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WS-14-2690 (2) Miami Shores Village4Building Department De artment DEC 1 1 014 � g p 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 -- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. ti-t2—S-- PERMIT APPLICATION Sub Permit No. e.- UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING [—] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP // CONTRACTOR DRAWINGS JOB ADDRESS: �e// �� / City: Miami Shores County: Miami Dade Zip: 33l S 0 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): (J�' ��`�.[t� Phone#: 7775Za2 0/35 Address: 4?971 MV V City: & L a- 4" v` _ — State: ( � Zip: _ o^ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ��Jl� Com/ � �V Phone#:�G l Address: City: State: Z Zip: Qualifier Name: '� "c S Phone#: State Certification or Registration#: CT� /-5�/y4 3 Certificate of Competency M DESIGNER:Architect/Engineer: d:5Phone#: Address: City: State: Zip: Value of Work for this Permit: ® Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replacq ❑ Demolition Description of Work: W`Ai OW—C aA,111511 Specify color of color thru tile: Submittal Fee$ '03 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absen o such posted notice, the inspection will not be approved and a reinspection fee will be charged. P-- Signature Signature -11: AGENT C TRACTOR The foregoing instrument was acknowledged before me thisThe foregoing instru nt was acknowledged before me this day of oec % Xlt 20 Z 7 ,by �� day ofQ Z61,19'Jr'2 ;20 `� by U � `143 '9`-, who is personally known to c '� z6`'r� ,who is personally known to me or who has produced )!5L-1 /:--> as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: �4' NOTARY PUBLIC: Sign: Sign: - Print: Print: Seal: ��d�,°° '' Seal: ��ti1901,�.�� Zlz APPROVED BY l Z �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) . ... . . ... % .. % .. Hdp . . ... . . . . ... NEIAMNDADE . . . .• • . IVE[AA I DADE COUNTY • • • • •PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIIIg 1fiS•0URffS�ER) •:. 11805 SN 26 Street,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T 1786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.govieconomv Eco Window Systems,LLC ...• • • . . . . . .. . 9114 NW 106 Street •• • Medley,FL 33178 •• ••• •• 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 atter 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 alsetitxt that thi i pWtduut tai ata tWINI P411b ttt tttWft OR;1V}u1WKt1aata twfuu applluable bunrabig t mdo. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RE,NEWAL 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. TERMI ANION 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 Oficial. This NOA renews NOA.#13-0206.05 and consists ofthis page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 14-0317.03 nearit�aoa couNTY Expiration Date; June 17,2019 114- Approval Date: April 10,,201 4 g ' ... .. .. ... Eco Window Systems,LLC. NOTICE OF ACCEPTANGr& 0-:"O E.SIB11 ITTED . . ... A. DRAWINGS :06 00 1. Manufacturer's die drawings and seepvns: : : : : : • 2. Drawing No W09-20,titled"Eco-CjdaW1 et ss-?a0 Zum.Sixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision U dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Iavad Ahmad,P.E. (Submitted urader previous NOA#13-0.206.05) B. TESTS is Test r pow on: 1)Ay:M-11tration Test rc�FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 971/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2192A,dated 01/15/09, signed and sealed by Candido F. Font,P.E. (Submitted urader NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted utider NOA#09 0413.08) . 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08 2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under.NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 518"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-08-2194,dated 01/15/09,signed and sealed andido F.Font,P.E. (Submitted under NOA#09-0413.08) . . Manuel B7.03 Product ControlNOA No. Expiration Date: June 17,2019 Approval Date: April 10,2014 •E-I ... Eco Window Systems,LLC. NOTICE O1!ACCEPTANei: •,_VmEI�DCE.SI1BII ITTED • • B. TESTS tcoNnNuEDl .. ••• • 6. Test reports on: 1)Air lnfilhration'Fest3 perF12Q�A 202,N 2)Uniform Static.4tr PrCsmp T st,� .oadidg per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 102-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08.2195A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09 0413.08) C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 01/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under prepious NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite@ PVH Interlayer"dated 04/11/13,expiring on 12/11/16, 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 17,2014, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance,complying with FBC-2010,and of no financial interest, dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Subinitted under previous NDA#12-4223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05,issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window---L.M.I.,approved on 05/02/13 and expiring on 06/17/14. Manuel-Perez.. Product Control Eam7100;N0A No.14- Expiration Date: June 19,2019 Approval Date: April 10,2014 E-2 r � • • ••• • • • ••• MIAMI-DADE .. . ... ..• . . 14 L"HDADECOUNTY . . . . .. . 0 • • • • • • a *PRODUCT CONTROL SECTION DEPARThIENT OF REGULATORY AND ECONQt11Qb ESOURCES*RER) '•: 11$05 SW 26 Street,Room 208 BOARD AND CODE ADNIHOSTRATION DIVISION • • ••• • ' "' 'F(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NPA 1! WWW.MiamldRd&A0v/e¢on8mv •'r• s Eco Window Systems,LLC '. ;.: *% 0 : �. 9114 NW 106 Street • • • •• • Medley,FL 33178 000 • ' ' ' ' ••• •• swPE: 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 with the Florida Building Code,including the High'Velocity Hurricane Zone. DESCRIPTION:Series'Teo-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,tivith revision D dated 02/12/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, naodel/scries, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N 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 revises and renews NOA#13-0206.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMFDAOE CttiUNTY NOA No.14-0317.01 Nyman Expiration Date: May 27,2019 fZ4 1 Approval Date: April 10,2014 Pagel • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• Eco Window Systems,LLC. NOTICE OF ACCEPT N�: • •EMbW!j AMMITTED ... ... ... ... ... . A. DRAWINGS .. ctnl. 1. Manufacturer's die drawings a0d%.,,cii ...• :0.00 .. - .. 2. Drawing No W09-08,titled"Edo43d5&es-a00 Albm. S.H.Wdw.{L.M.I.}", sheets 1 through 6 of 6,dated 02/12!09,with revision C dated 02/06/14,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Mlaaile Impaat Teat per F$C,TAR 201-04 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FT"635,dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A,dated 01A5/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09 0312,08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08 2227,dated 01115/09,signed and sealed by Candida F.Font, P.E. (Subtrutted tinder NOA#09-4312.08) Mansex,P E. Product Contr 1 xa ner NOA No.1 - 317.01 Expiration Date: May 27,2019 Approval Date: April 10,2011 - E-1 .. .. . . . % .. . . . ... . . . . ... Eco,Window Systems,LLC. NU11UEOF ACQ Y'r&NCB: . *:XV`tDJ-lV%SVJJMITTED ... ... ... ... 000 • B. TESTS (coNnNuED) 5. Test reports on: 1)Air Infi1tr4;1&js>r ga Ff1q:tAj*202-94 2)Uniform Stafic:Alr Pr&sWw Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FUC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08 2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subtnfffed under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201.-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX ahuninwn horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candida F. Font, P.E. (Subinkfed under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submiffed under NDA#09-03.12.