Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-09-399
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 22, 2009 Inspector: Bruhn, Norman Owner: HOUSTON, WILLIAM Job Address: 1248 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: GARY BERNHARDT CONSTRUCTION Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number ()_- Parcel Number 1132050090330 Phone: (305)259 -7575 Building Department Comments Inspector Comments Passed `;'i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 21, 2009 Page 6 of 23 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. IMCMETMI MAR 13 2009 Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) ...)6 A,N. Iv . Per: We, Phone # Owner's Address /218 *? ?7.T City f //4 5woe State Zip - Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 33� /2q WTh5 FOLIO / PARCEL # // 32. O ff ' CO % 62.,E 3 Is Building Historically Designated YES NO 9C Contractor's Company Name C y eao l- F 7 C&i S II " Phone # 349 5 ° ' '3497 1 Contractor's Address 7 7 0 in S w, t 1 L .��. _/ City 49 / /97r71 State F L Zip 73 (i 6 Qualifier Name G p'(2. r Phone # ,,� , 6 3 -7 State Certificate or Registration No. C_ G- C. 0 A-575 FCertificate of Competency No. Architect/Engineer's Name (if applicable) OGA 0J 7 7f 71J&' Phone # ( )22 2 &22.5"-- Value of Work For this Permit $ `,S•' ®__3 Square / Linear Footage Of Work: s6x4- Type of Work: ['Addition ['Alteration ['New Al. Repair/Replace ❑ Demolition Describe Work: %'R /9�C AJ 62.)O® -S ('3' o A.,1106-5 404.E ® C r v C_ ,'Lu 1,-/PACT M - 9 0 ® c9 S , I / R 6 4 Submittal Fee $ (J; Notary $ Scanning $ q' d ***************************Fees************************** **** **** * *,t,t *,x***** *** * ** *** ** * ** * **** ** Permit Fee $ Training/Education Fee $ Radon $ Bond $ c9 7°° DPBR $ CCF $ C31( e() Ctet6C- . Technology Fee $ V! 010 Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 011- (41 See Reverse side -> Bonding Company's Name (if applicable) p /f Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City (1) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 en law broc . will be delivered to the person f commen •nt ° us .be %osted he job site d In t'�� ce of y pow`. notice, the promise in good faith that a copy of the notice of commencement and constructio whose property is subject to attachment. Also, a certified copy of the recorded n for the first inspection which occurs seven (7) days after the building permit inspection will not be approve d -% T a rei .ection fee will be charged The foreg day of Owner or Agent strument was ackno ledged befor this 20 0, by , who is personally known to me or who has produced NOTARY PUBLIC' Sign: Print: identific d'. ho did .. oath. The foreg in • strument was acknowle day of 2 , by ;• who is personally known to me or My Commission Expire Sign: Print: My Commissi * * * *** * * *W**** * * ****akak*** * * ** ** * *** ** * ****** ***** ** *** *** ** * ***** ** * ** Yak***** ** *+Y ** *** *,t,t,t***** ** **** *** *,ter APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning 1111111 111 11111111111111111111111111111111111 C FN 2OO9RO 13 083 NOTICE OF COMMENCEMENT OR @k 26764 Ps 1945; Upg ) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 02/24/2009 15:29:32 HARVEY RLIVINr CLERK OF COURT MIAMI-DAOE COUNTY, FLORIDA PERMIT NO. TAX FOLIO NO. 1/ 3'2€ E7 03.30 LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description operty nd - - addres9 (e e 1. 4 Ai . 1 5 2, Description of i roveme t: / /2/a c/ i 3. Owner(s) name and address: Z `il � 0 Interest in property: Name and address of fee simple titleholder. `� )722 �3 J 4. Contractor's name and address: _# �fi �c€9 ate/` 9 /.5 6. 5. Surety: (Payment bond required by owner from contfact r, if any) Name and Address: Amount of bond $ 6. Lender's name and address: .d 'nom; Il a i'h ic 7. Persons within the state of Florida designated by Owner topmEwIRDWA •-• 6 Pert provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: ` By 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is s • ecified) dt% ignature of Owner " Print Owner's Name ,J ri"� ?e t It !9 Swom to and subscribed before me this �o day of Notary Prtbiic: Print Notary's Name: My commission expires: MARTHA • 110 MY WMMISSION # DI) to ••'V7 Sanded E IR€*5my p k Prepared by A/ p Y 20 Coq . Address: .x/60 5g? ,0 BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MCIEEVIC D MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING (B °A AR 1 2O Jjj4O WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 01412-1563 (305) 37$-2901• • FAX (395•395 -2908 ` l3/ Aaaaoa ® ®o ° ®oo °oo • This NOA is being issued under the applicable rules and regulations governing the, materials. The documentation submitted has been reviewed by Miami -Dade County vi io and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade ` ®$ nn •ry ••• iareas where allowed by the Authority Having Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prod41 •trot Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/27/03 with revision D dated 05/12/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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 and renews NOA # 07- 0928.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. ••. • • •••• • • • • •• • • • • • • • •• •• 2. Drawing No W03 -75, Sheets 1 through 8 of 8, titled "Series- 20e0∎Aitxm. Horie Sliding Wdw. (L.M.I.) ", dated 08/27/03 with revision D dated 0.11121(18, pre aaro by Al- Farooq Corporation, signed and sealed by Humayoun Farooq,'P 1. B. TESTS • • • • • •• •• •• • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • : • • • • 2) Uniform Static Air Pressure Test, Loading pct F$t TAS 012-94 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 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 01/18/08, signed and sealed by Carlos S. Rionda, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07- 0928.13) 3. 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) E -1 Manuel Perez, Product Control Era er NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 • • • • • • • • • • • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test •reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading pe aj TAS'a)%14 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, TAS82e3 94 • 6) Forced Entry Test, per FBC 2411 3.2.1 and ra• 2 -94 • • •: • • along with marked -up drawings and installation diagram of an aiiym horizontal sliding window, prepared by Fenestration Testing Laboratory, Thst Resort No ... FM-3804, dated 05/15/03, revised & reissued by Fenestration T:estipg Labo`rat ry dated 08/10/06, all signed and sealed by Joseph Chan, P. E. • • • • • • (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2008, prepared by Al- Farooq Corporation, dated 05/28/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5475, issued by Fenestration Testing Laboratory, Inc., dated January 21, 2008, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window, approved on 05/08/08 and expiring on 11/06/08. E -2 Manuel Per v. '.E. Product Control ; iner NOA No. 0 : 27.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'D' B" MIX. HEAD /SIU. CORNERS 111' WINDOW WIDTH FALSE MUNRNS (SURR BE CE ED) 10' i x. av MAY A II 1 1 I 1 1 1 1 1 HEAD /SILL I ==!