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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: Gi- r PERMIT NUMBEK:` R tlffial L� �C4. �� _L•3� PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue CA Nieo Fort Pierce, FL 34982 By (772) 462-1553 st Lv'C1e COU17 APPLICATION FOR REPLACEMENT OF ty WINDOWS, SKYLIGHTS, DOORS &%OVERHEAD GARAGE DOORS j 1. LOCATION/SITE ADDRESS: V &- r6no. 2. PARCEL ID NUMBER: 34i©- 605— 0243 -too'Z 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: f Ji le- 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERSINFORMATION ( 6. CONTRACTOR'S INFORMATION Name: 1)&aV,r.— �r t� FL Reg/Cert #: (!!� 696 3 o a Address: 4ZL1 !Sanalvw L-11 County Cert #: %I��i V 7 0 City: fo�� �iW[Z State: � I� Business Name: 411u Lo t+�C�Ion awe Zip: Phone: ANORM it S7 Phone Number:%%Z 6-2t' 2Z4q (,W:ijn:idows)Swing Doors, g ts, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # i pp UJ 120 mph 130 mph 140 mph /t/i% Lr9r✓�ati? Windows & Skylights Oef Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ Ion FEES DUE: :? RECEIPT: Iw ao; OWNERS AFFIDAVIT: I certify that all of the information contained in application is correct and that all work will this pp be don its X A , , c compliance with all applicable laws regulating constructio zoning. _ PRINT QUALIFIERS/OWNERS NAME SIGNATURE O QU IFIE OWNER STATE OF FLORIDA, COUNTY OF n� �'B ACKNOWLEDGED BEFORE ME THIS A F 0 Y 1� 1 LJ[� �� WHO IS PERSONALLY OWN T HAS PRODUCED AS IDENTIFI ION. • NAT ARY TYPE OR NT ME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ST. LUCIE COUNTY Vinyl Siding TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT [] Attach 2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise hcluded under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ........................................ :,*** 2. PARCEL ID NUMBER: ........................................................ 3. DESCRIPTION_OF. PROJECTOR WORK ACTIVITY........ 4. OWNERS INFORMATION :................................................. 5. CONTRACTORS INFORMATION: .................................... r. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Property Tax Identification Number for the property on which the building activity is taking place: Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the productfiis,:tto berinstalled. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO:006-05 Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Jeanne A Silk Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification 424 Banana Ln ParcellD: 3410-503-0293-000-2 Site Address: Sec/Town/Range: 10 :36S :40E Account #: 133412 II y Map ID: 34/10B Land Use: SF Res Zoning: PUD City/Cnty: St Lucie County Ij ,• Ownership and Mailing Legal Description Owner: Jeanne A Silk PALM GROVE S/D BLK J LOT 41 (0.12 AC) (OR 990-983) Address: 424 Banana Ln Fort Pierce FL 34982-3921 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 93800 Land Value: 18000 Acres: 0.12 12/8/1995 111500 00 WD 0990 / 0983 Assessed: 93800 Building Value: 75800 Ag.Credit: 0 Finished Area: 1657 SgFt Exempt: 75500 Taxable: 18300 Taxes: 856.81 BUILDING INFORMATION Exterior Features 3100 View: RoofCover: SD - Dim Shingle RoofStruct: HP - Hip Lakefront -SM ExtType: HC - HC YearBlt: 1995 Frame: - Grade: C - C EffYrBlt: 1995 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0100-SF Res BI -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prelid=341050302930002 4/26/2012 Florida Building Code Online (�� Page 1 of 5 Flodda Departmeritd gas Nome LOg In User RBgIStYatlOn ' Nat Topics 1 Submit Surcharge Stats & Facts Publications FBC Staff BCLS Site Map Links I Search Businesdwatb Professi W Product Approval AUSER: P0411c User Regulation Product Aoaroyal Menu > ProclUct or Amllcatlon Search > Application Us t > Application Dt tail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emal I 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 FLIS447 New 2010 Applied For MT Windows and Doors 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger*miwd.com :P/.". F"'.'+ Fts- ) F4� FILE COry ,`- Windows J a CIO 14, 0 3R Single Bung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validatlon Checklist , Hardcopy Received ndard AAMA/WDMA/CSA 101/I.S. 2/A440 Year 2005 Ittp://www.floridabuildinlg.org/pr/pr app_dtl.aspx?pare,n=wGEVXQwtDgiep%2bDhV'RQZl4A9QV968d... 4/1 S/2012 ET/Z0 39dd A-ldd6S JNINNdW E88999bZtt 09:8T ZTOZ/9Z/b0 Florida Building Code Online ,, rage 2 of 5 Product Approval Method Date Submitted Date Validated of Products Method 1 Option A 04/13/2012 FL # Models, Number or Name Descriptions 15447.1 _ 185 5H 36X84 Fin Frame Insulated Laminated, Non-Im act Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15447 RO C CAC APC B f - 09-47-r1 185 SH Approved for use outside HVHZ., Yes FIN 36X84 IZSS-odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 10106/2015 Other., H-1155 Installation Instructions EL.15447. it0 II 08-01390 512008.ndf Verified By: Luis R. Lamas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports c:reatea by independent Third Party: Yes 15447.2 185 SH 36x84 Fln Frame Insulated Laminated Glass, Impact Limits of use Certification Agency Certificate Approved for use In HVHZ: No FL15447 RO C CAC. APC B3579.02-109-47- Approved for use outside HVHZ: Yes R2 1-109-47-r1 195 SH FIN 36X84,pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 09/1312014 Others H-R55, Missile Level D, Wind Zone 3. Glass is Installation instructions bedded in Pecora 896 silicone. FL15447 RO II 0&013SL9 512007,pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 15447.3 _ 185 SH Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design pressure: +55/-55 Other: H-R55 15447.4 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: H-R.55 L5447.5 11185 SH _Imits of use Approved for use in HVHZ: No Approved for use, outside HVHZ., Yes I Lreatea by Independent Third Party. Yes 36X84 Flange Frame Insulated Laminated Glass Certification Agency Certificate FLIS447 RO C CA APC B3579.02-10 -47- R2 B3579.03-1Q.9-47-r1 185 SH FLG 35X84.12di Quality Assurance Contract Expiration Date 09/13/2014 Installation Instructions FL15447 RO II 0$-01389 512007.odf Verified By: Luis R. Lomas, PE PE-62514 Created by independent Third Party. Yes Evaluation Reports Created by Independent Third Pa : Yes i&84 Plange Frame Insulated Laminated non- :ertificatio+ n Agency Certificate Assurance Contract Expiration Date Installation Instructions FL15447_ RO_II 08 QI390 512008.6df Verified By: Luis R. Lomas, PE OE-62514 Created by Independent Third Party: Yes Evaluation Reports Created bY Independent Third Party: Yes 52X72 Fin Frame Insulated Laminated Non -impact :ertification Agency Certificate FL15447 RO C CAC Aar A1;1Ai n,_-jno_a,_on for cam. 1ttp://www.floridabuilding.orglprlpr app dtl.aspx',>paxam=wC]rEVXQwtDgtep%2bDhVRQGHA9QV968d...