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230A,dated 01/15/09, signed and scaled by Candido F.Font, P.E. (Subtttitted urates•NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with.marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subinifted under NOA#09-0312.08) Ma iael ere ,P.E. ProductCont l E miner NOA No. -0317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-2 1 . • • • • • • • • • • JRco Window Systems,LLC. NOTICE OF ACCEPTANT: •--EV-MENOC SUDNIITTED 000 000 000 0:0 0:0 C. CALCULATIONS 1. Anchor verification calculatiefig atiMsOctiVal Mdlysis',complying with FBC-2010, dated 02/24/14,prepared by AlfVCP C;o ,rad•ion,signed and sealed by Javad Ahmad,P.E. •• • • • • • 000 .. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. . for their"DuPont Butacite@ PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Chief,Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03,issued to Eco Window Systems, LLC for their Series".Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 05/02/13 and expiring on 05/27/14. i i i i I Manuel Pe z, E. Product Control xam er NOA No. 1 - 7.01 j Expiration Date: May 27,2019 Approval Date: April 10,2011 E-3 i � I i MIAMI-DADS •:' MIAMI-DADS COUNTY s : : :•: : PlIODUCT CONTROL SECTION DEPARTMENT OFPERMITTING,ENVIRONMENT,AND REGeCAT&Re-0 : : : : .:. 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida.33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) '•: • •; •; •; www•miamidade.pov/pera/ ECO Windows Systems,LLC 0.0 0.0 0.0 0.0 0:0 9114 N.W. 10e Street, Medley,FL 33178 000000 goo 0 .. . 0000 . . . . . ... . . . . 0. . COPE: . . • • � �• � This NOA is being issued under the applicable rules and regWatitn$g"oArlli4g thq.use bf construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-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 . e. . . , , . , P. -I., ..... . . .. ... . . .. TPA.e. .. . .1. .. ...- - -t 1.-1.--!l-- i. cors cs proauct or maceriai ceswu for q _. . _..uarry assurance purposes. it tnis proauct or material iasis to perrorm 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. PERA 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 Hunicunc Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,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: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0402.03 raftraea counirtr Expiration Date:July 19,2017 Approval Date: July 19,2012 �`�� Page 1 ECO Windows Systems.LLC •• •• . .. .. ov . . . . . . . . . . NOTICE OF ACCEPTANCI~. E*BbNC1k AUBMAMD A. DRAWINGS .. . . .. .. .. . 1. Manufacturer's die drawings and s&tiouS 2. Drawing No.W12-08,titled"Series 698 Ahnn Oa6wai?Entr4=Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Apmat F.E, ;. :00 .. . ... : . . . .. . B. TESTS • . .. . . . . . ... .. 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-12-33579 HETI-12-3358,HETI-124003,HETI-124003 and HETI-124027dated 03/16-26/12, all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation,dazed 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda, P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/14/11 and 02-21-12 approved b PERA. Ise. 1-a4 . Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 • • ... MIAMI•DADE r Fr;, � ; ; " •; • 14Il"R DADE COUNTY j.RObIL'T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOh RURS( :'�" •• 11545 SW 26 Street,Room 208 BOARD AND CODE ADIIUNISTRATION DIVIT(786)315 2590 F(786)315-2599 NOTICE OF ACCEPT '' * • ';'.. www.mlam1dade.goWeconomy Eco Window Systems,LL� ' "• A ;.i `;1 •• 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being is d uder_ applicable rules and regulations governing the use of construction materials. The documeuta mitted 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(AHD). 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 with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series "Eco-Guard 500" Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W11-05,titled"5-500 Alum,Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA#12-0223.27 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. e�MtoAoacoM r r r NOA No.13-0206.07 Expiration Date: May 19,2016 Approval Date: May 02,2013 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE:: ES2C119 CE SUMUnED A. DRAWINGS '• .. 1. Manufacturer's die drawings and sectign9'� i 00• 0• 2. Drawing No.WI1-05,titled"S-500'Ali6;. 66"g Wdw. (L.M.L)", sheets 1 through 6 of 6,dated 02/23/11 with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. H ?,TT-10-3140,HETI-10 3141,HETI-10 3142,HETI-10-3143 and HETI 10--3144, dated 12/29 30/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2007, prepared by Al Farooq Corporation, dated 03/01/11,signed and sealed by Javad Ahmad,P. E. (Subndfled under NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to EX DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Subini ted under previous NOA#12-0223.27) G. OTHER. 1. Notice of Acceptance No. 12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window--L.M. approved on 05/03/12 and expiring on 05/19/16 Manuel E=020637. 71�Product ControliNOA No. Expiration Date: May 19,2016 Approval Date: May 02,2013 E-1 • •• ... • 0 ... . ; 37" WINDOW WIDTH I 35" '; ••� •: •; �� • VENT WIDTH 0 �j. •i• i•• • i i•i 29 3/8" iii y'T ••• ••• •:• • FALSE MUNTUVS �y 1 1/8" TEMP. GLASS • (SURFACEMAY BE USED0 __\ D.L. OPG. i Q 1/8" HEAT STREN'D. GLASS ' 1/8" MEAT • !GLASS tl �E�Q i~ d 8U ACITEE?VB BY 'DUFONT'LAYER .090 ACITE PVB BY 'DUPONT' �� /NTERLAYERf a U,2 a 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS =-_ - 04,12 4 ap o SILICONE SILICONE C / D Z 4 DOW CORNING 899 DOW CORNING 899 _�___�- oe \ It 19 �� SETTING BLOCKS AT INSUL. IAM. GLASS B L1 TOTCLEAR BLOCKS CH GLAZING BEAD LEG ir co GLASS TYPE 'A' GLASS TYPE 'AA' z M 8 POINT LOCK GLAZING OPTIONS , �° MAX. I a HEAD HEAD ILL Z LOCKING POINTS SILL CORNERS §y` ,^ SEE CHART No. OFPICAL ELEIATION U -' SHOP DRAWING / SUBMITTAL REVIEW "ro UPioG'i' ATEPERS SASH � w P,?p�OVEO APPROVED WITH CHANGES NOTED 28" 2 38-3/8' 3 ❑ REVISE AND RESUBMIT ❑ REJECTED: — SO-S8" 4 ECO---GUARD SERIES-500 63" 6 cUg',�!-Ta! VIAS ^rtE��;c:^:ED FOR DESIGN CONFORMITY AND :.!d"c�'ci�! 76" $ � ALUMINUM OUTSWING CASEMENT WINDOW �N�CR''j:C To CCNRVING DCCUhtEr.Ts CNLY. TNS C TPJ!C SIC .s o -"'-C";S;_'.E Fo::COP.-IRNiNG AND CCRREL.4T!NG DIMEPlS!C:S::':La s,_s= C � APPROVAL, APPLIES TO SINGLE UNITS OR SIDE BY SIDE -s ° FABR CATIC^ a A:":G -n,c�ss cs CONS?RJOTi �. ccCRD;NATlON or HIS a•,._:t<vaTH CTH_� MAXIMUM DESIGN LOAD RATING n + 70.0 PSF COMBINATIONS OF CASMT'/CASMT OR CASEMENT WITH OTHER -�_ AND'FULLCCMPLiANCEMTHCC';TRACT OOCUMENTS. (FOR SIZES SHOW14 OR SMALLER) -- 75.0 PSI` WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING $ MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. GY - -- LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. SAT~ -- � m � ,. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE CSpace Architecture and Design Inc. s REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED POR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER _ c LOADS TO THE STRUCTURE. ANCHORS SHAD. BE AS LISTED, Engr. JAVAI) AFiF PRODUCT REVISED � _$ SPACED AS SHOWN ON DETAILS ANCHORS FIA PE 111 70592 as complying Hath the Fbrlda v EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 38 AcceptancCMW e IVO Lau $, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE B. I-prnlion Data {a NOT PART OF THIS APPROVAL. NOTE: 13 fi A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W00p ONLY, GLASS CAPACITIES ON THIS SHEET ARE drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT BASED ON ASTM E1300--04 (3 SEC. GUSTS) 2�� W1 1 —05 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05-DEC-219 sheet 1^of R TYPICAL ANCHQRSIsy -SEE ELEV. e • • i•i •••• • YIdOD BUCK FOR SPACING ' •:' : • STRUC'I't•N k TYPICAL ANCHORS a SEE ELEV. ----------------- FOR SPACING 1" --�7 �I . , 4•e r 4.4 ••• ' • � • . ; I!MIAMI--RADE COUNTY APPROVED 1 I r d a. 4 a••• • ! I p $ e' e' • • • •. • • I IMULLtON & MULLION ANCHORS I! z a . . a a . a e.:'e 4 • �' ..