) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 5i 4.00n 00 0 THROUGH NAIL FIN MAX. SPACING A. LYNN MILIffl, PPE #58705 PGT INDUSTRIES, 100 TECHNI LYNAI Rev Dale I By N= Unhaa Nols fir: No. 58705 J D:t�trJ.IXq:t .003 d So ys�lodeE = 0 '• '.• (V` PIV4201520 MareAeC VINYL PVC Dectit pgan; VINYL F ' p STATE OF PVC ' %��s'•.!�GORIDP.•' G\=;� ChkdBr. Dale: AL f� �\\ Diem er. J. ROSOWSKI Dafe: 05105"", porma. t` �,` 11.500 r nnn THROUGH FRAME MAX. SPACING Y DRIVE, NORTH VENICE, FL 34275 941-480-1600 niFwFOBIraRat! DF<wNa7wiAcAvTtiuPB liEglNiS ihEQLYUSNEFRQ H1Jr'OFPGT MSIRIESANDCOlSomoca16m MI AM1DPRM1TARYADPoR lOFW3 ODCUMB7TMAYBEOSW ORREFROOMEM AW FOBM VARW TW EIFRESM RRRTER PE9AMMN0FParfWUSM*M re: Snaev Om"No. qev. T.S. 1 eFZ #10 SCREW WITH WOOD BUCK FLANGED 2x WOOD BUCK NAIL FIN 6" MAX FROM OR FRAMING (FIN REMOVED) CORNERS AND FLANGE MAY BE 11 la, MAX. O.C. REMOVED FOR 1/4'` MAX. EQUAL LEG I r SHIM —I INSTALLATION L Q 118" (.131") DIA. X - � 1/4" MAX. 0 1 1/2" MIN: _ _ 1'_1/2" NAIL, EMBEDMENT r —r SHIM 1 1/2' MIN. 2" MAX FROM h_-.•.:_ EMBEDMENT -� ram' CORNERS AND —.. 4" MAX. O.C. 1/4" MAX. 10 SCREW WITH 2x WOOD BUCK 1/4" MAX. SHIM 6" MAX FROM 1/8" (:131") DIA. SHIM ERS AND ORN X 1 1/2" NAIL; 1/4" TAPCON OR CRN MAX. O.C. 2" MAX FROM EQUIVALENT MASONRY FASTENER NAIL FI FLANGED 11 CORNERS AND 6" MAX FROM CORNERS (FIN REMOVED) 4" MAX. O.C. AND 11 1/2" MAX. O.C. TY ICAL HEADMAMB ANCHORAGE DETAILS 1/4" MAX. SHIM a 1 1/2" MIN. EMBEDMENT 1/4" MAX. 1 1/4" ' 1 1/4" MIN. SHIM MIN. 1 /4" MAX. _ • ,.':9='';�a:'; EMBEDMENT SHIM I �EMBED- ' MENT CONCRETE FLANGED o j 1/4" MASONRY #10 SCREW WITH ANCHORS, 8" MAX (FIN REMOVED) 6" MAX FROM FROM CORNERS AND A" CORNERS 11 1/2" MAX. O.C. 1/4"TAPCON OR EQUIVALENT AND 11 1/2" MAX. O.C: t� o e•.; FLANGE MAY. BE MASONRY FASTENER REMOVED FOR - 6" MAX FROM CORNERS �r CONCRETE EQUAL LEG AND 11 1/2" MAX. O.C. ' INSTALLATION v FLANGED FLANGED 1x WOOD 1/4" MAX. (FIN REMOVED) (FIN REMOVED) BUCK SHIM 2x WOOD BU K . FLANGE MAYBE REMOVED FOR 1x WOOD BUCK EQUAL LEG 1 1/4" MIN-_ INSTALLATION EMBEDMENT' A. LYNN M l,k &P.E PE #58705 PG f INDUSTRIES, 1(170 TECHNOLOGY DRIVE, NORTH VENICE, FL 34275 941-480-1600 `�ONY LYNlyA��A'i!. Ii.1 Dale Rv Damns Ta' asllnesvNaeC RE9YF024NRgY,OFSaypgRATAFUYTMEa FLANGED s ' F f0W15 RfEEXC USNIFFRFFERFrOMT CONCRETE ��• LI- F .<<P S a D%7=AM1RCaY3VMC°FffReM (FIN REMOVED) Ty ;' �3m°3 005 ARomoPmSTARrovom otwi R TYPICAL SILL DETAILS — "°' S8'os `' * = a°cvsFNTawrsatism°RRUWLIceow S ads ANrFVRMNRROf7?XWRESSEDWRRR3F o * FI S901LKFRFAVE677 I Pt41,420/520 ® ' GLASS SHOWN AS EXAMPLE. MAY VARY BY 5. STATE OF "AeL V/NYL PVC 6ha: SERIES AND DESIGN PRESSURE a� �:��SS,'F�°Rloa..• G��� G'kueY ire: VINYL PICTURE WINDOW ANCHORAGE REQUIREMENTS. s Igo '�A; dNAL N.