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RC-15-1784 (6) Miami Shores Village 0 MAR 2 3 16 c� Building Department y d 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 L �: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION VIHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): e'Phone#:3p§'4-55 Address: ' i City: ! State: zip: 93� Tenant/Lessee Name: Phone#: Email: ''c-� CONTRACTOR:Company Name: (�.+�+�t+c ~� Phone#: �`t^•p"r�--`'t 5�J . Address: 400 City: Q l�S —State: �" zip: '-�"3®2 k�o c�.cyv °"'t�-�P�o Qualifier Name: , / Phone#: State Certification or Registration#: ��C'" r°�'�(Z �j''��i—. Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �y/�'�. C7� Square/Unear Footage of Work: Type of Work: ❑_.Addition M Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Werk:`: Specify color of color thru tile: Submittal Fee$ Permit Fee$ G) ®• (b CCF$ v CO/CC$ Scanning Fee$ `SOD-P•NtpRadon Fee$ �• ` DBPR$ S;_ Notary$_�) rr--..11 Technology Fee$ W Training/Education Fee$ Double Fee$ ! - � Structural Reviews$ � � Ap Bond$ TOTAL FEE NOW DUE s.432, I°D, (Revised02/24/2014) Bonding Coro fty's Nam$.(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 ill bed livered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commenceme t m t b posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab nce of ch posted notice, the inspection will not be approved and a reins ction fee will be charged. l Signature Sign re _ J 44 ak GENT CONT CTOR The for oing instrun wledged before)),Mme this The regoing instrum nt was acknowledged before me this j3' day 20 �lfC'J ,by day of 20D,by L&� Myy(;*p who is personally known to ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 009 LINARES Sign: C08 (NARES sign: ,. LAU 7 WIN"Po "07,2017 Print: � Print: t Seal: Seal: s0 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Prope=Search Application-Miami-Dade County Page 1 of 2 OFFICE OF THE P"1100"'PERTY APPRAISER Summary Report Generated On:3423/2016 Property Information ' Folio: 11-3205-024-0190 , 1421 NE 102 ST ' Property Address: x Miami Shores,FL 33138-2621 BAY CONSTRUCTION& Owner DEVELOPMENT LLC •t f N�; Mailing Address 201 S BISCAYNE BLVD#2825 .', MIAMI,FL 33131 USA Primary Zone 1300 SGL FAMILY-2801-3000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds t Baths/Half 3/2/1 Floors 1 % Living Units 1 Ar , Actual Area 3,157 Sq.Ft Living Area 2,393 Sq.Ft Taxable Value Information Adjusted Area 2,775 Sq.Ft 2015 2014 2013 Lot Size 9,605 Sq.Ft County Year Built 1955 Exemption Value $0 $50,500 $50,500 Taxable Value 1 $749,487 $265,357 $260,690 School Board Assessment Information _.__ ---._ ._. ._ -._.._. _..._ Year 2015 2014 2013 Exemption Value $0 $25,500 $25,500 Land Value $446,321 $374,309 $311,792 Taxable Value $749,487 $290,357 $285,690 Building Value $291,375 $279,720 $279,720 City XF Value $11,791 $11,805 $11,818 Exemption Value $0 $50,500 $50,500 Market Value 1 $749,487 $665,834 $603,330 Taxable Value 1 $749,4871 $265,357 $260,690 Assessed Value 1 $749,487 $315,857 $311,190 Regional Exemption Value $0 $50,500 $50,500 Benefits Information Taxable Value 1 $749,487 $265,357 $260,690 Benefit Type 2015 2014 2013 Save Our Homes Assessment Sales Information Cap Reduction $349,977 $292,140 Previous Price OR Book- Qualification Description Homestead Exemption $25,000 $25,000 Sale Page Second Homestead Exemption 1 $25,000 $25,000 01/06/2015 $1,000,000 29459-2288 Qual by exam of deed Widow Exemption $500 $500 Trustees in bankruptcy,executors or 09/03/2009 $0 27006-2114 Note:Not all benefits are applicable to all Taxable Values(i.e.County, I guardians School Board,City,Regionaq. 05/01/1987 $240,000 13303-779 Sales which are qualified Short Legal Description 08/01/1972 $75,000 �0 Sales which are qualified MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 23 BLK 1 LOT SIZE 85.000 X 113 OR 13303-779 05871 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser ..r•e:.....:n..d-n......a.... ...,::..M:::a.. ......R.I:J:..wl..:.-..-.....:i 1......A..«...-..r..a Maa...JL.........:.....:J..J........f...s,.lgi..-:-:-.-.....- http://www.miamidade.gov/propertysearch/ 3/23/2016 Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company BAY CONSTRUCTION& DEVELOPMENT LLC Filina information Document Number L10000047858 FEUEIN Number 98-0660230 Date Filed 05/04/2010 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 07/23/2010 Event Effective Date NONE Princloal Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Mailing Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Registered Agent Name&Address Ortiz,Alex 354 Sevilla Avenue Coral Gables, FL 33134 Name Changed: 05/24/2013 Address Changed: 05/24/2013 Authorized Personfs) Detail Name&Address Title Manager BREINDEMBACH, JOSE http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirAype=Entity... 3/23/2016 Detail by Entity Name Page 2 of 2 • 4330 Lake Road Miami, FL 33137 Title Member, 99% of Membership Ownership/Units B&F CONSTRUCCION C.A. Centro Empresarial La Cascada Piso 4, Oficina 5 Carrizal Miranda, Venezuela VE Title Member, 1% Membership Ownership/Units Kohler, Yumary 4330 Lake Road Miami, FL 33137 Annual Reports Report Year Filed Date 2014 04/19/2014 2015 03/26/2015 2016 03/18/2016 Document images 03/18/2016--ANNUAL REPORT View image in PDF format 03/26/2015—ANNUAL REPORT View image in PDF format 04/19/2014—ANNUAL REPORT View image in PDF format 05/24/2013—AMENDED ANNUAL REPORT View image in PDF format 02/16/2013—ANNUAL REPORT View image in PDF format 04/05/2012--ANNUAL REPORT View image in PDF format 03/03/2011 —ANNUAL REPORT View image in PDF format 07123/2010—LC Amendment View image in PDF format 05/04/2010--Florida Limited Liability view image in PDF format Cowd-atit @ and Primacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquiryVpe=Entity... 3/23/2016 r ` t COMPANY 1, a Maaa&g Member of Bay Conshvetift L)Lvelopmem h,I.C, a Florida Limited Liability Canny,do hereby certify tthat a wmmg of the members of said Company,duly and regularly caikd and bald on the. day of JULY,2915,a being Present,the following regulatxm were ue mou.dy adopted and rccorded in the mmaW books of said Cody, and are in accord and pumno to the Articles of Organization and Operating Agreement of said Company and are now in full force and efl+M to-wit: ..VED 1. That OSCAR GONCALVES with Driver's License No. 1324-640.60-267-0 is heeby Aed wrizod in beWfofthe Compaq frown time to time,to cwcute and ddhv r two the City of Wmu Shores any and all documents neceosary in mkx to obtain permits for cor0mwcd on fJor renovations invohring the fallowing Poper4`urs: 1391 NE 192 Street,Miami Shores,Fl.33138 1460 NE 101 gest,Miami Shores,Fl.33138 1421 NE 192 Stmt,Miami Shores,Fl.33128 L the undid.a Managing Member of the Company above-named.,do hereby certify that the fmqpn Certific to is in all reqxm true and contains a truc copy of the mgulmicros regularly adopted by the members in the maw stated. IN W1TNM WMEREOF, h have hereunto gibed my a and armed die seal of this company by order of the Member flwwt this_day of JULY.2015. Bay C LLC *"c 1~4 AS MmmgWg STATE OF iIpMA COUNTY 4F lMtAWY DAW The fomVoft haawmt was aftwMeW bef ease*k nl&y of JULY.2415 by Jew Bmkdembwk Ps Mnaog Member of f Conouctim&Davdopmen LIX,is powmBy komm to ale or tsss pmdwod a Flamm eWendficaug and ako hofel ash an ask4 01 1rPuet¢�sar now Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ �.. CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 18900-1200 Date Requested: 2/10/2016 3:33:30 PM Client: MARIA E ARNOSA Mailing Address: MARIA E ARNOSA 17950 NW 60 PL 17950 NW 60 PL HIALEAH,FL 33015 HIALEAH,FL 33015 Project Address: 1421 NE 102 ST Job Name: 1421 NE 102 ST MIAMI SHORES FL 33138 Project Information Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures (PSF) Exposure Category D Trib.Area(ft I Zone 4 Zone 5 Roof Type Sloped 10 +48.6 1 -52.7 +48.8 Mean Roof Height 15.00 It ZONE 4F-1 d■1096 OF LEAST HORIZONTAL DIMENSION Elevation of Opening 15.00 ft ZONE 5M3 HEIGHT'H'FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Least Horizontal Dimension N/A - H General Calculations Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 1.03 Velocity Pressure Coefficient(Kz) 1.03 Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 68.7 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 68.7 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Notes: FE Y 20,16 Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. ®2016,Copyright AI-Farooq Corporation CAN(EB)#3538 2/10/2016 s MIAMI- MIAIN-11—RADE COUNTY,FLORIDA o QADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S'1V 26 Street,Room 208 BOARD AND CODE ADI<IINISTRATION DIVISION T(786)315-2590 F(786)315-2W. NOTICE OF ACCEPTANCE (NOA) wvay.miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Miami,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 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 AHI 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 ode,including the High Velocity Hurricane Zone. N: eit es Q--Guard Clipp�td",t�u�p�wa_r b�. �U�tpnt L 1,:�:': APPROVAL the Drawing No. M14-01, Series titled"Aluminum Tube Mullion",-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Section. r SSILE A.CT � �'Zarge 6ritit Sma'U�Lss�le:Inri��ct Resistaint LABELING: Each unit shall bear aermanent p label with the manufacturer's name or logo, city, state, 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 temoval 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 shalt 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 pages E-1 and 1.1--2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. - • MIAMI•DADE COUNTY _ (" �'S�� .�Ot�`��Mi'��"'l+J�i�a s ...f , t� 4Gs 1 "prt��iFt3ate, : ®r�3 201'- , - Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by AI— Farooq Corporation,signed and sealed by J'avad 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 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, 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. 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 marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192D and HETI-08-21660, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. 4. 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,and TAS 202-94 along with marked up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI 48 2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and stnictural analysis, complying with FBC 2010 and FBC 5tn Edition (2010, prepared by Al Farooq Corporation, dated 05/0.5/14, signed and sealed by J'avad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 1"529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 - - E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no Financial interest, conformance to and complying with FBC 2010 and FBC 5`b Edition (2014), issued by Ai Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI-08 2192A, HETI-08 2192B, HETI-08-2166A and HET"82166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06104/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. Jaime D.Gascon.