-4/18/2012 8Z/E0 39Vd h-iddflS JNINNVW E88999bZLL 09:EZ ZZOZ/9Z/b0 Florida 1Suilding Code Online � Page 3 of 5 \, Impact Resistant: N0 Quality Assurance Contract Expiration Gate Design Pressure: +55/-55 11/30/2015 Other: H-R55 Installation Instructions FI Y Sdd7 On IT Tnc"11 Tn&i n­*= - 1 RS-'i1 RS QW Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 15447.6 185 SH JF52x72 Fin Frame Single Glazed Laminated Glass, Non - Limits of use Certification Agency Certificate Approved for use in HVHZ: No FL15447 RO C CAC APC 135181.03-109-47-RO Approved for use outside HVHZ: Yes FIN SG 52X72 R55.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 11/29/2015 Other: H-R55 Installation Instructions F11S447 Rn TT Tnetall TnstrllrrG . 1QS•gIAC; SN Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15447.7 185/3185 SH 36x72 Fin Frame Insulated l ImIts of Use Certification Agency Certificate Approved for use in HVHZ: NO FL15447 RO C CAC APC A3163.01-109-47-RO 185 SH FIN 36X72 R60._ndf Approved for use outside HVHZ: Yes Impact Resistant: No Quallty Assurance Contract Expiration Date Design Pressure: +60/-60 08/13/2014 Other: H-R60 Installation Instructions IF] 11 T Sdd7 Rn TT Tne"II Tnal-e i -f-a _ 1 AS_'27 RS <W CTKI Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 15447.8 185/3185 SH 52x90 Flan a Frame Insulated Limits of Use Certification Agency Certificate Approved for use in HVHZ; No FL15447 RO C CAC APC 84075.02-109.47-R1 185 SH FLG 52X90 R60-DP-69 nsf.Odf Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +60/-69 Quality Assurance Contract Expiration (pate 06/25/2012 Other: H-R60. Installation instructions FL15447 RO_II 08-00802A 511346A.odf Verified By: Luis R, Lomasr PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS447 RD AE 511346A84075.02.13df Created by Independent Third Party: Yes L544/.9 185/3185 5H _ Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes 52x90 Fian a Frame Single Glazed Certification Agency Certificate FL15447 RO C CAC APC 84075,.03-109-47.rO 11 3185 SH FLG 52X90 R55.ndE Impact Resistant-, No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 06/27/2012 Other: 11-1155 Installation Instructions E.L15447 RO II 8-00902A 51,1346A,Iidf Verified By: American Architectural Manufacturers ASSOCiation . Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5447.10 185/3185 SH 52x90 Fin Frame Insulated http://www.iloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHA,9QV96$d... 4/18/2012 ET/b0 39Vd A-Iddf1S 9NINNVW 688999VZLL 09:ET ZT0Z/9Z/V0 Florida Building Code Online Page 4 of 5 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No fl.15447 RO C CAC APC 84075. -1. 