� Bey ". IGT ° Sm/e: 6he"! Oa"fng J. ROSOWS(I 05/05/10 N.T.S.; °r2 N.... y I ,,'(WxH)- . 1.. Eyebrow; 2-Single Rungs;,; 74-76 , `(Architectual Opening),, . 2. Eyebrow: 36112. i 31. (Architectual Opening)a ,31 Sliding Glass Door; - 96 ii 80' - (Sliding Glass Door).': •, 4. Single Hung Window - 37. z 63 ;(Single Hung Window) a 5 r 4 2 3 N CLo G> J M Y ch C N IL � � N a Q J Ve ~ U) A 1 _ 0 R. NOT TO SCALE ATE: Dec 13, 2010 GGE DESCRIPTION: Site Plan GGE: OPi 1 Information Owner: Glen Kunkle Address: 1707 Pondberry Ln Port St Lucie, F1 34952 ildin2 Information Wind Zone: 140 NTH. Exposure Category: B Minimum Building Dimension: 25 ft. Mean Roof Height: 15 ft. Structure Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number I Zone IEWidth (in) Height (in) rElevation (ft) Pressure (psf) Pressure (psf) I Int 74 76 7 34.6 -37.8 2 Int 36.5 31 7 37.9 -41.1 . . ... . ........... . . .. ........ . ......... 3 . . . . .. . .................... Int ........................ ... .. . . . . . .. . . . . ... . . . .................................................... 96 . ..... ........... ................ . ..................... - . ........ . ....... . . . . . . ............... . 80 7 ....... . . . ......... . . ............... . 33.9 . ............. . .... - .... ...... -37.0 4 R . . ...... .... . .. . ......... ...... . Int ........... . .. . ....................... 37 . . . . ............................ ........ . ... . 63 7 . ... . .. . . . . . ............... ...... ----- . . . 36.8 . . .... . ..... . ........... -39.9 Prepared in accordance with: ASCE 7-05, Section 6 - Wind Loads. Florida Page 1 of 1 Code 2007 ed. Ili Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced *Standard and Year (of Standard) Equivalence of Product Standards 'Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC.Approval Date Approved Date Revised Summary of Products W01, urcharge Stats &Facts PubBcations FBC Staff BCIS Site Map Links Search sk > Application Detail FL8208-R4 Revision. 2AOr PPro PGT Industries/z )l 1070 Technolo Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Dean Ruark druark@pgtindustries.com Dean Ruark 1070 Technology Dr Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Exterior Doors Sliding Exterior Door. Assemblies Certification.Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard Year AAMA/ W DMA/CSA '101/I:S.2/A440 2005 ANSI/AAMA/WDMA 101/IS2/NAFS 2002 ASTM E-1886 2002 ASTM E-1996 2002 Method 1 Option A 12/11/2009 12/21/2009 01/14/2010 02/02/2010 09/02/2010 FL # Model, Number or Name Description 8208.1 SGD-330 Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No -FL8208 R4 C CAC" SGD330-CAR-414.pdf Approved for use outside