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Home My WebLink AboutProduct Approval (2) HURRICANE SHUTTERS,. N-C. PANELS •`ACCOR01ONS BHAMAS COLONIALS ROLLUPS Property Information I F Building Information Owner: DAVID&JEAN BRISHAM Wind Zone: 170 MPH. Address: 2548 NW SEAGRASS DR. Exposure Category: B BUILDING#3 Minimum Building Dimension: 10 ft. PALM CITY,FL 34990 Mean Roof Height: 20 ft. Risk Categon,: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) JF Height(in) Elevation(ft) Pressure(psf) Pressure(psfl 1 Int 61 61 14 29.2 -31.9 2 Int 61 61 14 29.2 -31.9 Prepared in accordance with:ASCE 7-10,Chapter 30.TVind Loads-Components and Cladding.5th Edition(2014)Florida Building Code, Page 1 of 1 Identification Schedule for Opening Protective Device or System (The following minimum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 2548 NW SEAGRASS DR. BUILDING#3,PALM CITY,FL 34990 Type of Structure: PERMIT#• Dev. Device Device proval Opening Opening Shutter Shutter #Storm Anchor Header # Type Manufacturer ApWidth Height Width Height Bars Reg. Spacing Reinf.Re 1_ Im act Window Eastern Arch Systems FBC 61 61 61 61 12 No 2. hnact Window Eastern Arch Systems FBC 61 61 61 61 12 No Florida Building Code Online Page 1 of 3 Mr ❑L..>�e:.a��- ��s,53w.+-•r ._.�t:a 'FeP' - C'' }+.- J ti�yµ3 4Ir. ^6 a.I 4.t. � '4 A ill a(}p�f�riei1l" BCIS Home g Log In user Registration ' Hot Topics yI Submit Surcharge Stats 3�Facts I Publications I FBC StaIT BCIS Site Map j Lints `Search (. ie _nres yyProssional l s+ USER:Product Regulation i Product Approval Menu>Product or Aoolication Search>Application List>Application Detail -'a ry,Yd a -5 r p 5 FL# FL16804-R1 �� 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 Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers,FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S2/A440 2005 AAMA/WDMA/CSA 101/I.S2/A440 2008 AAMA/WDMA/CSA 101/I.S2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By https://floridabuil ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPselyp... 6/30/2016 Florida Building Code Online Page 1 of 3 >4f�'#' ' .t' �oida Deparnel('d BCIS Home Log In User Registration ' Hot Topics P Submit Surcharge Stats&Facts ] Publications `y FBC Staff+;^ BCIS Site Map i Links E Search Busines p Professial s Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16804-R1 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 Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy 1. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard @eastern metal.co m Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S2/A440 2005 AAMA/WDMA/CSA 101/I.S2/A440 2008 AAMA/WDMA/CSA 101/I.S2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By https://floridabuil ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPselyp... 6/30/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 07/06/201S Date Validated 07/08/2015 Date Pending FBC Approval Date Approved 07/16/2015 Summary of Products FL# Model,Number or Name Description 16804.1 Series 143 Vinyl HR Non-Impact Fin Series 143 Vinyl HR Non-Impact Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16804 R1 C CAC NI011728-R3-sioned.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/30/2020 Design Pressure:+50.0/-50.0 Installation Instructions Other:Maximum Size:72"x 60",Approved Configurations FL16804 Rl II 08-02251A.pdf XO,OX Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL16804 R1 AE 512971A.odf FL16804 RI AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16804.2 Series 143 Vinyl HR Non-Impact Series 143 Vinyl HR Non-Impact Flange Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16804 R1 C CAC NI012135-sianed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2018 Design Pressure:+35.0/-40.0 Installation Instructions Other:Maximum Size: 74"x 72",Approved Configurations FL16804 Rl II 08-02526A.odf XO,OX Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL16804 Rl AE 513297A.pdf FL16804 RI AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16804.3 Series 176 Vinyl HR Impact HVHZ Series 176 VRmpact HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16804 R1 C CAC NI012196.04-R2.