9-47-R0 185- Appro'ved for use Outside HVHZ: Yes 3185 SH FIN 52X9 PSF, df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +551-69 12/12/2012 Other. H-LC55 Installation Instructions FLIS447. RO It Install Instructs - 185-3185 SH FIN R4075.05.0f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15447,11 185/3185 SH 52x90 Fin Frame Single Glazed Limits of Use Certification Agency Certificate Approved for use in HVHZ: No PLU447 RO C CAC APC 85550.01-109-47-110 IRS - Approved for use outside HVHZ: Yes _ 3185 SH FIN 52X90 R50_odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 08/29/2012 Other: H-1150 Installation Instructions FL15447 RO 1I Install Instructs_ 1,65-3185 SH FIN �50.01.odr' Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15447.12 1$S/3185 SH _ 36x72 Fin Frame Insulated Limits of Use _ Certification Agency Certificate Approved for use In HVHZ: No F 15447 RO C CAC APC 94105.01-10. - 7-0 185- Approved for use outside HVHZ: Yes -31t SH FIN 36X7Z R55_odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 08/26/2013 Other., H-R55 Installation Instructions FL1,9447, RO II Install In r Icts - 185-3185 SH FIN 94105.01.�df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15447.13 1$5/3185 Triple SH 111x77 Flange Frame CHS Single Glazed Equal Lite Limits of use Certification Agency Certificate Approved for use in HVHZ: No FL147_ RO C CAC APC A3158.01-109-47 185 SH Approved for use, outside HVHZ: Yes TRIPLE FLG EQU& 111X72 R df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 08/13/2014 other: H-R50 Installation Instructions FL15447 IWAI 511727A A 158 A3159,01.ydf Verified By: Luis R- Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15447 RO AE 08-0115 A 511727A.Odf Created by Independent Third Party. Yes .5447.14 185/3185 Triple SH 11102 Flange Frame CMS Single Glazed Oriel .imits of Use Certification Agency Certificate Approved for use in HVHZ: No FLi5447 RO C CAC APC A 158 Qi-109-47 185. SH Approved for Use outside HVHZ: Yes TRIPLE FLG ORIEL llIX72 R50 Impact Resistant: No Quality 2,df Assurance Contract Expiration Date, 17esign Pressure: +50/-50 08/13/2014 Other: H-R50 Installation Instructions FL15447.RO IUD-011586 51172,Z8j2)dff verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports rttp://www.floridabuildvng.org/pr/pr app_dtl,aspx?param=wGE'VXQw -D tep%2bDhVRQZHA9QV968d... 4/18/2012 61/90 39dd A-iddf1S 9NINNdW E88999bZLL 09:E1 ZZ0Z/9Z/b0 lam. Florida wilding Code Online created iE 5/3165 Twin SH 106x72 Flange Frame CHS Single dazed Equal Ute 15447.15 CertifFleation Agency Cet�lficate Limits of Use Approved for use in HV9Zt No FL15447 RO CAC' APC A 159A1-iD9-4% 185 M Approved for use outside HVHZ: Yes TWIN FL E UAL 106X7Z R45. f Quality Assurance Contract Fxpiration Date Impact Resistant: No Design Pressure: +45/- 5 08/13/2014 Other: N-R45 installation Instructions FL1 447 WIT 08-01158A 511727A.pdf Verllled By: Luis R. Lomas, PF PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15447 RO AE 511727A A3158 A3159.01.r)df Created by Independent Third Party: Yes 15447,16 185 3185 Twin SH 106x72 Flan a Frame CHS SIn le Glazed Orlel Lim Its of Use I Certification Agency Certificate Approved for use in HV Z: No FLIS447_RO C CA APC A3159. � (11-109-47 185.5H Approved for use outside HVHZ: Yes TWIN FLG ORIEL 106X72 R45'df Impact Resistant: No Quality Assurance Contract Expiration agate Design Pressure: +45/-4 08/13/2014 Other; h-R45 Installation Instructions FLIS447 R0 II 0-0115RA_.511727A.