HVHZ: Yes FL8208 R4 C CAC SGD330-CAR-415.pdf Impact Resistant: No FL6208 R4 C CAC SGD330-CAR-416.pdf Design Pressure: N/A FL8208 R4 C CAC SGD330-CAR-418.1)df Other: With 1_7/8" sill: 4'x8' panels, reinforced, with FL8208 R4 C CAC SGD330-CAR-419.pdf 3/16T (single pane. or IG) glass: +/-45 psf. 4'x6'8"panels FL8208 R4 C CAC SGD330-CAR-420.pdf with 1/8T (single pane or IG) glass: +/-45 psf. 4'x5' panels FL8208 R4 C CAC SGD330-CAR-421.1)df with 3/16A single pane or 1/8A IG glass: +/-45 psf. 1_3/8" .FL8208 R4 C CAC SGD330-CAR-422.odf sill limits.positive pressure to +30 psf. 4'x8' panels with FL8208 R4 C CAC SGD330-CAR-431.pdf 3/16T (single pane or IG) glass: +/-30,.psf. 4' x 6'8" panels FL8208 R4 C 'CAC SGD330=CAR-432.pdf I with light astragal and 1/8T glass: +/-30 psf. Please see Quality Assurance Contract Expiration Date ATI test reports in Installation Instructions for additional 07/30/2011 " information. Installation Instructions FL8208 R4 II SGD-330 Anchorage.pdf FL8208 R4 II SGD330-74779-01-401-47-Rl.pdf i FL8208 R4 II SGD330-74782-01-401-47-RI.odf FL8208 R4 II SGD330-76268-0.1-401-47-RO.Pdf Verified By: Lucas A. Turner, P.E.'58201 Created by Independent Third Party: No _Evaluation Reports Created by Independent Third Party: 8208.2 SGD-430 (Non -Impact) PGT Vinyl Sliding Glass Door Limits.of Use Certification Agency Certificate Approved for use in HVHZ: No FL8208 R4 C CAC 06-1220-01 Mikron PVC.odf Approved for use outside HVHZ: Yes FL8208 R4 C 'CAC SGD430-CAR-403.pdf ImpactResistant: No FL8208 R4 C CAC .SGD430-CAR-404.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Rating for 96" x 96" XO or,OX door with 3/16" 01/16/2011 - Tempered Insulating Glass: +'/-60 psf.(SD-C60) with Installation Instructions _lY&'-sill-riser-With-no-riser(i_7/8"sill-height)-rating-is�L8208—R4—Ii-SGD=430 53frArrch�raoe pd� +/-45 psf (SD-C45). Pleasesee test report FL8208 R4 II SGD430-ATI-69381-01.1)df ATI-69381.01-401-44 for additional product, testing, and Verified By: Lucas A. Turner, P.E. 58201 anchorage information. Created by Independent Third Party: No Evaluation Reports I Created by Independent Third Party: 8208.3 SGD-530 (Impact) WinGuard Vinyl Sliding Glass Door Limits of°Use Certification Agency Certificate Approved formse in HVHZ: No FL8208 R4 "C CAC 06-1220-01 Mikron PVC.pdf Approved for use outside HVHZ: Yes FL8208 R4 C CAC_SGD530-CAR-216.odf Impact Resistant: Yes. FL8208 R4 C CAC SGD530-CAR-403.pdf Design Pressure: N/A -1`118208 R4 C CAC .SGD530=CAR-404.pdf Other: Rating for 96" x 96" XO or OX door with Laminated Quality Assurance Contract Expiration Date Insulating. Glass (3/16" Tempered - Space - 7/16"'HS-HS 01/16/2011 SGP Lami): +/-60 psf (SD-C60) with 3_1/8" sill riser. With Installation Instructions no riser (1_7/8" sill height) rating is +/-45 psf (SD-C45). , F.L8208 R4 II SGD-430=_5. 