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 _ E-2 • s -A: MIAMI•DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOM www.m1amid9de.2ovteconomy 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 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. t� . x do*--I'-M;; ==ALbr0C==-.: rawmg F009-�20,tiita co-Guard Series-300 Alum Fixed Wdw. (L.M.L)",sheets 1 through 5 of 5,dated 03123109,with revision D dated.07/08/15,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. pa an",I t ABELING: ac 'u wi le menu acturer'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#14-0317.03 and consists of this page I 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. 0. CPVAMI=Q�cou�rr NNEWSJ//g�T7 XOYa�1fgl� Wyr L.r# W,�r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. 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 D dated 07/08/15,prepared by Al-Farooq Corporation,.signed and sealed by 3avad Abrnad,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 along with installation diagram of a 97 IV'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 under 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 96.1/8"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 under 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 481/4"wide x 96 3/8"high Eco-Guards 300 aluminu;n circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01115/09,signed and sealed by Candida 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 5/8"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 b Candido F. Font,P.E. (Submitted under NOA#09 0413.08) L. Manuel Per E. Product Control a ' er NOA No.15-0715.10 Expiration Date: June 17,2019 _ Approval Date: September 03,2015 • E-1 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowm m) 6. 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 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 underNOA#109-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5'h Edition(2014),dated 07/08/15,prepared by Al-Famoq Corporation,signed and sealed by Javad Ahmad,P.E. 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. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.America,Inc.for their "SentryGlasO(Clear and White)Glass InterIayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5'a Edition(2014),and of no financial interest,dated July 8,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03,issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 04/10/14 and expiring on 06/17/19. Manue Pe ez, .E. Product Control Exput er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 • e MIAMI- MIAMI DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADM 41STRATION DIVISION T(786)315-2390 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovieconomY 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 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 asdescribed herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ASCRIPTION:Serie 09 ' Or, 2POO,�lum�u�u`HorizQn#al`Roll' i APPROVAL DOC awmg No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(I,M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,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. _ = �� a arigact, esis#atm LABELING: ac `nen � T a 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#14-0317.01 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. 1KNAM)ADECQUNTYM 1"8)ibf� • e ' Eco Window Systems,LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. 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,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Savad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 2)Large Missile Impact Test per FBC,TAS 201..-94 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. YM-7635,dated 12/09114,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#14-0317.01) 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 24113.2.1,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 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted underNOA#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 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) manueylve-4 P.E. Product Contof Ex iner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 • e c Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED B. TESTS(coNrniuED) 5. 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 24113.2.1,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. (Submitted under NOA#49-0312.4$) 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 aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NDA#09-11312 Q8) 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, F.E. (Submitted under NOA#49-0312.48) 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 sealed by Candido F.Font, P.E. (Submitted under NOA#49-4312.08) 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. (Submitted under NOA#49 43X2.48) Manuel P ez,P.E. Product Control xa er - NOA No.1 728.05 Expiration Date: May 27,2019 _ Approval Date: September 03,2015 E-2 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC Stn Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 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. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC at"Edition(2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window Systems,LLC for their - Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.", approved on 04/10/14 and expiring on 05/27/14. f Manuel a z,P.E. Product Contr 1 amiuer " NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 • E-3 e MIAMNM MIAMI-DADE COUNTY ro o� PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) .miamidade.gov/economy ECO Windows Systems,LLC 9114 N.W.1061h 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(AM. 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 AHS (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. PE CUV9 pV V4, .Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the • Notice of Acceptance number and ex iration date by the Miami-Dade County Product Control Section. A nd Small e m ae :R�.aistant Limitations: 1.See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. 2.See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. 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 revises#13-0912.02 consists of this page i and evidence pages E-1,as well as approval document mentioned above. • The submitted documentation was reviewed by Ishaq L Chanda,P.E. -fl6'12:05 MIAMI DAVE COUNTY {� ECO Windows Systems,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W13-49 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under file#13-0912.02) 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 diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL-7405 dated 09/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D.Brinson,P.E. Note: The above referenced test report has an addendum letter dated FEB 10,2014,issued by Fenestration Testing Lab,Inc.,signed by Ms.Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5s' Edition),prepared by Al Farooq Corporation,dated 06/10/15 and last revised on DEC 02, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc.)for the"Kuraray Butacite 4 PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc.)for the"Sentry Glass®(Clear and White)GIass Interlayers",expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51 Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 06/10/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0612.05 Expiration Date: March 20,2019 E-J Approval Date: December 17,2015 •••• MAR 12 16 see0000 04 ee f •• . . • • Y. •••••• 00000 • .. . .... . .. 000 :0 .. .. e .. .. . .. . Miami Shores Villag • • APPROVEp ' •• • BEDROOM 11 ®Y DATE Zt7�IIIVG DEPT Z •• • W DLD DEPT W 25x6"ALUM.MULUON Qw N.o.a 140529.15 ; 'I •II i��c:n^;lil I NCF WITH ALL ( J L 00 Y �!!!FS:1N��f3EGULATIC)NS �. M © BATH 12 ___--- _- W `- �Ny M 1"x a ALUM.MULLION A O N. M N.O.A.140529.16 _J GENERAL NOTE:.........Ld-_ p DINING ROOM ccn v� N w O -ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR p o KITCHEN B p � Z BEDROOM F OPENING OF NOT LESS THAN 5.7 SQUARE FEET. Z _ THE WIDTH SHALL BE NOT LESS THAN 20"AND Q T-- g ' THE HEIGHT SHALL NOT BE LESS THAN 24" . THE � BOTTOM OF THE OPENING SHALL NOT BE MORE O THAN 44"ABOVE FINISHED FLOOR. p NOT PART Z OF PERMIT BATH WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN BATH O STRUCTURE SHALL BE IN STRICT ACCORDANCE LIVING ROOM WITH THE UNITS NOTICE OF ACCEPTANCE-REFER NOT PART JTO PRODUCT CONTROLS. OF PERMIT GARAGE - ONLY THE OPENINGS THAT ARE IDENTIFIED WITH ►b. R•�N� oma. O O G BEDROOM THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER 1"x4"ALUM.MULLION OPENINGS ARE NOT PART OF THIS PERMIT. PERMIT N.O.A.140529.1 c TY C •r FLOOR PLAN MM C. OPT a" star-rd 000• 0000 . .. . . 0000.. .. .. 0000 • 0000.. 0000 •• • • WINDOWS AND DOORS SCHEDULE 0000.. . . ... so MARK FRAME PANELPRESSURE(P.S.F.)TESTED WINDOW COLOR STYLE 0.00•• • DESCRIPTION GLASS TINT. W X H MANUF./MODEL N.O.A. •• • � ;0.00• , � 0000 FIXED WINDOW 7/16" LAM.O0.0 „ ECO WINDOWS +75 Z IMPACT RESISTANT (TYPE "C") BRONCE BRONCE O 26 x84 SERIES 300 -80 15-0715.10 w 2 OB ALUMINUM HORIZONTAL ROLLING5/16" LAM. ECO WINDOWS +70 U WINDOW IMPACT RESISTANT (TYPE "A") BRONCE BRONCE XO 48" x 40" SERIES 200 _80 15-0728.05 a. M OFIXED WINDOW 7/16" LAM. ECO WINDOWS +75 ccfi IMPACT RESISTANT (TYPE "C") BRONCE BRONCE O 36"x 48" SERIES 300 _80 15-0715.10 u- OALUMINUM HORIZONTAL ROLLING 5/16" LAM. ECO WINDOWS +70 p cco w WINDOW IMPACT RESISTANT (TYPE "A") BRONCE BRONCE XO 60" x 48" SERIES 200 _gp 15-0728.05 ❑ o w ❑ w z ALUMINUM HORIZONTAL ROLLING 5/16" LAM. ECO WINDOWS +70 Z z ' O WINDOW IMPACT RESISTANT (TYPE "A") BRONCE BRONCE XO 72"x 24" SERIES 200 _80 15-0728.05 � 04 Q ALUMINUM HORIZONTAL ROLLING 5/16" LAM. ECO WINDOWS +70 F PE "A,) BRONCE BRONCE XO 54"x54" SERIES 200 _70 15-0728.05 Z i WINDOW IMPACT RESISTANT _ G ALUMINUM HORIZONTAL ROLLING 5/16" LAM.O ECO WINDOWS +70 -WINDOW IMPACT RESISTANT (TYPE 'W') BRONCE BRONCE XO 36"x 48" SERIES 200 -80 15 0728.05 ALUMINUM FRENCH DOOR 5/16" LAM. ECO WINDOWS +70 11 IMPACT RESISTANT (TYPE "G1" BRONCE BRONCE XX 72" x 82" SERIES 600 _75 15-0603.13 Date ALUMINUM FRENCH DOOR 5/16" LAM. D: 72" x 82" ECO WINDOWS +70 2 IMPACT RESISTANT (TYPE "A") BRONCE BRONCE OXXO SL: 22" x 82" SERIES 600 _75 15-0603.13 PERMIT 12 SLIDING GLASS DOOR 7/16" LAM. ECO WINDOWS +70 IMPACT RESISTANT (TYPE "B") BRONCE BRONCE XXXX 180"x 84" SERIES 700 -80 15-0612.05 SCHEDULE am •.b 2 ami"Notes 0000 . . 