====t --- II II _ -1L___ i n n i o V II - U it II IL __ ® ii 1:T i ===fit! — 4I 4 �� �� 1� ___ �L_ I 4 I II r i1 i h Iii y i. i I. T% it - ---4L'=1---- 1 �l II 1 �L_ I, ,I 33 1/2' D.L OPG. 37 8/8' VENT WIDTH SERIES -2000 ALUM IJORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. D.L. OPO. TYPICAL ELEVATION TESTED UNIT APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED MD TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNTIED TO STEEL/METAL SCREWS, THAT COME INTO • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS • OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. • 33 1/2' D.L. OPG. 37 8/8' VENT WIDTH m •• ••• • • • • • • • •• • • mr sQSsrazPACT W. igiVidgun •CROWI ••Fu5•• CAN ®'ZOOS': • •• z 8 3 0 ng 1 1 a8 4 a m 1 8 drawing no. W03 -75 (sheet 1 of 8 ) ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ti) DESI4N LOAD CAPACITY - PSF' (XO OR OR Si: ES) WINDOW DIMS. S. STD. MTG. RAIL H.D. MTG. RAIL MASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'Al' GLASS TYPE '81' 01483 TYPE '0' GLASS TYPE 'D' GLASS TYPE 'Al' WIDTH HEIGHT EXC( +) NT.( -) EXL( +) INT.(-) ocrd +) .( -) ocrd +) NT.( -) 26-1/2" 37' 53 -1/8' 74' 26' (3) 3 70.0 80.0 70.0 80.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0. 70.0 80.0 83.3 90.0 5 '.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 7 7''1 80.0 70.0 90.0 70 80.0 83.3 90.0 28 -1/2' 37' 83 -1/8' 74' 38 -3/8' (3) 3 70.0'. 80.0 70.0 90.0 80.0 83.3 90.0 4 70.0 , 80.0 70.0 80.0 70.0 80.0 83.3 90.0 8 70.0 '�' 0 70.0 90.0 70.0 80.0 83.3 90.0 7 70.0 0 70.0 90.0 0 83.3 90.0 26 -1/2' 37' 53 -1/8" 74' 00 -5/8' (4) 3 70.0 80.0\ 70.0 90.0 70.0 80.0 3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 7 - - 70.0 90.0 0 833 90.0 28 -1/2' 37' 53 -1/8' 74' 83' (e) 3 70.0 80.0 70.0 90.0 70.0 80.0 83 90.0 4 58.9 673 70.0 90.0 70.0 80.0 83.3 5 42.8 48.7 70.0 888 70.0 80.0 83.3 80.0 7 - - - - - - 833 90.0 24' 39' 48' 80' 72' 24 2 70.0 80.0 70.0 90.0 780 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 833 980 8 70.0 80.0 70.0 90.0 70.0 80.0 833 90.0 24' 36' 48' 60' 72' (3) 2 70.0 80.0 70.0 90.0 70.0 80.0 833 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 833 90.0 24' 38' 48' 80' 72' 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24' 38' 48' 80' 72' so 2 70.0 80.0 70.0 90.0 70.0 80.0 833 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 833 90.0 4 542 61.9 70.0 90.0 70.0 80.0 83.3 90.0 5 48.1 51.5 70.0 87.3 70.0 80.0 83.3 90.0 8 - - 70.0 79.7 70.0 787 833 980 A = N0. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JA48 STO. SILL WITHOUT RISER SM. SILL WITH RISER UMI1 EXL( +) LOADS TO 53.3 PSF off EXT.( +) LOADS TO 70.0 PSF HI -RISE SILL WITHOUT RISER 3/ 870.9670. RA1!. rLr� 2/ 3/ `F( 9- , �3� r o� iii r z / 1� HI -RISE SRL WITH RISER LOOT EXT.( +) LOADS TO 67.5 PSF LIMIT EXT.( +) LOADS TO 8.3.3 P5F H.D. MTG. RAIL NOTE GLASS CAPACITIES ON THIS SHEEP ARE BASED 012 LWIG• 6 AM ION • GV$TS) AND O D I G•COyI �Sl • • DE TORY SiATEME/ST OCA05 -19E( -2119 • •• • • • • ••• • ER . • R.A.cAP4. Q86557 Lavelle �. • • •• • • • • • Dale, • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V a l• 1 drawing no. W03 -75 { sheet 2of 8 ) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIES. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE A' GLASS TYPE '8' MASS TYPE 'Al' GLASS 7790 '31' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' 110114 HEIGHT EXT.( +) INr.( -) Exr.( +) DH.( -) Exr.( +) NU-) EXTd +) I( -) 74' 108 -1/4• 111' 0) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 933 90.0 10 - - - - - - 833 90.0 74" 108 -1/4" 111" 38 -3j8' 0) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74" 108 -1 /4" 111' 30 -Sf8 (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 90.0 70.0 80.0 70.0 80.0 83.3 90.0 ;. 90..x.. 10 - - - - - - 83.3 74" 108 -1/4" 111' 63 (8) 7 48.4 819 70.0 90.0 70.0 80.0 83.3 ,+ 10 - - - - - - 83.3 :0 0 10 - - - - - - 833 70.0 72' 84' 98' 108' 24' (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 90.0 80.0 10 70.0 80.0 70.0 90.0 70.0 80.0 .- 90.0 72' 84' 98' 108' 38' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 80.0 70.0 70.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70. • 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 "0A 80.0 83.3 90.0 72' 84' 98' 108" 48' (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 80.0 72' 84' 98' 108' or (5) 7 54.2 81.9 70.0 90.0 70.0 80.0 833 90.0 8 47.8 54.4 70.0 90.0 70.0 80.0 83.3 90.0 9 - - 70.0 83.9 70.0 80.0 83.3 90.0 10 - - 70.0 78.7 70.0 78.7 83.3 90.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB STD. SDI- WITHOUT RISER L98T FM.( +) LOADS TO 53.3 P89' LINT Exr.( +) LOADS TO 70.0 PSF (1/31) (1/31) (1/31) OPERATING VENTS TO BE 1/3 OF THE WINDOW 8110TH STD. SILL WITH RISER STD. MTG. 11AAU HI-RISE SILL WITHOUT RISER DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A STD. MTG. RAH. H.D. MTG. RAH. GLASS TYPE 'A' 61493 TYPE '8' GLASS TYPE 'Al' GLASS TYPE 131' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' WIDTH HEIGHT EXr.( +) INT.( -) IXI:( +) INr.( -) m.( +) IM.( -) EXr.( +) INr.( -) 74' 108 -1/4' 111' 28' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 833 90.0 74' 108 -1/4' 111' 38 -3/8' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 833 90.0 10 - - 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74' ? 8" 7 - - 70.0 90.0 70.0 80.0 83.3 90.0 74' 668} 7 - - - - - - 83.3 90.0 72' 84' 9r 108' 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72' 84' 98' 108' 38' (3) 7 70.0 80.0 70.0 909 70.0 80.0 83.3. 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - 70.0 90.0 70.0 80.0 83.3 90.0 72' 84' 99' 7 70.0 80.0 70.0 80.0 70.0 80.0 83.3 90.0 8 - - 70.0 90.0 70.0 80.0 83.3 80.0 9 - - - - - - 83,3 90.0 72' 90' (5) 7 - - 70.0 90.0 70.0 80.0 83.3 90.0 A = N0. OF ANCHORS PER HEAD & SILL () m NO. OF ANCHORS PER JAMB H.D. 1R - 'C -. RAR. w -RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 88.7 PSF LIMIT ExT.( +) LOADS TO 83.3 PSF • • (l/49 4 (1 /2W) s (1 /40 4' OPERATING VENTS TO 8E 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACIT)ES ON THIS SHEET ARE BASED ON ASTME1300 -42/04 (3 SEC. GUSTS) IE1J OIDE LARATOR SA EN DDAO• �Cii219 En I . H11•1084 • • • • • • • •• snaRIMSEs •.• • • II 41 t 62008' ; • • •• Acaparma No Vote tp •• • • • • • • • • • • • ••• 0 • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V Oh s 8 tzi s4 drawing no. W03 -75 (sheet 3of 8 J WOOD BUCKS AND METAL STRUCTURE NOT BY ES. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4` TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0907 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4° MIN. INTO METAL STRUCTURE = 3/4° MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SIUCONE WEEPHOLES; W1 = 1- 13/16' x 1/4" WEEPHOLES AT 3° FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4° WEEPHOLE AT TOP & BOTTOM RAIL 1* FROM EACH • •• ••• • • • • • •• • •• • • En• OIL I+ f C.A.N. X-18 • • • • • • • • • • ••14Nct62O0i.