0 AnGhoragep._df ASTM E1886/1996 Large' Missile impact resistant, 9 lb 2x4 FL8208 R4 II SGD530=ATI-69381-02.pdf at 50'ft/sec.-Please see test report ATI-69381.02-401-44 Verified By: Lucas A. Turner, P.E. 58201 for additional product, testing, and anchorage information. Created by "Independent Third Party: No ' Evaluation -Reports Created by Independent Third Party: 8208.4 SGD-680 (Non -Impact) Aluminum"Sliding'Glass Door Limits of -Use, Certification Agency Certificate Approved for use.in HVHZ: No FL8208 R4 C CAC 190-405-2.pdf Approved for use outside HVHZ: Yes FL8208 R4 C CAC SGD680-CAR-406.pdf Impact Resistant: No FL8208 R4 C CAC SGD680-CAR-407.1)df Design'Pressure: N/A Quality Assurance Contract Expiration Date Other: Straight or Corner configurations available. Rating . 01/06/2011, for.4' x'10' nominal.panel.size with 3/16" Tempered Glass: .Installation Instructions +/-60 psf (SGD-C60). Rating for 4' x 8' nominal panel size FL8208 R4 II .SGD-680-780 Anchoraoe:pdf with 3/16" Tempered Glass: +/-105 psf:(SGD-C105). FL6208 R4 II 'SGD680-FTL-5147.pdf Please see test report FTL-5147, 5151, and 5153 for FL8208 R4 II SGD680-FTL-5151.1)df additional product, testing, and anchorage information. FL8208 R4 II SGD680-FTL-5153.1)df Verified By: Lucas A. Turner, P.E. 58201 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: i 8208.5 SGD-780 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 'FL8208 R4 C CAC 190-405-2.pdf Approved.for use outside HVHZ: Yes FL8208 R4 C CAC SGD780-CAR-217.odf Impact Resistant: Yes FL8208 R4 C CAC SGD780-CAR-218.ndf Design Pressure: N/A FL8208 R4 C CAC SGD780-CAR-219.pdf Other: Straight or Corner configurations available. Rating FL8208 R4 C CAC SGD780-CAR-406.pdf for 4' x 10' nominal ,panel size with 7/16" HS-HS SGP FL8208 R4 C CAC SGD780-CAR-407.pdf Laminated Glass: +60/-70 psf (SGD-C60). Rating for 4' x'8' Quality.Assurance Contract Expiration Date nominal panel size with 7/16" HS-HS SGP Laminated 01/06/2011 �)Il A% v. (•i.' .t.4: :..: :Y • p.�,rw !S jr..'~° :� 114•MAX SHIM —1 1 are"MIN. 4•••.1.' ,.� t .• [--T • 191M MIN. - '•-L _ 1 117 v4• #12 CREW;2a'MAX. O.C. ' EXTERIOR SHIM EXTERIOR SHIM AND 6" Ax. FROM CORNER #12 20" MAX AX O. . 1/4" TAPCON, 20" MAX. D.C. AND 6" MAX. AX AND 6" MAX. FROM CORNER FROM CORNER HEAD (FIN FRAME) HEAD (BOX FRAME) THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO CONCRETE ' EX ERIOR 1x BUCK OPTIONAL JAMB (FIN FRAME') THROUGH FRAME INTO 2x WOOD 11l1•MIN. - - . 1/4• MAX SHIM ----{ ; .. I •• . . '• t 10' TAPCON, 20" MAX. O.C. AND 6" MAX, FROM CORNER _ 1/4" TAPQON, 20 MAX. O.C. AND 6" MAX. FROM CORNER .