0000 *400 9 99 . . . 999.99 90 99 . 99 . 0000.. 0000 0000 .9 . . 9 9 0000 . .. . .. 0000.. . . . .. . 9 9 9000 10 . .. 90 .9 99 . .. . 9 olow . . 00 . . . . 99 9 . 0000.. oo.0 00 . . . . .9 0000 . . Z0 0' U i NOT PART co OF PERMIT W M NOT PART ch OF PERMITLl Ll Ll w© fA LL AA A 00 N W 0 0 0 Z z =_ FRONT ELEVATION t _ Q N cn Q o Z ow tb. RarWon/Haus nate .r.r PERMIT 10 10 ELEVATION REAR ELEVATION 3 "' yr-rsr cenwd►+� 0000 . . 0000 ... . 0000.. •• 0000.. oll lop oo 000 0�00 00 00 00 ow 00,00 00 0000. 0000 .. 0000.. . . .. . . . .. .. .. .. .. .. 0000.. 0000.. 0000. � 0000 CA AL I .. . i M M 0 A co � U--j 0 co SIDE ELEVATION p No 0 O ZZ CD CD N g oo Q z NOT PART we Die OF PERMIT .r F �D G © PERMIT ri NOT PART OF PERMIT ELEVATION SIDE ELEVATION 4 aft yr-r e r ,n---------- --------- a� Z g C ?[----- _ -� ---_-I O z it uc S� III !I i ` __ ------T- a I It 1— III� — ---- I ��ti ~ •• ••••• • • n�11,14111 4.000 tl It III ----U III '_" TYPICAL__ -- Imo—GLAZING PRODUCT Is • • • I •I 11 �,�� • ••••• tl 1 4L • i ••••: 1.000 Oda �• TYPICAL It it WINDOW FRAME I JL_--I ..... W�� • 6.000 3.000 4.000 m 0 t In VOULAR Z MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. L2.00OA ALLOY = 6063—T6 0 °,° AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. :3 UJ w W RECTANGULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING -PRODUCTS °�° NF, HORIZONTAL OR VERTICAL I- to USING MULLION PROPERTIES ONLY O o n SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 0 — . ,� NOTES: Z Z -LIL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE .. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 3 Z�5 o HURRICANE ZONE (HVHZ). J O �t/-i P t•I ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE Q W L APPLICABLE BUILDING CODE REQUIREMENTS I.E: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS C ARE NOT PART OF THIS APPROVAL o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ` MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO m CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: 12 m USE CHARTS AND GRAPHS AS FOLLOWS. .� 10 a 15 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 L 0 FOR PARTICULAR OPENING. STEP 2 USE MIAMI—OADE COUNTY APPROVED GLAZING PRODUCTS v e MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Engr. JAVA MAD APPROVAL. FIA. P£ 70592 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH APpmvedrs*x�otplyLngiti$ t�eh, C.A.N„ a STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. Flefitla 0110111 n,co t Dim- � USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS NOF,!l •. drawing no. ON SHEET 4 STEP , SELECT ANCHOR TYPE VM DESIGN RATING V. 1);�t�t' rct c<K34n$ a . ' MORE THAN THE DESIGN LOADS SPECIFIED IN STEP iABOVE. ' f M14 01 iy- sheet 1 of 9 01.000 r-2.000125 2.000 2.000 125 .125 6 .375 ---f.250 1.000 1.000 .125 I -.125 .375 0 -.125 .125 4.000 125 4.000 .000 3.000 3.000 .125 6.000 § 6.000 .375 .375 m .125 .250 ce XX = .9502 W\4 Ix = 2.0374 IN\4 IX a 1.538 IN\4 IX = 3.1878 IN\4 Ix = 2.9762 W\4 Q • SX .6335 iN\3 SX 1.0187 w\3 SX 1.0254 IN\3 SX 1.5939 JN\3 SX 1.4881 IN\3 e a 1 x 3 1 x 3 L 2 X 4 SID, MULLION CUSTOM MULLION STD, MULLION 6063-T6 6063-T6 = 6063-T6 o Ix 8.2757 iN\4 IX = 15.2031 IN\4 (n z SX = 2.7586 IN\3 SX = 5.0677 IN\3 0 2 X 6 HEAVY-MULUO 606.3-T6 w w im N P5 cc O 'o ong Q - I to Z Z Eil < 0() 0)M (--JLW p----1.718-1 -1.718-1 2.125 2.125 125 F,125 12TYP5 AppAind as oovvtyhi$midi the 2 -. TYP. . 2.000 --i LiO NOA R) io -j -6.500 -5.500 rn NOTCH NOTCH co OPTIONAL 1/2' OPTIONAL 1/2" FAN. MIN. Engr. JAVAD CIVIL FLA. PE # 70592 CkN, 3538 1/2 MIN 1/2' 1/2. MIN. MIN. MAY2 drawing no.014 -01 ANGLE CLI M14 MULLION CLIP MULLION CU 6W3-T6 6063-T6 6063-T6 D . DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 I X4 f X3 1 X 4 2 X 4 2X8 2 X 6 WINDOW DIMS. 1X3 1 X4 1 X 3 1 X 4 2 X 4 2X6 2X6 WINDOW DIMS. I X3 1 X4 1 X3 1 X4 2 X 4 2 X 6 2X6 o 4ADTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY V iOTH (W) L4ULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY YAOTH (W) L1ULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY a t9-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - -- - 59.3 55.3 120.0 120.0 O z 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - 42.8 39.9 111.0 120.0 '+". z 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" - - - 37.8 35.3 98.1 124.0 •- • 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 • 42` 120.0 120.0 120.0 120.0 _ 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42' - - - 27.0 25.2 70.1 120.0 . ; •••.: 48' 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74-1/4' 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120" - - - 23.6 22.0 61.3 112.6 •••• 54` 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 • • 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60" 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 G tMM�1 • •• •' 66" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66" - - - - - 44.6 81.9 M $ ••••• 72" 103.2 120.0 120.0 120.0 120.0 120.0 124.0 72" - le 42.5 32.1 66.5 62.0 120.0 120.6 72" - - - - - 40.9 75.1 •• 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-t/8" - - - 44.5 41.6 115.6 120.0 ••••• 26-1/2" 120.4 t 20.0 120.0 120.0 t 20.0 120.0 120.0 26-1/2" 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 a • 0 • 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110 102.8 120.0 120.6 30" - - - 28.4 26.5 73.7 120.0 � ••••• • • • 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 �7 26.6 57.1 43.1 81T 83.4 t 120.0 37' - - - 23.0 21.5 59.8 109.8 ail a • • 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - - 20.3 - 52.6 96.7 tai�1 48" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" d' 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132' - - - - - 46.1 84.6 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 U a 60' 103.3 120.0 120.0 120.0 120.0 120.0 120.0 6d" - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7 J 66" 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 46.7 102.4 f 20.0 66" - - - - - 33.5 61.5 Z I 72" 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 56.4 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.$ 115.8 108.1 120.0 120.0 19-1/8" -- - - 34.3 32.0 89.0 120.0 -1 o 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2' - - - 24.8 23.1 64.3 118.0 g 30" 120.0 120.0 120.0 120.0 120.4 120.0 120.0 1 36' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 104.3 tj Ld `.' 115.3 `' 120.0 120.0 120.0 120.0 120.0 37" - 38.2 28.9 59.8 55.9 120.0 120.4 37' - - - - -- 46.0 84.5 Q] 1-QO I,- 42" 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 }�- to`" � M 48" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" - 29.5 22.3 46.1 43.1 107.8 120.0 4$' 144' - - - - 35.5 65.2 O to;; M 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54" - 26.2 - 41.0 38.3 95.8 120.0 54' - - - - - 31.5 57.9 Z _Z LL- 60' J 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60" - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 � Z - w 66' 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66" - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 J O 72" 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72" - - -- 30.7 28.7 71.8 120.0 72' - - - - - 23.7 43.4 Q U W 19-f/8" 120.0 120.4 120.0 124.0 120.0 120.0 120.0 19-1/8" - - - 81.3 75.9 120.0 120.0 [s1 m: 28-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED 30" 77.8 120.0 120,4 120.0 120.4 120.4 120.0 30' - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION 37" 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37" - - - 42.0 39.2 109.1 120.0 42' 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42" - - - 37.0 34.6 96.1 120.0 GLAZING 63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48" 108" - - - 32.4 30.2 84.1 120.0 -VERDC �i� PRODUCT 54" 43.2 82.2 70.0 120.0 126.0 120.0 120.0 54" - - - 28.8 26.9 74.7 120.0 MULLION o 80" 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60" - - -- 25.9 24.2 67.3 120.0 z - 66" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66" - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING30. PRODUCT PRODUCT 3 0. 72 32.4 61.6 52.5 96.4 90.0 120.0 120.0 72 -- - - 21.6 20.2 56.1 103.0 GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT Ira u NOTE: Wt WZ MULLION SPAN 0 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS £egr. JAVAO AHMAO cnnl FLA. PE 1 74592 8 _ W t f V12 CAN. 538 Approved Flos idn 13i' � 2 �° v LU Date hC?Ait * .� ti114 drawing no. MULLIONS f � M14-0137Y1 [sheet 3 of 91 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 114a B4b WIDTH (W) !:BULL SPAN A2 A4 A6 B2 B4a 134b WIDTH (W) BULL SPAN A2 A4 AS B2 114a B4b d 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101A 1.20.0 120.0 19-1/8" 97.9 120.0 _120.0 62.7 90.4 120.0 z � g 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26--1/2" 70.6 f20.0 120.0 45Z 65.2 90.6 �+ Z 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 W. 614 108.8 120.0 40.0 57.5 80.0 P • ••••• 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 88.2 120.0 32.4 46.7 64.9 Oa • •• 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 .• ••••: 48" 38-3/8" 120.0 120.0 120.0 78.2 112.5 120.0 48" 74-1/4- 53.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 50.0 • •••• 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 • • 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 • •• • ••:•• 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 42.3 5&8 W. 28.4 49.5 74.2 - 26.2 36.4 lot a •72" 81.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45Z 68.0 - 24.0 33.3 Q d •• 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 �� ••••i 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 • • • 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89 i 120.0 120.0 57.1 82 3 114 3 30" 56.7 98.9 120.0 36.4 52.4 72.7 1h • •••• 37" 120.0 120.0 120.0 92.7 120.0 120.0s0 { _ 46.3 37" 46.0 80.2 120.0 29,5 42.5 59.0 „ ,' a W • • 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 7 111.0 Q 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37.4 5ts) IY 48" 42" 111.4 120.0 120.0 71.4 102.9 120.0 48" 55.7 97.1 120.0 35.7 51A 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 54" 99.0 120.0 120.0 63.5 91A 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 60" 89.1 120.0 120.0 57.1 82.3 114.360" 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36.4 J Im 66" 81.0 120.0 120.0 51.9 74.8 103.4 66" 40.5 70.6 106.0 26.0 37A 51.9 68" 25.8 45.0 67.4 - 23.8 33.1 Z � I 72" 74.3 120.0 120.0 47.5 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 -- 21.8 30.3 0 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75Z 104.6 .J1 o 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 5&9 102.6 120.0 37.7 54.3 75.5 W 30" 120 0120 1 94 8 120 0 120 0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 56.7 N W 1 4r :° 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 140.3 27.0 38.9 54.1 00 r 42" 105.7 120.0 120.0 67.7 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.5 }� M IS 48" n '. 