The URL can be used to link to this page

Home My WebLink AboutProduct Approval (6) w 8/30/2016 Florida Building Code Online r, fit r a , 1 6 . • � 0 fa If ' BCIS Home Log In User Registration I Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map I Links •Search Florida d - 1"1 Product Approval ,;.3 USER:Public User RrgL:t^t pp.�a.,,s SNrs.�N. ..pr Product Approval Menu>Application Detail FL# FL16293-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Hurricane Storm Panel MFG. Inc. Address/Phone/Email 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321)409-2900 aarongallagher428@yahoo.com Authorized Signature Aaron Gallagher aarongallagher428@yahoo.com Technical Representative Aaron Gallagher Address/Phone/Email 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321)409-2900 aarongallagher428@yahoo.com Quality Assurance Representative Aaron Gallagher Address/Phone/Email 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321)409-2900 aarongallagher428@yahoo.com Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer •;� Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert J.Amoruso, P.E. the Evaluation Report Florida Dcense PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist- Hardcopy Received Certificate of Independence FL16293 R1 COI CofI 2210 Rev1 415-0109 HSPM0001 ss odf Referenced Standard and Year(of Standard) Standard tmopy ASTM E1886 �I ASTM E1886 `E ASTM E1996 2002 ASTM E330 2002 ASTM E330 1997 TAS 201 1994 TAS 202 1994 https://www.floridabdiding.orgfpr/pr app dfl.aspx?param=wGEVXQwtDgsNc735fObMipnGWmdGLpDPFotbgSQmfR3bK%2bp/p2f5PDun6wp/o3dp/p3d 1/2 8/30/2016 Florida Building Code Online TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16293 R1 Eauiv EER 2210 Revl 413-0303 HSPM0001 ss.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 05/04/2015 Date Pending FBC Approval 05/14/2015 Date Approved 08/19/2015 Summary of Products FL# Model,Number or Name Description 16293.1 HVHZ Impact Storm Panel HVHZ Impact Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16293 Rl II HSPM0001 RevB.Ddf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL License No. 49752 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Drawing for Design Pressures. FL16293 R3 AE PER 2210 Revl 415- 0109 HSPM0001 ss.odf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response.to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ® ECheck Credit Card Safe https://vuww.floridabuilding.orgipr/pr app dtl.aspx?param=wGEVXQwtDgsNc735fObMipnGWmdGLpDPFotbgSQmfR3bKp/o2b%2f5PDun6wp/o3dp/pad 212 1 Florida Building Code Online Page 1 of 4 of Y t+ i I lo)ida DDP.-Ftme-1tGf BCIS HomeR I Log In User Registration .R Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map Unks Search..i 3usiness`)) Professional t,tR �Product Approvalvat USER:Public User Regulation r pmduct Annroval Menu>Product or Anoliration Search>AnniirAHnn.Lish>Application Detail e-d t-tj,r ❑ `' FL# FL15349-RS G r� r �' ApPlication TYPe Revision Code Version 2014 Application Status Approved 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer - MI.Windows andDoors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext2S60 bsitlingeromiwd.com Authorized Signature BrentbsiUlngeriQmewd.com, Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall . category Windows Subcategory Fixed- Compliance Method Certification Mark or Listing. Certification Agency American Architectural Manufacturers Association Validated By Steven M.Urich,PE ./, Validation Checklist-Hardcopy Received i Referenced Standard and Year(of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 .2005 AAMA/WDMA/CSA'101/I.S.2/A440 2008 i Equivalence of Product Standards 1 Certified By Product Approval Method Method 1 Option A F1 014 LE 17Date Submitted 12/ /2 Copy Date Validated O6/15/2015 Date Pending FBC Approval Date Approved 06/21/2015 httD://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 7/24/2015 Florida Building Code Online Page 2 of 4 jsummary,of Products �. FL tf Model,Number or Name Description 15349.1 185 Ffn Frame 96x601nsulated laminated Glass Limits of Use Certfication Agency Certificate Approved for use in HVHZ:No FL35349 RS C CAC APC B5393 01-109-'7-r0 195 FXD FIN 13-+6IG 'Approved for use outside HVHZ:Yes 96X60 LCS5.ogf fImpact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+551-55 12/05/201S i Other:FW-LC55.IG unit consisted of the following from exterior to Installation Instructions interior:5/32"Ann.-Air space-5/32"Ann/0.100"Solutia Sanex/5/32" FL15349 R5 11 185 Fin Fixed B5393.01 AS TESTED.pdf Ann.Glazing bite was 1/2". Verified'By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports jI Created by Independent Third.Party: 15349.2 1185 Fin Frame 96x60 Laminated Single Glazed Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R5 C CAC APC B5393.03.109-47-rO 185 FXD FIN SG 96X60 Approved for use outside HVHZ:Yes LC55.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+551-55 12/05/2015 Other:FW-LC55.Glass consisted or 5/32"Ann-0.100'Solutla Sanex- Installation Instructions i 5/32"Ann with a 112'glazing bite. FL15349 RS it 185 Fin Fixed 5539"0°AS TESTED odf t Verified By:American Architectural Manufacturers Association Created"by Independent Third Party: Evaluation Reports Created by Independent Third Party: t i153493 1185 PW 96x60 Fla Frame Insulated Laminated Glass ! Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15349 RS C CAC APC B5395.01-109.47-rO'BS393 01-109-47 185 Approved for use outside HVHZ:Yes FXD FIN 96X60 LC55 AAMA 506-06.055PEC.odf Impact Resistant:Yes Quality,Assurance Contract Exp6-ation Date i Design Pressure:+55/-55 12/05/2015 Other:FW-LC55,Missile Level D,Wind Zone 3.Glass consisted of 5132"Installation Instructions 1 annealed exterior-space-5/32"annealed/0.100 Solutia Safex HP/ FL15349 R5 II 185 Fin Impact Fxd B5395.01 AS TESTED.Ddf 5/32'annealed.Glass was bedded in Pecora 896 silicone with a 1/2" Verified By:American Architectural Manufacturers Association .I glass bite. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.4 185 PW 96x60 Fin Frame Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL35349 RS C CAC APC B7070 02 185 Fxd Fin Imoact 96x60 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 12/05/2015 Design Pressure:+551-55 installation Instructions ! Other:FW-LC55,Missile Level D,Wind Zone 3.Glass consisted of5/32" FL15349 R5 11 185 Fin impact Fxd B7070 02 AS TESTED odf I annealed-0.100'SDlutla Saflex HP-5/32"annealed.Glass was bedded Verified By:American Architectural Manufacturers Association in Pecora 896 silicone with a 1/2'glass bite. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.5 1185 PW 96x6D Flange Frame Single laminated Glass ! Limits of Use Certification Agency Certificate Approved for use'in HVHZ:No FL15349 R5 C CAC APC B7020.02 185 Fxd Flo Impact 96c60.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date !Impact Resistant:Yes 12/05/2015 1 Design Pressure:+55/-55 Installation Instructions Other:FW-LC55,Missile Level D,Wind Zone 3.Backbeddingsilicone is FL15349 RS II 08-01613A odf j Pecora 896. ! Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL15349 R5 AE 512277A.Ddf i Created by Independent Third Party:Yes 15349.E Ins PW 96x60 Flange Frame Insulating Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 RS C CAC APC B5395.01-109-47-rO B5393:02-109-47 185 Approved for use outside HVHZ:Yes FXD FLG 96X60 LC55 AAMA 0 -06 GSSPEC 120515. df j Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-55 12/05/2015 j Other:FW-LC55,Missile Level D,Wind Zone 3.Tt a glass was bedded in Installation Instructions - Pecora 896 silicone with a 1/2'glass bite. I FL35349 RS R.OB-01613A.Ddf TrillBy:Luis Lomas,PE PE-62S14 ed Created by Independent Third Party:Yes j Evaluation Reports FL35349 RS AE 517277A cdf Created by Independent Third Party:Yes 15349-7 1185 PW 7202 Fin Frame Single Laminated Glass I Limits of Use Certification Agency Certificate Approved for use In HVHZ:No Fi I5349 RS C CAC AP C0571 0'109 47-RO Fn ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,Yes ! 06/25/2016 t Design Pressure:+55/-55 I Installation Instructions Other:LC-PG55,Missile Level D,Wind Zone 3.1/2.glass bite,glass F1-35349 R5 II 08-03355A ndf was bedded in Pecora 896 silicone sealant. Verified By:Luis R.Lomas,PE PE-62514 i Created by Independent Third Party:Yes Evaluation Reports i FL35349 R5 AE 51312.2A.130 Created by Independent Third Party:Yes V 15349.8 18S PW 7202 Flange Frame Single Laminated Glass {Limits of Use Certification.Agency Certificate Approved for use in HVHZ:No ai+5349 R5 C CAC APC C0571 03-109-47-RO Fianoe.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/25/2016 ' Design Pressure:+55/-55 Installation Instructions Other LC-PG55.Missile Level D,Wind Zone 3.112"Glass bite,glass FLI.534,Q 85 iI 08-02355A.pdf i was bedded in Pecora 896 silicone sealant. Verified By:Luis R.Lomas,PE PE62514 j Created by Independent Third Party:Yes I http://floridabuilding.org/pr/pr_app dtl.aspx?param=WGEVXQvADatHS572gvdWlanDW... 7/24/2015 Florida Building Code Online Page 3 of 4 Evaluation Reports FL153a9 RS AE 513122A.0df j Created by Independent Third Party:Yes i1S349.9 1185 PW 73x72 Fin Frame Insulating Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLS5349 RS C CAC APC CCLI-14-060]95 FIXED FI N.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date .Impact Resistant:No 04/03/201B Design Pressure:+60/-60 Installation Instructions Other:CW-PG60 FL35349 R5 11 08-02357A.0df Verified By:Luis R.Lomas,PE PE-62514 .Created by Independent Third Party:Yes Evaluation Reports FLIS349 R5 AE 513124A.odf Created by Independent Third Party:Yes 15349.10 1185 PW 73x72-Flange Frame Insulating Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 RS C CAC APC CCLI-14-060 185 FIXED FLG.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/03R018 Design Pressure:+60/-60 Installation Instructions • Other:CW-PG60 FL15349 R5 11 08-02357A odf Verified By:Luis R.Lomas,PE PE-6251.4 Created by Independent Third Party:Yes Evaluation Reports FLI5349 R5 AE 513124A.odf Created by Independent Third Party:Yes 15349.11 1185 PW 72x72 Flange Frame Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15349 R5 C CAC APC(9142)C0571.03-109-47-R0 C0571.02-109- Approved for use outside HVHZ:Yes .47-11 FIXED FLG.5G 5- 2A 10 HP 5-32A 72X72 Lc55 0 2516. df 1 Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+551-55 06/2S/2016 Other:LC-PG55,Missile Level D,Wind Zone 3.Glass bite is 1/2"and Installation Instructions glass Is bedded In Pecora 896 silicone. FL15349 P.5 Il.08-02355A.odf Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL15349 R5.AE 513122a,ddf Created by Independent Third Party:Yes + 15349-12 lies PW 72x72 Fin Frame Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FI15349 RS C CAC