••e! ': • •• : • ! ',SEE SEPARATE NOA • • ItE I • • • • • • • •• eco. U. • A/� R � / 10 • cy ^ 8ttQ4 •� 2 TYPICAL ANCHORSco TYPICAL ANCHORS SEE ELEV. m I�g SEE ELEV.9 FOR SPAC!G FOR SPACING LQ4 z ii ii Q u3 li TYPICAL ANCHORS: SEE ELEV. FOR SPACING = ' q , WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. U r MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1I4" DIA, TAPCON BY 'ITW (Fu-120 KS1, Fy=92 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRACON 8Y 'ELCO' (Fu=+177 KSI, Fym155 KSI) a®o if INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD .. �i THRU 18Y BUCKS INTO CONC. OR MASONRY w oo� 0 Ij i. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY � �j F. � fiy a DIRECTLY INTO CONC. OR MASONRY Q a►;i o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a Z if r (GRADE 2 CRS) � "y W � I e INTO METAL STRUCTURES O ' a STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) U �w !' ! ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) N W a'2 r ' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I' I #12 SMS OR SELF DRILLING MEWS (GRADE 2 CRS) if i I r. INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") a g (NO SHIM SPACE) la I. 01 n i 13 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE = I" MIN. �' $ 2 17 INTO METAL STRUCTURE - 3/4" MIN. ZD CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. o a I ^ t ^ - Engr. JAYAD AHMAI) PRODUCT RMUD e ' 4e e a T 6ciVIL as CalgplyiRg%YItI1lIx6la�lt1� " N j o e d a { C.A l3./ 82 Building Code Acceptance No 1i a. d _ .. d a e °'. ®• D o a a: v p' - o { !ration Date11i $ LU `v o^ { a TYPICAL ANCHORS 4ICAL ANCHORS" By a .4 •1- SEE ELEV. ° 1 BY SEE ELEV. Mlami cele Product Control: drawing no. FUR SPACING FOR SPACING �� ,At� .� ^05 V100D BUCK YY sheet 2 6 of 6 11 1/4° MAX. 1/4" MAX. •: .•• SHIMS' 1/4° MAX. SHIM : •• •: •� •: : SHIM 0 c g 8 TYPICAL ANCHORS ITT .• v ' 'EYPE`ICAANCHORS 2BY WOOD Btl5e P � ° SEE ELEV. • • • • • • • •• FOR SPACINGdo FORSPACING ----� ------------- v St R Q Pq • • • • •• ••• .R .+ META1 — — ,o ——— — — — — — — — 4 STRUCTURE — — — — — — — —— — O h 80 7 19Y J tS! 1 8 , WOOD BUCK EXTERIOR a SE ELEvNCHORS Q g FOR SPACING D.L. OPG. VENT WIDTH WINDOW WIDTH N t_3 a3 3coM � MIAMI—DARE COUNTY d APPROVED MULLION SEE SEPARATE NOA31:_ 4 ANCHO Z � TYPICAL E ELEV . ORS PACING gi O `t U rw Ir---i I II I1 old 11 11 z r N M7 WINDOW WIDTH WINDOVI WIDTH o •� � oo � cam v ■ Engr. JAVAO AHFMAD Pk0DU07`RBVLS8D u B CML as complying♦vilh the P!orlb FLA. PE'70592 B:eilding Code c r CAN. 38 Aomplance No / - /3 17 ` ` � &o!Fralios ?ate ay mn11 �ea drawing no. JAN 15 013 wi l -o� sheet � of 6 • ... ; � • • .•. : MET SiRtJCTURALE t�:.w--_-� ----- TYPICAL ANCHORS `I MIAMI-DADS COUNTY APPROVED t e SEE ELEV 0 ' FOR.SP CJNG • • f t MULLION & MULLION ANCHORS I I Z 3 e e•e b ; • • s '; • • ; t j SEE SEPARATE NOA .. a e. •-• -• ; I I l i g p, ' e.e• e �I I� � !L •• � LL --- _ __J� O O O• • . • a 15 It ALT. �aaa TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. J ti FOR SPACING FOR SPACING d N uj ooh 1/4" MAX SHIMS ALT. 2!§ ' ]5 Oda • y W rnLd s a. d TYPICAL ANCHORS c • o SEE ELM FOR SPACING a TYPICAL ANCHORS n �` SEE ELEV. FOR SPACING ,d e o p0 V 4 m V ALT. � Vf INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9r AHMAD PRODUGr RKWED FLA. PE L 74592 as complying with the Florida CAN. 838 Wilding Cade T , Acceptant:No C3 f v v- FAX iraHon Date i� Ll no r—b 11i O D P i• Miatni ado Product tro� 7d;rowing tw.1 -05 sheet 4 of 6 r-2.750 i i•i • ITEM PARI' # QUANTITY DESCRIPTION MATERIAL MANP./9UPPLIBR/REMARKS I • ••• • • • i •i• 1 E501 4 FRAME HEAD/SILL/JAMB 8083-76 .500 • 2 E502 4 VENT 6063-T6 1.330 •: • • •: 3 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063 T8 Z i • •+ i • 3A E505 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T8 - po 062L ••• ••• •i• •.• •i• •• 4 ENS AS REQD. SNUBBER - VENT, FULL LENGTH 8063-T8 1 4A E509 AS READ. SNUBBER - FRAME, FULL LENGTH 6083-76 - 6 .078 2.821 •• • • b E506 OPTIONAL SCREEN FRAME 8083-T5 ^ Q V 1.893 ••� !•: i•i i•• :•• ••• 7 0 10 X 1-1/4' AS REOD. FRAME AND VENT ASSEMBLY SCREWS ^ H WH SMS .• • + • . • 8E203 AS REOD. BULB WEATHERSTRIPPING, DUROMEfER 65 SANTOPRENE ULTRAFAB ••• •• • • • • • • 9 E203 AS REDO. GLAZING BEAD BULB. OUROMETER 65 SANTOPRF.NE LII.TRAFAB 8i t 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) /10 X 5/8' SDS o o 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAKTRUTH Q a Q b t�t FRAME HEAD/SILL/JAMB 12 - 6/ VENT KEEPER STEEL - C 43�a 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH i 2.354 14 PSAO-SS 2/ CORNER ffMW/VENT CORNER KEY Sr. STEEL - w-: 1.334 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T8 OPTIONAL j Z 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS Q 17 010 X 1-1/4` 2/ SKATE FH SOS SKATE SCREWS I8 #8 X 3/4" AS READ. FH SMS SNUBBER SCREWS -- IN PAIRS Y APART, PAIRS SPACED AT 7-3/4" O.C. I9 - 2/ LITE SETTING BLACK, 3/16' X 3/4' X 4" LONG NEOPRENE AT r FROM EACH END. DUROMETER 65 2'094 .372 20 FLS-50 ^ GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE .,, .062 2.813 .696 P SEALANT: .719 .590 J ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1.582 SCHNEE-MOREHEAD SM5504 SEAM SEALER. w 00 2.6s8 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. m VENT A 0 a� a LOCKS az .SOD .7 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 3:: ,. bt9 .769 AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2n FROM SILL g 0 -LLI _j o " 2.611 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. W .803 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES u' 15 FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1- P PH SMS 1.047 1.780 STAINLESS STEEL KEEPERS #31964.92 AT VENT Q GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS .493 SEE CHART ON SHEET 1 FOR QUANTITIES 130 1.750 0, HINGES: 4 13AR ST/ST HINGES #35.12.00.400 BY 'TRUTH' .045 LOCATED AT TOP AND BOTTOM CORNERS 493 FASTENED WITH (2) #1.0 X 5/8" P PH SELF DRILLING SCREWSLin 1.172J o v N OPERATOR: gas 0 GLAZING BEAD (INSUL. LAM. GLASS) (14 CORNER KEY o o a m SINGLE ARM ROTO OPERATOR X52.13.012 BY 'TRUTH' ` c LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS 245 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL Engn. JAVAD AHMAD PRODUCT RBVL9W s FASTENED WITH (2) #10 X I- P PH SMS FLA PE1.S 70592 as complying in vAlb dw VW`� � C.A.N. 38 8 14 [i.�piration.bate aeo .120 780 .t 20 Accepia�tce Ido h ANTI—SAG SKATES: o I VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' gn 'Y .720 l4- 1'256-�I (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS l�Y� `rlian�i �+eProductCoMrol drawing no. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE W 11 -05 5 SNUBBER -.VENT (4A SNUBBER -- FRAME EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. sheet 5 of e ' '• • eie • • • eee ee e • • • •es • • • • V • • • • • • eee C I • e P e: :•: • e: •: a •: • • 0 h _ eee eee eie eie eie e•� _ tttVVV 0. •• 14 � oo e• iei •e• iee �ee ee �} � v U i � • • • ie• �• ee SPk ae • i •ee i i see as 0 d t3 14 c IL it< a .0 3,iiQ r / J z I •^ 1 W i O P• 1 I � Z ,W} I � � z p e}J v d U �w VENT CORNER FRAME CORNER o U! M C � e En9r. JAVAO AMIAAD :)RCOUCf'REVOW p CML is complying with On FWda N RA PE # 70582 SuUdiu$Code C.AA 3 36 Acceptance Na C, Expiration bate -y � v C dtluni ad*Product Co Iron Browing Igo• p,� t 5 24t w 11 -05 sheet � of 6 .. .. •. .. ': o ' ' ' "' • • • 1/8- HEAT STREN'D. GLASS 3/16° HEAT STREN'D. GLASS 0 see • • • • • • • • .090" INTERLAYER .090" INTERLAYER N • • BUTACITE PVB BY 'DUPONT' BUTACITE PNB BY 'DUPONT' Z •.• ••• •• •i •i i O J • • • • ' ' ' %: 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS �m •i• i•• •i• •i• •i• i � � � 0. W SILICONE SILICONE z 1>b DOW CORNING 899 m DOW CORNING 899 Q C v •• • • • •• ••• •• N 26 i 26 • • • • • • • • ' 14 S 4 SHOP DRAWING / SUBMITTAL REVIEW � I � I O a APPPOVED ® APPROVED WITH CHANGES NOTED ' /' `� ❑ REVISEANC RESUBMIT Cl REJECTED: � \ / \ / SETTING BLOCKS AT LAM. GLASS O READ. FOR WIDTHS EXCEEDING 36" ONLY. ., J SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GENERA! NOTCH GLAZING BEAD LEG TO CLEAR BLACKS CONFORYANCE TO CONTRACT DOCUMENTS aY ^ ^ E TS OS_. THE CONTRA�TvR 15 � , e � RES'PONS'IBLE FOR CONFIRS'ING AND CORRELATING DIMENS10%S AT JOB SITES GLASS�nmE G1 GLASS TYPE G2 FOR TOLERANCES,CLEARANCES,QUANTITIES.FA5R,CA,T ON PRCCESSES AND TECHNICUES OF CONSTRUCTION.COORD!NAT105 OF HIS WORK WITH OTHER V TRADESANDFULL COMPL IANCEbVITHCC';TRACT DOCUMENTS. v J BY: -- 1/8" TEMP. GLASS J In 9, B" AIR SPACE DATE: lam'/2 d P; 11W HEAT STREN'D. Gi.A55 v C%Sopace Architecture and Design Inc. .090" INTERLAYER (n w SAFLEX IIIG BY SOLUTIA I... N r A 1/8" HEAT STREN'D. GLASS $ co� N SILICONE 0 O 1 z DOW CORNING 899 Z G� to a 26 ST. STEEL Z m METAL SPACER cn0 J v is 4 8 U a � asslucoNE SERIES 600 � �\ �� ALUMINUM OUTSWING ENTRANCE DOOR SETTING BLOCKS AT INSUL. LAM. GLASS SINGLE (X) AND DOUBLE (X)O LEAF DOORS SEE SHEET 2. _ .- NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. 09 LOWER VALUES FROM SIDELI1rE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. �r4+�ts�lblse DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION L RESISTANCE IS REQUIRED. _ N 11r1�!l11�ef4 � � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE H O REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). C d 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Engr, NAD AHMAD c ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. " EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA.C.A.N.PEIf 53B70592 o M ' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE � Y NOT PART OF THIS APPROVAL. a v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ' cl— Z MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT drawing no. !2 W12`08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE � REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 1 9 • • • • ••• U 39 3/4" MAX. • • • • • • :0.0: • 76" MAX. FRAME WIDTH • • • • : : FRAME WIDTH I N HEAD & SILL ANCHORS Z • . AT STILE ENDS O J • • • • (4) AT 3" O.C. �.. 12" i •• i � � ••• 12" � W • 5" MAX. HEAD MASILL X. ••• ••• ••• ••• ••• • 5"-MAX. HEAD MAX. 0.CL O HEAD/SILL � A HEAD/SILL .. CORNERS CORNERS A ��' '�` SILL •• • • • •• ••• as LL / 0 0 a 0 ago ode / I \ cIr II II a a a O u o O °� �� II LOCK OPTIONS F l=y=_= LOCK OPTIONS ___ SEE EET SEE SHEET 7 �- / IX/ /� \ W 113 II , �' ✓� '�'� N $ --- ----- cm o) --�---- W i^A II / I _. II w ___ 1,5 ago /cf /E3 ii \\ // waft o O or ACTNE IYr INACTIVE I ACTIVE 1 p� z •• (nEn � ! • i W O � 2 u � W SURFACE APPLIED I mg SURFACE APPLIED W W am W FALSE N26 FE 1 215 DECORATIVE D.L. OPG, DECORATIVE GRIL- D.L. OPG D.L. 6 MAY BE USED MAY BE USED NOTE: 37" MAX. 37` MAX. EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL. (X) (XX) '21 a DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOUBLE (XX) NOTE: DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE FRAME LEAF I FRAME FRAME LEAF FRAME BASED ON ASTM E1300-04 (3 SEC. GUSTS) EXT.(+) INr.(-) En.(+) INT.(-) AND FLORIDA BUILDING COMMISSION WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT DECLARATORY STATEMENT DCA05—DEC-219 0 1 m 39-3/4" 37" 98" 70.0 75.0 76" 37" 98" 70.0 75.0 m o g L 0 Q GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engr. JAVAO M" n p Q CML D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813- FLA. PF. 70592 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125-)/2 CAN. 88 � � L�jw drawing no. JUN S 2012 W1 2-08 sheet 2 0f 9 1 • •• • • • •• •i 'ice O DItiBYGN LOAD CAPACITY - PSF ' ' ' • • • • • • 148" W SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORSWIDTH (SEE i •i• i i i i •i• FRAMENOTE BELOW) HEAD & SILL ANCHORS �y SIDELITE SIDELITE AT STILE ENDS FRAME FRAME 1YITHOUT WITH CLUSTER OF (4) AT 3" O.C. NFZ J REINFORCING REIORCING•• WIDTH HEIGHT • ••• •: •: .; ; 12" _ • • • • • . (4) ANCHORS INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(_� •' ' • • ••• AT I1EAD/SILL 12" F/,A a I • • 3' MAX. a 24 70.0 75.0 70.0 75.0 ••• ••• •i• i 5" MAX 30 70.0 75.0 70.0 75.0 HEAD/SILL _ HEAD p v CORNERS F �� \ ��_ SILL 36 82 70.0 75.0 70.0 75.0 • ' i i ••• i•• i" •" Q. f7 37 70.0 75.0 70.0 7$.0 • i'i i i i•' i• '• � � � � 42 61.7 66.1 61.7 66.9 • • • • ••• i i i•• ••' _ I I! G h I I 24 70.0 75.0 70.0 75.0 i i �� / I i i 30 70.0 75.0 70.0 75.0 i i i i / j j \ O 4 36 86 70.0 75.0 70.0 75.0 ii y117 / iii ; \ \ hp 37 75.0 70.0 75.0 a 42 81.7 66.1 61.7 66.1 I I k1 I I \ 24 70.0 75.0 70.0 75.0 I I I i l E I l \ J a _ v 30 92 69.8 69.8 70.0 75.0 I I 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 �•fy, �• / . a/ . / 24 / II Il j /� i I C3.• � t� m . . . op • N UJ a 30 98 57.8 57.8 70.0 75.0 °' 00 o I ` i l i i �� 4 �/ iv ' I Jth I 36 53.1 53.1 70.0 75.0 _=--JL__==^ _-__11_.____ I I O g 37 52.4 52.4 70.0 75.0 REINFORCING II I I I t1) AS READ. SEE CHARTII II i i LO K OPTION Do I I I I\ I I SE SHEET N rZ r it G II 1 I / QOM N B I I Z L INACT IVE 1 I ACTIVE $ Z Vf Q 0 v SURFACE APPLIED a m W rn L SIDELITE WIDTH DOOR FRAME WIDTH FALSE MUNTINS OR 32 3/4" 26 15/1 6" 26 15/16" d DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L OPG. W v MAY BE USED 37' LEAF WIDTH NOTE: SIDELITE FRAME WIDTH 76" MAX. g FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT D0iUBLE DOOR FRAME WIDTH C LOWER VALUES FROM DOOR OR SIDELITE CHART (OXKO) � v 2. WILL APPLY TO ENTIRE SYSTEM. �Nezruli 19. 11- 0 Ilfrt�sll► GLASS D.L.O. DIMS, *.-L44� c D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" .°��- 0 a D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438' o N 60 Engr. JAVAD AHMAD M e _o CIVIL. FLA.-PE /.A. _70592 o CAN. 3538 6 NOTE: a GLASS CAPACITIES ON THIS SHEET EkRE It LE Ll J BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION ,SUN .2 2012 DECLARATORY STATEMENT DCA05-DIEC-219 W� Z-OS sheet 3 of9 k t • • • • • • • • • • 28Y WOOD BUCK �V W ! 9/16" MIN. TYPICAL•ANC110RS, ••• • • •EDGE DIST. 1BY OR 1 THROW BOLT EDGE DIST. SEE EUVATICas6 . ; ; •• WQOD BUCK METAL Do I PENETRATION FOR SPACING ' 0. .664•. WOOD STRUCTURE Do a' SEE NOTE SHEET 1 1 ''° e; •' - s;> s �. • .<.. ° ' d d ,• 04 EDGED EDGE DIST. STRUCTURE $ a 10, tL ••• • • w L w ' U g I Lu A.91- 26 O i 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q�0 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 0 Q Q FOR SPACING FOR SPACING FOR SPACING 0 h a LrI' ��lD I MIAMI—DADE COUNTY APPROVEDI � 1 CUPPED MULLION III J ISEE SEPARATE11 N A Q 1 I Im Ln II II JU o o � J w N GLAZING OPTIONS W SEE SHEET 1 CAL ANCH T ELEVATIONSORS �} W CD d a' FOR SPACING (/11 N 130 F, 1iJ = O O O M in z WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 0 .- I IJi W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z lJ WAND TRANSFER THEM TO THE BUILDING STRUCTURE. Q 3 z O J v C� W CD 2 i TYPICAL ANCHORS: SEE ELEV. FOR SPACING la- DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD I THRU 1 BY BUCKS INTO CONC. OR MASONRY e 1-1/4- MIN. EMBED INTO CONC. OR MASONRYD a NQA� 1 C 7A 7 I 1 DIRECTLY INTO CONC. OR MASONRY MiMeliOwUeT�diL'o7at>♦v] ru, 1-1/4 MIN. EMBED INTO CONC. OR MASONRY X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ® 26 a INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 2 109 e i i INTO METAL STRUCTURES '� o ►- c 25 a 1 ALUMINUM STEEL : 1/8" 1/8"THK. MIN . (6063 T5I MIIN.) DOOR DETAILS I I � � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V * J Engr. JAVAD AHMAD 14 a o TYPICAL EDGE DISTANCE CIVIL 70592 1 FLA ::.::.,:: ::::::.°:.::.:.•:._.::I:;:.o:::•.:::•: a INTO CONCRETE AND MASONRY = 2-1/2" MIN. CAN. 3� m $ o a 'Q. V; a . INTO WOOD STRUCTURE = 1" MIN. s ® INTO METAL STRUCTURE = 3/4" MIN. 9L_aj I, EDGE DIST. TYPICAL ANCHORS 1/2" MIN SEE ELEVATIONS JUN ® �0�� drawing no. FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. �D THROW SOLT--" PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. W1 2-08 sheet 4 of:9:)l 9 Vo • � • • i•i • ' i • W • • ••• • • • • ••• O Ile MAX. © 1/4" MAX. N SHIM CONCEALED FLUSH BOLTS $ • • . LEVERS AT STILE FACE SHIM 0 3 •• • • •• •• •• • 1BY R TYPICAL ANCHORS ' ' • • ••• a WOOD BUCK W a SEE ELEV. 16 009 JIVE me ••• • U FOR SPACING 0 26 Too.'*, • : ••••• 0 •• • V :pm TYPICAL ANCHORS a (�Q i ) Q SEE ELEV. 4 Q �p W I FOR SPACING Q all a b .e W 3A 23 '��g W 25 EXTERIOR p ' n i 6qj 19 9 D.L.O. Q 6 METAL STRUCTURE LEAF VWDTH U SINGLE DOOR FRAME WIDTH SEE KSHEET 7S 'n W 1/4* MAX. } W LOCK OPTIONS SHIM (n m 1/4" M;AX SEE SHEET 7 N.- SHIM < OE CONCEALED FLUSH BOLTS CONCEALED FLUSH BOLTS M N 3 LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE 2BY WOOD BU K r-J TYPICAL ANCHORS OR SEE ELEV" - WOOD STRU TURE FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF p EE NOTE EET 1 o ' 26 13 26 _ + W rn g a 24 ------------ P a N O 0 P v W < c P 4 23 a P . 