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2018 Design Pressure:+70.0/-85.0 Installation Instructions Other:Maximum Size: 74"x 63",Nailing Fin or Flange, FL16804 R1 II 08-02537A.pdf Approved Configurations XO,OX Verified By: Luis R. Lomas, P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL16804 R1 AE 13-0328 09-COMP.odf FL16804 R1 AE 1.3-0328.09 Dupont SentryGlas.odf FL16804 R1 AE 513310A.odf FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16804.4 FSeries176 Vinyl HRP 1/3-1/3- Series 176 Vinyl HRP 1/3-1/3-1/3 Impact HVHZ pact HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16804 RI C CAC N1012196.01-R1.PDF Approved for use outside HVHZ:Yes FL16804 RI C CAC N[012196-R2.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +65.0/-85.0 06/30/2018 Other: Maximum Size: 111"x 63", Nailing Fin or Flange, Installation Instructions Approved Configuration XOX FL16804 Rl II 08-02534A.pdf Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL16804 Rl AE 13-0328 09-COMP.pdf FL16804 Rl AE 13-0328.09 Dupont SentrvGlas.pdf FL16804 111 AE 513306A.pdf FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16804.5 Series 176 Vinyl HRP 1/4-1/2- Series 176 Vinyl HRP 1/4-1/2-1/4 Impact HVHZ 1/4 Impact HVHZ https://floridabuil ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsclyp... 6/30/201.6 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16904 Rl C CAC NIO12196.02-R1.PDF Approved for use outside HVHZ:Yes FI-16804 RI C CAC NI012196.03-R1.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 06/30/2018 Other:Maximum Size: 111"x 63", Flange Installation Installation Instructions Design Pressure: +50.0/-65.OPSF,Nailing Fin Installation FL16804 Rl II 08-02536A.pdf Design Pressure: +55.0/-60.OPSF,Approved Configuration Verified By: luis R. Lomas,P.E. 62514 XOX Created by Independent Third Party:Yes Evaluation Reports FL16804 Rl AE 13-0328 09-COMP.odf FL16804 RS AE 13-0328.09 Duoont SentryGlas.odf FL16804 R1 AE 513308A.odf FL16804 Rl AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 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 mall 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 emalls 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 click here. Product Approval Accepts: lCCU1itV'?!kTtLli;.ti https://floridabui 1 ding.org/pr/pr_app_dtf.aspx?param=wGEVXQwtDgtmmTSTNdVPsclyp... 6/30/201.6 L. Roberto Lomas P.E. 13-0328.09-COILP 233 W.Main St Danville,VA 24541 434-688-0609 rllomas@lrlomaspe.com June 8, 2015 Ref: N.O.A. 13-0328.09 Manufacturer: E.I. DuPont De Nemours &Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161,P.O. Box 80712 Wilmington,DE 19880 Product: DuPont White SentryGlas« Interlayer To Whom It May Concent: This is to certify that 1 have reviewed all documentation for the above mentioned N.O.A. After my review and to the best of my knowledge, I found that the products in the N.O.A. listed above comply with the requirements of the Florida Building Code 5�'Edition (2014). Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Sincerely, ttly, f9D Af- 'i; TATE OF . �Z w 0Rt40°N'��• •,d v r.