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Home My WebLink AboutSUBMITTED PAPERSDate:). ' r✓_ Receipt# =�� Permit # 1. 2. 3. 4. St. Lucie County Building & Zoning Department SCAMME® 2300 Virginia Avenue Fort Pierce, FL 34982 St, �11�By C' 772-462-1553 le COun1y APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS LOCATION/SITE ADDRESS: 5201 Seagrape Drive Indian River Estates SECT I I TWP I I RNG I I MAP I I ZNG LU I I INIT PARCEL ID NUMBER: 3402-608-0011-000 [ 9 DESCRIPTION OF PROJECT OR WORK ACTIVITY: Remove & reulace windows: (10) PGT vinyl impact Wingard TYPE OF STRUCTURE: ®XSFR ❑ OTHER 5. OWNER INFORMATION Name: Jeff or JoAnn Alter Address; 5201 Seagrape Dr. City: Fort Pierce State: FL Zip: 34982 Phone: 4 6 5-813 4 6. CONTRACTOR INFORMATION FL Reg/Cert #: SCC131150586 County Cert#: 25584 Business Name: Master Craft Aluminum Pro ducts Phone 335-1177 Fax 335-0860 Product Table 1606.213 ** 15' maximum height Minimum Design Pressure Design Pressures Manufacture Model Number NOTICE OF ACCEPTANCE # FLORIDA # 130 mph 140 mph Windows & Skylights Exposure B 1 40.7 47.2 PGT see attached Exposure C ** 1 49.2 1 57.1 Swing & Garage Doors Exposure B 38 44 Exposure C ** 45.9 53.2 7. VALUE OF CONSTRUCTION: $ 6, 8 0 0. 0 0 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 I QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF S t . LUc i e AC D BEFORE ME THIS 6 th DAY OF Dec. , 20lQ BY Jeff Jackman WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. "' LA4 10 Sheryl D. Moore (seal) SIGNATU OF NOTARY TYPE OR PRINT NAM�,Q'£A[94 °°°°°°°p°°°°°U°°uuu°� " Ni00RE TITLE: NOTARY PUBLIC COMMISSION NUMBER ,a> YP �i, Comm# DD0749247 Expires 1/15/2012 Flodda NotaryAssn., Inc Window, Skylight, Doors, Garage Door pen -nit application 7/13/05 dmg DEC-21-2010 09:45 AM MASTEpf:RAFT 772 335 0860 P.01 r =r- C: SMITN, CLERK OF THE CIRCUIT COURT SAINT L,UCIE COUNTY ' FILS 0 354438312/20MO10 et 04:52 PM per, rt<cran�nacs,tEnteN ra OR BOOK 3254 PAGE 2091- 2991 Doc Type: NC Master Craft Aluminum Products' RECORDING: $10.00 1634 SE Niemeyer -Circle Port r,,riej VL 34952 OF com q , hrI' 71re undersigned hereby given notice that inipmvenieni will be madr •m •aertnin real 70po t turd in accordance with'Chapar 713, f+Iarids Hrehtres tl,e #niteiir{ge #nfermnden isamvided.in the Notice of,00mmetteement, 'InkTF PR�OPRAT11(Legal dwat'iption wtdstreot address) TAX —FOLIO NUMBER: 3402-fi9�.0011-000/9 SUB1r1 ION EtitateliLDCIC„•,—,,LTRACf -__ LOT 2—CL— BLDG .UMT 07 5201 Sea ra a Drive :!. GENERAL. J1PSt:RIPTJON OF WROVEMENT: 12P2,1 ane windows 3. 01VM WoiJ MATJON: a, Nante Jeffrey S . or Jo n.Add., 5201 Sea q ra a Dr. Ft. Pierce .9-Ut inwreatinpropeM'.,... __._ d..Nameand addraes•eff hripletitleholdor(if.o9terthenown 4.CONT. iACTWSNAAS,A•WRESSAMP>;I't7)q£'NU=iR' Master Craft Aluminum products 1634 SE Niemeeyr Circle, PSL FL 34952 335-1177 5. SUM'nr'S NAAa,.ADDRESS AND PROATL•.N-LIATBERAND DONP AMD-UN ': 6. LENDEWS NAME, ADDRESS AND -PROM. NUNCRER: '7., Peron within the Stara ofFlorida designated by 0=cr,up0n whom rt06= ar tithe• donumetus may heaerved as.provided > y See6on 7.13.I3 (i)(a)'7., Florida Smtrrtr� NAML, ,ADDIMS AND P14ONE NCTMOR. B.In •addition to Idmsaif orha sell pwtter•deaip= thefolIPY&O" 10'racdi'ma cnpy of thcLienor's•1Aadce.ac pravidad in section 713.13 (t)(b), Florida statutes: NXME,ADDRrSS.A=.PHONE Htl MER' 1. Expiration dare.ofnotico•of ecmmeooament (the .exmirstion-date is I year fmm-tiro date of rmcordinguniess a,diff Wt•dare.ia WajAuk,of Owner or D�Vper's �►uthanized �O!'