APC(91431C0571 03-109-47-RO C0571 01-SOo- Approved for use outside HVHZ:Yes 47-RO 185 FIXED FIN SG 5-32A IOOHP 5- 2A 72X 2 LC55(0625161,pdf Impact Resistant,Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-55 06/25/2OL6 Other:LC-PGSS,Missile Level D,Wind Zone 3.Glass bite is 1/2"and Installation Instructions glass is bedded in Pecora 896 silicone. - FL15349 R5 tI 08-02355A.0df Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL15349 R5 AE 513122A.odf Created by Independent Third Party:Yes 15349.13 ji85 Triple PW 159xS4,Flange Frame Single Laminated,Glass Limits of Use Certification.Agency Certificate 1 Approved for use In HVHZ:No FI-15349 R5 C CAC APC B6512.02-109-47-RO B6512.01-109-47 185 Approved formse outside HVHZ:Yes FXD FI.G 159X54 1155 AAMA S06-08.05SPEC.Odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-55 01/24/2016 Other:FW-R55,Missile Level D,Wind Zone 3.Backbedding silicone Is Ilistallation Instructions Pecora 896. FL15349 R5 11 06-01614A.odf Verified,By:Luis R.Lomas,PE PE-62514 !, Created by Independent Third Party,.Yes Evaluation Reports FLI5349 0.5 AE 512278A.Ddf Created by Independent Third Party:Yes 15349.14 1185 Triple PW 159x54 Flange Frame Insulated Laminated Glass Limits of Use. Certification Agency Certificate Approved for use.in HVHZ:No FL 349 R5 C CAC APC B6515.02-I -47- Approved for use outside HVHZ:Yes RO 66515.01 B6512.01 185 FXD FLG 1592cSI R55 AAMA 506- Impact Resistant:Yes 08.05SPEC.odf Design Pressure:+551-55 Quality Assurance Contract Expiration Date Other:FW-R55,Missile Level D,Wind Zone 3.Backbedding silicone Is 01/24/2016 Pecora 896. Installation Instructions FLI5349 R5 11 08-01614A.r)dP Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports j FL15349 R5 AE 512278A.ndf Created.by Independent Third Party:Yes 15349.15 J185 Triple PW 159xS4 Fin Frame Continuous Head and Sill Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL35349 R5 C CAC APC B6511.01-109-47-R0 1B5 FXD FIN SG TRIPLE Approved for use outside HVHZ:Yes 159X54 R55.ndf Impact Resistant:No Quality Assurance Contract.Expiration Date Design Pressure:+55/-55 01/24/2016 i Other:FW-RS5.Glass consisted of 3/32"ann-0.090"Solutia PVB- Installation Instructions I 3/32"ann with a 1/2"glazing bite. FL15349 R5 II 185 Fxd CHS Fin fas tested B6511.011 odf Verified By:American Architectural Manufacturers Association i Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.16 1185 Triple PW 159x54 Fin Frame Continuous Head and Sill Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R5 C CAC APC B6511'02 109 47-RO 06511 01-109-47 185 Approved for use outside HVHZ:Yes FXD FIN I 9X54 R55 AAMA -06 0 SPEC-ddf Impact Resistant:Yes Quality Assurance Contact Expiration Date j Design Pressure:+55/-55 01/24/2016 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 7/24/2015 Florida Building Code Online Page 4 of 4 Other:FW-R55,Missile Level D,Wind Zone 3.Glass consisted of8/32" Installation Instructions ann-0.090"Splutia PV6'�-3/32"ann with a 112"glazing bite:The glass FL35349I RS II 185 CHS Fin Impact Fixed B6511.02 AS.TESTED.odr was bedded in Pecora 896 silicone. Verified By:American Architectural Manufacturers'Association Created by Independent Third Party: Evaluation Reports ea Crted by Independent Third.Party: 115349.17 1185 Triple PW 159x54 Fin Frame Continuous Head.and Sill Insulated Laminated Glass j Limits of Use C ettification Agency Certificate - Approved for use in HVHZi No FL15349 R5 C CAC APC B6514,01-109-47-Ri 185FIXED FIN TRIPLE Approved for use outside HVHZ Yes 159X54 R55:pdf 1 Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+55/-55 01/24/2016 Other:FW-R55.Glass.consisted of exterior,1/8"annealed-space- Installation Instructions 3/32"annealed/0.090"Solutla PVB/3/32"annealed.Glazing bite was FL15349 R5 11.185 CHS Fin Fixed B6514.01 AS TESTED.odf 1/2". Verified By:American Architectural Manufacturers Association Created.by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.18 1185 Triple PW 159x54 Fln Frame Continuous Head and Sill Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLIS342 R5 C CAC.APC 86514.02.