• Luis R. Lomas P.E. FL No.: 62514 1 of 1 MIAMI-DADE MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 203 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iviymniiamidade.gov/econom_y_ E.I.DuPont De Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply tivith the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DuPont White SentiyGlas®Interlayer APPROVAL DOCUMENT:Drawing No.13-0328.09,titled"DuPont'White SentryGlas@ Interlayer", Sheet 1 of 1,dated 06/04/2013,prepared by E.I.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,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 Section. MISSILE IMPACT RATING:None LIMITATION:This is not a structural approval. LABELING: Laminated Iites under this Product Approval shall be permanently marked in a corner of the glass with; "MDCA-White SentryGlas®",standing for"Miami-Dade County Approved—White SentryGlas@",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the White SentryGlas®interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No,13-0328.09 MIAMI•DADE COUNTY Expiration Date:July 4,2018 Approval Date:July 4,2013 r ( ''r3 Page 1 a�� l E.I.DuPont De Nemours& Co..Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 13-0328.09,titled"DuPont White SentryGlas®Interlayer", Sheet 1 of 1, dated 06/04/2013,prepared by E. I. DuPont De Nemours&Co.,Inc,signed and sealed by Allan A. Kozich,P.E. B. TESTS Test report Standard Date Signature 1. B7882.01-106-18 ASTM D1929 02/26/13 Gary T.Hartman,P.E. 2. B7882.01-106-18 ASTM D 635 02/26/13 Gary T.Hartman,P.E. 3. B7882.01-106-18 ASTM D 2843 02/26/13 Gary T.Hartman,P.E. 4. B7882.01-106-18 ASTM G 155 02/26/13 Gary T.Hartman,P.E. 5. B7882.01-106-18 ASTM C 158 02/26/13 Gary T.Hartman,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Allan A. Kozich & Associates, dated 06/11/2013, signed and sealed by Allan A. Kozich,P.E. f)�sf�t��t�i3 Carlos M.Utrera,P.E. Product Control Examiner NOA No.13-0328.09 Expiration Date:July 4,2018 Approval Date: July 4,2013 E-1 DUPONT WHITE SENTRYGLAS® INTERLAYER PRODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS &CO., INC. DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS �•{; F FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS. { `�''� A TYPICAL_GLAZING IS MADE OF THE FOLLOWING COMPONENTS: }# a g-v rr ., (MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER TO BE USED AS NECESSARY). A B C A - 1/8"_C3.0 mm Annealed Glass SECTION B - 0.062" 1.58 mm DuPont White SentryGlas@ Interlayer C - 118" 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS White Seng Glas® Interlayer Test Properties Flash Ignition Temperature[1] ASTM D 1929 752°F Self-Ignition Temperature [1] ASTM D 1929 770°F Average Smoke Density Rating(1] ASTM D 2843 5.9 Linear Rate of Burn[1] ASTM D 635 0 cm/min;Class CCI Average Modulus of Rupture(1] ASTM-C1 5'8-0 2 Weathering(ASTM G 155-05a) Before After 4,692 psi 4,752 psi Average Change: +1.7% NOTES: [1]62 mil (1.58 mrn)thickness DuPont White SentryGlas®Interlayer Sample (2] DuPont White SentryGlas®Interlayer By Itself Does Not Comply With The Florida Building Code THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. DuPont White SentryGlas® Interlayer E.I. duPont de Nemours & Co., Inc. DuPont P&IP -GLS Chestnut Run Plaza Bldg 712/161 P. O. Bax 80712 Wilmington DE 19880-0712 Phone: 302-999-2125 Dwg. # 13-0328.09 Sheet 1 of 1 Drawing Date: 06/04/13 C,/A too, I �6S Allan A. Kozich, PE Registration# 16864 JUN 11 20 L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 513310A 434-688 0609 rl l o m as @ I rl o m a sp e.co m Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. FT Myers,FL 33912 Product Line: Series 176 SS Vinyl Horizontal Sliding Window—XO, OX Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a).The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1, Approval document: drawing number 08-02537 Revision