92 4 120.0 120.0 59.3 85.3 118.5 48" 96' 48.8 85.0 120.0 31.3 45.0 62.5 48" 1.f4" 32.5 56.7 85.0 20.8 30.0 41.7 g 0 p n Vo 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 2&9 50.4 75.6 - 28.7 37.0 Z Z _ 60" 74.0 120.0 120.0 47.4 65.3 94.8 60" 39.0 66.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 66.0 - 24.0 33.3 3 66" 67.2 117.2 120.0 43.1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30.3 j Z 72" 61.6 107.5 120.0 39.5 56.9 79.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 Q V 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 108.8 120.0 120.0 69.7 100.4 120.0 W 6 g 19 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL ARCHES EC B£ INSCRIBED �� INSIDE RECTANGULAR SHAPE 30" 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS ANCHOR, 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 9&0 120.0 36.0 51.9 72.1 HORIZONTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 �i GLAZING 63" 74 3 120.0 120.0 47.5 58.6 95,2 48" 108" 43.3 75.5 113.3 27.8 40.0 55.6 vE�C PRODUCT 54" 66.0 115.1 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 24.7 35.6 49.4 MULLION z o 60" 59.4 103.6 420.0 38.1 54.9 76.2 W. 34.7 50.4 90.7 22.2 32.0 44.4 66" 54.0 94.2 120.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING 0 \ICHOR U " PRODUCT PRODUCT g @TAIL #1 N 72 49.5 86Z 120.0 31.7 45.7 83.5 72" 28.9 50.4 75.6 - 26.7 37.0 3 GLAZING GLAZING ' PRODUCT PRODUCT ANCTYPICAL ALL LOADS ARE EXT.(+)/INT.(-). �TYPICALm ANCHORS r o NOTE: W1 W2 L MULLION SPAN ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEET'S 5 THRU 9. Engn aAVAO aHMAo �, o (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = W1 2 W2 P�L7O592 Apgnwed as eampiyIng ts4611he C.A.N. 3538Dale . Flaticfa f3tu3di C ° M s 1g0AN �a•. • � ANCHORS � 1 M�L�;:'•':� Browing no. I3y `� M14-01 ti. sheet 4 of TYPICAL ANCHORS TYPICAL ANCHORS v 2 PER CUP (1 ON EACH WING) 1 PER ANGLE 0 z \ OR ' i A S�U s�U i I A{ AL ST UC E �' 1y • OR d .' 9 1 r- I I I II � � :•... (D N e e i i i i i � ••�•• R-----------A U t 1 I! y • ••••• I I t I FLOATING CUP I t I! 2 X 2 X 1/8" !T • I I I i SNUG FIT INSIDE }ALICE i 1 U ALUM ANGLE Q • • •••• 114 SMS i I /14 SMS t I 1-3/4" O.C. MIN. I I 1-3/4" O.C. MIN. I I •�t C ••••i 4 • • 4 PER CUP 2 PER ANGLE � J z • i z M V) Z to ODO ANCHORS TYPE `A2' w TYPICAL ANCHORS: W LC ~ ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. of ap 1/4" DW. ULTRACONS BY 'ELCO' �£ 1-3/4" 2-1/2" Imo- U)1 O1 (FU-177 KSI, Fy=155 KSI) CONCR3 t0� � Q OM I 1/4" 0IA.(SGRADE ELF 8 CRS } SCREWS METAL 1/8" 3/4" Z Z _j th th TYPICAL ANCHORS 4 PER CUP (2 ON EACH %VING) 122 PER ANGLE CONCRETE = "f'c = 3000 PSI MIN. 3 Z�j METAL = 1/8 MIN. THK. STEEL Fy = 38 KSI MIN. J O 'q- 1/8- p " \� %R' \ \\\\\\ \ \ \ \ 1/8" MIN. THK. ALUMINUM (8063—T5 MIN.) Q W rn: I CONCRETE ANCHORS MAY BE HEX OR FLAT HEAD. I I I t M AL ST E `v14U :r ALL CUPS AND ANGLES TO RT SNUG INTO TUBE MULLIONS. CEPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED D It I I L I I WATER—WHITE A RA , CH AS BITUMINOUS PAINT OR LACQUER. N 9 t 4 It it o I _—_ _________-U tl I I W I -FLOATING CLIP I I 1I�I } f ! SNUG FIT INSIDE MULL U U ALUM2ANGt E$ f I ! f #14 SMS I I #14 SMS r r 1--3/4" O.C. MIN. 1--3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE IA °a yr z_ M Engr.JAVAD AHMAp a, a CIVIL is Approved as eAnkiplying nidi the FLA PE $ 70592 M Plurida BUifdtn Ca CAN..�53g Date 2 2" 4A4' IVOA7# h`r; •� •� v TYPICAL ANCHORS TYPE A4 -r�r c 'A ;k�,�1 1 ►�{ � f. r drawing no. Y M14--01 sheet 5 of 9JI I Ld a' TYPICAL ANCHORS TYPICAL ANCHORS Z h j 6 PER CUP (3 ON EACH WING) 3 PER ANGLE `` \\ \\ 0 \ \\ N \ \\ tdGRETE\\ Q r ► ► MRA S �tl ► \\\\\ I 0\ ► MR At ST U TU E If It V QQ e~i it alp FLOATING CUP 1 I IH Il 2 X 2 X 1/8° 0 h I I i SNUG FIT INSIDE MULL U U ALUM ANGLE 3 g N #14 SMS } I #14 SMS I I w 1-3/4" O.C. MIN. I I 1-3/4" O.C. MIN. i I � z�^ . 6 PER CUP A 3 PER ANGLE ..1 Q w�� U � _ Z J in IL TYPICAL ANCHORS: (q • , •• ANCHOR TYPESLWLJ SUBSTRATE MIN. EMBED. MIN. EDGE DIST mp op• •••' " 1j4" DIA. ULTRACONS BY 'ELCO' CONCRETE 1-3/4" 2-1/2" ' • '� o� • • 2 Fu=177 KSI, F=155 KSI • • TYPICAL ANCHORS TYPE `A6' y ) w 1/4 OIA. SELF DRILLING SCREWS METAL 1/8' 3/4" ' C, '!"*a: ••••• (GRADE 5 CRS) • =s Z �"*a ••00:•• •• CONCRETE - f'c = 3000 PSI MIN. ; 3 :0 METAL - 1/8' MIN. THK. STEEL Fy 36 KSI MIN. 0ori '��•Y 1/8" MIN. THK. ALUMINUM (6063-TS MIN.) •0 W 7 LJ ��• i""0 • • ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. c 0 L y C o a IA mo c £ngr. JAVAD AHMAD a a CML FLA. PE # 70592 A$}7it►Y�ABA �$ S�@ CA.N. 3538i l3lortdn ll did rg 8 L Date v v N0A# °°• • _ act 131 lw <"^ drawing no. MAY. 2 i3 2014 M14-01 sheet 6 of $ TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (1 ON EACH YANG) 1 PER ANGLE \ tq\ LOOK � � OOROUEl R i I 1 OST f Q � L iV A 8 I I I1 I I ei j-'--------� J Ll I I FLOATING CLIP It 11 2 X 2 X 1/8" 1 i 1 1 SNUG FIT INSIDE MULL 11 U ALUM ANGLE O Q p #14 SMS i I X14 SMS I i fl 1 -3/4" O.C. MIN. i I 1-3/4" O.C. MIN. 1 i s 4 PER CLIP 2 PER ANGLE 46 z_ � U a z o Q J •••t ANCHORS TYPE `B2' TYPICAL ANCHORS: •3 ••T, ••••�• ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. • ti• • • 1/4* DIA. ULTRACONS BY 'ELCO' MASONRY 1--3/4" 2-1/2" • •L'� to co• �••••� (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2' 1' • • •n- o :•••• •• • • O `s tV)fid! •••••• WOOD = 20Y WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. •• Zj ;' ••••• MASONRY = C-90 HOLLOVI/FlLLEO BLOCK rm = 2000 PSI MIN. •• r +"• •••• • TYPICAL ANCHORS TYPICAL ANCHORS i• 3 n• z • IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW • a • 4 PER CLIP (2 ON EACH YANG) 2 PER ANGLE J 0 Y •.••.• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER \ \\\\\ \l\ \ THEM TO BUILDING STRUCTURE. •• q W �LLJ a �.••• Fl I�O 6L0 • • OR ANCHORS MAY BE HEX OR FLAT HEAD. D U NOT w s --------------- J LI I 11 1 1 I FLOATING CLIP 1 I SNUG FIT INSIDE MULL I I ALUM 2ANGLE B 0 I I i i #14 SMSI i 014 SMS 1-3/4" Q.C. MIN. 1-3/4' O.C. MIN. 4 PER CLIP 2 PER ANGLE h i7 Z is Engr. JAYAD AWMAD CML 7 Approved as complptug%*1*0 FILA. C A�iP X3538 82 Florida DOM 3/8" MW. 2 7/8" a 3)atc— .. i 8 •� TYPICAL ANCHORS TYPE Boa AIQAI. m, WIRrodukt fl, ;... ?'h �'. 20 4 drawing no. • " —, ., ,.. M 14-01 sheet 7 of g . t� V c7 1 TYPICAL ANCHORSTYP Z n 4 PER CLIP (2 ON EACH YANG) 2 PER ANGLE F�LLD LOE\� 90OR I # Y1 D \R,7\ I I I O ST U RE mtd 4 � 1 I + + M iR 6 I I I1 II CKicp 4-----------------------� FLOATING CUP It 11 2 X 2 X 1/8- SNUG FIT INSIDE MULL U UALUM ANGLE E O #14 SMS j j #14 SMS i 1 1-3/4" O.C. MIN. 1 ! 1--3/4" O.C. MIN. 8 PER CUP 3 PER ANGLE J Z .J t d O a _Jj g ." TYPICAL ANCHORS: 3 w ••�, ••.... } ri' • ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN, EDGE DIST. 0: Z � 1/4" QIA ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" � W 4" (Fu=177 KSI. Fy-155 KSI} WOOD 1-1/2" 1" .• ;� �••••� TYPICAL ANCHORS TYPE `B4b' • •• � �"' � ""' , YA30D = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. '• • Z `-'i �s ••��• MASONRY = C-90 HOLLOW/FILLED BLOCK fm - 2000 PSI MIN. •• • •••••• • IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW :• � 0 a �• J •••.•• • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •f � � � THEM TO BUILDING STRUCTURE. • ii W Orn uj • ANCHORS MAY BE HEX OR FLAT HEAD. c 2 U d C m O O y Engr. JAVAD NiMADCIS 11 CIVIL Approved m CO*Yh*VAh*0 FSA. OE'_78592 17oriria l3aiSd' C.A.N. 3538 i# . Oate On NOAfi .q v LU v Mi . 16 , drawing no. • ' - --- -. MAI. 2. 3 20 4 M 14-01 f sheet 8 of 9 o SEE CHART FOR QUANTITIES TUBE MULLION Z h O j------- --_---_ }� W 3 91 ANCHOR NO. of 0 CHART SCREWS p, TYPE A2 2 #14 FH SMS TYPE A4 3 a 2/ SIDE TYPE A6 0 1/8" THICK ALUM CHANNEL I I 0 M�M LENGTH TO FIT SNUG I 1 cy M INTO MULLION 1TUBE MULLION 0 d C i I 0 TUBES MAY BE NOTCHED Q AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE I 1 CAULK JOINT AFTER ASSEMBLY Q 7I1� #14 FH SMS j I 1-1/2" O.C. MIN. i I ACCESS HOLE FOR QUANTITIES 1 I U o I � j to J 1 Z an ------- ---- -- i _j g • • �• 0 ----- _- •• 00� • • THIS SCREW CAN BE I 14 FH SMS I i .. 0 • „ INSTALLED IN EITHER ! DIRECTION q 1 2 PER CUPZ I I I 1 ! .�o if 00' _ �• a• .•..•• ! " O.C. MIN. I I I I 1 I I I 1 I •• 3 • I I I 1 I I J0 z •• U `6w • • 1-3/4- X 2- X 1/8- (FOR 2BY TUBE) • 3/4- X 2- X 1/8- FOR (1 BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #I METAL To METAL CONNECTION 0 m #14 SMS SUBSTRATE Ed. MIN. EDGE DIST. MIN. CL TO CL SPACING Tri ALUMINUM 5/8" 1/2" o c N mO C Enjr. JAYAO AHMAD ar 1 0 CML j FTA. PE L70592 - ANiv 8 d00i gaykp Ift X48 CAN. 36 0 Uwe ` o # � u MAN � •. NMI rt tkil `, drawing no. �= tri Ay 3 7,014 M14--01 ' sheet 9 of $ „ 2.688 —1.608-1 .062M WINDOW WIDTH /o a {� I 500 0� FALSE MUNIE A Z g .769 (SURFACE APPLIED' O.L. OPG. o 1.813 875 OPTIONAL �z 8 1.004 .611 3 ocs 0. .062 Q FLUSH FRAME ADAPTER I —2.750 1 FRAME HEAD/SILL/JAMB cy 0 a Q S .750 o .0 a rc M-803 a 11 14 .a .050 � 0 ��f �2 GLAZING BEAD t{ II N II II V o J1.0701 rn II 11 J � 375 a II W 0 .054 B o F—r, U3 ANCHOR COVER 3 'gl' •"S '�hh' . .-. 004D#0%9 0000.. wcn Tw tf 6 MAX. 12” MAX. •.• • �i, •.� 0000 i• " •..• • Z u2 HEAD/SILI HEAD/SILL M :••.•• : CORNERS :0001Z .•W •0i00..'0 TYPICAL ELEVATION • •• .•.•.- 0000 • 0 116 •0000• DESIGN LOAD RAT1 DOWS TO BE AS PER 0 . � . M16 ip- . CHARTS SHOWN ON SHEETS 2. GLASS_D.LO. DIMS. o � D.L.O. HEIGHT WINDOW HEIGHT — 3.625" o a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. WIDTH = WINDOW WIDTH -- 3.625" M o Q COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER c M c w WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USINGQuo MIAMI—DADE COUNTY APPROVED MUWONS IN BETWEEN. v LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, U m w_ � �acrd ad THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ^ ti REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY $ o o HURRICANE ZONE (HVHZ). ' 0 ` m O o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Eng' 'AYAD "M PRADUCTRfiViSBD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SHUTTERS ARE NOT REQUIRED. �' ascomplyitrgwtthtlyeFlttm�l EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. F� 70592 BAN. tdid @ ns cc ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE AcceptanceNo 1 '0 1$• NOT PART OF THIS APPROVAL Ex iration Date 20J9 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 10 2015 Miami ado product 6iti drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W09-20 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 5D DEIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSC+ [i 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' 1190" Interlayer 090" Interlayer WIDTH (W)JLENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) W.