.bacr/13treelor/ParmerYl�Fanager S'ttate.of �'torlda Je frev &. ;'A1 t-er—HamenwDer T?rintr}mme:�►n�.:Provide:'&i�namn�'s' Cli1e/AiTlae Cmmtyaf__S_t...Luc ie Mie-kra ofng insteurttent.wtrb oelv�pwladged;bef�re.ma.#ItiR, r, (rt'intud n=e of piman ajgrung above) (Type. of olidi racy... M,.0waer, .aM=, •uaetee,,attomay in fact) 'Rot. Re l f . (Nameofparty on•behalf•oiwham insuotnmt uvaa exenutod) Sheryl D. Moore (Printed Name ofTdor)' Pubbe) (Sjgstautra ofhio t),'PubliC) (S, Under.pe>sa2[trs>zipe�jury,'I daoiatt: that NA$Lvz-n*d thelot'eg0*111A that.#he146ts W'0:1 ber�ief (secti®n:93.525, I31�•ida''Sxdiutse), Comtr# DD074924T ! Flatldt+ �lotey Aew►„ Nto ��u��pm�tlpuypp�fl t nf.my IMO-Wiledge and 'gnaeure(sl of Qwner-(r) Qr r1part'ner/Man2gerwiia •sigbarl Above:: gyp;. �94 Jeffrey S. Alt®r—Htatn®owner t .ei r�t� f i {.,��it�:�'..'�s >.s t .,. �� .,�;: , w ��.�'$y',k; b�;,Y�a. ..�� - �.x. •�i3'�.�"'��` ��.t'4 "b BCIS Home Log In User Registration ; Hot Topics ( Submit Surcharge acts Publications , • PBC Staff BCIS Site Map! Links Search Alt.Product Approval USER: Public User ,� f� F��.� _ •• Product Approval Menu > Prgdu_, or A ,plation Search > Apph4ation_1,.i4L > Application Detail - �� f FL239-R13 ... .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 bcl ark@ pgti n dustri es.com Technical Representative Robert Clark Address/Phone%Email 1070 Technology Dr. — Venice; FL-34275 — (941) 480-1600 Ext 21106 ' bclark@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 TAS 201, 202, 203 'TAS 202 Equivalence -of Product Standards Certified By Product Approval Method Method 1 Option A Year 1994 1994 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.pdf FL239 R13 C CAC Letter SH-3000 LM.odf Quality Assurance Contract Expiration Date '12/06/2012 Installation Instructions FL239 -R13 II 3000-1_M-07-0905-02.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.2 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.gdf 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: 239.3 SH-4000 (Non -Impact, Heavy Duty Aluminum Single Hung Window Meeting Rail 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) #06-0706.03 for product performance information anchor-age-details�-and-anchor-type; size,, -an spacing information. 239.4 SH-4000 (Non -Impact, Standard Meeting Rail) 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) #06-0706.04 for product performance information, anchorage details, and anchor type, size, and spacing information.. .Certification Agency Certificate FL239 R13 C CAC 4000-HDMR-06-0706-03.1)df FL239 R13 C CAC Letter SH-4000 HDMR.odf Quality Assurance Contract Expiration Date 10/08/2011 Installation Instructions FL239 R13 II 4000-HDMR-06-0706-'03.pdf Created by Independent Third Party:, Evaluation Reports Created by Independent Third