25 TYPICAL ANCHORS C e 11 10 SEE ELEV. a t9 D.L.O. D.L.O. FOR SPACING LEAF WIDTH EXTERIOR c v LEAF WIDTH .N o m E•rte o a DOUBLE DOOR FRAME WIDTH . Engr. JAVAD AHMAD a a_ CML t ( FIA PE70592 c „� C.A.M. 536 b' droving no. wl2-os DOOR DETAILS JUN 2 8 2 1Z sheet 5 of g 9 h 1 TYPICAL A4CF100 • • • • • • • SEE ELEVAONS• : :•: : : : FOR SPACING • ••• • • • • ••• EDGE Z �° $ • • ••• W • • a. 22 0 ., O0. ou F : .•. :•. :•• •.. � o 4 • c� : ••• : : :•• ••• Q 2 0IL 8 a N! � U ul N W � GLAZING OPTIONS REINFORCING SEE SHEET 1 t12 SMS t 8 AS REOD. C-I i* 1/4" RAX, .. O AT 5" FROM ENDS O SEE SHEET 3 >- X U. F- rA / — SHIM, a - AND 11" O.C. MAX. ca 0 Po J pip is Wis = 00 Q 7 z I W i 26 73 23 ,� N U �0 LLJW I a � 1 a I TYPICAL ANCHORS O L— SEE ELEV. FOR SPACING 23 a t4 t5 250IL' F 1 D.L.O. 19 9 D.L.O. U I g rr, 4 EXTERIOR LEAF wIoTH SIDELITE WIDTH DOOR FRAME WIDTH iii N 0Q N N to 2 UNIT FRAME WIDTH N c a © _ + En9n JWAD AHMAD M g N u I dt Z- CIVILIL N �, + - FLA. PE #-70592 j ffftt CA.N. 3538 D e JN drawing no. DGE DIST. TYPICAL ANCHORS2 8 LUI -FOR SPACITI NS SIDELITE DETAILS `' W1208 sheet 6 of 9 e • • ••• • • • ••• O •• •• • i • •• •• • V • • • • • . , , , � ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIERjREMARKS ' • • •�� : : : 1 E601 - DOOR FRAME HEAD/SILL 6063-TB - 1 2 E602 - FRAME COVER 6063-T6 3 E603 - DOOR FRAME JAMB 6063-T6 - Z J •• '•' " •• •� : 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-T6 - 0Lu N • • • i • • • • : ; • ••• 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063-T6 - tmv o. • w • • •.• ••• ••• 0:0 •" ' g E605 - SIDEUTE FRAME JAMB 6063-T6 - p 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - •• i i ••• i • i • ," 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - p us • •• • • . • •• • 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - ••• i i •• i i �,• ••• 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - p M 9 E609 - LEAF HINGE STILE 6063-T6 Qr m�+l7 g 10 E610 - LEAF LOCK STILE 6063-T6 - O ti Q 11 E611 - LEAF ASTRAGAL STILE 6063-T6 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - Q 13 E613 - LEAF CLAMP 6063-T6 4-1/4- LONG $ 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG fil l 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - U o 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDEUTE MULLION REINFORCING 6063-T6 - .. 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. ,. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. LOCKS: _ W �- • 21 FBR914SS CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. � OPTION 1: 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWSDD OPTION df ACTIVE LEAF: 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS s $ tD M - 8 - O o M i' 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC. 24 - 3/ " DIA. THREADED ROD STEEL � � (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB Z W 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E2061S-KN-3020 - BULB W'STRIPPING SANTOP.RENE EPDM �►` Z ,^ 0 AT HEAD AND SILL 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB THROW BOLTS ATTACHED TO LOCK BY 3/'8" CONNECTING RODS U 28 _ _ GLASS SPACER SILICONE FRANK LOWE RUBBER CO. N =�w LOCK LOCATED AT 42-1/2- FROM BOTTO14 W g d INACTIVE LEAF 29 E622 - FLUSH BOLT CUP NYLON - 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2* DIA. THROW BOLTS AT TOP AND BOTlTOM ENGAGING FRAME 31 DL01 WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL " THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS 33 X10 X 3/4 2/ ADAPTER FH SELF DRILLING SCREWS LOCK LOCATED AT 42-1/2- FROM BOTTObd 34 - Z/ LITE SETTING BLOCK, 1/4- X 1/2- X 4" LONG EPDM IAT 6" FROM EACH END, DUROMETER 6515 35 - 2/ LITE ISETTING BLACK, 1/4- X 3/4- X 4- LONG EPDM IAT 6- FROM EACH END, DUROMETER 65t5 OPTION #2• C ACTIVE LEAF: u a CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39--1/4- FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3,/4" FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. N CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.- a o N 1/2- X 2- THROW BOLTS ENGAGING FRAME= AT HEAD AND SILL HINGES •� MANUALLY OPERATED LEVERS MOUNTED OIN STILE FACE c a LOCATED AT 10-5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #'8-32! X 1/2- FH MS 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE 111 / PART ,AFD-107 BY SULLIVAN & ASSOC. Gib INACTIVE LEAF: 3 HINGES PER LEAF vii Z t n o Engr. JAVAD AHMAD &: CONCEALED FLUSH BOLTS BY 'SULLIVAN ASSOC.' BOTTOM HINGE AT 10-1/4- FROM BOTTOM CML co 1/2" X 2" THROW BOLTS ENGAGING FRAME: AT TOP HINGE AT 11-3/4" FROM TOP off IIi a FLIT PE 79592 o M HEAD AND SILL CENTER HINGE AT MIDSPAN (38" O.C. MAX.) 1 S� C.A.N. 538 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH X110 X 1" FH SMS 1 9 u i � OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM (5) SCREWS AT HINGE STILE LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2- FH MS (6) SCREWS AT FRAME JAMB drawing no. NOTE: LOCKS MUST BE ENGAGED DURING W12-O8 PERIODS OF HURRICANE WARNING, sheet 7 of 9 Y • • • • • • �� 4.000 • �'• • • • • • -�{ .130 00 • ' 4i .519 .394 -I I .078 � • • � ' � 625 �¢� •803 .045 .803 .050 .803 045 Z n 3 1.625 .078 • , • S. .• O Zd • 1 4.031 •• • : • : ;• 1.047 F� 1.047 1.172 a I_Y • i•• •i•4.3�4 ••• • IL ^ Imo--2.062-�I 0 '� •• .. ... . t4 GLAZING BEAD 1aA GLAZING BEAD t5 GLAZING BEAD d 0 • ' ' ' ' 5/16 GLASS 7/16 GLASS INSUL. GLASS {�' c a 1 DOOR FRAME HEAD/SILL ••• i '•' i i •• 1,507 a Irl» I-= 4.000� .507-4 � O a Q a g I 7 LEAF TOP/BOTTOM RAIL o 1.625 a' $IL 4.719 {L zy� _ •078 T "+ 3.719 Q W .078 •+ F 4.781 078 1.750 1.507 N 1.500 8.250 U 7,531 '312 4.000 I � 9 LEAF HINGE STILE 062 U W 1.507 5.344 1.750 4,00o s LEAF W'STRIP ADAPTER N00 Ok�4oea v� 1 Z o 0 o M n SIDELITE TOP & BOTTOM FRAME I I 1 ! m D - 2.081 1.750 1.507 I�-1.750-�! 312 .442 .. ./. l� v 3 ay .329 '6 078 078 7A 9° BOTTOM RAIL 12 1.584 U a r Lt O)m 1.812 -�I to LEAF LOCK STILE 1.5071 LEAF ALIGNMENT BRACKET �750� 281 2 FRAME COVER 5.344 -� .687 F.078 375 h�- I I 1.750 2.081 125 0 .050 1.197 1.507 1.574 .125 3.781 IIII 3.719 La .078 .154 fes---4.000-----moi EAF 1s SNAP COVER 11 LEAF ASTRAGAL STILE 9.000 t3 HINGE LB CK-UPPPLATE y 01Cl� 8.281 1.500 1.500 1.250 w .625 - 719 719 SIDELITE MULLION REINFORCING a N .078 Eng,: JAVAO AHAlAD M a o `� # I +n 4.000 Q. I 4.000 1 FLA Pt7Q582 O M S 1.625 4.188 C.A.N. 3E� m � h.078 v° `w' v 2.097 1.507 I I .078 drawing no. aA J u N 9 2012 W12-as 3) DOOR FRAME JAMB 5) S{DELITE FRAME JAMB SIDELITE 9�� BOTTOM FRAME �s SIDELITE SLIP ON JAMB sheet 8 of 9 .. .. . . . .. .. . 22 22uj 2 : .:. 1 N � Q ... ... ... ... ... : / O C U • • • . • • ••• •• cy a 16 1z J aW�� C DOOR FRAME CORNER W M W F, N SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER o O o M Q r . Z � v �W ,2 c � Ij1 199 0 �P j jl Q `y4i�0 r G � 0 0 N N < N � Eng: JAVAP AHMA M CML i W FLA. PE #$ 7 S2 c C.A.N. 3`338 b^ drawing no. N W12-08 _LEAF CORNER sheet 9 of 9 1.60!3 .�8• ••• _ • • • ••• VlINDOVI WIDTH .062 I • • • • •: : FALSE MONTINS .500 • • • � : :.: {SURFACE MPap-9UEDt}. D.L. OPtI. SQ Z4 1.813 T .875 ••• ••• • �. ••• 1.x00 2.811 .062 •• • • • •. .• .• ® V a FLUSH*FRAWA�A(�TEa�t : '. 2.750 one : : ••• : : :•• •••• p w FRAME HEAD/SILL/JAMB n^ ti 0 �+ Ci 1t itt= I Q a .750 3FiImo'i"' Pe': `'�` i s d 5 BNOi" FA,L f-- aY` 11 1 a it C7 IS j, if `'. Q F(�.:? C N Itir'�Jr Ati7 rUl 1 �: a O GLAZING 13EAD i C c� \NC L c` Fh 11 Il V — LCrn' Lln'iC� i 4iCC (rZ�CT e _ -- 1t It �- 1.070 _ 3!="— yY __ .. G 2 f - It .375 I •- • ---- !z✓ —- -_._--_— .asa i L LC Warr Li� ctLire an��1cs «7 Inc.. 11 It too, �-_.._� �� LC (J3 ANCHOR COVER o a_ 6" MAX. 12" MAX. Z HEAD/SILL Hw/SIU. CORNERS O a I.YPmELMTIL N ECC?—GUARD SERIES--30Q ALUMINUM FIXED 3YINDOW DESIGN SOHOWNONGS FOR THESE WINDOWS TO BE AS PERCHAS I1.