(+) 1NT.(-) Butacits PVB SentryGlas 24" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 Z BY 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 30" 75.0 80.0 80.0 90.0 37" 26' 75.0 80.0 60.0 90.0 E" 3/16' ANN. GLASS 3/16" HEAT STREN'D. GLASS 36" 78.0 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 a 42" „ 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 0. O SILICONE SILICONE 48" 75.0 80.0 80.0 90.0 26-1/2- 75.0 80.0 80.0 90.0 d v DOW CORNING 899 Q: DOW CORNING 899 �1 GE SCS 2000 F GE SCS 2000 54" 75.0 80.0 80.0 90.0 37- 75.0 80.0 80.0 90.0 p 0° z 60- 75.0 80.0 80.0 90.0 53-1/8- 38-3/8" 75.0 80.0 80.0 90.0 1Q �t 4 4 li II 24 5 88p 75.0 60.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 p 72 75.0 80.0 80.0 90.0 26-1/2- 75.0 80.0 80.0 90.0 w eyf \ 1 I 5 \ 1 I ? 1 :i ' !t !i AT 1/4 POINTS !i !i AT 1/4 POINTS 75.0 800 80.0 90.0 37 75.0 80.0 80.0 90.0 t t► li 0 4t 8 ON L ITES WIDER II II 8 ON LITE WIDER 30" 75.0 80.0 80.0 90.0 53-1/8" -5/8 71.3 76.0 80.0 90.0 a ' THAN 36' ONLY THAN 36. ONLY � `''' 80.0 90.0 74" 71.3 73.1 80.0 90.0 g 6 • 75.0 80 0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 FIR V. a � 48" 75.0 80.0 80.0 90.0 37' 63" 75.0 80.0 80.0 911.0 #8 X 1-1/4' SMS X18 X 1-1/4- SMS 54 75.0 80.0 80.0 90.0 53-1/8- 67.9 72.5 80.0 90.0 AT 3-1/2- FROM ENDS AT 3-1/2" FROM ENDS 60' 75.0 80.0 80.0 90.0 26-1/2- 75.0 80.0 80.0 90:0 AND 10 O.C. MAX. AND 10 O.C. MAX. 66, 75.0 80.0 80.0 90.0 37" 76" 75.0 80.0 80.0 90.0 (j a GLASS TYPE 'D' 72' 1 75.0 76.6 60.0 90.0 53-1/8" 87.9 69.9 80.0 90.0 J GLAZING OPTIONS 24" 75.0 80.0 80.0 90.0 30" 75.0 80.0 80.0 1 90.0 (n .. 36" 75.0 80.0 80.0 90.0 W 80 W g 42- 75.0 80.0 80.0 90.0 48" 75.0 80.0 80.0 90.11 7 }- W 54" 66.8 (X 00 71.3 80.0 90.0 j 60' 60.2 64.280.0 90.0 L • •�M •••••• 66 60.2 64.2 80.0 90.0 W. WIDTH J •••• d3 ••••i• 72" 60.2 64.2 80.0 90.0 / • _ WINDOW WLDTH WINDOW WIDTH 1. •••. fin' Z 24" 75.0 80.0 80.0 90.0 ••. i.z w �••••� -3- --1 r- ---- --7 30" 75.0 80.0 60.0 90.0 3 ��1� ••• ' • I I 38- 75.0 80.0 80.0 90.0 •••• (1�8• ••i••� • s. I I 42" 72" 75.0 . 80.0 80.0 90.0 •• • Ls•��ir:�= •••••• r f I „ I 48" 75A 78.6 80.0 90.0 NOTE: ;' • 3 I I 3 k 'r I z 54" 66.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED •• • • VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • • • • L- _J 60- 60.2 64.2 80.0 90.0 '..' . •••• 24" .0 S0. 80.0 90.0 L!, rc WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ' ' '' '3 80.0 90.0 CO N N 38 "y 75.0 80.0 80.0 90.0 o F `-'---� �� I~UL -j 42" 70.0 7Q.o sv.o 90.0 48" 65.6 65.6 80.0 90.054" 64.3 64.3 80.0 90.0 24" 75.0 80.0 80.0 90.0 W. WIDTH 30" 75.0 80.0 80.0 90.0 m �' 36' 96" 75.0 76.2 80.0 90.0 NOTE: v 10 42- 64.6 64.6 80.0 9110 GLASS CAPACITIES ON THIS SHEET ARE WINDOW WINDOW WIDTH WINDOW WIDTH I I 48- 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). ` I24' 75.0 80.0 80.0 90.0 75A 80.0 80.0 90.0 Engr JAVAD'A MAD ass � � 3o i08" 9' PRADUC7 RBVISIiD 36" 74.5 74.5 80.0 90.0 Fq, PEML as 0592 build ng Code with do Fladft 42" 61.5 61.5 80.0 90.0 CAN. 11 L J Acceptmtce No t5'O i5.l0 t h 24" 75.0 80.0 80.0 90.0 Zx nation Date 30" 120" 75.0 80.0 80.0 90.0 B ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 tv cmi Browing no. SOWNDBY INSCRIBING I DOTTED LINEPANDRE WINDOW SHAPE OBTAINNG ALLOWABLELOADSIN UARE OR FROM HOSETSMAPES.NGLE ASaU I. 2015 W09-20 sheet 2 of 5 1 BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING METAL TYPICAL. ANCHORS D BUCK STRUCTURE SEE ELEV. FOR SPACING OR !r o d n d ti.a wy'• MIAMI—DADE COUNTY APPROVED WOOD RE N 4 A ` v °4 4 o " MULLION & MULLION ANCHORS z $' d a 4 a a a 4 a a• SEE SEPARATE NOA ZZ3 4. :.J b n LIP Ian] In °� 0 ani I! !I Q L TYPICAL ANCHORS TYPICAL ANCHORS 0 h— SEE ELEV. FOR SPACING a SEE ELEV. FOR SPACING II j SEE ELEV. FOR SPACING I! !i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. !i ji MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM { L, -177 KSI, Fya155 KSI) U o !i '! AND TRANSFER THEM TO THE BUILDING STRUCTURE. J INTO 2BY WOOD BUCKS OR WOOD STRUCTURES --1 i1 !� 1-1/2" MIN. PENETRATION INTO WOOD o$ THRU 1 BY BUCKS INTO CONC. OR MASONRY Q "d �� i► 1-1/4" MIN. EMBED INTO CONC. OR MASONRY g H Ei DIRECTLY INTO CONC. OR MASONRY a a1-1/4" MIN EMBED INTO CONC OR MASONRY 01 �� .] W (GRADE 2 CRS) i � • 0^'� ' •••••• q• fY tJ• : •• R INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/$3•• _ W li !i INTO METAL STRUCTURES 0.0 A �t • !i !4 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 00.0 V0 00.0: !j !j ALUMINUM : 1/S" THK. MIN. (6063-T5 MIN.) ••• I (� '-{;� 0000• !i !i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ••;• `8w U;i°��;� ••'••0 .. .. ..0000 • • i• ••••i• INTO C E AND MASONRY = 2-1/2n MIN. • • !i }! INTO WOOD STRUCTURE = 1' MIN. •• lu U :.0000 !! !! INTO METAL STRUCTURE = 3/4" MIN. r • I! t! !i !j WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. o W a !i !i CONCRETE AT HEAD, SILL OR JAMBS f'c — 3000 PSI MIN. !! !! C-90 HOLLOW/FILLED BLOCK AT JAMBS fm m 1500 PSI MIN. y 0 � m 9 j !i m g i. i 'I 'I c as 3 Op°ar�i °u i! i! ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Roo g ! ! s JOINT SEALER. o o m O a t_-o I I a Engr. JAVAD AHMAD PRODUCT REVISED a d a a CML as complying with the Flodit 1 iv s Qa a • FLA. 70592 Building Code !�• ti �' �► I o A Acceptance No0715. p Expiration Date1 J0 8 :4 .. ' a� .a o. a' ... s 's: s p: S7 w 'V ug TYPICAL ANCHORS TYPICAL ANCHORS BY ads Pmdlut' drawing no. SEE ELEV. FOR SPACING 18Y SEE ELEV. WOOD BUCK FOR sPAc1NG a2015 W09-20 '' sheet 3 of 5 ., ITEM # PART IIs nQD. DESCRIPTION MATERIAL. MANP./SUPPLIER/REMARKS U 1 FY301 2 FRAME HEAD/SWJAMB 6063-T6 2 FY302 AS READ. GLAZING BEAD- 7/16- GLASS 6063-T6 - I 3 FY303 AS READ. ANCHOR COVER 6063-75 - I/6- THK. 6 Z 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 6 ALUM STRAP O J 5 FLB-50 1 GLASS SPACER - 1/8- HIGH SILICONE FRANK LOWE a 6 /10 x 1- 8 FRAME ASSEMBLY SCREWS CRS PH SMS p v 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ LITE SETTING BLOCK EPDM DUROMETER 8515 SHORE A Q Oaam a g ° WELDED JOINTS � U o v __I U11I J MIAMI-DADE COUNTY °o$ APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING H CORNER DETAILS � j* Hao In r�l•rn •••••• _ • g 2 • see: in zv .. .. .. .. .. .. .. .. ,. .. .. .. .. .._.: I � • • ••:• $ �I��--til i ••••• TYPICAL ANCHORS •• • 4f "i ••••i• •••• • • SEE ELEV. FOR SPACING . . • M • • • WINDOW WIDTH WINDOW WIDTH 1/4 MAX. : . :....: 1/4- MAX. SHIM •• ,� 1/4' MAX. C SHIMS TYPICAL ANCHORS v W N Ia S SHIM SEE ELEV. TYPICAL ANCHORS W �` o FOR SPACING SEE ELEV. y 0 v c ZFOR SPACING v a: - METAL CTU STRUCTURE cm 0 0 LO XWODD EgrJAYAD AHMAD AD�OTUT � CIVIL complying Ge Rj FLA. 70592 Building Coec a # IBY Cad CTMVISED Acceptance No I 2 EXTERIOR r ' ' WOOD BUCKS Ex tratimDatea tq Ui c a BY D.L. OPG. ; Mi i e Product drawing no. 02015 w09-20 WINDOW WIDTH sheet 4 of 5 METAL w8 STRUCTURE N TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DADS COUNTY APPROVED SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS Z o " SEE SEPARATE NOA 3 ,?•. p 75. A • •, A_D A 0 0 0 0 I !/Ij•' ILca a ff I Q; Q u A � �• v n q ALT. 0 v � 4 C � 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING Z 03 zi U N J U) W ME h • W 0 .'•ice 000000 so 1/4 MAX. 000004941*1 0000•0 SHIMS ALT. •..; '3'.s: • • ,^ 0000.• 0 01 �4B 00000 0000 � w•��.� 0000. 0. • •.00.0 . 00*:4 0 d •0000• A4*404 • • 0 ti 0 0 y 0• d0000•• •4 yy «y • • A TYPICAL ANCHORS GG!! SEE ELEV. FOR SPACING 4 H ALT. 1� 000 •m Q !0 U t1 uu INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr JAVAO AHMQ PR.ODUCTREVISED CML as cwnplying avid►to Florida N Zy _ FIA. P # 70592. Building CO& "a � v A Y 9 CJt $ Acceptance No q. v A iration Date Y f+�J ay TYPICAL ANCHORS JU Miami adopro&wt drawing no. SEE ELM FOR SPACING W09-20 sheet 5 of $ r 72' 111" WINDOW WIDTH WINDOW WIDTH (2) ANCHORS AT MIG. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES AND LOADS a� N ` MARKED WITH '#' ON SHEET 2 ONLY I 3 1/2- MAX. " 4" 3 1/2' MAX. 1 HEAD/SILL 4" 3' oo� HEAD/SIU. A 3 lixz HEAD/SILL p CORNERS <z .. dz CORNERS 3 _ 8 CORNERS3 V N 1 a �I f0 4 11 I ID r l I I E t9 e e i X. `F t� z 0 rn z n z � Li T HL B B N FALSE MUNTINS 31 1/4- 32 3/4' FALSE MUNTINS 32 3/4' 32 3/4' (SURFACE APPLIED) (SURFACE APPLIED) MAY BE USED D.L OPG. D.L OPG. MAY BE USED D.L. OPG. D.L OPG. 353/8- 36 7/8" ,,. W m VENT WIDTH VENT WIDTH Y •� TYPICAL ELEVATIONS • • �•� � ...... DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER •• 0.0 M. CHARTS SHOWN ON SHEETS 2. •••�• Z•:' ; ••�� _ " APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE + z i •••• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. •••. •• • • SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER '•••• EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ..••• U•� . •�;�,• MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. ..'.. V;�"�; ...... LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL ••..• • • 1/8- HEAT STREN'O. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16' AIR SPACE •� i..•.i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• • . 1/8- HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 090' Interlayer 090° Interlayer 090- Interlayer c N is Butacite PVB SentryGlaeButacite PVB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER W QQ o By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' LOADS TO THE STRUCTURE. v @ o - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 1/8 HEAT SIREN D. GLASS 1/8- HEAT SIREN D. GLASS 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O z > sill SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL In e GE SCS 2000 GE SCS 2000 5T. STEEL W m n'' ' ' � � m A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. o ' ,� � A z z z SILICONE H g o 0 0 0 i i i fi ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. 'y DOW 899 iC .1 .I L � .� mea moon 22 I I v 22 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 4 ii ii 3 i 23 ii i 2 �. r Engr. JACK AHMAD PRADUC'PREVWED N • FIA. PE 7 2 a9 complying with SM F1mift 10 10 0 C.AM. A�ccepti g�Ce .0 SX0 1 2g L. irationDate 1� 9 AT 1/4 POINTS ON LITES 9 AT 1/4 29 POINTSONLITES AT 1/4 POINTS SETTING BLOCKS AT By WIDER THAN 36' ONLY WIDER THAN 36 ONLY 29 ALL SIZES IAM. GLASS AND INSUL LAM. GLASS Ivliama product t on drawing no. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS W09-12 GLASS TYPE `A' GLASS TYPE 'H' GLASS TYPE 'C' 206 GLAZING OPTIONS sheet 1 of T)i DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) �V w W/O REINF. WITH REINF. W/O REINF. WrM REINF. W/O REINF. WITH REINF. N GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE' GLASS TYPE GLASS TYPE o' � . . ' . . . , � . . . . . . . WINDOW DIMS. A A B C WINDOW DIMS. LA A B C WINDOW DIMS.. A A B C z WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHTEXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(--) VODTH HEIGHT EXT.