-109-47-- • Approved for use outside HVHZ:Yes R1 B6514,01 665XI.01 185 F -FIN 159XS4 R55 AAMA 506- Impact Resistant:Yes 06.05SPEC.Pdf i Design Pressure:+55/755 Quality Assurance Contract Expiration,Date Other:FW-R5S,Missile Level D,Wind Zone 3.Glass consisted of 01/24/2016 exterior 1/8-:annealed-space.-3/32"'annealed/0.090"Solutia PVB/ Installation Instructions 3/32"annealed.'Glass was bedded in Pecora 696'silicone with a 1/Z" FL15349 R5 II 185 CHS Fin Impact Fixed e6514.02a5 TESTED.ndf glass bite. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created,by Independent Third Party: Contact Us n 1940 North Monroe Street Tallahassee FL'32399 Phone:850-487-1824 The State of Florida Is an AA/EE-0 employer..Copyright 2007-2013 State of Florida.::Privacy Statement,:Accessibility Statement;:Refund Statement under Florida law,emall addresses are public records.If you do not want your e-mail address released In response to a public-records request,do,not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any,questions,please Contact 850.487.1395.-Pursuant to section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an.emall address If they have one.The emails provided may be used for official communication with the licensee.However emall addresses are public record.Ifyou do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here Product Approval Accepts: WR cCl!ecd E scctrritvsil:rtucs httD://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)gtH8572gvdWlant)W... 7/24/2015 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS O6/01/15 R.L. NOTES: 15. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH RESPONSIBILITY.OF THE ARCHITECT OR ENGINEER OF RECORD. TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND, INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK•THICKNESS IS LESS THAN 1-'1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO LOCATE ANCHORS AS SHOWN IN ELEVN91ONS AND INSTALLATION DETAILS, 18. ALL FASTENERS TO BE CORROSION RESISTANT. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY' MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK. IN ACCORDANCE WITH A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE_ - MINIMUM COMPRESSIVE STP.ENGTH OF 3.192 PSI. 6. WHERE 1X BUCK :IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY - STRENGTH CONFORlAANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 7. BUCKS'SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20.GEOMETRIC SHAPES ARE ALSO APPROVED. QUALIFIED GEOMETRIC SHAPES SHALL BE PROVIDED. INSCRIBED IN A 72 1/2"x71 1/2" AND SHALL NOT EXCEED 36 FV 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND' LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 11.FRAME MATERIAL: ALUMINUM 5063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS: 14 FOR FIN INSTALLATION USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLA71ON DETAILS. SIGNED;0610112015 MI WINDOWS AND DOORS �tttttuup�� 1001 WEST CROSBY ROAD CARROLLTON, TX 75006 �,,��\GENs,..tp TABLE OF CONTENTS SERIES 185 ALUMINUM FIXED WINDOW ��t• 0 61 Y*= SHEET NO.. DESCRIPTION 73" X 