-.o, D1uS. . g APPROVAL. APPLIES TO SINGLE UNITS OR SIDE-BY SIDE D.L.O. HEIGHT =+ WINDOW HEIGHT — 3.825" COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. WIDTH WINDOW liilDTH — 3.825" p WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI--DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROV/4L, as e4mplyinS Wkh the Pled& WILL APPLY TO ENTIRE SYSTEM. A3ace[deipetgenCce P!s �-� �` m •- � IN F' rieollon Date THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEREQUIREMENTS OFF THE FLORIDA BUILDING CODE INCLUDING HIGH VEISICITY Dy ' ' a 1,00 HURRICANE ZONE (HVHZ). fill fit! )etleConinb WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL 8E AS LISTED SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE 8t SMALL MISSILE iMPACT. Nr: aAv 4 PRODUCT'RLV1S11b C as eomply'ina ift the Florida SHUTTERS ARE NOT REQUIRED. 4JAi ' 8b92 Building Code EMBEDMENT TO BASE MATERIAL SHALL B9. BEYOND WALL DRESSIG OR STUCCO. A cptanoallo f a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE � � ration Dere l4•. � � 4 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO MOOD ONLY. '` y Vis' Mia adaPr at 1fa drawing rt0. MATERIALS INCLUDING 13UT NOT LIMITED TO STEEL/METAL SCREWS, THAT 2413 W09 201 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 Of .. % .. . . . .. .. . [� o •: nl3lll(iT4 LOAD CAPACITY - !' DESIGN LOAD CAPACITY - FSF > `�' o • • ••• • •3/16" HEAT STREN'D. GLASS 3jt5" ANN. GLASS 1i1ND01Y D11t3. OLA8:3 TiYPE 'C' GLASS RY1's 'D' 1TRVt)aY1' DIMS. GLASS TYPE `t:` GLASS 'fYi'S 'D' 1YIDTt1 (W)ILENGTH (L) EXT.(+) TNT.(-) FXT.(+) 1xr.(-) WIDTH-(W) LENGm Ill W.(+) INT.(-) EXT.(+) 1NL(-) .090" INTERLAYER i i •i •i 0V" 11TF��tLAYER 24" 75.0 80.0 solo 90.0 Z8-•1/2 75.0 _80.0 804 90.0 }}.. BUTACITE PV8 BY 'DUPONT' i •• SE!RY6bM By 'DUPONT' 30" 75.0 80.0 _ S0.0 90.0 37" „ 75.0 80.0 50.0 90.0 2 Z ••• ••• ••• ••• �Q 75.0 804 80.0 90.0 53-1/$" 28 fm 75.0 80.0 80.0 50.0 I f 3/18" ANN. GLASS 3j18" HEAT STRL:N`D. GLASS W" 42' 75.0 80.0 80.0 90.0 74" 78.0 800 80.0 90.0 •• • • • •• • • •• SILICONE • . • • • • • • SILICONE 48" 754 800 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 DOW CORNING 899 •• : i i•• • •• DOW CORNING 899 780 80.0 80 0 90.0 37" 750 800 80A 90.fl Q GE SCS 2000 •• • • i •' GE SCS 2000 `54 38-3/8" W 750 80.0 800 90.0 83^1/5" 750 800 804 90.0 1 68" 75.0 80.0 80A 90.0 74" 760 80 0 80.0 900 M ° 4 L� 11 4 1� 72" 75A 80.0 80.0 90.0 28--1/2" 75.0 80.0 800 90.0 O Q c9 g \ [• V 6 ° ® Q 5 I w I :I � •I .I 24 7b0 80.0 80.0 90.0 57" �-5�. 78.0 80.0 80A 90.0 °� if it it II 30" 75.0 SOA $OA 900 53-1/8" 71.3 76.0 80.0 900 O 38" 75.0 80.0 86.0 90.0 74" 71.3 73.1 80.0 90.0 42" 48' 15.0 80.0 80.0 90.0 28--1/2" 75.0 80.0 80.0 800 t 48' 754 80.0 80.0 90.0 37" fir75 0 80.0 80.0 90.0 01012 #8 X 1-114" SMS y8 X 1-114" SMS 84" 75.0 80.0 80.0 90.0 53-1/5" 67.9 72.5 80.0 900 AT 3-1,e2 FROM ENDS AT 3-1/2 FROM ENDS 60" 73.6 800 80.0 90.0 20-1/2* 75.0 800 80.0 AND 10 O.C. MAX. AND 10 O.C. MAX. �" 75.0 804 80.0 90.0 37" 76" 75.0 80.0 80.0 90.0 U GLASS TYPE 'C` GLASS TYPE 'D` 72" 75.0 78.6 50.0 90.0 53»1je" 67.9 89.9 80.0 90.0 I GLAMG OPTIONS 24" 75.0 804 80.0 90.0 � 30" 76.0 80.0 50.0 90.0 � 36" 75.0 80.0 80.0 90.0 42" 80" 78.0 800 80.0 90.0 48" 75.0 8" 800 90.0 � 54" 66.8 71.3 80.0 90.0 t. 60" 60.2 64.2 804 90.0 L O it 66" 60.2 84.2 80.0 900 Z r i W. WIDTH 72" 80.2 64.2 80.0 90.0 •/,, �i 1!'IIMMI WIDTH WINDOW WIOTH innt 24" 75.0 800 800 90.0 75.0 .804 800 90.0 � f�/ 0 I 1 I f 36" 7&0 80.0 80.0 90.0 _ W 1 I 42" n" 75.0 Sao SO.A 90.0 48" 7b.C} 76.6 80A 90.0 I I b4" 66.8 71.3 Mo 900 = AND LENOTH DIMENSIONS CAN Be ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. -J 80" 60.2 84.2 80.0 90.0 r�g 24" 75M 80.0 80.0 90.0 6 WINDOW WIDTH WINDOW W[DTH WINDOW WIDTH 30" 75.1 80{I 80.0 90.0 IDi1C'f 75.0 80.0 800 90.0 �t,6MplyIng with the 1;toh .Acceplance N - ,Ds 42" 84" 70x0 70.0 80.0 90.0 bafdlo8 Code Rs 48" 65.8 65.5 80.0 90.0 Icsplrnifon©ate 54" 54.3 64.3 804 900 $ % 24° 75.0 50.0 80.0 90.0 Alrlaai Ilse Pdudpti Coat .. M 3 Yl. WIDTH 30" 75.0 800 80A 90A ' o e o L- --I 36" 98" 75.0 75.2 80.0 90.0 . NOTE: 42" 84.0 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE = d WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH E 4S" 59.9 59.9 800 904 BASED ON ASTM E1300--04 (3 SEC. GUSTS). 24" 75.0 80.0 80.0 80.0 0 75.0 80A 80.0 90.0 Ear.-dAVAD AHMAO PRODUCT RBVISHD j 108 CMI. 0 complying with 1467Wd6 ot f 136" 74.5 74.5 80.0 90.0 FIR. PE 70592 Boli ft Code c f 42F Bi,S tT.S 50.0 90.0 C AN. 538 ` Accaptnncallo Q,� 8 3L J 24" 75.0 80.0 80./0 90.0 f xpireNan Lsale �1rlf... s 30" 140" 75.0 50.0 80.0 90.0 h i • y ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 38" 74.5 74.5 50.0 90.0 fansl atIBI'fodtlCl drawing fl4. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W09-20 SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheei 2o 5 • ... ... toy Tt1a{CAL�AtQGDIflR�•• • • • �j WOOD t3tiCK Std E4 EOR -*A" : .:. METAL TYPICAL ANCHORS 2 000 BUCK � 1 OR STRUCTURE SEE ELEV. FOR SPACING WOOD ST TURE N 4 a• a d-; :.,;� . MU11dI-GAGE COUNTY APPROVE0 b„ °A a' a '4'A a .- °• • ' • • • • MULLION & MULLION ANCHORS z y . ,r•'., e a' ". q 4�: •�, • • •• • SEE SEPARATE NOAAA 11 I - n 00 :00 00 r �p 2 ji �j � ` 0.Q Q I. D !' 'I 'TYPICAL ANCHORS TYPICAL ANCHORS y� SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 11 •1 e'A II i� II �� TYPICAL ANCHORS-CHO125: SEE Et£V. FOR SPACING I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM t,/4" DA TAPCQN _BY 'ITW' (Fu-120 KSI, Fy=92 KSI) ._.t AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �. 1-3/8" MIN. PENETRATION INTO WOOD it li THRU I BY SUCKS INTO COLIC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRYjj � p a ii 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 14" OIA. TEES OR SELF ONRII,LM SCREWS (GRADE 5 CRS) o INTO METAL STRUCTURES 2 W I IIII STEEL : 1/8" THK. MIN. �FY = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN, (£063—T5 MIN.) � -^s 3• a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r iI Ow 114 SMS QR SELF DRILLING SCREwS (GRADE 2 CRS) Ij iE INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. Q .090") (NO SHIM SPACE) i• 1TYPICAL EDGE DISTANCE INTO' CONCRETE AND MASONRY a 2-1/2" MIN. t: .� n� INTO woaa STRUCTURE 1MIN, INTO METAL STRUCTURE 3/4' MIN. j CONCRETE fa a 3000 PSI MIN, x x C--90 HOLLOW/FILLED BLOCK t'm p 1504 PSI MIN. ii !j SEALANT; ,? so o Hoo ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. a fe 1 I EngY: z�'• ` ,t'•.,: _ ? rea . - i s4aat �e RY i>hB -JALN.S AHdAO PROD 1Cf Rt1t$Ri3 � Rowera FRAPit We 1r1eMdp a 70592 BIIdttg 4 384 I ',Raiding Cotta Acceptance No •-pip �p � Iraiton AcceptAcceptanceh� 132te fLu L:�j 4. TYPICAL ANCHORS I TYPICAL ANCHORS Oy In ttdoPtOtlitctCanko�` drawing n0. SEE ELEV. FOR SPACINO v 1BY SEE ELEV. ti914M PeggP 'ji"i� f YYv�-'2� :.a. WOOD SUCK FOR SPACING �• usheet 3 0# 5 • mu PART # LLBQD. DESCRIPTION • • •.• • lAA�RTAC • -UANF./SUPPLIRR/R8XAIRKS 1 F1f301 2 FRAME IiEADJSItI/JAfdB • 6063—To. •-- 1/8° TNK. 6 css 2 FY-302 AS READ. GLAZING BEAD-- 7,19r GLASS .. .6063-T6. ALUM STRAP Z 3 FY303 AS RE($?. ANCHOR COVER jLW3175• a. 8 4 E203 AS REtLA. GLAZING BEAD-StAt• •.• •• MPREW• ULO(IWAB / .5 FLB-50 t CLASS SPACER 1/0* WOH SIUCONE FRANK LOWE 6 #10 x t" 8 FRAME ASSEMBLY SCBM i a •• •00 • • •PH SFAS 0 — 7 M20 -- FLUSH FRAME AtUAPTER• • • • .Joj:-I8 •OPTIONAL / it ang S VY£LDED Ism JOINTS J MIAMI-DAVE�hiUULLUON APPROVED LIRECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS W ON SEE SEPARATE NOA TYPICAL ANCHORS 'r SEE ELEV. FOR SPACING C0RNF 1D�Al ev UTA w lt1 � TYPICAL. ANCHORS SEE EE£V. FOR SPACING VANDOVt WDTH IMNDO%V $1113TH 1/4' MAX. Sol 1/4r MAX. 1/4' MAR. SHIMS TYPICAL ANCHORS o IT X I sHiM SEE EL EV TYPICAL ARCHORs w w FOR SPACING SEE ELEV. C • FOR SPACING o 3 f ,)RODUCr RENEVa6Fr As c6mplylagwith the Fiona. '�Stldlag Cada Acceptam No METAL piratles Data f o -- STRUCTURE O o 0 0 117I4m lade! uww c m v XS — — 4— Eagn 4WD PRODUCCBMVISED t t �L 10502as complying with the F}ortdaFLA. C.A. 3638 liCode • Accemptpt ance Wa ' i BY ration Dale jJ,b 2 EX'TRRIQR Y VlOOD.BUCKS I I D.L. OPG. yO {{��aj Mian ode ProducI clo `d11rovAn" no. toil YRNOOYt LYLOTH sheet 4 of eJ % .. . . % .. ... . . • . . . . . . - • STRUCTURE• TY1iICA1. ANCHORS. . • SEE ELEV. FORRRSPACIHQ MUtAtl-DADS COUNTY APPROVED i •• 9EE:EL€V.