Party: Aluminum Single Hung Window Certification Agency Certificate FL239 R13 C CAC 4000-06-0706-04.pdf FL239 'R13 C CAC Letter SH-4000.1)df Quality Assurance Contract. Expiration Date 09/30/2011 Installation Instructions FL239 R13 II 4000-06-0706-04.pdf Verified By: Miami -Dade BCCO - CER Created.by Independent Third -Party: Evaluation Reports Created by Independent Third Party: 1239.5 1 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 seeMiami-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 FL239iR13 II SH 500 LM 08-0820.14.pdf 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.odf Quality Assurance Contract Expiration Date 01/.26/2011 Installation Instructions FL239 R13 II 600-06-1211-07.pdf 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R13 C CAC 700-07-0322-06.1)df { Approved for use outside HVHZ: Yes FL239 R13 C CAC Letter SH-700.pdf MIAMI•DADE 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE.COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,.SUITE.1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 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 -product -or -material -fails -to -meet the-r-eq irement, of -the -applicable -building -code. --- J---- -- This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. .DESCRIPTION: Series "SH 500 Vinyl" White PVC Single Hung Window — L.M.T. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window Impact", sheets 1 through 11 of 11, dated 08/07/08 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 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 11, dated 08/07/08 with revision "B" dated 12/18/08, prepared by. manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710, dated sued-ard-sealed-by-Car-los-S—Blench—P—.E- 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) Forced Entry 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:by manufacturer, 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 `DuPont PVB, Interlayer dated 01105106, 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. 3. Laboratory compliance letter for Test Report No. FTL-5710, issued by Fenestration Testing Laboratory, Inc., dated 08/1.3/08, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report no.. ATI-84576.01401-47, issued by Arai ectura . esting, Inc., at- e- Ocbo er 31, 2008, signe��led by Joseph A. Reed, P.E. (For Reference only) G. OTHERS 1. None Manuel Pere , P . Product Control E a ' er NOA No. 08- 0.14 Expiration Date: January 08, 2014 Approval Date: January 08, 2009 E 2 LARGE MISSILE IMPACT SINGLE HUNG BOX F 1. GLAZING OPTIONS: . A. 3/4" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8" TEMPERED OR1 NNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN .0901NTERLAYER Ory DUPONT PVB. B. 718" LAM[ I.G. GLASS COMPRISED OF (1) LITE OF 1/8" TEMPERED OR /{NNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .0901NTERLAYER OF DUPONT PVB. 2. CONFIGURATIONS: 1/1 AND PROVIEW 3. DESIGN PRESSURES:-70/+60 PSF (ALL GLASS TYPES LISTED ABOVE) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLAS TABLES ASTM E 1300-02. RE B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSUAND i SS TABLES ASTM E 1300-62. 4. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE 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-2061 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..- B 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' HURRICANEZONE(HVHZ). _ Apprmad a4 compiyiag with the Florida Bc`icg Cudc Dale OI1; F2/?e904. No,iu pfs -[5A 20_14 Mlml Pad. I'malm Co nol. By RevSa BY aMe /wVw A PER MIAbII-DAOE LETTER GATED IO/31/OH TECHNOLOGY DRNE NOKOMIS. FL34275�URe.ebne:Vin gc;� GENEPAL NOTESuen /D.G. �1D.G. E8.1017108 ReeB1070 B NO CHANGE THIS SHEET 1 Sin le Hun Window, Lar a Missile !m act 9 9Dare: BOX 1529 NOKOMIS, FL 34274 ob rlL. Clark, P.EP.O. PE 1139712D.G. Visibly Bat4- s ""`"Oe' sn �"' '�' D.a""pe1p' B ^" SH500 NT$ 1 w 11 5191-1 R I Slmclural 6" _ MAX. MAX. 75' MAX. w rnOH w 10" = 0 w MAX. WQ� 1- NOw LL 8" MAX 521/8" MAX. — 48' FIXED WIDTH DLO SEE SHEET 9 - FOR ANCHORAGE - REQUIREMENTS 0 - 45 314" SASH WIDTH DLO — BOXFRAME. MAX. SIZE = 52.125". X 75" NOTE: 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5•AND AN( D.G. er L"t/25/09 Re q�e. PER MWMI-OAOE LETTER DATED 10/31N8 BY Dtle. RevWw. D.G. 12/18/BB B ADDED 10' MAX. DIMENSION TO BOX FRAME ELEVATION i" 1X. 5" MAX, TYP, I 33 3/4" FIXED HEIGHT DLO 75" MAX. 78 1 /4" FRAME O.D. 33 3/4" SASH HEIGHT DLO )RMATION SEE SHEETS 9 AND 10. RAGE INFORMATION SEE_SHEETII - 55 3/8" FRAME O.D. — 52 1 /8" MAX. 48" FIXED WIDTH DLO 4118" O.C. MAX. TYP. / 33 3/4' FIXED HEIGHT DLO •I / 33 3/4" SASH HEIGHT DLO is a = 21l4" 45 314" SASH WIDTH DLO —► MAX. TYP. INTEGRAL FIN MAX. SIZE = 52.125" X 75" 'D TECHNOLOGY DRIVE "Lz V/i 1 [vivo NOKOkiIS. FL34275 T P.O. BOX 1529 Vin I Single HI NOKOMIS, FL 34274 1?sibly. Betrer sNsoa N', a 111 5191-1 � me ti; l::rri G;x2:•:9'��`��'' ni 1 �Z�e"a' RD N L Clark, P.E. PE 039712 Skuclural 1/8" ANNEALED GLASS AIRSPACI 1/8" TEMPERED OR ANNEALED GLASS 39 41. OUTSIDE r II OPTIONAL FLANGE 1LL GLASS NOMINAL GLASS NOMINAL 1/8" ANNEALED GLASS AIRSPACI 090 UPONT DVB INTERLAYER 1/8' TEMPERED OR 1/8-�NNEALED GLASS ANNEALED GLASS 35 OR 36 1/2" NOM I —GLASS BITE 1 a!d 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) Dafe' Reaieau.' 11125105 A PER MIAMI-DARE LETTER DATED 10131108 Dele.' Re"Wnc 12118/08 11 1 NO CHANGE THIS SHEET OPTIONAL FLANGE '0 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 -3/4" OVERALL GLASS NOMINAL -5/16" LAMI GLASS NOMINAL .090 DUPONT PVBINTERLAYER 1/8" ANNEALED ~GLASS 35 OR 06 112NOM FGLASS BITE 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Amer SH500 Full 3 all 1 5191-1 mPUMM, WN r] M. --*18 7 f(lL�� Ro e11 L. Clark. P.E. PE #39712 St_'..' 1/8" ANNEALED GLASS AIRSPACE— 1/8" TEMPERED OR ANNEALED GLASS— ., 39 i - 18" OVERALL GLASS NOMINAL 7/8" OVERALL GLASS NOMINAL /16" L�MI GLASS NOMINAL 5/16" LAMI GLASS NOMINAL 118" ANNEALED GLASS AIRSPACE .090 UPONT .090 DUPONT PVB INTERLAYER 118" TEMPERED OR PVB INTERLAYER _118- NNEALED ANNEALED GLASS GLASS 1/8" ANNEALED "GLASS � 31 DR 32 --- — ---- — --- — -- 3.1 --oR ry 1/2" NOM 1/2" NOM rGLASS BITE 39 rGLASS BITE OUTS llllOUTSID 1-1 - Approwl es eomplybig n'!lh the r1widu llrilz! :t Cods Ge7e40 Nee*,r, h'11"CN a OPTIONAL 4 OPTIONAL 3 �Y FLANGE FLANGE 7/8" LAMI I,G. GLAZING DETAIL U 