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: The State of Florida Is an AA/EEO er under Florida law, a -mall addmases send electronic mail to this entity, Created by. Independent Third Party: ga�ck Next y�4Q.l h Manr4rpytrad, "3S+�L 32a§1 Ph.4IIlLAn -467 U24 S'S➢yrlaht2007�01thy >in Florida.;; rlv n AC I it M= 1: &&04.Stat&ajgnt lc records. If you do not want your e-mail address released in response to a public -records request, do not contact than affkcn by phone or by traditional mail. Ir you have any questions regarding 48PIVs ADA web billty, please contact our web Master at PfPduct Approval Aaeopte: nChack 'YnrlSl�d '+1..ealitymFrr tW 7ruy��y 4/1912R 12 EZ/90 39Vd A-iddr1S JNINNdW E88999VZLL 09:EZ ZZOZ/9Z/b0 (Varidator / Operations Administrator) MI Windows & Doom. Inc. P.O. Box 370 Gratz, PA 17030 Attn: Rick Sawdey m MMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory, SPECIFICATION RECORD OF PRODUCT TESTED AAMANYDMAICSA 10111.5.21A440-06 H-R50-1321=86 (5240) COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION MI Windows & Door$, Inc. 185/3105 SH (FIN) FRAME §§ASH 704 le Ave, MTL-9 (AL)(OIX)(OG) 1321 tnm x 2286 mm 1283 mm x 914 mm Smyrna, TN 37187 (TEMP GL)(ASTM) (414" x 7'8") (V3" x 31011) 2. This Certification will expire August 29, 2012 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by,' Arehltectural Testing, Inc. Report No.: 86650.01-109.47 Date of Report: October 14, 2008 Date: October 16, 2008 Cc: AAMA JGS ACP-04 (Rev.8/06) NOTE". ALL GERTIF190 WINDOWS MUST BE GLAZED WITH TEMPERED GLASS. Validated for Certification oat +'A 4-;U- tedL"aboratories. Inc. Authorized for Certification Amedj� Oral a r Association EZ//-0 39dd A-iddf1S JNINNdW E88999bZLL 09:EZ ZT0Z/9Z/b0 AAMA (Validator I Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION.FQR PRODUCT CERTIFICATION MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030 Attu: Rick Sawdey The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related dravAngs, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMA/WDMA/CSA 101/1.S.21A440.06 RECORD OF PRODUCT TESTED H-LC55"-1324x2286 (52x90) Negative Design Pressure = -69 psf COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT MAXIMUM SI21= TESTED NO. DESCRIPTION MI Windows & Doors, Inc. 18613185 SH (FIN) FRAME SASH 7041P Ave. MTL-9 (AL)(O/X)(OG) 1324 mm x 2286 mm r1283MMX9114mm Smyrna, TN 37167 (INS TEMP GJ-)(ASTM) (414" x 7'6") (413" x 31011) 2. This Certification will expire December 12, 2012 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3_ Product Tested and Reported by: Architectural Testing, Inc. Report No,: 84075.05-109-47 Date of Report: December 23, 2008 Date: February 2, 2009 (Revised February 22, 2010) Cc: AAMA JGS ACP-04 (Rev. 8/06) NOTE: ALL CERTIFIED WINDOWS MUST BE GLAzED WITH TEMPERED GLASS. Validated for Certification A'A�' oci ted Laboratories, Inc. Authorized for Certification J. America4ArcCte=WuralLM4anjjfacturers Association EZ/89 39dd A-lddf1S 9NINNVW E88959bZLL 99:EZ ZT9Z/9Z/b0 AAMA (ValidatorI operations Administrator) CERTIFICATION PROGRAM AUTHDRIi76TION FOR PRODUCT CERTIFICATION Ri MI Windom & Doors, Inc. P.O. Box 310 Gratz, PA 17030 Attn: Rick Sawdey The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited laboratory. 