•C0R ACING•• • MULLION & MULLION ANCHORS a o:n t • • • • • SEE SEPARATE NOA Q + Y• o A. e A �• 6 � 4 • t IL Lip LWJL-. ALT. TYPICAL, ANCHORS SEE ELEV. FOR SPACING , tz fJJ S' to 4 Ile MAX, =' Z Sti1MS11 ALT. g 8Wm a' D 4 q d 8 .a TYPICAL ANCHORS o SEE ELEV. FOR SPACING a e M OmPtyinR with file Ftoft. - Siddiag Code r• Acceptance No ^trr ® ,!: lntilan Dater A ALT. D3� '` f It ro U i int DRde #biftiC'�ON INSTALLATION_DETAILS-- ATH EIMH FEAME ADAPTT�I PROnUcrROvtSUa CIVIL s- :": ,FIA• t• ?GG692 as ui complying i, i i �vitiiThe MartBa _ . d a c 31a g CD& ' v Acceptanee Ma 'VC&Itr6 IF rattan DataUIydrfleng no. ANCHORSi ade Prodact SEE ELEV. FOR SPAMIG sheet 5 of 5 •• •• • • • •• •• • 191" 72°'i • s i i i i • • 0 � wU WINDOW WIDTH a WINDOW IDTH ii•i• i i •i• � rn � 3 1 f 2" MAX. 4. . . • . m w 3 1/2" MAX. 14-F 10 5/8" MAX. x,; M6 Z HEAD/SILL •• • • •• •• • HEAD/SILL HEAD/SILL g w 0 1 CORNERS A : .•• • • r CORNERS A CORNERS in v • ••• •• ••• •- •• •• • •• SII© TRIG / SUBMITTAL REVIEW � � U • ••• • • • • • • �App D APPROVED WITH CHANGES NOTED I I I I •• 1*�z�I�• i i ••• I I I I I I II REVI D RESUBb"!T ❑ REJECTED: 8 ; b SUBMITT VAS I `WED FCR DESIGN CCNFORP.4fTY AND GENERAL a 1 I f I 1 I I I I ! ! ° S O Qd i / I I / 1 a a I I 11 CCNFCRP. TO TRACT DCCIP.ENTS Cti Y THE CONTRACTOR I •� 47 t{ �f II , 11 li p .{ pp Q �I /� /� I� /� RESFONS FdR RP:;NG A1D C0%RELA7iNG D',t.1ENS10NS AT JC9 SITES a Il- 11 ...IL 11 a a S \ p - -L-11_.�._ __L_'..l 1 ,,,cc ,...., n' it SSE M _ 1 - I - { r {I - I --- j ==-` ± . OL _ uNr.t', rj.1A'a„T._S. F.AyR'CATIu^!J PROCESSES AND OD m j I T I { QO t[1 4 I I 1 I EC iNi. Cr Cid TRUIC CCC:._'�t=,i iC OF H15 ".'C?�WIT H OTHER p co p II �,I II II 0 N In Cl 1 �I I I °R.°,�'ES-A ULLCO�° LIAtiCE9iiTH C'':itACTvOCUh1E1JTS. Z II II 11 I1 1, li 11 ,1 Z 1 I I 11 i1 {I {1 IL 11 ____j1 LpY' ti DATE_ B B = Chi�Cct>�re and Design inc- Ar FALSE 6tUNTiNS 31 1/4' 32 3/4” FALSE MUNTBVS 32 3/4" 32 3/4" (SURFACE APPLIED) (SURFACE APPLIED) MAY BE USED D.L. OPG. D.L. OPG. MAY USED D.L. OPG. D.L. OPG. 35 318" 35 7/8' VENT WIDTH VENT WIDTH ECO—GUARD SERIES-200 TYPICAL ELEVATIONS ALUMINUM HORIZONTAL ROLLING � INJQQW p ",�', DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER S 1 CHARTS SHOWN ON SHEETS 2. Z 00 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER $ lU SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. EXTERIOR PLY OF GLASS TYPE `C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8 HEAT STREN'D. GLASS " � U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE r, a 1/8" HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS 5/16" AIR SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a '� HURRICANE ZONE (HVHZ). o a 090" INTERLAYER 090n �,Y� 1/8" HEAT STREN'D. GLASS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERL)( TO TRANSFER IV c o BUTACITE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' 090" INTERLAYER LOADS TO THE STRUCTURE. 1 f8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS BLITACITE PVB I Y 'DUPONV ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 1/8' HEAT STREN'D. MASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SILICONE SILICONE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE B g NOT PART OF THIS APPROVAL. DOW CORNING 898DOW CORNING 899 I.I GE SCS 2000 1- ja= GE SCS 2000 Ig SILICONE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. g o o z mm z an m DOW 899 H g MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT a I COME TWO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 22 , `D 22 22 ! ', ' REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. rn I Engr. ,IAVAG ANMAD PRGOUCT REVISEDCmL as o 23 23 I 23 �I FIA. PE 0 70592 co�iplylttg�ritl%tlse Ftmid%% I Building Code CAN. .35m Buildingade _ Iq 1E 11 ��ii3gg E i0 '��biiitt�'y' 8 � %'.��1 By � d v u CARDINAL XL y .` N imni a+de Product GontfoI If drawing no. GLASS TYPE `A' GLASS TYPE `B' EDGE STS STEEL GLASS TYPE_`C' NOTCHfGGLAZING BEAD LEG GLASS �: t ;` z` W09--12 TO CLEAR BLOCKS GLAZING OPTIONS shea�- 1 7 t of .00 DESIGN LOAD CAPACITY - PSF (X0, OX 0101 f9ZE14 ;.; ; DESIGN LOAD CAPACITY - PSF (XOX 5IZES) DESIGN LOAD CAPACITY - PSF (XOX 5IZE5) u w W/O REINF. •1PI'tH•RLQ.• • • : Doe W/O REINF. WITH REINF. W/O tNF. WITH REINF. � N 1 GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE WINDOW DIMS. A C' WINDOW DIMS. A B C WINDOW DIMS, 'A' B C $ WIDTH HEIGHT A EXf.(+} INT.(-) E7CF.(+l 1NT;-Z EjX1t}) IRC(-) •. . WIDTH HEIGHT A EXT(+) WT.{-) EXT.{+} INF.(-) EXT.(+} INT.(-) WIDTH HEIGHT A EXF.(+) INT.(-} EM.(+) INT.{-} EXF.(+) INT.(-) -5 26-1/2- 4 70.0 80.0 80.0 90a 70. 8b c : 0 : 74" 28' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 S 37- 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 700 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 ]� 53-1/8" (3) F!__ 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 MO 80.0 Dr 74" 70.0 80.0 80.0 •90.0• •7Qa 0 :8�0 goo g o 74" 38_3 f8" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 1 80.0 80.0 9 .0• 070:0 0 W 0• a 106--1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4- (3) 12 - - 80.0 90.0 70.0 80.0 37" 38-3/8" 4 70.0 80.0 80.0 000-00 070.8 •80'0• • • 111" 12 70.0 80.0 $OA 90.0 70.0 80.0 i 11" 12 - - 80.0 90.0 70.0 80.0 a epi 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 0' �tl 9 50--5/8 s 70.0 80.0 80.0 90.0 70.0 80.0 d 74" a 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 (4) a 15 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 70.0 80.0 80.0 90.0 70.0 1 80.0 74" 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 O 37" 50--5/8" _ 4 70.0 80.0 80.0 90.0 70.0 80.a 74" 9 70.0 70.0 80.0 90.0 7M0 80.0 (5) Pi 53-1/8' (4) 6 70.0 800 80.0 90.0 70.0 80.0 106-1/4' 63" 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 xf 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 111- (5) 12 70.0 70.0 80.0 80.4 70.0 80.0 84- 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q z g 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (2) 12 70.0 80.0 80.0 90.0 70.0 80.0 ut 37" 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 Be 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 53--1/8' ($) 6 70.0 70.0 80.0 90.0 70.0 80.0 96' (2) 12 70.0 80.0 _ 80.0_ 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 U 74" 8 70.0 70.0 80.0 80.4 70.0 $0.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 `� tn 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 II 36" 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 z 48 (2) 6 70.0 80.0 800 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0_ 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 60. 6 70.0 80.0 80.0 90.0 70.0 80.0 108 12 70.0 80.0 80.0 90.0 70.0 80.0 84" (4) 9 70.0 70.0 80.0 90.0 70.0 80.0_ 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70,0 80.0 96" 12 70.0 70.0 80.0 90.0 704 80.0 w 00 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" >- " a 70.0 eoo 80.0 90.0 70.0- 80.0 96' (4) 12 70.0 80.0- 80.0 90.0 70.0 80.0 (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 3 48" �3 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 A = N0. OF ANCHORS PER HEAD & SILL C3 o `� 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 { } = NO, OF ANCHORS PER JAMB m Z 72" 8 700 804 80.0 90.0 70.0 $0.0 84' 80- 9 70.0 70.0 80.0 900 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 70.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 70.0 80.0 1 1 U W 1 12 48' (4) 6 700 80.0 80.0 90.0 70.0 800 W g A = No. OF ANCHORS PER HEAD & SILL (1/4w) (a/2W} {1/49} 60" 6 70.0 80.0 80.0 J 90.0 -70.0 80.0 ( � = NO. OF ANCHORS PER JAMB 11 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 I , I g6" " 4 70.0 800 80.0 90.0 70.0 80.0 48' (5) 6 70.0 70.0 80.0 90.0 70.0 804 i (1/3Y� (1/3w) (1/3W) o + 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 11, # OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH _ a 72' 1 8 1 700 1 70.0 1 80.0 1 87.6 1 70.0 80.0 I A = NO. OF ANCHORS PER HEAD & SILL I 'XOX' C a ( ) = N0. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NPTE: o c m r+ .