A,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: CTLA 3005W-3A signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL AAMAM/DMA/CSA 101/I.S.2/A440-05/08/11 Design pressure: +70.0/-85.Opsf Water penetration resistance 10.5psf ASTM Ell 886-05 and ASTM El 996-09 ASTM El 886/El 996 Large Missile Impact, Level D,Wind Zone 4 ASTM El 8861 El 996 Cyclic Load Test, +70.0/-85.Opsf design pressure 3. Test report No.: CTLA 3005W-3D signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL TAS 202 Design pressure: +70.0/-85.Opsf Water penetration resistance 10.5psf TAS 201 and TAS 203 TAS 201/TAS203 Large Missile Impact, Level D,Wind Zone 4 TAS 201/TAS 203 Cyclic Load Test, +70.0/-85.Opsf design pressure 4. Anchor calculations, report number 513306-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +70.0/-85.Opsf • Maximum unit size: 74"X 63" • Approved Configurations: XO, OX • Units must be glazed per ASTM E1300-04, refer to installation drawing for details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be extruded vinyl. Installation:Units must be installed in accordance with approval document, 08-02537 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). N S R,., Lr TATE OF .- 0!i�'��:c10"RV-0 1 of 1 Luis R. Lomas, P.E. FL No.:62514 06/22/2015 M IAM 1-RADE MIANH-DARE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleeonomv Deceuninck North America,LLC. 351 North Garver Road Monroe,OH 45050 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of consttluction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Section(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 AHS may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be produced by Extruders Licensees in"AAMA Certification Programs for rigid PVC Extrusions".The extrusions shall meet ASTM D 4726,classification(ASTM D 4216) 1-10154-33-0000, 1-20131-13-0000 or 1-40131-13 and the following properties. Description Test Properties Rate of Burning ASTM D-635 Class C1 Self Ignition temperature ASTMD-1929 925°F,650 Average Smoke Density Rating ASTM D-2843 43%<75 Flame Spread Index ASTM E-84 26.2<75 Tensile Strength(Difference: *Exposed&Unexposed) ASTM D-638 4.98%<10 *Exposed per Section 2605.2 of The Florida Building Code. MISSILE IMPACT RATING:None This NOA renews NOA#09-0429.04 and consists of pages 1 and 2,as well as evidence page E-1. The submitted documentation was reviewed by Carlos M.Utrera,P.E. �j NOA No: 13-1203.02 MIAMI•DADE COLFtJTY •.2 i%- ` ' Expiration Date: February 19,2019 Approval Date:February 20,2014 Page 1 MIAMIDADE MIAb•11-DADE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADINNIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Ni�mv.mi-.iiiiidade.gov/ecoitoiiiX Deceuninch North America,LLC. 351 North Garver Road Monroe,OH 45050. LIMITATION:This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control;showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C.,in order to issue a specific product approval for the system. LABELING:Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label,the extruder name,city,state and"MDCA'.In addition, (a)each Certified Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b)each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and "MDCA". i RENEWAL of this NOA shall be considered after a renewal application has been fled 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 sliall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No: 13-1203.02 MIAMI DAbE eoUNTY Expiration Date: February 19,2019 •l , Approval Date:February 20,2014 Page 2 Deceuninck North America,LLC. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. None. B. TESTS "Submitter)underAAMM Master File#98-0036" 1. Test report on Rate of Burning,Ignition Temperature, Density of Smoke, Surface Burning Characteristics,Accelerated Weathering and Tensile Properties Test of"PVC Extrusions from 5 different manufacturer" selected by AAMA",prepared by ETC Laboratories,report#ETC 97-264-40910, dated 04121/1998,signed and sealed by J. L.Doldan, P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATION "Submitted under AAMA Master File#12-1037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program(AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles (AAMA 303-08). 3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted under AAMA Master File#12-1037' 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering& Consulting,Inc.., dated 04125/2012, signed and signed by Lucas A. Turner,P.E. 2. Standards' equivalency report issued by Turner Engineering&Consulting,Inc.,dated 04125/2012,signed and signed by Lucas A. Turner,P.E. 3. No financial interest issued by Turner Engineering&Consulting,Inc., dated 04/25/2012, signed and signed.by Lucas A. Turner,P.E. G. OTHERS 1. Association release letter issued by American Architectural Manufacturers Association,dated 02/13/2014 and signed by Richard Rinka. 2. Manufacturer acknowledgement letter issued by Deceuninck North America,LLC,dated 02/12/2014 and signed by Dennis D. Cox. f Carlos I4i.Utrera,P.E. Product Control Examiner NOA No 13-1203.02 Expiration Date:February 19,2019 Approval Date:February 20,2014 E-1 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI012196.04-R2 DATE: 11/20/2014 - CERTIFICATION.PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 - ' REVISION DA'Z'E: 12/30/2014 To verify that the`Notice of Product Certification"is valid,please visit,.nv.v.NAM.I Certification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NANO approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if anv corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series "176 SS" 10030 Bavaria Road Vinyl Horizontal Sliding Window Ft. Myers,FL 33913 w/Fin or Flange Frame Configuration:XO Glazing:IG-Ext-3/16"Annealed Glass,'Laminate-1/8" Annealed Glassi0.090"SGP Interlayer by DuPonb'1/8"Annealed Glass Frame: W-1880mm(74.00") H-1600mm(63.00") Panel: W-927mm(36.25") H-1543mm(60.75") SPECIFICATION PRODUCT RATING AAMA 506-08 Design Pressure: ±33.51 Pa(70 psf) AAN A/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG701880 x 1600(74 x 63)-HS AAMA/WDMA/CSA 101/I.S.2/A440-08 HS-LC501880 i 1600(74 x 63) AAMA/WDMA/CSA 101/I.S.2/A440-05 Positive Design Pressure: 3351 Pa(70 psf) ASTM E1886-05/E1996-09 l0iegative Design Pressure: 4069 Pa(85 psf) TAS 201/202/203-94 Wind Zone 4-Missile Level D Large-(Missile.Impact Rated Water Penetration Resistance Test Pressure:502 Pa(10.50 psf) Qualifying Configurations:OX,XO Product Tested By: Certified Testing Laboratories, Inc. Report No: CTLA-3005W-3A/CTLA-3005W-3D Expiration.Date: .lune 30,2018 Administrator's Signature: NATIONAL, ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124/ Fax: (804)684-5122 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. NOTES: 15. FOR FRAME 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 INCLUDING THE HVHZ. 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 FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 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. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ. PROVIDED. 21,APPROVED CONFIGURATIONS: X0, OX. 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: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. 13, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:06/23/2015 EASTERN ARCHITECRIRP1.9Y8fEM1f3 'iq►� "e�fer EASTERN M6 u E�rrr v \\``�` 111�l I ILIO��,'/� ORr1M[R6,FlOR149,UBt4 '.