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP I WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME / (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) c% i R"Wbm: Oucpbx 1125/OS A PER MIAM1II-DADE LETTER DATED 10131108 � Od11 1070TECHNOLOG'...ME GLAZING DETAILS 439712 12/1B/08 B NO CHANGE THIS SHEET NOKOM1IIS, FL 34275 *+ro.'4N°` Vin 1 Sin P.O. BOX 1529. _ Clark, P.E. DareGaded9Y Date: NOKOMIS, FL 34274 Visibly Berner ams.vomc 5wro: n. - oawqu" v 08/07/08 s SH500 NTS 4 11 5791-1 ""Q si—t 1 DAYLIGHT OPENING ...-_.......— ---- cc 3. 50 _ 40 41 40 41 OUTSIDE 1.948 MAX. DAYLIGHT OPENING F XED TYP. MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN) HOT WELD CORNER ASSI (INTEGRAL FIN) PER MIMtI-DARE LETTER DATED 10/3f/os OPTIONAL FLANGE — OPTIONAL DAYLI FLANGE oPEr WINDOW DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN) 0 TECHNOLOGY ORIVE I� ;LC I IONS, INTEGRAL FIN FRAME NOKOMIS, FL 34275 ns: P.D. eox,52s Vin I Single Hung Window, Large Missile NOKOMIS. FL 34274 ✓isihly Better �"'`'"� "' —. msR500 Half 5 e, 11 oa5191-1 APp7orcd ai cualplying with the FTodda Or1dlog CCode Rope ni '70 /?11n9 A0AN— . a -2 . fZL" P.71aod Prodn Dade ca Control 1 +,rory DY-IYYd 14- Robert L. Clark, P.E. PE #19712 Structural DAYLIGHT OPENING 40 41 OUTSIDE TYP. TYP. MAX. DAYLIGHT OPENING FIX MAX. WINDOW WIDTH HORIZONTALSECTIC (BOX FRAME) I 1. WELD HOT WELD CORNER ASSEMBLY (BOX FRAME) I NOKOMIS, FL 34275 P.O. BO% 1529 NOKOMIS. FL 34274 OPTIONAL FLANGE OPTIONAL FLANGE WINDOI VERTICAL S (BOX FRA Better """"` o-.. 7 sNsca Na1f 6 u 11 5191-1 App:o,tj us romplying ahh We Fhdd. Baldlug CSc F1.4, 0) h9dty=9 Robert L. Clark. P.E. \ PE 439712 Structural ITEM DWG NOJ PART N DESCRIPTION 1 1 9521 1 65163 INTEGRAL FN FRAME HEAD 8 DAW 1 2 9871 69871 BOXFRAMELIEADBJAM3 3 9520 65164 INTEGRAL F N FRAME SILL 4 9870 69870 BOX FRANESLL 5 7940 65102 FREED MEETING FAIL 6 7126.1 65103 MEETING RAIL REFFORCBdEiJF ' 7 7942 65109 SASH STOP 8 8873 65117 BALANCECOVERS 9 7092 65105 SASH INTERLOCK 10 61644W WBTR,.187 X.270 FIN SEAL 11 7092.1 65114 SASHREWORCEMENT 1 ' 12 7093 65106 - SASH SIDERAL 13 7745 65113 SASHLFTRAL 14 1669 71669SP NRSl1PPDRT PLATE 15.' 158110. 71694 TILT BALANCE SHOES 18 1686 - 7FPHPSSFF PIVOTBARS 17 76208SLAW CAMSVuEEPLOCK 18 76133SLKW CAM SWEEP LOCK KEEPER 1 19 79803WF WEEPFIJLECOVER 20 7675FM RH TLT LATCH - 1 21 7675LHTL LHTILT LATCH. 22 71669SP ALUM SCREIN SUPPORT ELATE 1 23 71038W INSTALL FLUG 24 71684K -HOLE SETTING BLOCK 25 71684AK SETTNG BLOCK - SELF ADIESNE 26 76X1 FPTNDL 6 X 1" FH TECH (410 55 PANTED) 27 7612FPTWX 6 X 1Tl' FH (410 SS PANTED) 28 76X2TPA41OX 6 X 2" 1H VINYL SCREW SS 1 29 78X114FPAB410X a X 1 1/4" 1 30 8XIFPAX N8X1" ITEM 5, FIXED MEETING RAIL F MATE: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7940 1.235— 080—�-11 L 1.018 ITEM DWG NO. PART DESCRIPTION 718"LAM LG. GLAS5: 1/8"TiJWiff OUTBOARD- 31 AIRSPACE -1/8"ANNEAL®-.090 RVB INTERLAYER- 118" ANNEALED (5116" LAM) 7/8" LAM LG. GLASS: 118" ANNEALED OUTBOARD - 32 AIRSPACE- 118" ANNEALED- .090 PVB NTERLAYBR- 118" ANNEALED (5116" LAM) 33 34 314"LAM LG. GLASS: 1/8"TBJEH2®OUTBOARD- 35 ARSPACE- 118° ANNEALED - .090 PVB NTBRLAYER- 118" ANNEALED(511 