1. The listing below will be added to the next published AAMA Certified products Directory. SPECIFICATION AAMANDMl1A/CSA 101A.S.2/A440-05 RECORD OF PRODUCT TESTED H-1155-1324x2286(6240) COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT NO. DESCRIPTION MAXIMUM SIZE TESTED MI Windows & Moors, Inc. 186/3186 SH (FLANGE) FRAME SASH 704120' Ave. MTL-9 (AL)(O/X)(OG) 1324 mm x 2280 mm 1283 mm x 914 mm Smyrna, TN 37167 (TEMP GL)(ASTM) (414" z 7'6") (4'3" x 310") 2. This Certification will expire June 27, 2012 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 84075.03-109.47 Date of Report July 9.2008 Date: October 16, 2008 Cc: AAMA JGS ACP-04 (Rev. 8/09) NOTE: ALL CER`nFIED WINDOWS MUST SE GLAZED WITH TEMPERED GLASS. Validated for Certification 'h' 4� oci ted Laboratories, Inc, v Authorized for Certification Arne44 Lrermama u ctu rs Association 8Z/60 39dd h-iddns JNINNVW 688999PZLL 09:EZ ZZOZ/9Z/b0 m AAMA (validatorlOperations Adminlstmtor) CERTIFICATION PROCIMM AUTHORIWTION FOR PRODUCT CERTIFICATION MI Windows & Doors, Inc, P.O. Box 370 Gratz, PA 17030 Attn: Rick Sawdey The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMAIWDMAICSA 10111.S.2IA440-06 RECORD OF PRODUCT TESTED H-RO04324x2286 (62x90) Negative Design Pressure =-69 psf COMPANY AND PLANT LOCATION CODE SERIES M005L & PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION MI Windows & Doors, Inc. 185/3185 SH (FLANGE) FRAME SASH 70412* Ave. MTL-9 (AL)(O1x)(OG) 1324 mm x 2286 mm 1283 mm x 914 mm Smyrna, TN 37167 (INS TEMP GL)(ASTM) (4'W' x 716") (4'3" x 300") 2. This Certification will expire June 26, 2012 and requires validation until then by continued listing in the current AAMA Certified Products Directory, 3. ProductTasted and Reported by: Architectural Testing, Inc. Report No.: 84075.02409.47 Date of Report: July 9, 2008 (Revised December 15, 2008) Date: December 13, 2010 Cc: AAMA JCS ACP-04 (Rev. 8108) NOTE: ALL CERTIFIED WINDOWS MUST BE GLAZED WITH TEMPERED CLASS. Validated for Certification ,h,,J-�X A oci ted Laboratories, Inc. Authorized fo Certification �f America Architectural Manufacturers Association EZ/OZ 39Vd A-iddf1S DNINNVW E88999bZLL 09:EZ ZTOZ/9Z/b0 4 52" I/AX. 5i1JTH fi" WAX. d" 14L.X O.C. 5" M4,X. 18 I85 SIMLE HUNG FLANGE FRAME EXIERTOR vrcLi+ L`ESTGNPAE$SUREJbSriMG idIPACTFkl7lV0 360ASF raGull� TABLE OF CONTENTS SPEE ` ND, DESCRIPTION 1 �ELEVAMON .4V0 GENERAL NOTES 2 14STALA70N DET.NLs e TlMa.y5 FEY •}SGbPI:Fx M7E AFP.:Jam 1) THE PRODUCT SHOW.-V PERE IN IS DESIGNED AVD MANUFACTURED TO COMPLY WITH REQUIRElit-MIS OF T'•iE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASON; OPENING TO BE DESIGNED .AND ANCHORED TO PFC0PERLY TRANSFER AL LOADS 70 5TRUC7LRE. RR02AING AND MA50AR1 OPENING 5 T;1E RESPC,VS13I1-17Y OF -.-HIE ARCHITECT OR ENGINEER Cc RECORD. 3) FES;'ONSIBILTIY OF SELECTING FENEST3.riICN PRrOUCTS TO MEET ANY APPLICA;3Lf LOCA,_ LAWS, BUILCING CODES, ORDINANCES OR 07h ER SPFETf REQUIREMENTS REST SOLELY WrTH THE A90w7ECT, ENGINEER OF RECORD, BALDING OWNER OR COhfrRACTOR. d) APPROV=D :NPAC7 PROTECTIVE SYSTE:d IS REQUIRED FOR .HIS PRODUCT IN WIND BORNE DEBRIS R=GIDNS_ 5) UNITS MUST 8E GLAZED PER ASTM 17 1300. 61 ALLORABLE STRESS INCREASE OF 1/3 WAS NOT dScO IN THE OF -SIGN OF THE PRODUCT SHOWN HEREIN. 