• • • • •• • • • • • • • ••• • Part • Bolding Code Auep1a K Poe Bets • END • • • •. • • ••• • • z g re a Cit 0g OW 8 I'z� MO 1 2Q FiS 0 9A 1 qyg 1 6 drawing no. W03 -75 sheet 4ot 8 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • sheet 5 of 8 ) MAA D -DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA ITEM PART # QUART= DESCRIPTION MATERIAL MANF. /80PPLIER/REYARES 1 ES1003 1 FRAME HEAD 8063 -T5 - 2 552001 -1 1 STD. FRAME SILL 8063 -T5 - 2A ES2012 1 HI -RISE FRAME SIM 8063 -75 - 3 552000 -3-1 1 FRAME JAMB VENT 6063 -75 - 4 552000 -1 1 FRAME JAMB FIXED 6063 -75 - 5 ES2000 -5-1 1/ VENT FIXED RAIL 6063 -T8 - 6 552000 -4 -1 1/ VENT STD. VENT MEETING RAIL 6083 -T6 - 8A ES2004 1/ VENT H.D. VENT MEETING RM. 6083 -T6 - 7 ES2000 -7 -1 2/ VENT TOP AND BOTTOM RAIL 6063 -75 - 8 552000 -6 -1 1/ VENT JAMB STILE 6063 -T5 - 9 ES2000 -8 -1 AS READ. GLAZING BEAD 6063 -15 - 10 552002 -1 1 SILT. TRACK INSERT 6063 -75 - 11 ES2011 AS RECO. STD. SILL RISER 6083 -T5 - 11A - AS RE00. HI -RISE SILL RISER 8083 -75 - 12 ESI009 2/ VENT VENT LATCH 8083 -T8 AT 8° FROM ENDS 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 - AS RE00. FOAM FILLED FABRIC W'STRIPPING - SCHLEGEL 15 118 X 1° AS RECD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SINS 18 #8 X 3" 2/ VENT FIX RAIL SILL SCREWS (STD. SILL END) CRS P.H. SINS 16A /10 X 4" 2/ VENT FIX RAIL SILL SCREWS (HI -RISE SILL END) CRS P.H. SINS 17 43620 -187 AS REGD. VENT & FIX RAIL W'STRIPPING - AMESBURY OR EQUN. 18 43828 -187 AS RECD. FRAME JAMB W'STRIPPINO - AMESBURY OR EQUN. 19 WPHL -100 2 BAFFLE - U & M PLASTICS 20 #6 X 3/8" 2/ BAFFLE BAFFLE SCREW - P.H. SUS 21 ES1010 AS READ. GLAZING GASKET SOFT PVC - 22 552007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC 23 ES2008 2/ VENT ROLLER BRASS /ST. ST. - 24 552005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1' X 3/4" X 1" LONG 26 - 1/ VENT 5 /18' 80X SCREEN - OPTIONAL 27 61505 - FLUSH FRAME ADAPTER 8083 -15 OPTIONAL • • •• ••• • • • • • •• • • • • • • •.ASR .• F C 1 78687 •• • • • •• • • • 6 200q,' • • • • • • • PR®DUCY6EM8ES • 91 somplying with de Raids OBE Cads Espies6ara 64 V / / /. • Tr' • Meet IT • • • • •.. • ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • . • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V' z G 15 2 zi • 1 drawing no. W03 -75 ••• • • • • 0410 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 0• •• • • • •• •• 00• • • • ••0 • • .857 .837 A.250°328 21 ems VINYL t\ �� � ` l ^ ni i 2.188 .8t3 �°---2.330 I 1242 -^t I - .082 I 1.344 �3 �-- Q GLAZING .147 BEAD .718 O r Q 0 Q Q 01110 g g tro4 1 at t r E 4� # Q$ Ct oez O VENT 1.-034 .ets I i. } °-.930.! MP/BOTTOM I RAIL 1.427 l - 1.400 HEAD 2.188 .082 .949 ® .930 FRAME 1.122 .760 t2 VENT a78 1230 LATCH 992 1.118- ■ 1.149 .880 .813 2.998 - STILE .813 0 1.250 JAMB 11 SONES-20X ALUM HOW. SLIDING WDW. E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 TEL. (305) 840 -8887 FAX. (305) 583 -2074 j 2.190 .082 . m'• .983 2.375 .800 LI '5°° �^- -2.063 482 I.- 288 ^1-7 ©FLUSH FRAME ADAPTER .889 1,130 2.330 0 STD. FRAME SILL .088 '0 t� 0 STD. SILL RISER O STD. MEETING 1.250 RAIL 1.118 .813 1437 .082 1`63. 1 983 L 2.818 2.083 � c o ,UPDATED FOR 20D4 FEa II NO MANCE TENS SHEET 1 1.8,70 .930 cy ® H.D. MEETING 1.260 RAIL 088 :E$ 2.130 - 1` I • c fOOE 2.113 1.875 2.330 ® HI -RISE FRAME SILL 450 _S 2.941 44e •• ••• • • • • • •• sg <moo 2-558 2.392 f- • .813 • • • • • • �,$ '. . • I •1� o6z 2� 2.392 jj[TL79 • • . • Engr: Dok alumina mewl" • • Std • • FlA. PE �Q1,8�887 ""'° .. '• • • • : s • 6.2008.: • • • • 1� Wr • �.1 - . :,.: e .rf7YT of � OP; fj g $ 1.212 + .992 282 .312 ® .082 1.250 - FIXED MTG. RAIL t0 SILL ,.098 TRACK II �.969d I .719 1■-989 D�/ ... _ , ,� r ,., • , • • .. • • c , drawing n0. W03 -75 0 HI -RISE SILL RISER ® FRAME JAMB VENT Q FRAME JAMB FIXED • • • • • (sheet 7 of 8 ••• • • • • 0410 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 0• •• • • • •• •• 00• • • • ••0 • • 0001111 • • • • ••. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • .• •• • • • •. •. ••• • • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Qnaybridge Ct. Miami, F133138 MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeAlipe.com • • • • •• • • •••• • • • • • • •• •• SCOPE: •• • • • • • This NOA is being issued under the applicable rules and regulations governing the use ofoonsictiction Ynals. The documentation submitted has been reviewed by Miami -Dade County Product Control OMsion andittcepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other Otarsthere allo' ed by the Authority Having Jurisdiction (AHJ). •••••• • • •••• • • This NOA shall not be valid after the expiration date stated below. The Miami Dade•t unto Produteeentrol ' Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve fhe 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w / wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMT) ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 06 -10 -04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation:1. Door installation require total four (4) flush bolts for double doors & two(2) for single doors LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 ma erials, 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 # 04-0712.02 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. • • • • • NOA No 074828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0712.02) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (I•114I4" sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated a6- io -chant last revised on Sep 28, 2007, signed and sealed by Dr. Humayonrtt * Farooq, P'E.: • • (Note: the revision consists of an additional glazing & hi- bottoM¶'dlroptionsf •" • • B. TESTS (transferred from file # 04- 0712.02) .. . • 1. Test reports on • 1) Air Infiltration Test, per FBC, TAS 202 -94 . • • • •: •. 2) Uniform Static Air Pressure Test, Loading peabL TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94: • : •.••• 4) Small Missile Impact Test, per FBC, TAS 20 -9 • • • • • • • 4 5) Cyclic Wind Pressure Loading, per FBC, TAS'203'94 :. ". 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 • • • • along with marked -up drawing and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., No. N°l'L -3947 & FTL -3955, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. 2. Additional test report: Test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. C. CALCULATIONS (transferred from file # 04- 0712.02) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 04 /09/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME - 1300 -02 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIHICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12 -11 -2010 2. Notice of Acceptance No.06- 1205.10 issued to E.I. DuPont DeNemours for "SentryGlas Plus ", expiring on 01 -14 -2008. F. STATEMENTS 1. Addendum letter dated September xx, 2007, issued by Fenestration testing lab, signed & sealed by Carlos S. Roinda, P. E. 2. Statement letter of conformance and "No financial interest ", dated 06/11/07, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 04- 0712.02, expiring September 16, 2009. 2. Test proposal approved by BCCO dated 02/06/06 & 07/31/07. E -1 l hag 1. Chanda, P.E. Product Control Examiner NOA No 07- 0828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 • • • • • 144" ADOL ANCHORS REDO. INTO OR THRU W000 BUCK INSTALLATIONS ONLY 8" MAX. TYP. HEAD/SILL CORNERS 34 5/8" HEAD & SILL 1 1r1 if g 1 1 30 1/4" D.L OPO. 34 1/4" PANEL WIDTH FRAME WIDTH 88 3/4" C 11 1 FRAME HEAD & SILL // 12" MAX. 1 11 34 5/8" FR. HEAD & SILL 26 1/18" D.L OPO. 34 11/18" 3 LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOM THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELRES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACIRES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDRION INCLUDING HIGH VELOCITY HURRICANE ZONE (FMIZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL. SCREWS, THAT COME INTO CONTACT WTTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. / z / 1 1 1, 12• MAX. ( OXXO ) li II 11 qr% I I � / II II 11 II 1 1 1 30 1/4" D.L OPG. 34 1/4" PANEL WIDTH 71 3/4' ADDL ANCHORS REDO. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY SURFACE APPLIED FALSE MUNTINS MAY BE USED 8" MAX. TYP. HEAD /SILL CORNERS FRAME WIDTH 88 3/4" FRAME HEAD & SILL 12" MAX. \ 8 1� It \ ( TYPICAL ELEVATIONS TESTED UNITS 1 1 28 1/18" D.L OPO. (x«) 12' NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. •• • • ••• • • • • • • • • • • • • •• • • PRODUCT REVISED is complying w1M the Plaids Ihildtht Code No07-1/141 KepOstionooMeakachn 4sa 1• (�t4K3� cannot • • • •• ••• •• • •1 • •• Elgr. Op. HUSr UIM# FAR000 RA C.01N. 3538 • • _ • • • • • 0 • • •• • SEP 2 8 2007 • • •• • • • • • • • • • • • • • • • ••• • ••• • • • 0 • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • V' 2 0 8 0 A r 08 g (nN�� g n U `u 0 8 9 4 ti drawing no.' W04 -51 (sheet 1 of 7 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDEUTES GLASS TYPE 'A'. 'B'. 'C' OR 'D' MAXIMUM DESIGN LOAD RATING m + 70.0 PSF (FOR STIES SHOWN BELOW OR SMALLER) - 80.0 PSF FRAME WIDTH FRAME WIDTH (X) (RE) HEIGHTS: DAYUTE OPO. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI-PROFILE BOTTOM RAIL 6/8 79 -3/4' 77 -1/4' 89- 1/18' 65 -5 /16' 8/0 98 -3/4' 93 -1/4' 85 -1/18' 81-5/16" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPa 2/6 (X) 31 -1/2' 28- 11/18' 20 -1/16' 3/0 (X) 37-1/2" 34- 11/16' 26-1/16" 5/0 (66) 59 -3/4' 28- 11/18' 20 -1/18 8/0 (XX) 71 -3/4' 34- 11/18' 28 -1/16' (0) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEx81T FT./IN. GLASS TYPE 'A' 'B', 'C' OR 'D' EXT. ( +) INT. (-) 38 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDEUTES sIDWnE µ107f{ INCHES FRAME Hew FT./IN. GLASS TYPE 'A'. B. 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION EXT. ( +) NT. (-) EXT. ( +) INT. (-) 24 27 30 33 36 39 42 8/6 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 27 30 33 36 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80. 70.0 80.0 70.0 .0 70.0 80.0 70.0 80.0 Tao 80.0 .0 80.0 70.0 80.0 70.0 80.0 18 21 24 27 30 33 36 8/0 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 67.9 87.9 70.0 80.0 65.0 65.0 70.0 80.0 62.4 82.4 70.0 78.9 80.1 60.1 70.0 78.0 NOTE: FOR DOORS WITH SIDEUTES USE SIDEUTE RATING TO QUAUFY DOOR & SIDEUTES. SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. ©�"lII rr /% v Li] \\ 1 \� / / \\ \ ■ ©�"lII �/ / \ \ \ 0\ /oIl �/ / \ \ \\ 1 \� / / / 4 h / f%O / N PRODUCT REVISED ,� .s wogeybig MAR de Midis reddthe God. Ammptamee N. 07- Ofl$44 ,Expir :kmDa.Bt MIAs! emend • • Mahlon SIDEUTE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) SIDEUTE WIDTH = OUW - DOOR WIDTH ( oxo ) �/ / \ \ \ 0\ n _ / 4 h / f%O / N % % \\ Q \ ( oxo ) NOTE: •GWD. �A ES E ON -fIS SHEET E ARE BASED. ON• •t� (3. SEC. GUSTS) • AND ALORIBM BUILDING IC0MM19SI0N • •DEC-iATR i . Eli 58'iEC -219 •• ••• .•• • • • •• •• • • • •• • . • • • • • •/ • • aim OR. INMAYOUN FAR000 STRUCIURES FLA. CAN. it 514557 • •s•8• • IV • • •• •• P112.8 2001 • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • •' ••• • • • • • • • • • •• •• • • Z ti 1 1 a 0 drawing no. W04 -51 sheet 2 of 7 ) �/ / \ \ \ 0\ n 4 \ \ / / / / . NOTE: •GWD. �A ES E ON -fIS SHEET E ARE BASED. ON• •t� (3. SEC. GUSTS) • AND ALORIBM BUILDING IC0MM19SI0N • •DEC-iATR i . Eli 58'iEC -219 •• ••• .•• • • • •• •• • • • •• • . • • • • • •/ • • aim OR. INMAYOUN FAR000 STRUCIURES FLA. CAN. it 514557 • •s•8• • IV • • •• •• P112.8 2001 • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • •' ••• • • • • • • • • • •• •• • • Z ti 1 1 a 0 drawing no. W04 -51 sheet 2 of 7 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING TPICAL ANCHORS SEE ELEV. FOR SPACING 7YRCAI° ANCHORS SEE ELEV. FOR SPACING 3/18' X 1 -1/2"' WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS CAL 'ANCHORS ELEV. FOR SPACING STATIONARY UNITS OPERABLE UNITS •• ••• • • • • • •• • • • • • • • • ••• •• • • • •• _I Ern IXR YRN FAR000 CAN. 57 HI— PROFILE BOTTOM Bt�L• • • • • • • • APPLICABLE TO STATIONARY* • 4 • • • • • AND OPERABLE UNITS • • • • • • 1 • • • • • 4 •• • • • • • • • ••• • SEP 2 8 2007 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W04 -51 (sheet 3 of 7 ) sheet 4of 7 ) WAMI —DADE COMFY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE GLAZING OPTIONS GLASS TYPE '0' WOOD BUCKS AND METAL STRUCTURE NOT BY ES. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" TAPCONS trf PLCQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY Al SMS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED 114 MS OR CFL F DRl L LN SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 5/8° MIN. $�' AI.ANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. st▪ ilitrirleMds •• ••• • • • • k• • • g • BByy �4,4 —!t • • • • • • • M116i61 Utd PdP • • • .DiWeial • •• ••• •• • • • •• Fzgn DR. HUMAYOUN FAROOG MUMMER FLA. PE / 188897 •• • . •••• • • • • 1 . • • • • • •• • • • • • • • • • • •. • • • • • • • • • • • • SEP 2 8 2D07 • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V1» F 8 c. 4 8 0 D O 5 G m • 1 drawing no. W04 -51 INTERIOR EXPOSED FWSH SOUS 71 AT 10' FROM EACH ENO CONCEALED FLUSH BOLT ® AT 10' FROM EACH END J ® 1544. , ® IN- ACT19E LEAF -� rte;. =,10A _'M -' ``=jib ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U O D a r --- iiiiwh• ® 1544. , ® IN- ACT19E LEAF -� rte;. =,10A _'M -' ``=jib ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 000 • • • • ••• • • • • • • • • • • • • • 008 • • • • • • • • • • • • • • •• •0 • • • •• •• 000 • • • 4100 • • -^•j .361 F- 1 I 1_i ITEM # PART # QUANTITY DEBCM TION MATERIAL MANP. /SUPPI�R /BEKAR� ~ [� V �� l. t, I}. 4.000 Ir E.) . 0.1.779 -�I I I 111 2.250 1 ES3001 -1 1 FRAME HEAD 8083 -T8 - 2 E53001 -2 2 DOOR FRAME JAMB 6063 -T8 3 E5�02 -1 1 DOOR FRAME SILL 8083 -16 - •1DS� 31 WEDGE GASKET (SCAR 111) 4 ES3003 -1 AS MOD. SIDEUTE ADAPTER 6083 -T6 - 5 ES3004 AS REM. SHEAR PLATE 0 ANCHOR LOCATIONS 6063 -18 Y LONG 002 • 8 E33005 -1 2/ LEAF TOP AND BOTTOM RAIL 8063 -15 - l L-2.016 - FRAME HEAD /JAMB 8A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -T5 - 2't 0375 7 ES3008 -1 1/ LEAF DOOR LEAF JAMS - HINGE SIDE 6063 -TS 8 E53007 -1 1/ LEAF ODOR LEAF -LOCK SIDE 6083 -T8 - 3 I r .Q7g + 9 10 653007 -2 ES3008 -1 1/ LEAF AS READ. DOOR LEAF - KEEPER SIDE SIOELIT6 STILE 6063 -TB 6083 -Ts - - 15 WEATHERSTRIP 1.608 ,� 1.500 ADAPTER •688 4 0.312 0 11 FB -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLNAN & ASSOCIATES 2.874 SHEAR PLATE 12 FB- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN &ASSOCIATES 13 ES3071 AS READ. JAMB TRIM 6.083 -T5 OPTIONAL + •� f 2.125 I e 14 653012 1 SILL COVER 60&3 -T8 15 653013 2/ LEAF WEATHERSTRIP ADAPTER 8063 -T5 - h•-1• 6 1.000 r 16 ES3014 -1 4/ PANEL PANEL CLAMP 6083 -113 - ® 1=i I1 1 I 17 653003 -3 3/ OPER. LEAF' HINGE ASSEMBLY 8083 -T6 - 1 4.000 19 DOOR LOCK (SAVANNAH 201SL) YALE 800 1© JAMB TRIM ,gg2 (OPTIONAL) •045 ���'"'� .973 Imo! [�J .078 3.500 ��I� P 20 - - DEAD BOLT LOCK (PREMIER) - YALE 0 I I 21 W22321•0 AS READ. FIN -SEAL PILE W'STRIPPING - ULTRAFAB ..J ® 22 653020 AS READ. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS I I ( I © © © ® 23 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4'X1/8'X4 -1/4" LONG 24 AS REA0. HINGE REINFORCING BAR ALUMINUM 1 /8" THK. X 7 -7/8" LONG 3.375 25 - 2/ LEAF 3/8' DIA. THREADED ROD W/ NUTS STEEL - .250 1.112 28 AS READ. FRAME ASSY. SCREWS #10 PAN HEAD SMS 27 - AS READ. MULLION REINFORCING CHANNEL A36 STEEL - © 'S� TOP /BOTTOM RAIL 28 E54014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 1•SII3t 9, 2.0000 444 I 29 ES4019 AS READ. PANEL SIUCONE STOP NEOPRENE - V (©? ,J I I I q M 1 30 - AS READ. 3/8' DLL % 1/8" HT. BUMPER SIUCONE FRANK LOWE RUBBER CO. .490-° L 563 2.163 ---r- X149 476 31 ES4013 AS READ. WEDGE GASKET - - 18 PANEL CLAMP 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6083 -T5 - 33 2/ SILT. BRACKET INSTALLATION SCREWS #10 44 1" FH MIS ,- 1Q 3 PIECE HINGE 34 Q/LON AS READ. 000R PANEL WSTRIPPING - SCHLEGE. 