(+) INT.(-) EXT'.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26' 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 Q g 1 3T a"y' 4_ _ 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3} 70.0 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 SQ.O Q,! p p 20 53-1/8- (3) 6 70.d 80.0 80.0 90.0 70.0 80.0 111" 7d.d 80.0 80.0 90.0 7a.0 80.0 111° 12 fid.0 $O.D 80.0 90.0 70.0 80.0 0 :�. 0 7: 8 80.0 90.0 70.0 80.0 74" 70.080.0 80.0 90.0 7a.0 80.0 74" 9 70.0 80.0 $0.0 90.Q 70.0 80.038-3/8" 38-3/8"1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 037" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 111° 70.0 80.0 80.0 90.0 70.0 80.0 Ili" 12 - - 80.0 90.0 70.0 80.0 v 53-1/8" (4} 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' S0-5/8' OI' M 50-5/8` 9 70.0 80.0 80.0 90.0 70.0 80.0 74" -8 70.0 80.0 50.0 90.d 70.0 80.0 t06-1/4' (5} 12 70.0 80.0 80.0 90.0 70.0 80.0 (5) 0 Q 26-1/2- 4 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 74" 63' 0 GI`0 4 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 9 70A 70.0 80A 90.0 70.0 80.0 3,0 (5) 6 SOA P 'r 80,0 90.0 70.0 80.0 t06-1/4" {} 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 6 80.0 90.0 70.0 80.0 1 i 1' 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 all Q a l l• • 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 r9O.O 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 • •••••• 37' 4 68.9 77.5 80.0 90.0 70.0 1 80.0 84" 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) 6 70.0 70.0 80.0 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 •• •• ••••i• ¢., 8 80.0 80.4 70.0 80.0 108" 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 •• -v-1 O •••••• 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 8d.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 •• . J ;•. • • • 36" 4 70.0 1 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 (� • •� ••i••• 48" 24' 6 70.0 1 80.0 80.0 90.0 70.0 80.0 86" (4) 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 Gin• (3) 48' •• Bj •• ,g• •••••• 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 1 80.0 90.0 70.0 80.0 84" (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 •• "' •• 72" a 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 70.0 80.0 • N •* ••••;. •• 24" 4 70.0 80.0 80.0 90.0 7d.0 80.0 84" 48" 9 7d.0 80.0 80.0 90.0 70.0 $0.0 72' 60" • •� 9-v • 9 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 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) c 48" (4) 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 = NO. OF ANCHORS PER HEAD & SILL `i 0 O4 '80. 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 O = NO. OF ANCHORS PER JAMB Z CO 72° 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60' 9 70.0 70.0 80.0 90.0 70.0 80.0 00 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 a M 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.d U rw 48" (5 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL $ W rn 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * (1/4W) (1/2W) {7/4w) MAX. LOAD FOR THESE SIZES IS -90.0 PSF , 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 ' W 48' (s) 6 - 70.0 70.0 80.0 90.0 70.0 80.0 a a 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3W) (1/3W) 0/3W) o z 72" 5 70.0 70.0 50.0 87.6 70.0 50.0 i r < ~ OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH A = NO. OF ANCHORS PER HEAD & SILL iI ( ) = NO. OF ANCHORS PER JAMB N a a * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 'XOX' WITH 4 ANCHORS AT MTG. STILE ENDS ; 8 N M OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: o o GLASS CAPACITIES ON THIS SHEET ARE `� s o o S BASED ON ASTM E1300-09 (3 SEC. GUSTS) i c a m o �, 'XOX' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 Engr. JAVAD AHMAD PRODUCT REVISED ) `� FLA. A 111 ML 78592 as complying with Die Florida N C . 3538 Building Code t Acceplance No 55.0 M A'og ai fi` LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex iraIWADate .W� o v $ .6 C FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 2 0 20 - 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mi i ado drawing no. SEE SHEET 3 FOR DETAIL. W09-12 '. sheet 2 of 7 • TYPICAL ANCHORS 1 BY SEE ELEV. w WOOD BUCK FOR SPACING ED DIST. c�1 METAL _ STRUCTURE 4 e e " �` v. ° EDG6r DIST: EDGE DIST. MIAMI—DADS COUNTY APPROVED 0D 0 4 d' a , MULLION & MULLION ANCHORS , a Z 3 d a d- e . 6 a d . a a , SEE SEPARATE NOA I S Q o+ EDGE DIST. Q � � I _ N0 Q 0. + + 17 d IL 19 v=i `t vxi :r v=i V et`i 19 'TYPICAL ANCHORS TYPICAL ANCHORSTYPICAL ANCHORS a W W O SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING LL 6 it t ;I J a W!:11- •• t` ti It 11 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. �• •••':' 1 1 I t MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM "` • • • •. I 'I •• •$ • •• �• •••••• ryif I 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. ••• ow U • 109 Ilii , , ••• J .•• .••••. 11 f II I 'I Ior 00000 WEEPHOLES: SEE ELEV. FOR SPACING ••• • ,. ••i••• • • •� W1 = 3/8" X .2-1/4" WEEPHOLES AT EACH END ` '=_.(Fu�177 KSI, Fy=155 KSI) ••• AND 37 O.C. MAX. = o #jj • •• Ri II i' I F INTO 28Y WOOD BUCKS OR WOOD STRUCTURES = y 00000s _ O I li t1 I i1 _ SEALANT: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ; {n ►— • 0•••• C3 o a .. • W ' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY g 3 • JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) `" a o •' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _Z DIRECTLY INTO CONC. OR MASONRY • 1 I I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O d —� i t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)77 nr f+ o It E z CRs} `M'p'P tw!i M LLIONS (MIN. THK. INTO METAL STRUCTURES ' STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) a oc B If 9 ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) o MQ a i I 14 15 i6 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,. P co 9 a r�' o a P --k F] INTO CONCRETE AND MASONRY = 2-1/2" MIN. 2 } (na INTO WOOD STRUCTURE = 1" MIN. 18 - e L a�—, INTO METAL STRUCTURE = 3/4" MIN. y 13 roto COE'I�IE21 A B 'w WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. N 0 1 3 m w w o N CONCRETE AT HEAD, SILL OR JAMBS f'c =a 3000 PSI MIN. L o "' C-90 HOLLOW/FlLLEO NORMAL WEIGHT CMU AT JAMBS #m = 2000 PSI MIN. 26 I I m Engr. JAVAD MADe g _ e n 4a a CML PRODUCrRMSED a e 4 o i e ° , FLA PE #70592 u complying with file Florida g C N. 38 Building Code — Q v e v a • > 4q • 9 Acceptance No Dae (0 z ° 2nt Exirati g 3i gyt TYPICAL ANCHORS 1 TYPICAL ANCHORS 4 a a L SEE ELEV. v iBY SEE ELEV. M a W1 FOR SPACING WOOD BUCK FOR SPACING Nli ada ct drawing no. W09--12 EDGE DIST. _� EDGE DIST. sheet 3 of 7 b 1/4- MAX. v 1/4- MAX. SHIMS N SHIM@ O 5 WOOD BUCKS Z 3 21 t3 7 TYPICAL ANCHORS a TYPICAL ANCHORS 17 °A1�4" EE ELEV. g N I SEE ELEV. OR SPACING4FOR SPACING ___ _ - 25iv O 0 UO 17 20 Uj -----SCREEN OPT. ---- - -_ _ - -_ -__ ° Q►0 w _ > �i 20 27- - - -- w V �h p 6 17 wOD N 4 STEEL REINFORCINGMu AS REQD. L Z STRUCTURE SEE SHEET 2 FOR CAPACITY ° J Ci NM_ WINDOW WIDTH XO LAYOUT 1111•••• 1111 • 1111•• i-' J • a :0000: VENT WIDTH VENT WIDTH 1/ A AX. •••• J. •• 0 1 0 0 1/4- MAX. SHIMS • -• ••v ••••• SHIM D.L. OPG. D. OPG. ley •1111 0.1- • • g•• • •-. 00000 • CWOOd BUCKS 1111 • W 1111 • 1100•00 8 7 •••• •i.i �" • `� 0 • • •� 0 v 17 TYPICAL ANCHORS 0 .z �"i W •0 L.: 000000 T�F v ° SEE ELEV. • t1<0 O 1 /2 = - --= 25 = - ........ ° FOR SPACING • • f'00 • • _ 1111 r •11•••• 0 P �o • • 9s3 o _ `i Cl I D_j III I —/A-- M co 17 20 _..c4OR _j vmr _._._ ----SCREEN OPT ----- SCREEN O - ----------- ° _Q Q tf U IS 2a 27LIJ �3 W rn ' 6 17 = w 4 11 12 D.L. OPG. STEEL REINFORCINGAS REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY WINDOW WIDTH x ai c Z. j coi y a r TYPICAL ANCHORS XQX LAYOUT c g n SEE ELEV. m w o s o FOR SPACING U u o fA v MIAMI-DARE COUNTY 10 APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING � O . 0 0 0 0 0 .a _ - --- Engr: %%VAD MMAD PRADUCTREVISED FLA CIVIL 70592 as complying with the Rod& N CAX S Building Code o AccepwnceNblrkoQ� SCREEN OPT. 1�. iralion Date ff- j� 2015 Mi drawing no. WINDOW W{DTH WINDOW WIDTH W09-12 sheet 4 of 7 0 r EDGE DIST. METAL STRUCTURE EDGE TYPICAL ANCHORS DIST. MIAMI--DADE COUNTY APPROVED SEE ELEV. pp s, c `YFOR SPACING � SEE SEPARATE NOA Z I" a �\ O _ i EDGE •. z o ; n- I DIST. �• a U za = 2@8 = 2a p a IN ALT. cL it< g O4�a 0 TYPICAL ANCHORS TYPICAL ANCHORS jz W .d SEE ELEV. SEE ELEV. LL FOR SPACING FOR SPACING •••••••••••••••••• ...4e�ms.1 ��••=SQ • •1JJ t• *Goo:*••••• • • • f; 00000* •U, •J •• • • • vi •••• • •W.s •.• mocb • v F-ZW • • $ O p 1/4" MAX _Z 3 ii SHIMS ALT. H Z o 2s O o TYPICAL ANCHORS SEE ELEV. 8 W rn FOR SPACING D_ e'. d W W -1/4N N N K byf D 4 ' [ u o O � � trN TYPICAL ANCHORS o c s c`i 3 SEE ELEV. FOR SPACING ; 3 W D N U-4 d z z Y 4. •D gn Q - _ a O^ (3 �� c o000 ALT. l- oamucW 28 , x ab N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr JAVAD AHMAD PRODUCT REVISED a CML as complying with the Florida N • FLA. PE E X3538 s2 Building Code c ;; a Acceptance No ul . \ o• irationDale �-1 _ D r v Ju01 iwzvM Browing no. N";�) EDGE DIST. W09-12 sheet g of 7 i 067 ITEM PART LIE QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS U 0 2.750 N 1 FY201 1 FRAME HEAD 6063-T6 P 3/16" 500 .715 1., 2 FY202 1 FRAME SILL 6063-T6 - o �- 1.434 r � 3 FY203 1 SILL TRACK INSERT 5063-T6 - Z j 813 iv iv 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 1.71$ [016.2 � � 5 FYIOi AS READ. FIXED FRAME JAMB 6063 T6 - Q a ei062 I6 FY104 1/ VENT FIXED MTG. RAIL 6063 T6 - i$ �3.249 140`° - �+ a o 0 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 d Iil U 8 FY206 1/ VENT JAMB STILE 6063-T6 - X t] �-- Q VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - Q •813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - V ami 2.095 ,519-�--�j -�{ 130 ICA FY110 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - Q'&�M 1.1401.610 1.250 f_ �� 4 IL 11 - AS READ, REINFORCING BAR STEEL - 0 Q '� .719 ,045 .803 045 .803 12 - AS READ. REINFORCING BAR STEEL. - � 1.o O1 FRAME HEAD �--- I 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS READ. LL z U. �q 1.140 2.246 1.047 �I i.047 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 10 E,+ 062 15 FY209 2/ VENT ROLLER BRASS - 'J Z 1.140 1.610 19 10 GLAZING BEADS 16 FY210 2/ VENT ROLLER PIN ST, STEEL - . 