'WIND LOAD DhgATIC,_4 FAC7OR Cd=r.o WAS GSEO FOR 'NOOD ANCHOR CALCULATIONS. 7) FOR ANCHORING INTO WOOD FRA.U.HG OR 2X( 3UCK, USE 010 'NCOD SCREWS OF SUFPCIENT L--NGT-i ?Q ACHIEVE A 1 3/8' MINIMUM UMBEDMENT[i INTO SUBSTRATE. LOCATE A,VCHORS AS SHOWN 4 IN ELPIATION AND INSTALATIC,V DETAILS. 3) FOR ANCHORING INTO-MASGVRY/CONCRETE AT USE 3/16' ITN 7APCDNS OF SUFFICIENT LENGTH TO ACHIc^lE A 1 1/4' .vim..11UAi EV=3EDM=NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN :N EL-2ZATIO4 AND INSTALLATION DETALS. s0) AIL FASTENERS TO BE CORROSION RESISTANT. IT) INSTALLATION ANCHORS SHALL BE INSTALLED IN AICCORLmCE j41TH ANCHOR %1ANUFACTURER'S INSTAIATIGV INSTRUC7CNS, mqi ANCHORS SHALL NOT B-= USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW - A. WOOD - MINIMUM SPEgF_C CRA'jrTY OF G=Q 4.2 B. CONCRzI_ - id1NOA M COMPRESSWE STRENGTH OF 3.20(1 PSI_ C. MASON:RY - STRENGE-1 CONi=ORWANCE TO ASTM C-90. GRADE !1, TYPE 1 (C;R GREATER). 12) FRAME MAT'RIAL TO BE ALUMINUM K63-T5 .055 ThiCK 13) APPROVED CONFIGURATIONS: OFr{L ANC EGUAL UNITS. 14) MASIMUN D.L.O. 49 1/4"s51' 15)!F EXACT W:N]CW SIZE IS NOT GTV=N USE ANCHOR QU4NF4iY OR NEXT LARGUZ SIZE. Ml WINDOWS AND DOORS 4314 ROUTE 209 ELIZABETHVILLE, PA 17023 185/318.5 ALUMINUM SINGLE HUNG WINDOW FLANGE FRAME NON —IMPACT ELEVATION AND NOTES nuaF: R.L. 00-00802 NTS I CIE 7 2 CD .r, N O"X m Ca) IV N A m LTI On 00 00 W Z D Z Z H Z 57 071 C u r Concrete header (fhoan) or Had halal By others n a = 3� C Back By Othare J r��l 3 Man an dequirad 3 Prfinetm ecwlk (by ate) . a .p - Pre -Galt Sri BY Was� ,9 • u - 9 ¢ , N TWOM %�t n� e S11i 'ONE BY, (3141 BUCKS (SHOWN) t. 8eFore Tnstollatlan, caulk back of fleage, or rcee of beck 2. 3/18' do. masonry %can must ba of a I"th to mews 1 1/4 embedment Into masonry ar conueto. 3. SIhtm as raqqubed nith road bearing shims at each Installationanchor or shavers. 4. M1 factory oppired holes ► of designated for rapcen anchor should be 111led with #10 screws of sufficient length to pruMde min. 5/r embedment Into wood buoA. 5. Latter deslgnotions an the Tapcon tocatlon chart indaats where anchors are to be Installed using the alawation as a key. 8, 1f exact window she Is not graven, use anchor quantity for —nexlAarger window -Lt- chart- - ------.--- 7. For watinuaus hand and mill urns & krlylea, see the same fastener schedule for each unit in the main forme except Ignore the: Intermediate jamb. Conorate of Namnry DpeninqM'-1'W"E'MT BaL Ea�.rer •--Outride DBnanslen - IA. + 1' CAA& Relate;-3ange and Bue{r 5b W By Others ` 111ti1P � . F Umb • 'Q --' SkIAf BUCK a —� I�(daDaknE E Tupenn 33 Suck 3y Men A A 13— L==jD TYPE HARDENED .MASONRY SCREws INCLILE TApCDN, Mm_ dr hWpSM E 'TWO 8Ye (1 1/2" BUCKS �� 'TWO BY' bucks are engineered and fostaned to 1ha mascnry opening BY OTHERS, Follow the some Tnsfractlons and fastener requirements HOMEPFMEF615 far 'one by' bucks awcept use po sxrers of sofficlant tTe�e�atAt:alpi�f length f6r 1 1/4' Mb'I lam embedment Into bock. * rhA- LfltZMN CKW 1ADE 912E .12. —73 14 13 i7 1/2 32 MND0'A' ID SUE T8 1/8 k_i5 18 1/8 49 5 B le.lie M 71 18 1/8 % 63 25 1/2 x 25 t/2 33 1/2 34 25 1r'! M 37 3/8 25 1/2 M 49 SA 35 r"236 25 5!