1.500 I ___9. t c n tt $ g g id • ' $ 0 I 2.000 -° .913 a •621 .125 .860 .590 - 4.000 Q FRAME Slit trio `�! I 1 7.250 .078 .913 PRODUCT REVISED d�IC with the Florida Og•bq 7.750 1.148 • to SIDE LITE STILE kr !644 1• L/ ALtia.. ,p .062 .475 927 8 SILL COVER MUWON Q REINF. CHANNEL c g m'>y g 1 g, • • ••• • • • • • No. rrlmat Control • • • • • • • • •• • ••• •• • • • •• C<mo 2674 .076 j. 4.625 .04 ,913 .590 1.750 F^^ _ e 9 ; 4.00 1.884 • • • • • 6 • • • I • • • • • A Fiat: 56. Y 648000 STRUCTURES C.N. • • • • • • • • L SEP 28 2007 • • • • • • • • • • • • • • • 1.750 MSS d i 4 .750 .590 k L1.J , drawing no. W04 -51 .094 07 HINGE STILE Si3 1 3.350 - 0 SIDELITE ADAPTER 0 HI- PROFILE BOTTOM RAIL 4.000 + (D 0 LOCK STILE /KEEPER STILE (sheet 6of 7 ) 000 • • • • ••• • • • • • • • • • • • • • 008 • • • • • • • • • • • • • • •• •0 • • • •• •• 000 • • • 4100 • • FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER me= azvls0 .Wiplaare No 67 -0 4 $spindell 5Date Mani i MA Ptoitact�Pmtrai DIv61nn •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • • • •• • • • • • • bt: OR. NUYAY UN FAROOO SIRUCIURES FLA. PE O4R. i 16867 • • • • • SEP 28 2007 • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1d g3 z. droving no. W04 -51 (sheet 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buiFigtode • .• •• • • • • • • ••••«• w •• •••SFr• • •••• • • This NOA is being issued under the applicable rules and regulations governing the use of construcfion materials. The documentation submitted has been reviewed by Miami -Dade County PrFlitg;Contret t?rvIsion and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade cpiipty „and otherAreas where allowed by the Authority Having Jurisdiction (AHJ). • • • • • This NOA shall not be valid after the expiration date stated below. The Miami- Dade•Cous ty Prodtuvt C.oitrol • • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade OevaltA reserz a the right • to have this product or material tested for quality assurance purposes. If this product or maters$ 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1500 Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 and renews NOA # 06- 1201.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • .• • NOA No. 08-0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window CL.M.I.j',•,sXetts 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03.w1t1 revision D . • • • dated 03/26/08, signed and sealed by Humayoun Farooq, 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; ; TAS 36/34 3) Large Missile Impact Test per FBC, TAS 20144... 4) Cyclic Wind Pressure Loading per FBC, TAS:203-54 .•.. along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., 'rest Repoli IF. 1� 1L -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmundo Largaespa4a, P.E. (Submitted under previous NOA #06- 0308.05) 3. 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 H3C, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 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) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) E -1 Manuel Pe '.E. Product Control )100 1 er NOA No. 08-1' 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ••••• • • • • • ••••••• • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Tnfiltration Test, per FBC, TAS 202 -94 ...• 2) Uniform Static Air Pressure Test, Loading per FBC, TAS202.94 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • 4) Large Missile Impact Test, per FBC, TAS 2 (7t- ' . • • • 5) Cyclic Wind Pressure Loading, per FBC, TAW-94 • • along with marked -up drawings and installation diagram of an aiuttm fi • • • window, prepared by Fenestration Testing Laboratory, Inc., Test sport No....• FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P • • • • • • • (Submitted under previous NOA #03- 0910.01) • .. • • • • • 1. Anchor verification calculations and structural analysis, complying with FB4►4) m, prepared by Al- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 ...P.•• • • • • • • • C. CALCULATIONS D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01 /07 and expiring on 11/06/08. E -2 Manuel Pe .E. Product Control finer NOA No. 0 ; -' 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 (sheet 1 of 7 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DDS I O HEAD /SILL. � I FALSE RF YE it L r r ;I 4 it it ,I li it 1I ,, II ii it it it ti it It ii 4 T g g I I I 44 3/8' 1 .1 4i 0.L 0PG. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHltla 2 & 3: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION • • S APPUED) USED WS O�S WA LaRGF• 11131LE IMPACT. • SHUTTERSbARE RTkQUIiED.• • • •. r • ••p• • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• •• • • z F 844 ti drawing no. W03 -57 1/9• ANN. GLASS .090' INTERLAYER 'DUPONT BUTACTE PVE7 1/8" ANN. GLASS SILICONE DOW CORNING 795 ADHESIVE IlliF°A14 TAPE colW0 GLASS TYPE 'A' GLASS TYPE '2' GLASS TYPE '0' GLASS TYPE '21' 3/16" HEAT STREAM. GLASS .090" INTERLAYER 'DUPONT GLITACTTE PVB' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 ADHESIVE 11 lira" FOAL TAPE 741110' o GLASS TYPE '01' DESIGN LOAD CAPACITY - P87 WINDOW DIMS. WIDTH HEIGHT ANCHOR TYPES 'A' & 'C' arms TYPE 'A' E T.( +) 1N T.(-) GLASS TYPES B' & '81' EXL( +) 1NL( -) GLASS TYPES 'C', 'Cl & 'Cr EX T.(+) ANCHOR TYPES '8' & 'C' GUM TYPE 'A' GLASS TYPES '6' & '81' G1383 TYPES 'C', 'Cl & 'CZ' 19 -1/8' 26 -1/2" 37' 48' 53 -1/8" 19 -1/8" 28 -1/2" 37" 48" 53 -1/8' 19 -1/8" 28 -1/2" 37" 48" 53 -1/8" 19 -1/8" 26 -1/2' 37' 48" 53 -1/8" 19 -1/8" 28 -1/2" 37' 48" 53 -1/8" 19 -1/8" 26 -1/2' 37" 48' 53 -1/8' 70.0 70.0 70.0 90.0 70.0 INT.( -) 80.0 EXL( +) 1NL( -) EM.( +) 1NL( -) EXT.( +) INT.( -) 26" 70.0 70.0 70.0 70.0 70.0 70.0 90.0 70.0 80.0 662 66.5 88.5 90.0 88.5 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 88.5 66.5 66.5 88.5 88.5 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 66.5 68.5 86.5 88.5 88.5 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 38 -3/8" 95.2 65.2 65.2 70.0 80.0 70.0 70.0 70.0 90.0 • 70.0 80.0 48.7 46.7 46.7 852 48.7 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 45.0 45.0 49.0 46.7 46.7 68.1 88.1 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 85.7 65.7 70.0 90.0 70.0 80.0 70.0 70.0 70.0 45.0 45.0 4.5.0 85.7 85.7 70.0 900 70.0 80.0 50 -5/8" 65.2 852 65.2 90.0 652 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 48.7 48.7 46.7 46.7 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 36.0 48.7 48.7 68.1 88.1 70.0 90.0 70.0 z Pg 34.1 380 380 380 70.0 90.0 70.0 80.0 70.0 70.0 70.0 34.1 90.0 34.1 34.1 86.4 85.3 88.4 75.8 58" 85.2 65.2 65.2 65.2 70.0 60.0 70.0 70.0 70.0 90.0 70.0 80.0 487 487 49.7 48.7 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 36.0 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 38.0 36.0 38.0 70.0 90.0 70.0 80.0 32.5 32.5 93' 70.0 552 70.0 852 70.0 652 90.0 70.0 80.0 70.0 70.0 70.0 90.0 63.2 70.0 72.3 80.0 46.7 65.2 48.7 65.2 652 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 704 90.0 70.0 80.0 38.0 380 32.5 32.5 74 -1/4" 70.0 652 70.0 65.2 70.0 852 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 83.2 70.0 80.0 72.2 80.0 48.7 65.2 46.7 65.2 85.2 70.0 70.0 70.0 90.0 70.0 80.0 48.7 48.7 