72" NON-IMPACT NOTES �'�t, TAT OF 1 NOTES DRAWN: Dwo NO. REV �pR10Q: 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS DATE S 08 02 57 A //7s,QNAl- 4 - 8 INSTALLATION DETAILS srnLE NTS 09/03/14 1 OF 8 REVISIONS 72 1/2" MAX FRAME WIDTH REV DESCRIPTION CATS APPROVED 69 3/4" MAX D.L.O. A I REVISED INSTALLATION DETAILS 106/01/15 IR.L. 6" MAX 18" MAX O:C. 6" MAX I J, CHART#1 Number of anchors required(without rigid fillers 16" Frame Frome width'((in) 931ght 24.00 .00 36.00 30 42.00 48.00 54.00 80.00 68.00 72.50 MAX�O.C. j 110 HAS amb HaS amb Has amh HaS amb HBS amb Has- amb Has amb Has mb HdS Pamb I 24.00 2 2 2 .2 1 3 2 3 2 1 3 1 2 4 1 2 4 1 2 4 1 2 5 1 2 68 3/4" 30.00 2 2 2 2 1 3 1 2 3 2 3 1 2 4 1 2 4 1 2 4 1 .2 5 1 2 MAX 36.00 2 3 2 3 3 3 3 3 3 3 4 3 -4 .3 5 3 5 3 D.L.O.71 1/2" 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 13 6 3 MAX 4A.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 M 3 FRAME 54.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 4 HEIGHT 60.00 2 4 2 4 3 4 3 5 3 5 4 5 5 5 6 66.00 2 4 '2 4 3 5 3 5 3 6 4 8 5 8 8 71.60 2 5 -2 5 3 5 3 6 3 8 4 7 6 7 7 A14CHORS TO BE CHART#2 EQUALLY SPACED REFER TO CHARTS Number of anchors required(with rigid fillers) #i & #2 SERIES 185 ALUMINUM FIXED WINDOW Frame Frame wldth(In) FOR NUMBER OF EXTERIOR VIEW HeiOht 24.00 30.00 36.00 42.00 48.00 $4.00 60.00 06.00 72.50 ANCHORS REQUIRED hal HaS T. HAS amb Has mb Has amb Has amb HAS amb HAS amb Has amb HAS amb DESIGN PRESSURE RATING IMPACT RATING 24.00 2 2 2 2 3043_ 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 3 2 4 2 4 2 4 2 5 2 ±60.OPSF NONE 30.00 2 3 2 3 3 3 3 3 4 3 4 3 4 3 5 3 42.00 2 3 2 3 3 3 3 3 4 3 4 3 4 3 5 3 48.00 2 3 2 3 3 3 3 3 4 3 4 3 4 3 5 3 60.110 2 4 2 4 3 A 3 4 4 4 4 4 q 4 5 4 60.00 2 4 2 4 3 4 3 4 4 4 4 4 4 4 5 4 6&00 2 4 2 4 3 4 3 4 4 4 4 4 4 4 5 4 71.50 2 5 2 6 3 6 3 5 3- 5 4 5 4. 5 4 b 5 5 SEE SHEETS 4.7 FOR INSTALLATION DETAILS 5/8'. 3/16" ANN��-{ 3/16" ANN ALUMINUM REINFORCED BUTYL SPACER SIGNED:0610112015 EXTERIOR INTERIOR MI WINDOWS AND DOORS \��utulrr)�� SILICONE 1001 WEST CROSBY ROAD \��J�S CARROLLTON, TX 75006 r, *\r,ENSF,p�� SERIES 185 ALUMINUM FIXED .WINDOW *• 0 51 #6 x. 1 1/4" TEK 73 X 72" NON-IMPACT =.o (►E[r ` SPACED 2" FROM ELEVATION, CHARTS AND GLAZING DETAILS �7D, TAT OF CORNERS AND 12" MAX iG• �`L O.C. THEREAFTER GLAZING DETAIL J.L. L N. 11111;NO, EV 08-02357 RA SCALE DATE SHEET NTS 09/03 14 2 OF 8 �) w . u � \1 Ar REVISIONS REV DESCRIPTiOH DATE APPROV.1) A REVISED INSTALLATION DETAILS 06/01/15 R.L. 72 1/2" MAX'FRAME WIDTH 69 3/4" MAX D.L,O. 6" MAX 1 B" MAX O.C. +I 6" MAX 18" MAX O.C. j CHARTa1 j68 3/4" Number'o/anchors required(fin installation) MAX Frama Frama width(In) D.L.O. Height 24.00 30.00 3d.00, 42.00 48.00 54.00 00,00 66.00 72.60 71 1/2" (In) HAS amb H6S amb H65 amb H&S amb Hd5 amb H65 amb H6S JambiHas amb H65 amb MAX 2400 3 3 3 3 3 3 4 3 4 3 4 3 6 3 5 3 6 3 FRAME 30,00 5 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 HEIGHT 36.00 3 3 3 '3 .3 3 4 3 '4 3 4 3 3 3 5 9 6 3 00 48.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4. 5 4 6 4 4d•00 M36 �4 3 4 4 4 4 4 4 4_ 5 4 5 4 d 4 "00 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 00.00 5 3 5 45 4 5 4 5 5 5 5 5 6 5 ANCHORS TO BE d600 6 3 . 5 4 -5 4 5 4 6 5 6 5 5 0 5 EQUALLY SPACED 7t.so 6 3 6 4 8 4. 