�y��^��EN�^'9�i� TABLE OF CONTENTS SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW _!f 51pit SHEN0. DESCRIPTION (XQ, OX)NOTESES X 63" ¢` ^°JD TAT ET 1 NOTES ��,p°�<• �� oRnwN: 7G 11D. dREV EpR 2 - 3 ELEVATIONS V.L. 08-02537 `/�S��NALEC �\ 4 - 7 INSTALLATION DETAILS SCALE NTS JDATE 1117/14 1 SHEET OF 7 <<lY/IJjt1►15��` REVISIONS 74" MAX FRAME WIDTH REV DESCRIPTION DME APPROVED 6" MAX 12" MAX O.C. 6" MAX A REVISED INSTALLATION DETAILS 06/22/15 R.L, 6" MAX 18" MAX O.C. / / I I 63" x ® 1" MAX 3/16" ANN — 1/8" ANN FRAME .090" SENTRY GLAS BY DUPONT HEIGHT / 1/8" ANN / EXTERIOR INTERIOR GLAZING BEAT DDURASEAL J__ SPACER SYSTEM 6" MAX 1/2" BITE P - o L � I� SIKAFLEX 552 SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW SETTING BLOCK SEALANT EXTERIOR VIEW GLAZING DETAIL FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +70.01-85.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ HARDWARE SCHEDULE A. (2)ASHLANDDUALKEEPERS(13999)AT FIXED MEETING STILE 8"FROM HEAD&SILL B. (2)ASHLAND DUAL LOCKS(D2100AL/R)AT SASH LOCK STILE 8"FROM SASH CORNERS C. (2)ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS. D. 2)TRACKS AT OPERABLE SASH HEAD&SILL E. 1 ALUMINUM REINFORCEMENT 10300265 IN FIXED MEETING RAIL S/GNED:06/23/2015 F. (S)ALUMINUM REINFORCEMENT(10300266)IN SASH TOP AND BOTTOM RAILS,JAMB STILES AND SASH LOCK RAI /��r p rwsreaNaacmEcunussmes t111tII1 NOTES: /►'+� Lester. N e7r�iP� eau ooenEev a.°srar�v `4��s:Q. L O �/��i 1. MAXIMUM SASH SIZE: 36 1/2" X 50 3/4 �'•V��+E 2. MAXIMUM D.L.O.: 34" X 59 3/4". SERIES 776 SS VINYL HORIZONTAL SLIDING WINDOW #= 0 5 3, (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. (X0, OX) 74' X 63" 11 4, (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. ELEVATION T 5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. DRAWN: DWG NO, REV i .t.'CCORtOP:•��`. sc.L. MTE 08 s0EE537 A NTS 11 17/14 2 OF 7 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. 74" MAX FRAME WIDTH 74" MAX FRAME WIDTH 6" MAX 8" MAX O.C. 6" MAX 6" MAX --{ {—6" MAX O.C. 6" MAX 6 6 I I _1 1 MAX MAX T- 14" / MAX O.C. L / 10" / / MAX O.C. / 63" 63" pg, MAX MAX /i FRAME FRAME HEIGHT HEIGHT 6, 6" MAX MAX SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW EXTERIOR VIEW THROUGH FRAME INSTALLATION THROUGH FRAME INSTALLATION FOR MASONRYAND METAL STRUCTURE FOR WOOD FRAMING DESIGN PRESSURE RATING IMPACT RATING +70.01-85.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ SIGNED:0612312015 �� snenr�ARcmnctVRa.sts`r7as �\ltillll)1f MISS ��► AONIBpNOF [.�arsaN.+Era srrF�r \��•'1�`5 R LoA7j�j/� . '''�'.*•.� v er.. ,ex,ooenesnc AVE ��V� '•Y9 1 ENS• SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (X0, OX) 74" X 63" ELEVATIONS pT OF DRAWN: DWG NO. REV t � SCALE NTS DATE 11 SMDEE517/14 08 37 A OF 7 REVISIONS REV DESCRIPTIONDATE APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS1 1/4" MIN. O EMBEDMENT , ii 1 1/4" MIN, 1/4" MAX. BACKER ROD EMBEDMENT SHIM SPACE & APPROVED �� 1/4° MAX. INTERIOR SEALANT �� SHIM SPACE �,�f 1/2" MIN. EDGE DISTANCE #10 WOOD SCREW EXTERIOR #10 WOOD SCREW WOOD FRAMING U OR 2X BUCK INTERIOR BY OTHERS BACKER ROD EXTERIOR & APPROVED SEALANT #10 WOOD JAMB INSTALLATION DETAIL SCREW WOOD FRAMING OR 2X BUCKINSTA"TION O O BACKER ROD & APPROVED 1/4" MAX. SEALANT n un SHIM SPACE WOOD FRAMING ITJ OR 2X BUCK 1 1/4" MIN. BY OTHERS EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION SIGNED:06123/2015 WOOD FRAMING OR 2X BUCK INSTALLATION i FA9£RNMORECNRAL3Y9EM13 ` lull /Ea`,Stern � �, u RY S.R LIQ//fid ,,,a.o... ens �s��.•aoRa.