•f. ;;';� #12 SCREW, EXTE IOR 1/4" MAX. GROUT ;. t+.. •,;• 2a' MAX. O.C. MUST TRANSFER 4., }.,: AND V' MAX, LOAD TO SLAB ".. i• FROM CORNER.. ��•, �. •w•...'.L S .. :' •. `., �.. '�j.� .'.,:. i 11/4•MIN. , 1/4" CY , 'i•' EXTERIOR MAX. 1� v: 1y . •'. SHIM 'ti •i•,i EXTERIOR `f SILL (BOX FRAME) 1 are• MIN. THROUGH FRAME INTO CONCRETE JAMB (BOX FRAME) THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL - LUCAS A. TURNER, P,E.. - PE #58201 P, T INDUSTRIES, 1070 TECHNOLOGY DRIVE, NORTH VENICE, FL 34275 941-480-1600 SILL (FIN FRAME) "'"""" '""""oltl THROUGH FRAME INTO 2x WOOD ' �0' ,"OREW 4, 'V I irsirrAewnatir warMr�cavcvec �: .. ,......... F p`.'f sran..me+ :coe eoramFsuoacnss�oonrism¢ P T ' 1v1 IJo 58201 :�7, I AW00WMraoawnsCFIW NN ANYWiI.E raanaaosaFror `- SOD-M1530 . Visibly Better r✓-7 �`�— - i p� STATE OF ���7 =, �'` • �< a. ;�.•° VINYL PVC � � : VINYL SLIDING GLASS DOOR ANCHORAGE B �w'+SS�ONAL SEE GENERAL NOTES SHEET 2. cj EN�+� ++r,+nnnt�rt�� w.»�or. ate. °OrNa- va°a°"n sow swe °'"*°N' D.O. T 10/10/08 ,7:$ 1 a2 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) REFERENCE TEST REPORTS: ATI 89381.01.AND 69381.02 3) WOOD BUCKS DEPICTED AS 1z ARE LESS THAN 1 1& THICK. Ix 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) MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO) IS 1" FOR ANCHORAGE THROUGH FRAME INTO wooD OR C'oNCRETE. THROUGH FRAME MAX SPACING 5) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ANCHORAGE NOTES: SUBSTRATE. USING SHIMS CAPABLE OF 1) HEAD AND JAMBS TO HAVE (2) ANCHORS AT EACH LOCATION. TRANSFERRING APPLIED LOADS: ENTIRE 2) SILL TO HAVE (1) ANCHOR AT EACH LOCATION: LENGTH OF SILL MUST BE SUPPORTED BY SUBSTRATE, GROUT, STRUCTURAL ADHESIVE, OR CONTINUOUS SHIM. 8) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 7) ADHESNE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FRAME. OVERALL SEALING%FLASHING STRATEGY FOR WATER RESISTANCE OF 5.000 INSTALLATION SHALL BE DONE BY OTHERS. ' 8) MATERIALS USED FOR ANCHOR LUCAS A. TURNER, P.E. PE #5820 EVALUATIONS �PNOREw�r4,� �� ANDCONCRET MMASONRY UNITS ���qa� COMPLYING WITH ASTM G80. Nc 8) THE 1/3 STRESS INCREASE WAS NOT v j No 58201 ;P USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. q , STATE OF �W wNn I 0—sr D.O. III 20.000 MAX. O.C. 7 20.000 MAX.. . INDUSTRIES, 1076 TECHNOLOGY DRIVE, NORTH VENICE, FL 34275 941480=1606 "�0�'�� attar: om"rm� a�r.mar .saa nerstwwrxriombraaar�aavcu� �erreunc��ryoFwr ao[a'rnfsvaCacY+a+®aa�nerr� �nvrn�rarxtrnngxrnava�nrs 't'P~� . aaot�vrnNreetemars�xca�N ' g�pyeiy; AYYFOZUIIiflMllr111EF.1}REB.s®NR'f7eY SCUD 43a53o reaeauva�a�rnorrsna Visibly Better VG GLASS DOOR ANCHORAGE 1 B No sew: Blwe pyVwbvw T.S 2a2 ,. n