8 4 6 6 B 5 8 B 6 REFER TO CHARTS t & 2 SERIES 185 ALUMINUM FIXED WINDOW SEE SHEET 8 FOR INSTALLATION DETAILS FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACTRARN0 t60.OPSF NONE SIGNED:0610112015 MI WINDOWS AND DOORS � 1001 CARROLLTON,ROTX 75006SBY D ��wJ\S�GEM894P�i� F. SERIES 185 ALUMINUM FIXED WINDOW ,•//,��(�0,6125 R 73" X 72" NON—IMPACT �T""tyT(A�Tri� ELEVATION, CHARTS AND GLAZING DETAILS DRAWN: DWG N0. REV i�jT�ts:b�ORIOP G��\ scAtE DATE OB SOE�357 A S///NA1(E\\\\\ NTS 09/03/14 3 OF 8 �J w REVISIONS REV DESCRIPTION DATE APPP.OVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 1 1/4" MIN. 1/4" MAX, EMBEDMENT SHIM SPACE T_ — RIGID FILLER 1/2" MIN. EDGE DISTANCE INTERIOR 1/2" MIN. 3/4" MIN EDGE DISTANCE METAL EDGE DISTANCE WOOD FRAMING STRUCTURE OR 2X BUCK 1 1/4" MIN. BY OTHERS 1/4 MAX. 10 WOOD BY OTHERS EMBEDMENT SHIM SPACE SCREW —� WOOD FRAMING EXTERIOR BACKER ROD OR BY OTHERS BACKER ROD 1/4" MAX. & APPROVED RIGID FILLER & APPROVED BACKER ROD SHIM SPACE SEALANT 10 SMS OR SEALANT & APPROVED SEALANT RIGID FILLER SELF DRILLING JAMB INSTALLATION DETAIL N10 WOOD SCREW SCREW WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR INTERIOR EXTERIOR INTERIOR #10 SMS OR 1/4" MAX. SELF DRILLING SHIM SPACE SCREW #10 WOOD SCREW BACKER ROD RIGID FILLER RIGID FILLER & APPROVED RIGID FILLER k7 BACKER ROD SEALANT 1/4" MAX. 3/4" MIN. & APPROVED 1/4" MAX. _'SHIM SPACE EDGE DISTANCE INTERIOR SEALANT SHIM SPACE I STRUCTURE J� WOOD FRAMING j 1 1/4" MIN. BY OTHERS OR 2X BUCK EMBEDMENT #10 SMS OR BY OTHERS 3/4" MIN SELF DRILLING EDGE DISTANCE SCREWS VERTICAL CROSS SECTION EXTERIOR 1/2" MIN, METAL STRUCTURE INSTALLATION METAL EDGE DISTANCE STRUCTURE BACKER ROD APPROVED VERTICAL CROSS SECTION BY OTHERS SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED:0610112015 MI WINDOWS AND DOORS 14. vt to 1CARROLLTONROSBY TX 75006D vJ\5\GENSgiP�� SERIES 185 ALUMINUM FIXED WINDOW *.• ,'�0,.695� ` NOTES: 73" X 72" NON—IMPACT �.p�L[!!� ,rbM�•� 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, FRAME INSTALLATION DETAILS ��D SSSTATHH OF •w,,` NOT SHOWN FOR CLARITY. DRAWN: oro NO, REV i�'cFS:;LORM 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTME2112 J.L. DATE 08s02E357 A �iis�ONAj1E�\\�� NTS 09/D3/14 4 OF 8 Ilk REVISIONS RN DESCRIPTION 0.47E APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS '06/01/15 R:L EDGE DISTANCE CONCRETE/MASONRY BY OTHERS <; a. 1 1/4" LAIN. a EMBEDMENT OPTIONAL 1X BUCK ° 1 1/4" MIN. SEE NOTES 3 - 7 e .+ EMBEDMENT SHEET 1 o _ v CONCRETE/MASONRY BACKER ROD 1/4" MAX. BY OTHERS 1/4" MAX. & APPROVED SHIM 'SPACE o SHIM SPACE SEALANT OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLER SHEET 1 , 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON a •V ' I INTERIOR 3/16" TAPCON BACKER ROD & APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1 X BUCK SHIM SPACE MIN. a° SEE NOTE 3 - 7 EDGE EXTERIOR SHEET 1 DISTANCE CONCRETE/MASONRY L— •' BACKER ROD & APPROVED BY OTHERS ° e °q 1 1/4" MIN. SEALANT EMBEDMENT JAMB INSTALLATION DETAIL C• e < n e CONCRET&MASONRYINSTALLATION 2 1/2" MIN.. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2,PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTrA E2t 12 SIGNED:0610112015 MI WINDOWS AND RDOORS D1 WEST cRo OAD J\S�a�I�ro CARROLLTON, TX 75006 `�,••�XGENSF•ems SERIES 185 ALUMINUM FIXED WINDOW =*• 0 61 OF *= 73" X 72" NON-IMPACT —•y;�� `r� FRAME INSTALLATION DETAILS �70, TAT eu� • � J.L. EV DRAWN uric No. 08-02357 R A O�%jsS'lp RNALl ECG -'Z SCALE NTS DeTe 09/03/14 sREEr5 OF 8 //77t111`�X� REVISIONS REV DESCRIPTION DATE I APPROVEO A REVISED INSTALLATION DETAILS 06/01/15 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT ) r SHIM SPACE 1/2" MIN. 1- I RIGID FILLER EDGE DISTANCE 3/4" MIN 1/2" MIN. METAL EDGE DISTANCE EDGE DISTANCE WOOD FRAMING 1 1/4" MIN. STRUCTURE INTERIOR OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. BY OTHERS SHIM SPACE 10 