� K71 1/2 37 25 1/2 s 83 22 36 x 23 2 36 x 4959 25 28 38M62 36 r 71 27 38 x 03 32 52 1/8 x 25 33 32 1/e M 37 3/8 34 62.1/8 M 40 5/11 39 52 1/8 x 71 37 . 52 1/8 s 83 2NO 23 3/B x 47 S/B 2IM 23 3/8- M 58 5/8 206D 23 l 8 M 71 5/8 /g t t11 5/8 .23 475 35-333�/�g8g x /g 5 355 3/a x 71 .3DA0 307D 35 3/B a 83 5/8 4040 4R50 47 3 x 47 5/$ 47 /8 a 59 51A 4460 47 3/8 x 71 5/B 4G70 47 3/8 x 03 5�/Jg 4450. 51 3/8 x 59 4460 4 51.38X71 $ 8 ..ia.At s3 sr8. UP TO gPS5 CPSSA -M DPS6 DF55,1 TO DP81 A 0 a E A.D4z A E AD&E A. D& E A.08E A.0AkE At DLr A. 0 A E A DdIE A.DkE A 0 & E AD A.0 E A0d:E AOkE A60A E A,Okt At DdtE A. 1) E A DALE A. D-AtE A E A. DdE kD$E A DkiE AO&E A.DkE A. 0 a E A,OkE A,Okc A CI D&E A.DkE At.0a:£ A.D$E A DkE AD kE A, 04E ' A 0kE A08E A.Okf A,OAE A.OA:E A.D*E A.0kE A DdE A. 0:0 kE A: D kE A.r,.OkE AC 0kE A,D ¢E Ar0d:E ASDdtE ADaE 0.DkE A.DA£ A DkE A,OttA. A, a & E 0.C,vkE A. DAE AC.08E D. A Ad E AC'Q�` l+.B,C, DkE AC.DkE A, ERO.a A4 D k E A.gkE A O k E AL E A O k E A.DdE A. D 3 E A 0 8 E- A. D do E 0. D k E Ai.- D k E A 0& E AO8 E ALOAkE A OkE A.0aE ►46kE ALDAE A D kE A, DBE A DaE A,C. DALE A.A0&E A.Q9&E A.D$E A60&E ADAGE A.0&E A;G E A C,D&E A OArE A. DkE A�C.DkE ,O&E A. D E do A D8 E A D& C. Die E AC,C6�fE . A, B. C, Dk E AOArE AC.DdtE A, tiC�Od:E GRATZ, OF N .p m Ln Oi 00 00 W 3 D Z Z H Z M In C 0 { ELEVAMN 3v max. s' tom. T—T- 12' ac. max. I n VV CLEARA (ALL FOUR SID 0 MICH 40 FRONT FLASHIM BYonfEm Anchor (Ses Section Detaisj a HEAD- DETAIL ME HEADER AS NEEDED CAULK UNDER NAIUNG FW EN-BEF(ME F� PENIWTER io A 1-0/8- 5{a FW $SHOYM KITH :' SHEATHING) RUST ACHIEVE 1—I/4 PENETRATION INTO STtro, SILL DETAIL dotes: i. rnstalraUon depicted based off of structural task report l 85550.0-109-47. 2• Wood ax W& shall satify the Notional Ua gn Specification for Wood Construction for muterial type and dimenskmi requirements. 3. Wood hUck rnstalatlons area assumed 2x S—P—F (G=0.42) or denser. Suck >.WW shall be greater than the window #come width. Tapered or port3al width bodes Ore not olkwed. Wood buck shall be secured to the structure to resist all design roads, 4. Wood screw fengiha shall be suffcimt to 9twuntee 1-1/4' penetration into wood buck. 5, ttaxOWN1 shim thickness of 1/*' Permitted at each fastener location, Shims shall be load bearing, non— comprealilble type. The- drc%*W depict tile detags & necessory to med stnxturat road requiramerft They do not address the mr infiltration, water ponetralian, intrusion or thuffW the Insbgf♦at'w1nrfo a requirements of 7, fnstakd- shorn is that of the test window for the: size shown wW the 11e019171 Pr R" claimed. For window Sizes smeller than shown, locate jamb fasteners 37 frorn comers and no more than 12" on center. locate hood/elo fasteners 3' fram comers and no more than 12' on center. Design pressures of smaller window sizes are Wed to that of the test wkkdow. SIRE AND CEM pRMRE MW FASTW T(K AND WX'NG S WILL ALM DESIGN IDS 11P ri} +55.17%55.17 tM UP TO W x 7r (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE UNITATION5) SIlt:AT1;lING JAMB DETAIL. 1 " : av at iNSTALLATM INSTRUCTrOWS V. R. & FASTENER S011MULE — FIN— M"'Mm� Windows &Doors 185/3185 Single Hung NONE Gratz, PA Insulated Glass m A N Q7 N m N N N w fit m N a m cn m 00 00 W 3 D Z Z 1-1 Z 0 to C 0 r flNv — M 7