� n1 GLASS CAPACITIES ON THIS SHEET ARE N o 'XOX' BASED ON ASTM E1300-08 3 SEC. GUSTS fl o •� q m U C AND FLORIDA BUILDING COMMISSION ` OO DECLARATORY STATEMENT DCA05-DEC-219 Engn JAVAD AfjWD PRODUCT REVISED c CIVIL as complyln®MW the Fludda �v LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS fL4 PE 170592 lluildiug Cade co c 1 c aN. a Acceptance ri -13 s� ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Irellon Date �� a a 'XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL r >>= • :t , ,ray FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF p'� 4 Miami adeProductC"01 drawing no. V ✓° SEE SHEET 4 FOR DETAIL. v W09- 2 _j L. , _.11, sheet 2 of 7 U•• •• • • • •• •• • !YPICAI AI+TCHAS: : • : : WN 18Y 1 ,:EE ECEV '•FOR'SPAC:NG • • METAL TYPICAL ANCHORS � WOOD BUCK I • • • • • ••&TRUCTURE SEE ELEV. FOR SPACING x MIAMI—DADE COUNTY APPROVED a � 0in 4 Yi • • MULLION & MULLION ANCHORS'a . 0 •:i° 'y' °•• •• • SEE SEPARATE NOA o ado 0 zv 0wU TYPICAL ANC HORS TYPICAL ANCHORS G SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING LL 'WOOD SUCKS AND METAL STRUCTURE NOT BY ECO WDW. 1VUST SUSTAIN LOADS IMPOSED 9Y GLAZING SYSTEM ^ rl 0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. w WEEPHOLES: PYPICAL ANCHORS: SEE EM. FOR SPACING N -. W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END j/4" DIA. TAPCON W( 'ITW (FU=120 KSI, FY-92 KSI) M AND 37" O.C. MAX. j�4" DiA. ULTMON BY 'ELCO' (FU=177 KSI, Fy=155 KSI) V} >Ly IhdTfl 2BY WOOD BUCKS OR WOOD STRUCTURES r � `` � o a �• � � SEALANT: 1 -1/2" MIN. PENETRAT{ON INTO WOOF} � N �� _ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. T HRU 1 BY BUCKS INTO CONC. OR MASONRY g a ©I a x a k > 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY f.'13 Z W # CIIRECTLY INTO CONC. OR MASONRY o 3:: t 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY U y - `i = JUA SMS OR SEL DRILLING SCREWS (GRADE 2 CRS) 8 WE rn (INTO METAL STRUCTURES f>TEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) f1LUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 8 9 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o lo, cc A 14 15 18 IiNTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") ga Iq (NO SHIM SPACE) $ 11 2 p� ]YPICAL EDGE DISTANCE lt3 t it g a� IINTO CONCRETE AND MASONRY = 2-1/2" MIN. U N a 13 M Sc Na (INTO WOOD STRUCTURE = 1 MIN. o m r B `" [INTO METAL STRUCTURE = 3/4 MIN. rA $ o S � go 3 •� � amao In O ^,� a t+.ONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. '' 2B In c-90 HOLLOW/FILLED BLOCK AT dA1►MS fm = 2000 PSI MIN. I I g p ° :; d' °e`• " I .o° s v v a. EngFLAL r. JAW K MAD PRODUCT nREVISED EVISED SdPBuilding P P �92 ode d CAN.35 �® ccNo Ex irtionDato ' FlorlBa o 13 ` vc s° 1 ° ' TYPICAL ANCfIaRs y ° 1 I TYPICAL ANCHORS o : ' Y ;,{ 'I'''% Mimi a Product Control 9 SEE ELEV. SEE ELEV. drawing no. v ` FOR SPACING Yt000 BUCK FOR SPACING :' E'i:'�I'v i r,: •a I.,i;i�'� �. W09-12 Wl sheat 3 of 7 • •• • • U e • •• •• • � • • • • • • • • • • 1/4■ MAX i i•i i i i SHIMS N 1/4" MAX. �,�� • • ••• • • • ... •• TYPICAL ANCHORS a, SHIM ( C. 1 t D 1 O SEE ELEV. ap Q 21 \J • • • • �J• $ FOR SPACING TYPICAL ANCHORS •• i i 1 ••• - q v SEE ELEV. FOR SPACING METAL 17 •• • 2 •• • o p STRUCTURE o ----SCREEN OPT. -------- t1NFORCING ,�a 27 4 STEEL REI AS READ. 11 12 v WOOD SUCKS SEE SHEET 2 FOR CAPACITY 4' WINDOW WIDTH -.. 777 SCO LAYOU'� TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. I� 1/4- MAX. VENT WIDTH VENT WIDTH SHIMS z W SHIM D.L. OPG. D.L. OPG. CC ) @ 7 TYPICAL ANCHORS i-- 2 8 SEE ELEV. o } w FOR SPACING 5c co25 n y-. ip 4 �0 WOOD s --- ----- - - - _ ----------- -SCREEN OPT SCREEN 0 � lU �Wg WOOD STRUCTUR 20 27 sirii��• ��`��' Vol4 W 4 g 171 BY STEEL REINFORCING '' v WOOD BUCKS 11 i 2 D.L. OPG. AS REQD. jf EXTERIOR SEE SHEET 2 FOR CAPACITY W WINDOW %VIDTH a o m XOX LAYOUT 51 "' s 9 W v � a MIAMI-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING Q�ff N O 0 0 0 . ` •m � dmv n im _ Engr. JAVA© AHMAD PRODUCT REVISED n CML ;S complying wiUt the FlOdit ev FLA. PE / 74582 3uilding Code �� c - - - - - _-_ C A.N. 3538 Acceptance No l '� i3 Bxpirntion Date -SCREEN OPT. _ � n 1<l i Miami adeProductContnO ' drawing no. ;�',i 7 Wog--12 WINDOW WIDTH WINDOW WIDTH { . sheet 4 of 7 a • • • • • • • • • • N i i •i• i i i i •i• METAL STRUCTURE TYPICAL ANCHORSTYPICAL ANCHORSMIAAIi—DADS COUNTY APPROVED SE 0)I ^SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS 1 • ELt�/. FOR SPACING • • SEE SEPARATE NOA O ° •.A. ..• ...... ... ... . O a _^I1 28 qt � a •• : : s = � l7 •2 ice. • ••• •• .t to (i � � 4 ALT. g a Q TYPICAL ANCHORS Q ,�_ TSEE ELEV. FOR SPACING V' N 1 - J IN m in a � W , V) 1—00 n 0 O �J � 1/4" MAX. Z � 3: SHIMS AL7. Z 28 a 0 ,qt Q e a $ iJ.) to G 4 us w A & 12in TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS a c SEE ELEV. FOR SPACING e 4 0 z z z a , •• o ,� camv o ALT. I 28 INSTALLAiTION DETAILS WffH FLUSH FRAME ADAPTER Engr: JAVAD Al•;W PRODUCT REVISED .� e J CML as complying with the Fiosida I FLA- PE'70592 Building Code .•... CLAN. 38 Acceplanoo Na , °'O• v expiration Date 4 c Y D t y ;_,i::;, '_sf% � Miami a do drawing no. Q . ` w09--12 v sheet 5 of 7 '• " ' ' ' ' " ' ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPIJER/REMARKS 0 2.750 t.087 i i•i i ' i i ' ' • • i FY201 1 FRAME HEAD 6063-T6 • • ••• • • • • ••• 500 .7E�4[162 33/161" 2 FY202 1 FRAME SILL 6063T6 3 FY203 1 SILL TRACK INSERT 6063T6 - O'81 1 4 ' • N• 4 FY205 AS REQD. MOV. FRAME JAMB 6063-T6 - r • • �L =� � ® 5 FY101 AS REQD. FIXED FRAME JAMS 6063-T6 P q 1.718 see ad a 3.249 .062 1.140-�I 6 FY104 i/ VENT FIXED MTG. RAIL 8063-T6 - 0 U 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - � +� •" i i •'• i'• a •" 8 FY206 1/ VENT JAMS STILE 6063-T6 - Q LL VENT TOP BblIoD ' " 'STEEL REINFORCING 9 • $ FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - of 813 • • • • • • ••• •• 10 FYI O8 AS REQD. GLAZING BEAD (LAM. GLASS) 6063--T6 ehi 2.095 .519 - .130 10A FYI 10 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 � 1.1401 610 1'250 �- 11 - AS REQD. REINFORCING BAR STEEL e'a Gi o'a .719 .045 .803 ,045 803 12 - AS REQD. REINFORCING BAR STEEL - 0 �1 FRAME HEAD �- 13 FY204 - AS RT£QD. ADD-ON SILL RISER 6063-T6 USE AS REQD. y 2.248 1.047 1.047 14 FY208 4/ VENT ROLLER HOUSING & GUIDE - CELCON - 1.140 A62 15 FY209 2/ VENT ROLLER BRASS - ��^_ z 1.140 1.610 219 10 GLAZING BEADS , 16 FY210 2/ VENT ROLLER PIN ST. STEEL - Ju `=�' 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 /8 X r 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS U o .813 19 W23181 AS REQD. FIN SEAL W'STRIPPING ULTRAFAB J - 8 JAMB STILE 20 0300TI90 AS REQD. BULB SEAL Q-LON SCHLEGEL ' 1.058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFA$ DUROMETER 6515 N ao El g 2'063 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 ±r 3.876 078 2.501 1'250 23 FLS-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE .. 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. w Of 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS V)�_ 1'140 1.340 26 WA2L 2/ WOVI. WEEP VALVE - PREFERRED ENG. PRODUCTS �i (0 N] ij 062 27 -- 1/ VENT 5/16" BOX SCREEN - _ OPTIONAL _ T M N 500 L1.344-4 28 FY120 FLUSH FRAME ADAPTER 6063-T6 OPTIONALZ29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 75±5 SHORE A �7 MEETING RAIL 0 a v FRAME SILL W Q' 2.i 86---�{ 1.394 1 250 .340 .312 1.422 .Q62 1.202 o LP TQIR .062 4 -1-375-1v { 3O SILL TRACK d Q FIXED MTG. RAIL .500 1.187 .750 j tZ r - O O� n r �°' cSSo #� .062 .062 c ¢ m v a r i 2.750 2.812 2.812 2.750 2:.688 EngCIVIL PRObUCTREVISED �•+ r. JAVA�O AHMr+O - as coPE mplyingFBuilding Cdt6a L1olsaF3592 Code, .062 CAN. 8Acceptance Nn � •�;t 6 6 �' � (�--�� ° LNpimoon Date o 1500L ( 769 t f �.bn{01 C��q o � v � L�t 4r d d 6'k 13y / 874969 c' ', Miami do Pr uei drawing no. 1.687 1.688 1 2.611 ;' 's �4,r�1 �4 MOV. FRAME JAMB Q FIXED FRAME JAMB 26 FLUSH FRAME ADAPTER `� j sheet 6 of 7 • • ••• • • • ••• U • • • i i•i i 7 17 N • • ••• • • ••• rn Z � 3 • • • ei • ••• h Q • • • • • f%fS_ tL •• • • • • • • • • • ••• •• O y� } ' a 0 '419 co FRAME TOP CORNER w VENT TOP/I BOTTOM t.URNER$ r3 � N � } W LC to I-00cn 17 g s co;;; N o o Z � aW_3 8 W O)m W ZD o W W 1 all ' rip o WN r Engn JAVAO AHMAD PRODUCTREWSBD CNit es comptyins with the Flnrlda N _FRAME BOTTOM CORNER Ft� PSE 70592 �tUmuC� 4-02� a _ Ux rpation Date La I�j kc Ll 18 EYf 1 t, ibis .e 4•r•!,t$ MI Rab Pradn_t ContYyrt'j drawing no. { t W09'-12 FIXED 1 MTG. RAIL CORNER sheat 7 0€ 7