�u ,�y �C E N'd`' ;cit i NOTES. SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW => 0 51 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, (XO, OX) 74" X 63" S NOT SHOWN FOR CLARITY. INSTALLATION DETAILS =�OpTAT p 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DWG NO. REV scA E 08 NTS DA's` 11/17/14 SHEET A OF 7 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DERAILS 06/22/15 R.L. 3/4" MIN METAL EDGE DISTANCE STRUCTURE BY OTHERS 1/4" MAX. J, SHIM SPACE APPROVED DD SEALANT 1/4" MAX. SHIM SPACE n #10 SEL SMS DRI oR LLING INTERIOR U SEL SCREW 3/4" MIN. EDGE DISTANCE #10 SMS OR EXTERIOR INTERIOR SELF DRILLING SCREWS [� METAL STRUCTURE LLLJJJIII BY OTHERS EXTERIOR BACKER ROD #10 SMS OR & APPROVED SELF DRILLING SEALANT SCREW JAMB INSTALL4TION DETAIL BACKER ROD METAL STRUCTURE INSTALLATION & APPROVED SEALANT n na 1/4" MAX. l� �f F SHIM SPACE U ' METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:06/23/2015 erre �J NARo'er tlllf ♦DMSMNlvtsroN OF eesTERN u>:Tu svra�r r NOTES: SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW ^:9k oi�wb7 *'- 1.INTERIOR AND EXTERIOR FINISHES,B Y OTHERS, (XO, OX) 74' X 63' ' NOT SHOWN FOR CLARITY. INSTALLATION DETAILS r� TATtu 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE i�iD° '.0 DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: Owc NO. REv . ///I NAL i�f�s. .f QR>4a SCALE NTS DATE 11 17 14 08-02537 50E 7 A �� t ��\ Ar REVISIONS REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A REVISED INSTALLATION DEFAILS 06/22/15 R.L. 2 1/2" MIN. BY OTHERS EDGE DISTANCE ° 1 1/4" MIN. 1 1/4" MIN. °.. `°• .• °:°., ° EMBEDMENT EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK c 1/4" MAX. OPTIONAL 1X BUCK �] SEE NOTES 3 — 7 e° SHIM SPACE SEE NOTES 3 — 7 1/4" MAX. SHEET 1 SHEET 1 SHIM SPACE o 3/16" TAPCON ° INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT e. Q INTERIOR EXTERIOR ° — 2 1/2" n C� MIN. I i� EDGE DISTANCE BACKER ROD ° ° EXTERIOR & APPROVED SEALANT O D p BACKER ROD IIJ' & APPROVED 3/15" TAPCON SEALANT JAMB INSTALLATION DETAIL O CONCRETE/MASONRYINSTALLATION 1/4" MAX. OPTIONAL 1X BUCKn U(-1 SHIM SPACE SEE NOTE 3 — 7 lf—' LJ SHEET 1 0 � NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, I NOT SHOWN FOR CLARITY. ° a 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE • 1 1/4" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112 EMBEDMENT a ° SIGNED 06/2312015 < e ° r �w f�pst E�areRR ARcm Ec uwu s s ema )l l l l l 2°1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW ^� 0 8 Is BY OTHERS _ VERTICAL CROSS SECTION INSTALLATION DETAILS CONCRETEMASONRY INSTALLATION DRAWN: DWG N0. REV rJFS,':f.QR{,0�I SCALE NTS DA. 11 17 14 08 5HEET 025670E 7 A /�777s� t1A11�?`*\, REVISIONS REV DESCRIPTION DATE APPROVED NT APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. SEALA BEHIND FIN 1 1/4" MIN. EMBEDMENT #8 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. -� SHIM SPACE 7/16" MIN J EDGE DISTANCE WOOD FRAMING �{ 1/4 MAX BY OTHERS I SHIM SPACE LJ INTERIOR �M 1 1/4" 9 o a MIN. EXTERIOR INTERIOR EMBEDMENT a wu #6 wood 0 SCREW y E XTMIOR ULM] D APPROVED �F ° SEALANT 7/16" MIN JAMB INSTALLATION DETAIL BEHIND FIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACE NOTES., 7/16" MIN 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, EDGE DISTANCE NOTSHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE #8 WOOD WOOD DESIGNED IN ACCORDANCE WITH ASTM E2112 SCREW FRAMING 1 1/4" MIN. BY OTHERS SIGNED:06/23/2015 EMBEDMENT APPROVED E.sreRNnncmEcn,w.fiv 3 SEALANT VERTICAL CROSS SECTION °` �� l�o�`>� D"amu CRY BEHIND FIN WOOD FRAMING OR 2X BUCK INSTALLATION .. reu � G°RrMxEn6.il°xM3%1] ��, , GENS•_ �? SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW (XO, OX) 74" E 6IL =Q INSTALLATION DETAILS Grp� TAT DRAWN: OWG NO. REV -�.,y�(�s EOR`U�Gam \ 08 SCALE NTS DATE 11/17/14 SOn ET77A OF 7 /!/'S��A�1��\\,