B. LAM) 314" LAM LG. GLASS: 1/8" ANNEALED OUTBOARD - 36 AIRSPACE-1/8" ANNEAL®- .090 PVB NTFRLAYER- 118" ANNEALED (5116" LAM) 37 38 39 _ SLEONEDOW1199 ' 40 6492 -65112 GLAZNGBEAD 41 8483 65148 SOL GLAZING BEAD ITEM 6, IXED MTG. RAIL.. REINF MAT'L: Alum. (60'63-T6) DWG NO. 71Z6.1 H —K MlAM1-OADE LETTER DATED 10131/08 �atr: R"Hsbnc - I1/18/08 B ADDED DIMENSIONS TO ALUM EXTRIISIn ITEM 9, SASH INTERLOCK MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7092 803 215 0 .035ITEM 40 I.G. BEAD MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.6492 828 �.272 ITEM 41, SDL BEAD MAT'L White Ridged PVC by MIKRON Industries, Inc. DWG NO.8483 1—.870- p8 .080 �LL. ITEM 11, SASH REINFORCEMENT. 1-% TI PARTS LIST NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 isi/ ly Ba— MAT'L: Alum. (6063-T6) DWG NO.7092.1 SH500 I NTS 1 7 , 11 1 5191-1 Approved 8.1 complying m11A the Fluddn iluiging Cgdr UoLe O 00 FIDA/I miuu4 Onar Froduct 1D ,n,,4 Robed L.. rl.M, RE, PE #39712 Suucluml i i OP' TIONAL FLANGE .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 FLANGE DWG NO. 9288 OPTIONAL FLANGE n ITEM 1, INTEGRAL FIN HEAD/JAMB MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.9287 11/25/08 A PER MIAMI-DAOE LETTER DATED 10/31/oa 1271&08 R B NO CHANGE THIS SHEET ' �1s47 .065 1.160 ITEM 12, SASH SIDE RAIL MAT'L: White Ridged PVC by MIKRON Industries, Inc DWG NO. 7093 10 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. eox IS29 NOKOMIS, FL 34274 EXTRUSIONS f)-- SH500 BOX FRAME SILL MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9286 ITEM 13, SASH LIFT RAIL MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7745 Nindow, Large Missile pa+=,p xa 8 - 11 5191-1 A r Robed L. Clark. P.E. PE #39712 stradural TABLE 1 ,®®®EN®ES �,®®0 0 Q QQ wmw0 0 " 0�0000��01 Example: 52.125 x 75 For 1/1 3 4. Anchors requ 3 4 Anchors requ Anchors required above the MTR Example: 52.125 x 62.500 For 3 Head** 34 2 Fixed — NOTE FOR VIEW WINDOWS USEVIEW FIXED WINDOW HEIGHT FOR AN ABOVE THE MTR, AND USE THE VIEW SASH WINDOW HEIGHT FOR AN( MAXIMUM HEIGHT FOR VIEW WINDOW IS 62 1/2". NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED 40 1 44 1 48 152 1/8 3OW S in the head below the MTR Windows Sash' QUANTITY W HEAD AND QUANTITY BELOW THE WR xewa ey oats: - Revisbu: . O.G. 1125,08 A PER MIAMI-DADE LETTER DATED 10131/08 r. ea,e Rewuru: 1070 TECHNOLOGY DRIVE D.G. I21=8 B ADDED AND MODIFIED VIEW WINDOW EXAMPLES NOKOMIS, FL 34275 57 Y Oars'-_ -- Rerrsbrq: P.O. BOX 1529 warn 9Y Dme� t+ceclae ay eaia: NOKOMIS, FL 34274 ANCHORAGE NOTES FOR BOX FRAME: I. ANCHOR TYPES: 1 - 3/16" ULTRACONS 2 - N10 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOW I ING DIMENSIONS. HEAD - 6" MAX. FROM TOP CORNERS JAMBS - 9" MAX. FROM TOP CORNERS' ('NOT TO EXCEDE 1/4 OFTOTAL 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 �---- 52 1/8 1 I I 75" — — — — VIEW WINDOW 52 1/8° I I AH FIXED 62 1/2' — — — — 4H SASH NORAGE SPACING SR500 NTS 9 =' 11 5191-1 019ph-W a4 ramplyinp nhh the pi.aflSly i'-n�A� C',ie g9i#�1� 200 � 13tYAq Ivtlanri i�a,L•'Yecu90e1 Co hug ay v o b� -/R erl L. lark,P.E. PE #39712 Structural 1 /4" MAX. 318" MIN. 2x WOOD BUCK r (SEE NOTE 