70.0 90.0 70.0 80.0 36.0 38.0 70.0 80.0 32.3 32.5 NOTE: GLASS CAPACmES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 5/32" HEAT STREN'O. GLASS .090" INTERLAYER 'DUPONT 2UTAGTE PVW 1/4" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'C2' W L r HARIZ "" 83.2 72.3 72418E ORIENTED SHOWN ABOVE • • • • • **� ■ M • 0 • • • i• '' t'�:4R0 456011 PIA in / 6304114-=000 &rail 78557 'Who Cede AntorAttne No •• • •• • • • • • • • • • • •• ••• • • • • • • • • • • • • • •• •y ••• • • • Pattlue • • • • • •• • • • • ••• • • • • • • • ••• 0 0 • • • • • • • • •• •• ••• • • 7S 1 (drawing no. W03 -57 (sheet 20f 7 ) ' DESIGN LAAD CAPACITY - Y8F DESIGN T.0AD CAPACITY - PSI' it WINDOW DIMS. ANCHOR TYPES T & 'C ANCHOR TYPES 'R' & '0' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '8' & 'C' GLASS TYPE 'A' GLASS TYPES '3' & '81' GLASS TYPES 'C', 'CI & 'Cr GLASS TYPE 'A' GLASS TYPES '9' & 'R1' GLASS TYPES '0', 'C1 & 'Cr GLASS TYPE 'A' GLASS TYPES 'B' & '91' GLASS TYPES 'C', 'CI & 'Cr GLASS TYPE 'A' GUS TYPES '9' & '91' GLASS TYPES 'C', 'C1 & '02' z 0 h ' °' h iifi g Q X aQy� 0 gi ti O 1 /[ 2 6 W g C{ 2 ii WIDTH HEIGHT EXL( +) 1M.( -) EXL( +) TNT.( -) EXL.( +) 1NL( -) EXi.( +) 1NT.( -) IX7.( +) IM.( -) IXL( +) 1M.( -) WIDTH HEIGHT EM.( +) 9NL( -) IXL( +) 1M'.( -) IXL( +) INL( -) IXL( +) 1M.( -) EM.( +) 1M.( -) EX7( +) INL( -) 18' 24' 30' D8' 42' 48' 54' 60' 38' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24' 30' 38' 103" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 80.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 57.8 57.8 57.8 57.8 57.8 57.8 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.8 57.8 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - 48.0 48.0 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 49.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24' 30' 38' 120' 58.2 582 70.0 90.0 70.0 80.0 58.2 582 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.8 57.8 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 87.3 87.3 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 18' 24' 30' 38' 42' 48' 54' 80' 48' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.6 57.6 57.8 57.8 57.8 70.0 70.0 70.0 80.0 70.0 80.0 W L 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 J 41.1 41.1 41.1 41.1 41.1 41.1 80.0 80.0 70.0 90.0 70.0 80.0 - - 38.0 313.0 38.0 38.0 - - 70.0 90.0 1 70.0 80.0 • iii :---. r' g 2' i I co E.S. WINDOWS 5220 N.W. 72 AVE. RAY #4 MIAMI, FL. 33166 TEL (305) 840 -8857 FAX (305) 593 -2074 ...I - - 38.0 38.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 - - 38.0 38.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 18' 24' 30' 38' 42' 48' 54' 80' 80' 70.0 70.0 ^ 70.0 90.0 70.0 80.0 70.0 70.0 70.0 80.0 70.0 80.0 M4IE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 _, 70.0 80.0 37.6 57.8 57.8 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 87.3 87.3 70.0 90.0 70.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • • • • • • • • • • • • • • • • • • • • • • • • - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 - - 38.0 38.0 38.0 36.0 - - 70.0 90.0 70.0 80.0 - - - - 32.0 32.0 - - - - 822 71.1 - - - - 28.8 258 - - - - 58.0 84.0 18' 24' 30' 38• 42' 48' 54' 80' 72' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.8 57.8 57.8 57.8 842 842 70.0 90.0 70.0 80.0 - - 48.0 48.0 48.0 48.0 - - 70.0 90.0 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 38.0 36.0 - - - - 70.0 80.0 t 7 0101 n ggg @ tI`" y {� 113 - - - - 32.0 32.0 - - - - 822 71.1 84.0 /s - - - - 28.8 28.8 - - - - 58.0 18' 24' 30' 38' 42' 48' a4- 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 57.8 57.8 57.8 57.8 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 38.0 36.0 - - - - 70.0 80.0 18' 24' 30' 38' 42' 48' �• 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 700 70.0 90.0 70.0 80.0 4 S - - 57.8 57.6 57.8 57.8 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 C K m n - - - - 41.1 41.1 - - - - 70.0 80.0 t g T' 1--. ^ t...-.. ^-1-) S .l_J .E, - - - - 38.0 38.0 - - - - 70.0 80.0 18' 24' 30' 38' 42' 96' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 •4 • • , PIA. PE 18357 • • • • • • • • 4APt 0 9 000 • • • PRiDUOIr RTr�ED as 8WI85iCie0 with the florid* Cale ;.. [/ /: • ;:. - ��i ..' " ;• "r.+ • • • • • • • • - - 57.8 57.8 57.8 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 _ - - - 41.1 41.1 - _ - - - 70.0 80.0 drawing no. W03 -57 • GLASS CAPACITIES ON THIS SHEET ARE • • • • • BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). • (sheet 3 of 7 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (sheet 4of 7 ) IBY METAL WOOD BUCK STRUCTURE MIAMI —DADE COUNTY APPROVED MUWON 8 MUWON ANCHORS SEE SEPARATE NOA CAL ANCHORS SEE E ZEUS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'— 3/18' TAPCONS INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 3/18° TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS1 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPE 'B'— 1/4° TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 —l/4° MIN. EMBED INTO CONC. OR MASONRY 1.14 SMS OR EI c DRI I I SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KS1 MIN.) ALUMINUM : 1 /8° THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPE 'C'— J 1O SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 1 -3/8° MIN. INTO WOOD STRUCTURE n 1° MIN. INTO METAL STRUCTURE = 1/2° MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /AWN COLOR SILICONE. •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • 4041. st• Y✓ U4a6,c i FI - 1i14* P�•a•:i siguartiRiES FLA. PE it ' ladd.•g Cale No •• • • L3 • • • • •• • • • • • APR tg !3•AM8 • • • • ••• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z A 8 giOal c n A gnM II aSZ�:i N N 3 v 14 fei 20 gs ■ 1 drawing no. W03 -57 TOR PART # O11ARTrTY DESCRIPTION MATERIAL MANIVETIPPLUEVERMAREET 1 ESSODI 4 WINDOW FRAME 6063 -T5 - 2 E22OOO -6 OPTIONAL GUANO STOP 6063 -TB - 3 ES5002 4 FRAME COVER (OPTIONAL) 6063 -T5 - 4 #8 X 1' AS REQD. ASSEMBLY SCREWS CRS PH SMS 5 - 2/ LITE SETTING BLOCK NEOPRENE 7/18' X 3/16' X 3-1/2' LIXVG 6 E5 2000 -10 OPTIONAL LNG GASKET SOFT PVC - 7 ES15O5 - FLUSH FRAME ADAPTER 6063 -75 OPTIONAL •• ••• • • • • • •• • • • • • •• • • • • ••• • yR•� • • • • • •: al� PdQMUQ' eev�D Flit PE test pwhhA•FT•tl� •• • •• • • • • • • • • • • • 192 •• • • • • •• • aAm • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u J E 8h a • o 9 1 k drawing no. W03 -57 sheet 5of 7 .621 2.330 FRAME .147 GLAZING STOP (OPTIONAL) n i fl fl .537 FRAME COVER (OPTIONAL) BULB VINYL (OPTIONAL) 2.180 .082 1„2.3-1 FLUSH FRAME ADAPTER 0.142 1.788 .125 ALUM CORNER LOCK (x-78) •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • 6Eegn rl1* vV UM 01.50000aac+Aic�ngdls9�.o STRUCTU5ES 1 with IM Ftorms �''•'� CeMboCede AcommacNo ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V z I 18 2,1 gad s 0 g M �1 NZw �b Rus 1 '4 g s g� 7 g6 8 y� 1 1 drawing no. W03 -57 (heat Bo! 7 drawing no. W03 -57 ••. • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • 1 • • •• •• • • • •• •• ••• • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeoniiue com GI • • • •••• • • • •• • • • • • • • •• •• • SCOPE: •••• • This NOA is being issued under the applicable rules and regulations governing the use of paflstructuflt • • • materials. The documentation submitted has been reviewed by Miami -Dade County PrkvduatControlJ•livision • • and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Courtly and otTiosaress where allowed by the Authority Having