woo SCREW 1/4" MAX. BACKER ROD do BACKER ROD & SHIM SPACE APPROVED SEALANT RIGID FILLER WOOD FRAMING EXTERIOR APPROVED SEALANT BEHIND FLANGE OR 2X BUCK BEHIND FLANGE RIGID FILLER I110 SMS OR BY OTHERS BACKER ROD & #10 WOOD SCREW SELF DRILLING APPROVED SEALANT SCREW BEHIND FLANGE JAMB INSTALLATION DETAIL EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR INTERIOR #10 SMS OR 1/4" MAX. SELF DRILLING SHIM SPACE SCREW P10 WOOD SCREW BACKER ROD RIGID FILLER r RIGID FILLER RIGID FILLER APPROVED SEALANT BACKER ROD & BEHIND FLANGE 1/4" MAX APPROVED SEALANT _ 1/4" MAX. F SHIM SPACE EDGE 4DISTANCE INTERIOR BEHIND FLANGE SHIM SPACE METAL I STRUCTURE I MOOD FRAMING 1 1/4" MIN. BY OTHERS 1� OR 2X BUCK EMBEDMENT BY OTHERS 3/4" MIN jI10 SMS OR } EDGE DISTANCE SELF DRILLING 1/2" MIN VERTICAL CROSS SECTION SCREWS EDGE DISTANCE METAL STRUCTURE INSTALLATION METAL EXTERIOR VERTICAL CROSS SECTION STRUCTURE BY OTHERS BACKER RICO & WOOD FRAMING OR 2X BUCK INSTALLA TION APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED:0610112015 MI WIoNDOWS1 WEST cRo erAND Ro DOORS \\` 1R. LIo i?/. CARROLLTON, TX 75006 NOTES: SERIES 165 ALUMINUM FIXED WINDOW =*• 0�:8�61 k: 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 73" X 72" NON—IMPACT �y (�t'lt +a` NOT SHOWNFOAOLARITY FLANGE INSTALLATION DETAILS �� TAT OF DESIGNED IN ACCORDANCE W2.PERIMETER AND ITHASTME2NTBY EZST08E 0. LN; DIIG NO. 08-02357 RA �?j��SSI�0Rt SCALE NT,S DATE 09/03/14 SMEET6 OF 8 //71/mIIAI111\1 REVISIONS Re/ DESCRMCN DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS °` a' +, 1 1/4" MIN. EMBEDMENT OPTIONAL 1X'BUCK ° ° ' ° a'•° EMBEDMENT SEE NOTES 3 — 7 SHEET 1 BACKER ROD & 1/4" MAX• CONCRETE/MASONRY BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE ° SHIM SPACE BEHIND FLANGE RIGID FILLER OPTIONAL NOTES 1X3BUCK c SHEET 1 RIGID FILLER 3/16" TAPCON • c' EXTERIOR INTERIOR 3/1V TAPCON INTERIOR BACKER ROD & *' 1 /16" TAPCON APPROVED SEALANT BEHIND, FLANGEIGID FILLER ° OPTIONAL 1X BUCK1/4" MAX. 2 1/2" SEE NOTE 3 — 7SHIM SPACE MIN. a SHEET T EDGE DISTANCE � EXTERIOR '• o CONCRETE/M.ASONRY I BACKER. ROD do BY OTHERS ,- 1/41 APPROVED SEALANT a 1 MIN. BEHIND FLANGE EMBEDMENTJAMB INSTALLATION DETAIL CONCRETFJMASONRYINSTALLATION a 2 :1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:06/01/2015 MI WoIoNDOWSWESTcR evD ROAD DOORS \\\\J\�1II�Io �/// CARROLLTON, TX 75006 `�,•�\CENS�,•s SERIES, 185 ALUMINUM FIXED WINDOW 9r' o�j251 rt 73" X 72" NON-IMPACT • S FLANGE INSTALLATION DETAILS —�o STATE OF i0•. DRAIN: Dwc No. REV' SCALE DATE OB SOEE357 A /-/Z/ONA;LE�\\\\ NTS 09/03/14 7 OF 8 REVISIONS .REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. APPROVED SEALANT BEHIND FIN _ 1 1/4" MIN. EMBEDMENT jf6 WOOD r WOOD SCREW FRAMING BY'OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING 1/4" MAX. 7/16" MIN �— BY'DTHERS •SHIM SPACE EDGE'DISTANCE I #6 C scREWREW INTERIOR INTERIOR EXTERIOR 1 1/4`' WIN: I EMBEDMENT 1/4" MAX APPROVED SHIM SPACE SEALANT �- BEHIND FIN EXTERIOR 7/l6" MIN 7/16" MIN EDGE DISTANCE r EDGE DISTANCE s WOOD WOOD JAMB INSTALLATION DETAIL SCREW FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED 1 1/4" MIN. BY OTHERS. SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1.INTERIOR AND EXFERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANGE WITH ASTM E21 12 SIGNED;0610.112015 MI Woo D,°s ScR eD RDOORS \\\``\S1R11LIOW11 CARROLLTON, TX 75006 `�VJ•V\GENs�.q�i�ii SERIES 185 ALUMINUM FIXED WINDOW. =*.�•/�/��'t(••,�o,.61281/� � 73" X ST NON—IMPACT T r �` FLANGE. INSTALLATION DET • TAT OF ��, DRAWN: DWG NO. REv �i ;°C0R1QP•G� --NTS °^TE 09 03/14 08 SO"E38