3) OPTIONAL - FLANGE I I L h Ifll 11111fn1J #10 SCREW OPTIONAL FLANGE JAMB W/ BOX FRAME THROUGH FRAME INTO 2x WOOD 1 3/8" MIN. 3.5 KSI MIN. CONCRETE 1 /4" MAX.SHIMOR 1.5 KSI MIN. CMU OPTIONAL 8 - r mnitro FLANGE 1' v •1s' 3116" ULTRACON tx WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE - JAMB W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MI TO CONCRETE EDGE IS 1" MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL S( 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE I CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DI BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHOI 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUI SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FFR BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE Al SPACING FOR ULTRACONS MAY BE USED. mar: 11 e°�sauc ,. 11 .W A PERMIAMI-OADELETTERDATE0 ID/31108 2x WOOD BUCK 010 SCREW (SEE NOTE 3) -_ 1 318' MIN. 114" MAX. SHIM 1D W/ BOX FRAME I FRAME INTO 2x WOOD ix WOOD BUCK (SEE NOTE 3) �•` 138 IN. n MAX. SHIM 3116" ULTRACON IEAD W/ BOX FRAME :1H FRAME INTO CONCRETE 1x BUCK OPTIONAL 11-DADE COUNTY APPROVED 3/16" ULTRACON, EMBEDED 1 318" MIN., DISTANCE FROM ANCHOR EW, EMBEDED 1 3/8" MIN.. CKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2", 1x WOOD BUCKS ARE OPTIONAL IF UNIT ICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD FY HAVING JURISDICTION. STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER 1E SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL MINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE 0 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 mommrl AAIr!-InRA(.F DFTAILS - BOX FRAME 10 °r 11 1 5191-1 A;Ipem'cl es e:m�plyi�Ignhi:L:^- 1� rc>yAn Y l � LLL /y 6 / bert L. Clark, P.E. PE 039712 SlwclBal 2x WOOD BUCK (SEE NOTE 2) 1 /4" MAX. SHIM .1 DIA. x 1 12" NAIL, CORNER 8. PIXI 2 L 1B' DIA. x 1 NAIL, 11/4' MAX. FROM CORNER & 4 1/8' D.C.. OPTIONAL FLANGE JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 2x WOOD BUCK NOTE 2) OPTIONAL FLANGE 14" V(. IIM 118"DIA. x 1 1 5' MA CORNER & 4 1/4" MAX. SHIM T 2x WOOD BUCK (SEE NOTE 2) . IHEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU.NAIL FIN INTO WOOD FRAMING NOTES: a 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 1/8' DI�. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE 8 x 1 1/2" NAIL. CKS WHOSE BUCKS ARE OPTIONAL IF. UNIT CAN BE INSTALLED DIRECTLY TO SOLID TOTAL THICKNESS IS LESS THAN 1 112'. 1x WOOD CONCRETE. WOOD BUCKS GREATER. INSTALLATION TO THE SUBSTRATE OF WORD BUCKS TO BE DEPICTED AS 2x ARE 1 1/2" THICK OR ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY - JURISDICTION. HAVING 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 S SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN EET METAL SCREW WITH FULL _ ' IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ENGAGEMENT INTO THE ALUMINUM. ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. liF 11125108 A PERMIAhfI-DADE LETTER DATED fO/Jf/08 107B TECHNOLOGYDRIyE NOKOMIS.K34275P.O. ANCHORAGE DETAILS - Integral Fin Frame ��IL.1211B/0S a" - .7... B NO CHANGE THIS SHEET oDB/07/08 -+s4 Rv oa,a Box 1529 Vinyl Single Hung Window, Lar a Missile Im act R k, P.E. Vr/hly Bert- x`""•ii 1 SHSQO sWO� s""'' NTS 11 m 11 e'^^�Ab - 1 5191-1 ^' R B G - NOKOMIS, F 34274 _PE 039712 Stmctuml Property Information Building Information Owner: Jeff Alter Wind Zone: 140 MPH. Address: 5201 Seagrape Dr Exposure Category: B Ft Pierce, F134982 Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. Structure Category: II Design Pressure Calculations Opening Number Location Zone Device Width (in) JHeight Device (in) IF Device Elevation (ft) Max Positive Pressure (psf) Max Negative Pressure (psf) 1 Int 74 50.375 7 35.6 -38.8 2 Int 74 ._._....._....._._—.._....__..__._......... _.... -- 50.375 7 -- - - - - --- 35.6 - - -... — -38.8. 3 4 ---------._._ 5 _.._._._...--. ---.................. 6 Int Int ..... _..... _............ _................................................. Int _..-............................ ---.... ..... _...................... Int -- 37 37 ............... _... _............... ............ -.......__......_..........._........._..........._......................................._........._... 37 ................ _... -----.._..._.._.....__....._....-----._......._...._................_ 37- 50.375 7 50.375 7 ......................._..._...._.__...----..................._..........._......_....__..................__..........._..............._........................................._..._............._..... 50.375 7 ....... _..... ............ _........ ---.._-... _........................._..... _... _....... --- 38 7 37.3 --.._................ ........ .._- --- 37.3 37.3 ---....._........................_---......... ._.... ------.......__............................................................................... 37.9 -40.5 -- --- -40.5 -40.5 . -41..1 ............ 7 -... Int --- --- 26 — ---- - - - 38 7 -- -- 37.9 ---...----- ......... _..._.._ -41.1 8 - --_— _ Int _ -- --- - ____.—._ 26 ............. ---- - ..-........ 38 7 37.9 -- -41.1 9 10 Int ---..._..__..........------ Int 37 .............................. --- ........ _.......... _..... _........._- 37 50.375 7 ..... ._-.-----._._.................. _.................. —.__............... _._....._..._....................__................... 50.375 7 37.3 ..... _.__._... ......_...............- -._....._................ 37.3 ................. -40.5 -------.... --.. -40.5 Prepared in accordance with: ASCE 7-05, Section 6 - Wind Loads. Florida Building Code 2007 ed. Page 1 of 1 Upening 1. S[bgl6.Hdng Impact.' 74 x 50,3/6 (Double Window): 2.- Single Hung Impact, 7`5 4X.50,1/8, (PotjbkWihdow) .3.' Single Hung Impact 37 k 50 318 (Single Window) ' 4.,. Single. Hung Impact .,.31 x-60 318 (Single' Window) Single Hung Impact .37., x 60 318 (Sipgfe Window). .6 i.gle Hung Impabt,,',r',.37x -38 -,. (Singhe Window): Single= Impact 26 x 38 (Single W) �- Single Hung Impact. 26 x 88 (Single Window) Single Hung Itnokt, -37 k 50. 318 . (Single WhjdoW)..- .1.0.,' Single g-hg Impact 37 5 0 3/8 -,.(Single-Wlqdow) IX. , t 10 9 2 8 7 L- 04 coo 0) (D 0- C0 6 12 - 0) ILL 3 Q CU 4 5 U) a) A C,4 Lo LL COPYRIGHT EwTEMPEST.COM SCALE: NOT TO SCALE DATE: Dec 13, 2010 PAGE DESCRIPTION: Site Plan PAGE: OF 1 f I