4 • 0000•• 17 #8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS • ,•, • • • • 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS ' • • • .813 19 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB '• ' J • � ••••: U8 JAMB STILE 20 Q300TISO AS READ. BULB SEAL Q-LON SCHLEGEL • ;�. • • 1.058 21 E207 AS READ. BULB SERI. SANTOPRENE ULTRAFAB, DUROMETER 65�,� •Z UI � � ••:•'• • C • 0.000 2.063 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65f W '••• 00000* 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE •• • 3.876 1.250 �• 078 2.501 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. • 6ed, ••••:• 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 0 4 � •• Ij 1 1.140 1.340 26 WA21. 2/ WOW. WEEP VALVE PREFERRED ENG. PRODUCTS 0" o- • • 062 _ - 27 1/ VENT 5/16" BOX SCREEN OPTIONAL [7 r l 500 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 I OPTIONAL iE _Z I.,_. °a$ M-2.750 1.344 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80*5 SHORE A �' z o M O7 MEETING RAIL U d p 0 FRAME SILL `w' W rn ' 2.188 1.314 F.250 1,422 340 .312 .202 0 a o .062 c�, N � N .062 0� o $ Ir 1.375 C 1�3 SILL TRACK FIXED MTG. RAIL .500 1.187 1 .750 •� � coon 062 .062 ` tea mocw 0 2,750 2.812 2.812 2.750 Engn JAVAD MMAD PRODUCT REVISBD o 2.688CML as complying with do)+l0$dW FIA. PE # 70582 Building Code o .062 C N. 3538 Acceptmtce No tr3 fl w a PX iralion Date $ 500 69 - 4 I .969 t� Arte. Dade Product Cont drawing no. Lfl.687 1.688 2.611 .�.11_ W09-12 i� MOV. FRAME JAMB �5 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER Csheet 6 of 7 0 17 17 � _N I a� 3 ZP / 100-01 o -� o Igo W -'- G a a a 8 0 a Via" aZsA FRAME TOP CORNER ." •• • • •. W .• w •...•• VENT TOP BOTTOM CORNERS �•• }` . •` 17Jq • • Oo a O � a � W0)W W w 0)M oiz � 4- iE tj 0 9 Z,, yW-� ' .. O Engr. JAVAD AHMAD PRODUCT REVISED n CIVIL .M complying with the Florida i' N FRAME BOTTOM CORNER FLA. E Y 592 N � � . CA 8 I3uildnsgt:ode �� Acceptance No ;; a Ex Mation Date l� ,. W sY drawing no. 18 •° W09-12 FIXED MTG. RAIL CORNER sheet 7 of 7 4 3/8" CLUSTER OF 6 ANCHORS w 5" MAX. 13" MAX. TYP• AT INTERLOCK ENDS HEAD HEAD _ SEE SHEET 5 FOR CAPACITY rn CORNERS .~ Z IN ga 96" LT IL0 0 DOOR FRAME WIDTH �A 8y a �t Ogg . 4 09ng INTERLOCKS C 4WITH OR a Ij jtREINFORCIWffHOUT N SEE CHART #1 Z N - o II 11 9f 2 M PJ • � _INSTRUCTIONS: r'!� USE CHARTS AS FOLLOWS. �/ �••••= STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY = ;� �, 1; �, D �� dAND REINFORCING REQUIREMENTS. w eu /�STEP 2 SELECT SILL TYPE FROM SHEET 7 ANO LIMITEXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. a o z rno 1 I STEM 3 SEE CHART 02 ON SHEET 5 FOR ANCHOR CAPACITY. to p I t i I�P 4 THE LOWEST VALUE RESULTING FROM STEPS 1THRU 3 SHALL APPLY TO ENTIRE SYSTEM. --=-I� -==- r=--I, a II 11 OaMLn J Z �LL 00 DAYLITE OPENINGS WIDTHS: 11 it 't� FIXED STILE—INTERLOCK = PANEL WIDTH — 7.125" ,�, INTERLOCK—ASTRAGAL = PANEL WIDTH — 7.250" B i?4 W _W DAYLITE OPENING HEIGHT: ' • Mt0DUCiIItIrV=D PANEL HEIGHT — 6.50" . ... ... flormh J PANEL HEIGHT DOOR FRAME HEIGHT — 1.5625" 41 3/4" 41 3/4" m a l 1 -d,� z•bsmo r S3 FA M1TON IN D.L. OPG.' D.L. OPG. zz 'O.le 20 /� a THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 48 7/8" p� I CAstW a N SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8" a o PANEL WIDTH a ai? a .� 10 aa . „ 5" MAX• _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL 13" MAX. ` O m \0 d °� o REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE CORNERS SILL a INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). `� �lQ' LAMINATED GLASS >' CLUSTER OF INSUL. LAM. GLASS m 0 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6 ANCHORS TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT M SEE SHEET 5 FOR CAPACITY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr. JAVAD ARM t EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML N ,o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TYPICAL ELEVATION FLA PE 10592 CAN 538 OX NOT PART OF THIS APPROVAL. m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I 1 ti v ALTERNATE SIZE UNITS: ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON--COMPRESSIBLE. MAX. FRAME AREA OF DOORS NOT TO EXCEED drawing no. COME MATERIALS NTO INCLUDING CONTACT WITH OTHER DISSIMILAR MAT STEEL/METAL IALS SHALL MEET THE THE TESTED FRAME AREA OF 72 SQ. FT. W1 3-49 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 1 2 r • CLUSTER OF U 5' MAX. 13' MAX. 4 3/8' 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS HEAD CORNERS HEAD ' - SEE SHEET 5 FOR CAPACITYTyp r7 147-7/16- � a lz2 00 A �J,o 96 DOOR FRAME WIDTH a ° gg IS �5 a 5 INTERLOCKS O aESO< WITH OR WITHOUT Q 11 II REINFORCING O -t- -�= SEE CHART #1 II II U, Z y D lJ e Z J. e I I I j �� %% a. W m Fu r° 11 /�, 11 /�, /� v J \ z ` O t I / w 0000 • a zW '1 / II / /� : t V, •• 0000•• 00 •.• •.• Ni 00 LLI 0 0)0 �00006000• :•• v ___ •.•.•• r •• n • �fS •• .• O0 ;Om • ••: ••••• � • • I� �I —1 --- I t7 • 0040•• •• Nip • o • $ b 0000•• • 0000•• B .. V r'•t J H La r 42 1/16" 42 1/16" FALSE MUNTiN D.L. OPG. D.L. OPG. E z Pltt)AUC!'R�VIBED OPTIONAL o wempw"wiktb 11fe ftri 4 r 49 3/16' 49 5/16' PANEL WIDTH p Mt S^p I Z•� 0 N a PANEL WIDTH { c ASTRAGAL INTERLOCK ` 0 - - a•,a. .� as a m 10 5" MAX. SILL 13" MAX. CLUSTER OF o m CORNERS SILL 6 ANCHORS !i ° m AT INTERLOCK/ASTRAGAL ENDS o 0 0 TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY oxx Ms Engr. JAYAD AHMADCIVIL I: o A ALTERNATE SIZE UNITS: FI.A. PE V0592 C.A.N. 38 g • MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. drawing no. UV 13-49 sheet 2 of 1:2jl e CLUSTER OF t t p v 5" MAX. 13 MAX. 4 3/8- 6 ANCHORS w HERO HEAD TYP, AT INTERLOCK/ASTRAGAL ENDS RNd COERS SEE SHEET 5 FOR CAPACITY 1 - Z d 192" IL Q a 61 DOOR FRAME WIDTH So �+ v G INTERLOCKS INTERLOCKS �, QWITH OR 11 11RE NFORCIWfTHOUT R NFORCING OR WITHOUT 4 i a y g N SEE CHART #1 SEE CHART #1 ``' 11 11 , 1 1 tl 11 Z �t I� 11 11ass to Cgu -; v, tl II , J II / If - / • N •••� 9090•• O 4� 11 jl II II •• • '� • O •• •• i �•• 9999:• tt tl k ===�F==-=��== k a ====a1---- ' . ' •• �• :9999: it 11 _ -11 Ir--- •• � � �id • • • - II II �` b jl Ij � " • .y ��tf! 9999• 0 ca j1 I � �1 tl II •• O —• �J� 9999•• t Ij tt II ZLL �o"� •• : •I cam» 4 ...... UJI 3"'z- 'na ro .r�i _ _ u. :y:r; �.,;� a'�'« ''v.-�e� ;l i..." x .& l�:wi. ,1, ''c�� N • 42 1/16" 42 1/16" FALSE MUNTIN D.L. OPG. D.L. OPG. m Z PRooUC r RBVISEp OPTIONAL to g 49 3/16" �wmAying wl+Yiti the iFFur* a kdft PANEL WIDTH 49 5/16" Ctz! =S PANEL WIDTH 1>M�te 2 u INTERLOCK ASTRAGAL INTERLOCK 01 5" MAX. " - aj d m a SILL 13 MAX. CLUSTER OF o o°� 8 0 CORNERS 6 ABHORS a o TYPICAL- AT INTERLOCK/ASTRAGAL ENDS .b cam y OXXX SEE SHEET 5 FOR CAPACITY rt C i ALTERNATE SIZE UNITS: Engr. JAVA& MM ' CIVH. N • MAX. FRAME AREA OF DOORS NOT TO EXCEED CCA 'PE 38 S THE TESTED FRAME AREA OF 144 SO. FT. a Y 2015 • drawing no. W13-49 sheet 3 DOOR FRAME W. 8 • M_ C E NOTE: Z 3 w o 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2 f 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS a REQUIREMENTS SEE SHEET 5. goo v g s 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. d INTERLOCK CE a �N h OX(SHOWN) EXTERIOR ei XO DOOR FRAME WIDTH (SEE Dp TABLE) a XX M g �° p ana � DOOR FRAME WIDTH �j © ® CO ZrZ W z0` ' esc°fl_ tLj J G 0 H Q Ofd @D 4a INTERLOCK U in ASTRAGAL -j 1 OXX(SHOWN) EXTERIOR (/} .e•& XXO DOOR FRAME WIDTH (SEE Dp TABLE) i • •••••• W � • W • • • v e •• .•�} e..ee• DOOR FRAME WIDTHLTJ © A Q © e I � � 4 i••.•i A e• VH►� • • • In 2 iER e EJB v • • U — OL ee...e $ e ASTRAGAL INTERLOCK N W OXO(SHOWN) EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) DOOR FRAME WIDTH C D G D H PROAUC>rgZ"Xb M 9 1 0 0o 0 0 ,�� o Q lz y: P W CC 40 0 [71H pp QIL C x 2 0 0 INTERLOCK INTERLOCK H ooi3 L o s m OXXX(SHOWN) EXTERIOR XO I DOOR FRAME WIDTH (SEE Op TABLE) Eogr. JAVAD AHMAD APPROAVED CONFIGURATIONS FUS PECML CAN. 38 _ DE 20fi5 $ drawing no. W13-49 sheet 4 of 123, • CHART #1 CHART #2 3/16" TEMP. GLASS v w RESIGN LOAD CAPACITY - PSF (GLASS) LOAD CAPACITY - FSF (ANCHORS) " /� GLASS TYPES GLASS TYPES 3/16" 38AIR SPACE HEAT STREN D GLASS / `Y 'B', 'B1' 'A', 'AI' 8 ANCHORS M AVERAGE DOOR FRAME A DDDR fWIME AT MTG. .090" Interlayer 3/16" HEAT STREN'D GLASS Z 1YITHOUT REINF. WITH REINF. 090" Interlayer Q -i PANEL WIDTH HDCHT PANEL WIDTH HEIGHT 3Tg8 ENDS SentryGias INCHES INCHES EXT.(+) INT.(-) EXT + INT. - (MCHES INCHES EXT, + INT, - By 'Kuraray Americo, Inc. 2 z O i ) i } O i ) ( } SentryGlas 30 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16" HEAT STREN'D GLASS By 'Kuroray America, Inc.' g a w a 36 70.0 80.0 70.0 80.0 36 70.0 80.0 � LL O IL IR U 3/16 HEAT STREN D GLASS Q O 42 82 70.0 80.0 70.0 80.0 42 82 70.0 80.0 0 ��ut 48 70.0 80.0 70.0 80.0 48 70.0 80.0 z i I I IL p C 54 62.2 71.1 62.2 71.1 54 62.2 71.1 g m // I I i I \\ g m / I I I L I I \ Qj y p9 30 70.0 80.0 70.0 80.0 30 70.0 80.0 W / 23 I I I1 \ 23 i I if if \\ Q O M 36 70.0 80.0 70.0 80.0 36 70.0 80.0 1: / i I i i 28 \ / I I I I j 28 \ O d C Q °a 42 70.0 80.0 70,0 80.0 42 84 70.0 80.0 Rl.� SILICONE ! 11 I! SILICONE Q I3 tiDOW 899 I 1 1 DOW 899 N700 80.0 48 70.0 80.0 , I , 'A54 7 . 62.2 71.0 54 62.2 71.1 IaNI430 70.0 80.0 70.0 80.0 30 70.0 80.0 R` Will 36 70.0 80.0 70.0 80.0 36 70.0 80.042 90 70.0 80.0 70.0 80.0 44 90 70.0 80.0 29 CARDINAL XL 48 70.0 80.0 70.0 80.0 48 70.0 80.0 , i EDGE SPACER 54 - 62.2 71.1 54 1 62.2 71.1 ST. STEEL -71GLASS TYPE 'A' GLASS TYPE 'AI' � U o 30 70A 80.0 70.0 80.0 30 70.0 80.07/16" OVERALL LAM. GLASS 1" OVERALL INSUL LAM. GLASS 4= JIn 36 70.0 80.0 70.0 80.0 36 70.0 80.0 0 •• p m (n • 42 96 70.0 80.0 70.0 80.0 42 96 70.0 80.0 3/16" TEMP. GLASS • � •• rfsi •••••• 48 70.0 80.0 70.0 80.0 48 70.0 80.0 •• W • no •• 3/16" HEAT STREN'D GLASS 3 8 AIR SPACE .. t 1 •• ••••;• 54 - - 82.2 71.1 54 b2.2 71.1 30 70.0 80.0 70.0 80.0 30 70.0 80.0 QC .090" Interlayer 3/16" HEAT STREN'D GLASS • N>- x •••• 36 70.0 80.0 70.0 80.0 36 70.0 80.0 Butocite PVB 98 98 .090" Interloyer •• �;.- ••••• By 'Kuraray Americo, Inc.' Butacite PVB •• • Q ca N ••i••• 42 70.0 80.0 70.0 80A 42 70.0 80.0 v� 48 70.0 80.0 70.0 80.0 48 70.0 80.0 3/16" HEAT STREN'D GLASS By 'Kuraroy America, Inc.' •• � 1 6000:0••••• 30 - - 70.0 80.0 30 70.0 80.0 3/16" HEAT STREN'D GLAfSfe :"� Z u-so s• 36 102 - - 70.0 80.0 36 1 d2 70.0 80.0 i a �r �" • 42 -- - 70.0 80.0 42 70.0 80.0 !I7 ••s s•• 48 - - 70.0 80.0 48 70.0 80.0 .m / I I I I \ ,m / I I I I I1 \ • q ; ,B v • • 30 70.0 80.0 30 70.0 80.0 `a // 23 j► i I \ tmis 2.3 11 if I \\ W �' 36 - - 70.0 80.0 36 70.0 80.0 1 I1 28 \ / } 1I 11 28 \ N 42 108 - - 70.0 80.0 42 108 70.0 80.0 �! �1 ` SILICONE !1 II II SILICONE 1 DOW 899 !1 I L I I DOW 899 48 - - 70.0 80.0 48 70.0 77.9 r I I 11 ! ! 9 1 0 \ 17 15 pIx12W 7 \ 29 // \ 2g /CARDINAL XL E15 �. � i � � EDGE SPACER v ST. STEEL s d I 6 7 }�'.I+ GLASS TYPE 'BI' x r w 1" OVERALL INSUL. LAM. GLASS 6 f'RODuC r Rf.'vWb 2 ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS torrae,„p N�If< , s FOR DOORS WITH 2-3/4" SILL HEIGHTS. Ihi it 9 Cents �o m c c m v 17 FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF �e - \2�{y'� i DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR M _ INTERLOCKS WHOUT HEW, INT OC S WATER INFILTRATION RESISTANCE Engr; JAVAD AtiMAO SEE SHEET 7 FOR DETAILS CIVIL 1Ceat�i N FLA. PE 0 70592 NOTE: C.A.N. 5M SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. �E b SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: ?2 �•5 LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W13-'49 DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 12 tt 0 w M 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 0 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a goo.j m� o tam SEE ELEV. FOR SPACING C E G 4 u=177 KSI, Fy=155 KS!) THRU 1 BY OR 2BY BUCKS INTO CONCRETE d 1-1/4" MIN. EMBED INTO CONCRETE I J v 011111Y41 -177 KSI, Fy--155 KSI} I Q lY UIKLk;ILT INTO CONCRETE I 1-3/4" MIN EMBED I GWtOE 5 CRS) v J INTO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I ww • INTO METAL STRUCTURES . d 'ww.w ..wwww • • M •w STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) • +, • ALUMINUM : 1/8" THK. MIN. (6063–T5 MIN.) •• N •• • ••w•w• L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) cv•• •� :••••: . . tne`-• AT SILT. — — — •led •v'F) ..�.w• 0* ,**4 O m� .•w•• O =177 KSI. Fy=155 KSI)MEN •• Q Z%!4) s w •w w w w• J • . _ DIRECTLY :��cCONCRETE •• Z �L- •w 1 -3/4" MIN. EMBED —L — — _ — I ; Ole w 09 AT JAMBS-- — — — — -- • 0 W :; •• • OF L u=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY r,teou6+cr�vjs�p a 1 1/4" MIN EMBED INTO CONC. OR MASONRY vmh'the fur* �3 R �$5 '. ,.. "' Fu=177 KSI, Fy=155 KSI) I Acaptse hio- C o o a DIRECTLY INTO R MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I ip IF ^`�y - RA5 CRS)INTM � GDE `b D MULLIONS (1/8" THK. MIN.) 1 rn a INTO METAL STRUCTURES ° o I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) I 8 o L C a ro v ALUMINUM : 1/8" THK. MIN, (6063–T5 MIN.) L ^ ^(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I , J M a- Engr: JAVAD AHMAD ® !3 ANCH R EDGE DISTANCES CML a INTO CONCRETE = 2-1/2" MIN. A 82 g r INTO WOOD STRUCTURE = 1" MIN. MuLdtj INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc 3000 PSI MIN. ?�� drawing no. C-20 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. W13-49 sheet 6 of 12 ' TYPICAL ANCHORS o SEE ELEVS. 18Y OR 25Y WOOD BUCK _ FOR SPACING (SEE NOTE SHEET 1) a METAL e .. STRUCTURES t-------------------------------- 1 M •. � 'e: -. r-----------------------0000...»0.000..-0.000, EDGE• DIST. e " � 1/8" THK. j 1 MIAMI-DADE COUNTY APPR'D MULLION I I Z ° :°S�AGER)rD a ONCRETE SEE SHEET 6 ¢f ° KSI MIN. ( ) I I SEE SEPARATE )NOA i I 0 � `it Z e N 4. •e d oa. EDGE DIST. 3-1/8" 1 I { Y STAGGERED j I I3-1/8" j g� a s __'418 I I I STAGGERED I jt fi O p o L-- --_--- ------_---- --------- I 0 I L — — ---- .J tv V 1 0t 21 � to W Cf p aca TYPICAL ANCHORS TYPICAL ANCHORS () a 4 SEE ELEVS. SEE ELEVS. Mao FOR SPACING FOR SPACING Q w y� I 1 I I! II It it it i0 II 11 11 it i1 11 II 11 it it V a II II I 1{ jl J 3 _j ua'i 0000 it II it ;I i1 I 1t I I II I1 O ••• • ij!�CiDUC fi REVISED •••••• Irtt►emoP Swhh the Florid#: 'Ica G •'p' II II II 1 11 • W • • ji ji ! jItNo_! I.- •• ••00i• 1 Ii it it it 11 II II it Dote o N tlHl�•�• i•0.0: it it 11 If !1 IL 1 0000•0 � W a 1 1 1 I t •• • O OIs a 0.000 s J o •• « Z .!Jr*uv 0000•• W o 1 I is j WEEPHOLES: 6ILL. CO .' a 1 I I 11 0 3 � n 0000:. a 0 it it 'I .I .1 W1 = 1-1/2" LONG NOTCH AT EACH END. • O z • W it it 'I it ;I W2= 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS •• at W •••••- I! II it it iI AND 36 O.C. in it !I it if ill W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS it if II it 11 AND 36" O.C. 11 i1 11 i1 11 11 It if it !I W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS gel AND 36" O.C. II Q It 11 i! 11 it It It I it it II II 11 11 If PIPE N 23 ► it '1 i, 11 PALE PADS: 4 LOAD BEARING SHIMS 14 0 PORURED & HARDENED P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION v� k HIGH STRENGTH GROUT 13 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH m m + * VP4 NON-SHRINK, NON-METALLICf'c = 5000 Psi MIN. P2 = SELF ADHESIVE PILE PAD 2s 1" X 3/8" X 1/4" HIGH12 chat :P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN ° v o W4 2-1/2" X 1" X 3/8" HIGH > c m N P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 1 21 a rA 2" LONG X 1-7/16" WIDE X 7/16" HIGH _ W3 + „ I N to ENC JAVAD AHWZ �: •1 0 ::':::�~::0000. .....:..: 8 ;e• Ill PES 70592ab N N 1 . '° NOT APPROVED LIMIT MAX. LIMIT MAX. 3538 CONCRETE < e ' < P3 FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOADS 3.K Ia iyI1,N` .d e• I a e TO 47.0 PSF TO 70.0 PSF EDGE DIST. ' ' 1 3--�fli Q ' ' ' SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD drawing no. STAGGERED TYPICAL ANCHORS SEE ELEVSEE SHEET 5 CHART I FOR DOOR CAPACITY W�3-49PI FOR SPACING sheet 7 of i 2 1 M TYPICAL. ANCHORS PANEL WIDTH Z SEE ELEV. REINFORCING a FOR SPACING AS REOD. SEE SHEET 5 FOR CAPACITY TYPICAL ANCHORS 0. f4 P2 ................................ D.L. OPG. FOR PACING a U SEE ELEV. O N v iD� • G i a sly ° Z2 1t 22 w J M g' tliililtiti11it1111it/tii\{tit - - - L .T _ o 1 O a INTERLOCK ZBY W BUCK o g 00V 60606 17 D g 21 OR • W 6 M • W WOOD ST TURE 0:: ��: 00 s 0 is 8SEE NOTE HEFT 1 s•s W :� • 6 8 t ' EXTERIOR U • D.L.O. 3 060 ® M • issss: O \—P3 C3 v1 04 �p M N • • Q W)ON 00:•60 :., PANEL WIDTH 060 C] �0, •000:6 * 0:0 61 Z 3iL-0a • 1/4- MAX. DOOR FRAME WIDTH (SEE Op TABLE) 1/4- MAX. • it ��6�. .06:0. SHIM 0 d J " 000600 SHIM 6:0 (� r$6s� • • c W �•Pi Pao»ucr REVI. 10"011111A-R fludds bdfAs�e n•:W-Cb 12.61- Data t, c 8 N 8 f MtE 6AIfbJ a o 0o s f n Engr: JAVAD AHMAD u o CIVIL n \ 3 FLA. #_70592 C 3538 2�?IS -8 W drawing no. Wl3-49 sheet 8 of 22 O PANEL WIDTH REINFORCING PANEL WIDTH AS REQ0. SEE SHEET 5 FOR CAPACITY D.L. OPG. ?3 D.L. OPG. AP2 7 pp 0 TYPICAL ANCHORS LL o ------------ SEE ELEV. ............... ......... ... ...... ................ .......... ..... FOR SPACING neviAND QUANTITY ........................... ... ............... =.......*.. *......... 0 top --------- ......... ..... .. ....... Cf 0 Z7— ......... W. .......... ............... O IL - -------------- m "'Ittmi u M;0 ............. ui z .. .. ............... ........... ... ........ ............... .. ... ..... M r3Tia: . zw . .......................... ... .................. .. . . ..... ..... .............. MEW r STRUCTURE ASTRAGAL INTERLOCK s n17 w F- 8 •J • . , EXTERIOR000000 D.L.O. • 27 P3 PANEL WIDTH • U) 00 •0 " 3t cpm TYPICAL ANCHORS DOOR FRAME WIDTH (SEE Dp TABLE) 1/4" MAX. • 0 c)In in SEE ELEV FOR SPACING SHIM • 4 Z Lok mobucrRevism l*"x0Wft whb Ike Florkla AN bi 4k. 21 4 > 0 < 93 W .. 9 - Eager JAVAD AMAD wCIVIL A 0 FLA. t70-592 3538 it 2 drawing no. 1/4' MAX. DOOR FRAME WIDTH W13--49 J ITEM PART * QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS v w 1 E701 t FRAME HEAD 6005-T5 - IA � 2 £702 1 FRAME SILL. 6005-T5 - ! M 3 E703 2 FRAME JAMB 6063-T6 - Z j 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - 5 E705 AS RQD. PANEL LOCK STILE 6063-T6 a j 6 E706 AS REQD. PANEL OUTER INTERLOCK 6063-T6 - 7 E707 AS READ. PANEL INNER INTERLOCK02 6083-T6 - M v 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 L }u 9 E709 AS REQD. PANEL FEMALE ASTRAGAL 6063-T6 - O ?y A 10 E710 AS READ. GLAZING BEAD 7/16" LAMINATED GLASS 6063-T6 - {j Q M it E711 AS REQD. GLA2INO BEAD 1' INSULATED GLASS 6063-T6 - Cf 0 mi2L9 12 E712 AS REQD. SILL TRIM 6063-T6 OPTIONAL0 L O G 13 E713 AS REQD. 2" SILL RISER 6063-T6 - 0 43�C ICIN 14 E714 AS REQD. 2-3/4" SILL RISER 6063-T6 - Z N fi 15 E715 AS REQD. FIXED PANEL CLIP (CONTINUOUS) 6063-T6 y a " 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - a w m- 18 #10 X 3/4" HWH SMS AS REQD. FRAME ASSY. SCREWS ST. STEEL - u 18A #10 X i" FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL 19 #8 X 1/2" PH SMS 2/CUP FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENDS 8c 16" O.C. cl 20 10 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 1 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP _ FIN SEAL .190 HIGH BY ULTRAFAB 0 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB V1 •�� 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 •� W .aM.. �• 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2" MTG. SPACER REQD.) •• , W 25 E718 2/PANEL FIXED PANEL SKATE OELRIN a •w 26 #8 X 1/2" PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL • Z y • : �: 27 - AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK ' C8 M C-4) •• •• 28 AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE ' p R ,4 09099 29 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A : Z 3 u- eo�o i • • V . •••••• LLJ La •• • I�onucr>a�vlsl�a � SEALANT: 5t8 s 8 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH LCk�• g I o Ix WHITE/ALUMINUM COLORED SILICONE. �a V a O y ° • � a M Engr. JAVAD AHMAD u a CIVIL FLA. PE 0 70592 C 3538 drawing no. W13-49 sheet 10 of 12 5.059 3.562 3.562 V v w . " .125 .130 � -�{ .693 .078- I M Z 1.129 .078 1.312 1.824 .937 k1.252 .937 ,050 1,021 ® 1 J7d 1.648 2.105 .078 1.648 62 .062 I jggr g N a IL L n 1.998 1.998 L1.252 -� O a Np �'�S V .094 N 2.625 O FRAME HEAD O PANEL LOCK STILE 2.625 10 i" iNSULINLAM.GLASS 11 7G/&ZILAA4. OLASS v QBEAD 0 u M REM t 471 7 PANEL INNER INTERLOCK 0 Q OM 0< 1.144 .210-x{ 0 03 N O Z N 062 3.562 .210 4 N o .osa J 1.998 .210 .068 F 3.250 2.687 - i�iL- 2.313 .078 ,078 2.105 1.937 _ 1.648 1.047 1.047 1.047 g J r.125 .068 tn 5.532 � A. 1.998 1.823 2.625 i2 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER • •• .• • e� N t • .062 �4 W •� se•ee• PANEL TOP & BOTTOM RAIL G) PANEL OUTER INTERLOCK ' • :0000: y � (n ate- • • F 2.248 • $ O i tn •eie•• .915 .125 •• t� Z �h� e•••e• l 4m • • h p ee ••e• 357 1 O NOV • • 0 9 06 1.494 V ,...w 3 1.540--�1 I .078 FRAME JAMB • w w o> •� • e ?- .125 1.998 2.067 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER 1�[tOlh1?C 1E it£Yi .11 0 N i= i.i� �2 3.687 F r--- � ��is the Fforhla y 078 3.437 MkafNe DNtt (0? 1 " 5.274 .078 1.824 p� pf uhri Conkw y Q FRAME SILL y e 1.824 L c 3 3.996 am v .820 1.648 r7 .078 Engr: JAVAD AHMAD n 3 CML N 2.500 FLA PE 70592 C.A.N. 538LA i40 o o LC 2.000 y } 2015 _ drawing no. W1 3-49 CD PANEL FEMALE ASTRAGAL Q PANEL MALE ASTRAGAL sheet 1'{ of 2 U W O� .w 78 r ° 0 sum Q M x101 a Ed �. z c 00 VL U o m J 00 sees FRAME TOPOSL RNER • W •••�. sees:. • PANEL TOP/BOTTOM CORNER •• } mw�••�. sees.. .. N • .. •� Z �•� sees.. s. • z '. • ��--;; .000.0 • 0 • W r, D s • ..0000 • � N 18 PRODUC r REVISRO H N as cowWith(he Flario c i a � 0 Aa�ptaa,eHte J -p 2•c� "' iti�iratira Date �a tfull 0 AAard i+�tr t Cetq�ol c • O q .— /� s M! Engr. JAVAD AHMAD c ML N FLA. PE 70592 ' C.A.N. 538 " a5. ,a a drawing no. FRAME BOTTOM CORNER W13-'49 sheet 12 of 12