Jurisdiction (AHJ). • • • •••••• • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count ProdgE8utro1 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C.'our di reserve ?Wright to have this product or material tested for quality assurance purposes. If this product or mater+ral• !Ls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 5000 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 Page 1 • • • • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, •••• 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Putswilhg•••' Casement Wdw. (L.M.I.) ", dated 01/23/08, prepared by.A1- Faroecgteporatten, : • . signed and sealed by Humayoun Farooq, P.E. • • • • • • • • • B. TESTS •••• • • 1. Test reports on: 1 Air Infiltration Test, • • "• • • • • po ) t, per FBC, TAS 202A4 2) Uniform Static Air Pressure Test, Loading pe TAS 222t911 • 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;20.4 "" • • 1'9 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 •: • • • • along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5336, dated 11 /16/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 1/15/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1, None. E -1 Manuel Per Product Control Exa er NOA No. 08- 0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 SERIES 5000 ALUMINUM OUTSWING CASEMENT. WINDOW APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELCIIY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING Bur NOT WED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. SINGLE VENT WOW, 1/8' HEAT SIREN'D GLASS .080' INTERIAYER BUTACITE PV8 BY 'DUPONT' 1 /8' HEAT STREND GLASS SIUCONE DOW CORNING 795 GLAZING DETAIL SURFACE APPLIED FALSE MUNTINS OPTIONAL D.L OPG 35 7/8- 35 7/8' VENT WIDTH 74- VENT YAM WNDOW WIDTH DUAL VENT WOW, MAXIMUM DESIGN LOAD RATING = + 85.0 PSF (FOR SAS SHOWN ABOVE OR SMALLER) — 85.0 PSF •• • • • • pems• • • • Fn $ OR/HUmY00W • • • • • • S1�7S�NR�E3 � n� �t�r,� rn :np�,ia; wFPb 4A0 FF C 33 857 f7arncta 1 th14, . Cwde NOTE: GLASS CAPACITIES ON THIS SHEET APE, • • • • • BASED ON ASTM E1300 -02 (3 SEC! gUSPII AND FLORIDA BUILDING COMMISSION• - DECLARATORY STATEMENT DCA05— DE4 —!19• • •• • • • •• • DBQM IV®Ail 12ai G'WptPac¢ • • • • • ••• • • u' 8 0 4 drawing no. W08 -08 (sheet 1 of 5 ) ••• • • • • • • • • • • • • • •• •• • • • • •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • TYPICAL. ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING /SY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA m6 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ifik.ALISE_SELLDBLUNIMIBM INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4° MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • •• • • • • • • .. • • •.. • • •�pP�.d as complying with the • • • • • Fu i6 Florida Bailin Code CAN. late _ i_ ..• 1 NOA• 0 %1S}Atit�� Maori r:::.. PtadaatLCoatral •• • • • •. • • • • • • .;Z 8:008. • •• •• • ... • • • • • • • • • . • • • .. •• • • • • • • • • .•. • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • [drawing no. W08 -08 sheet 2 o 5� SINGLE VENT WINDOWS e firm DiD 0� ® 0 DUAL VENT WINDOWS •• • •• • • • • • • • • • • .•• • • ••• IX� HUlkAW W FO • • • • • Sf IURES. • •• • • • •• • • • • CAN. i•Al82O8 • • • • a • •• • •• • •• • • complying w(tk � NDA9 611eoiDadePt xt • • • 1 • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • •• •• • •• •• 1 drawing no. W08 -08 sheet 3 of 5 2.125 0000 FRAME 2530 0000 VENT IMPOST IMPOST STIFFENER .125 188 1 .147 GLAZING BEAD ITEM PART / QUANTITY DEBCRIPTLON MATERIAL. MANP. /BIIFPLffit/EEMSBKS 1 555001 -5 1 FRAME HEAD 8083 —T8 — 2 ES5001 -6 1 FRAME 211.1. 6063 -78 — 3 555001 -3 1/ VENT FRAME JAMB —HINGE SIDE 8083 -78 — 4 ES5001 -4 1/ VENT FRAME JAMB —LATCH SIDE 6063 -78 — 5 585002 -1 1/ VENT VENT TOP RAIL 6083 -76 — 6 ES5002 -2 1/ VENT VENT BOTTOM RAIL 8063 -76 — 7 555002 -3 1/ VENT VENT SIDE RAIL —HINGE SIDE 6063 -76 — 8 555002 -4 1/ VENT VENT SIDE RAIL—LATCH 507E 6063 -78 — 9 ES5004 -1 2/ VENT SNUBBERS. 2 -1/2° LONG (AT 11 -1/2" & 52" FROM 9077044) 8063 -76 — 10 551008 -4 AS REQD. GLAZING BEAD 8083 -78 — 11 ES1010 AS READ. GLAZING WEDGE SOFT P40 — 12 — AS READ. FRAME & VENT ASSEMBLY SCREWS — #10 X 1 -1/2" PH SINS 13 — 2/ SNUBBER SNUBBER INSTALLATION SCREWS — #8 X 1/2" PH SINS 14 ES5008 AS REOD. OUTER WEATHERSTRIPPING NEOPRENE — 15 5550058 AS REG. INNER WEATHERSTRIPPING NEOPRENE — 18 PJS40 —SS AS REDO. CORNER LOCK — SULIJVAN 8 ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES—HEAVY DULY — TRUTH HARDWARE 18 — 3/ HINGE HINGE MOUNTING SCREWS AT FRAME — #10 X 1/2" PH SINS 188 — 4/ HINGE HINGE MOUNTING SCREWS AT VENT — #10 X 1/2" PH SINS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (A7 8-1/2" FROM ENDS) — TRUTH HARDWARE 20 — 4/ OPER. OPERATOR MOUNTING SCREWS #10 -24 X 3/8" PH SINS 21 30175 1/ OPER. 13 -3/4° LONG TRACK ST. STEEL TRUTH HARDWARE 22 — 2/ TRACK TRACK MOUNTING SCREWS — #10 X 3/8" PH SS 51.1.5 23 — 1/ VENT LOCKING HANDLE — SULIVAN & ASSOC. 24 — 2/ VENT LACKING CAM (A7 11 -1/2" & 50 -1/2° FROM 80770M) — SULUCAN & ASSOC. 25 — 2/ LOCK LOCK MOUNTING SCREWS — #8 -32 x 1/2 PH MS 26 555013 1/VENT LOCK HANDLE/CAM CONNECTOR — 1/4" x 1/2" ALUM. BAR 27 555011 2/ BAR CONNECTOR SCREWS — CUSTOM 28 CS- 200K -55 2/ VENT KEEPERS (AT 12" & 51" FROM BOTTOM) ST STEEL. SULLIVAN & ASSOC. 29 — 2/ KEEPER KEEPER MOUNTING SCREWS — /10 X 3/8" PH SINS 30 — OPTIONAL 5/16" BOX SCREEN — — 31 ES5014 -1 — DRIFT RESTRAIN CLAMP. 8° LON0 6083 -76 AT M1DSPAN OF VENT 32 — 3/ CLAMP CLAMP MOUNTING SCREWS — #10 X 1/2" PH SINS 3.3 555009 2/ VENT AND SAG SKATE, 2" LONG NYLON /CELCON M&M PLASTICS 34 — 2/ SKATE SKATE MOUNTING SCREWS — #8 x 1/2" PHSMS 35 — 2/ ASSY. TANDEM LATCH SPACER — — 36 ES5003 -1 1 IMPOST 8063 -76 37 ES5010 AS ROD. IMPOST ST wre.NER 6083 -76 •• ••• • • • • • • • • • • • E • pp ON HUMAYO/N 454005 • • • • • FLA • •• •� • •• • • i • • : N Akt11 214 2UUI • • • • • • • •• • • •• V z 2 ma 8g cyfrg 8 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • • 8 1 1 3 fdrawing no. W08 -08 (sheet 401 5 ) •• ••• • • • • • •• • • • • • • En¢ •• ••• • • • • • •• • • • • • . • .. • • • • • • • tea id/WM Ohl FlA. PE i557 CAN. 35dB • • • ircfNI •• •. • • • • *ppthsld as emptying with the Data Dade 87 • • • • • • ••• • • • •••••• • • • • • • • • • • ••• • • • • • • • • •..••• • • • • ••• • • • • • • • • • •• •• • • 8 8 1 8 ta Z3 1 4 drawing no. W08 -08 (sheet Sot 5 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, Inc. 10653 NE Quaybridge CT. Miami, FL 33138 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com • • • • • •• • •••• • • • SCOPE: •••••• • This NOA is being issued under the applicable rules and regulations governing the use of evacuation materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and p gd by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other are where allowed by • • the Authority Having Jurisdiction (AIIJ). • • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Mutt/ Product •Contro1 •• Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Couuty):rederve thgr,ht to • have this product or material tested for quality assurance purposes. If this product or material fails to pith in • the accepted manner, the manufacturer will incur the expense of such testing and the Vfi iiay immediately • • revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves tiieaight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions APPROVAL DOCUMENT: Drawing No. W04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL Farooq Corporations, dated 04 /26/04 and last revised on Jan 15, 2007 w/ revision "C", signed and sealed by Dr. Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Rath unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 04- 0712.01 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • • • • • NOA No 06-0913.05 Expiration Date: September 16, 2009 Approval Date: March 29, 2007 Page 1 E.S. Windows. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 04 -0712.01) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on Jan 15, 2007 w/ revision "C ", signed and sealed by Dr. Humayoun Farooq, P.E • • • • • •• • • • .: '• B. TESTS (Transferred from file # 04- 0712.01) •• .. 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • 2) Uniform Static Air Pressure Test, Loading per FIE1ilkti.S 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-M .. �. 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202f94 •••••• Along with installation diagram of a aluminum single hung window mulled tegether, "*'• prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL- 3810,'dated: • •: • 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03 , all signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Verification Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 08 -10 -06 and last revised on Jan 15, 2007, signed and sealed by Dr. Humayoun Farooq, P.E 2. Anchor Calculations and structural analysis, prepared by AL- Farooq Corporation, dated 06 /07/04, signed and sealed by Dr. Humayoun Farooq, P.E. (Transferred from file # 04 -0712.01) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", both dated 08/07/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test report. G. O'T'HER 1. This NOA revises NOA # 04- 0712.01, expiring September 16, 2009. 2. Test proposal dated 01/08/03 approved by BCCO E -1 I5 L.1a 1. act K -L Is q L Chanda, P.E. Product Control Examiner NOA No 06-0913.05 Expiration Date: September 16, 2009 Approval Date: March 29, 2007 • • • • • •• • • • • MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE WIND 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 HE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LRAM) TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH INNER DISSIMILAR MATERW$ SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETTE MIN DESIGN OPENING. LOAD REQUIRED PER ASCE 7 STEP Z USE WAIN -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. . . STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH .SEEPS DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS .SIEPP-s5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORI ONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING PrzcorSIDwilb lbd• 144, •2 Daft Win •• ••• • • • • • •• • • • • • •• ••• •• 3 • • •• Engr: DR.��� FAR000 MA. 18837 •• • 1 ••• •ti • • • • • • • • • • • • • ••• ••i • �� ��II4i i•• ••• •.• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • 0 UBE MULLIONS ALUMINUM 8 8 A 1 drawing no. M04 -04 (sheet 1 of 8 2.0007 I^- 2400 ---- -1.125 I I� .125 1 X 4 CUSTOM MULLION 6063-16 I-�2.000_�.125 II -F .125 1 X 3 CUSTOM MULLION 6063-16 - 1.000 I-- I �^ 3.000 1 X 3 STD. MULLION 6063-16 4.000 -.125 X 4 STD. MULUON 6063 -T6 2.000 .125 1°-- 2.000—J ANGLE CLIP 6063-75 1.005 3.000 3.000 2 X 3 STD MULLION 6063 -T6 -.125 4.000 2 X 4 STD. MULLION 6063-16 "-.125 5.000 2 X 5 STD. MULUON 6063-16 .125 "-.125 6.000 P- -2.000 ---1 _1.125 2 X 6 STD. MULUON 6063 -T6 .125 6.000 r- -2000—°1 r 5 2 X 6 HEAVY MULLION 6083 -T6 250 3.750 MULLION CLIP 6063-16 NOTCH OPTIONAL 4.500 MULUON CUP 6083 -T6 llllNCTI •• wi shee Thd Ai1(ft 6�rer� C. i .03 lierirstla lFW •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • • • •• • • • • • • • • • • • • Ear: DR. HUNAYOUN FARObO STRUCTURES FIA. PE f 18 • CAN, ** 557 • •�..•'^^--• • • •• • •• • • JAM 15 2007 • • d • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 03449 ma J 01 • 0; el CaQ 8 %4 LZN. <WAfg 1 drawing no. M04—.04 (sheet 2 of 5 5 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. MOTH (W) 19 -1/8' 26 -1/2' 30' 37" 42" 48' 54" 80" 86" 72" 19 -1/8" 26 -1/2" 30' 37" 42" 48" 54" 80" 86" 72" 19 -1/8" 28 -1/2" 30" 37" 42' 48" 54" 60" 86" 72" 19 -1/8" 28 -1/2" 30" 37' 42" 48° 54" 60° 68• 72" MULL SPAN 1 X 3 1 X 4 STD. STD. 38 -3/8" 150.0 150.0 1 X 5 CUSTOM 1 X 4 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) CUSTOM 2 X 3 STD. 150.0 2 X 4 STD. 150.0 2 X 5 STD. 150.0 2 X 8 STD. 150.0 2 X 8 HEAVY 150.0 WINDOW DIMS. WIDTH (19) 19 -1/8" 28 -1/2' 30" 37" 42" 48" 54" 60' 68• 72" MULL SPAN 1 X 3 STD. 74.6 I X 4 STD. 140.9 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 3 STD. 115.1 2 X 4 STD. 150.0 2 X 5 STD. HEAVY WINDOW DIMS. 910314 (9) MULL SPAN CUSTOM CUSTOM HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.8 150.0 160.0 150.0 150.0 150.0 150.0 130.9 150.0 150.0 150.0 150.0 150.0 150.0 118.3 150.0 150.0 150.0 150.0 150.0 150.0 104.7 150.0 150.0 150.0 150.0 150.0 150.0 95.2 150.0 148.8 150.0 150.0 150.0 150.0 50 -5/8" 87.3 150.0 140.1 150.0 134.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 28 -1/2" 30' 37" 42" 48" 54" so° 68• 72" 74 -1/4" 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 38.5 72.8 59.5 108.4 148.9 150.0 33.9 64.2 52.4 93.8 131.2 150.0 29.7 58.1 45.9 82.1 114.8 150.0 28.4 49.9 40.8 72.9 102.1 135.2 150.0 23.8 44.9 38.7 85.6 91.8 121.7 150.0 21.6 40.8 33.4 59.7 83.5 150.0 51.5 37.4 110.1 30.6 54.7 78.5 101.4 150.0 19-1/8" 26-1/2" 42" 48" 120" 27.3 98.7 148.1 27.3 39.9 89.8 105.5 150.0 24.1 61.7 150.0 50.0 138.8 25.2 44.1 68.5 122.3 22.0 38.5 58.2 107.0 51.8 95.1 30.8 28.0 77.8 25.7 38.8 71.3 138.2 150.0 150.0 150.0 150.0 150.0 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 97.8 150.0 150.0 150.0 150.0 150.0 150.0 85.9 138.0 132.6 150.0 150.0 150.0 150.0 75.2 120.8 118.0 150.0 150.0 150.0 150.0 86.8 107.3 103.1 150.0 150.0 150.0 150.0 60.2 98.8 92.8 141.2 150.0 150.0 150.0 54.7 87.8 84.4 128.4 150.0 150.0 150.0 58" 50.1 143.8 80.5 150.0 77.3 150.0 117.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37' 42" 84" 79.5 150.0 150.0 150.0 150.0 37.2 79.4 57.4 118.1 150.0 150.0 150.0 32.8 70.2 50.7 102.8 143.5 150.0 150.0 28.8 56.9 41.1 83.2 116.4 150.0 23.4 50.1 38.2 73.3 102.5 135.8 150.0 20.5 43.9 31.7 84.1 89.7 150.0 39.0 28.2 57.0 79.7 105.6 150.0 35.1 25.3 51.3 71.8 95.1 31.9 2.3.0 48.8 65.2 150.0 34.5 29.2 21.1 42.7 59.8 79.2 145.8 30" 42" 54" 80" 68" 132" 28.5 20.5 41.8 72.7 115.8 150.0 20.5 30.0 83.4 150.0 26.5 135.4 21.5 59.7 109.8 ag re o CC 0 ug 1.1 29.0 84.6 25.7 40.9 75.2 23.2 38.8 21.1 30.7 58.4 103.8 150.0 150.0 150.0 150.0 150.0 150.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 74.3 119.3 114.7 150.0 150.0 150.0 150.0 85.5 105.1 101.0 150.0 150.0 150.0 150.0 57.3 92.0 88.4 134.5 150.0 150.0 150.0 50.9 81.8 78.6 119.5 150.0 150.0 150.0 45.8 73.6 70.7 107.8 150.0 150.0 150.0 41.7 68.9 64.3 97.8 138.8 150.0 150.0 83° 38.2 121.9 61.3 150.0 58.9 150.0 89.8 150.0 125.4 150.0 150.0 150.0 150.0 48° 54' 80' 86" 72" 19 -1/8" 26 -1/2' 30° 37' 42" 48' 54' 80° 68° 72" 74.0 53.3 108.1 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 38.2 27.5 55.9 118.0 150.0 33.7 24.3 49.2 78.5 150.0 29.5 21.2 26.2 43.1 38.3 91.0 150.0 80.9 148.6 23.6 34.4 54.9 72.8 133.7 21.4 31.3 48.9 66.2 28.7 111.5 26-1/2" 42" 54* se 144" 21.9 32.0 58.0 89.0 150.0 23.1 84.3 118.0 20.4 35.7 104.3 28.9 84.5 74.5 22.3 31.5 57.9 52.1 25.8 150.0 88.0 141.2 135.7 150.0 150.0 150.0 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 83.0 55.5 1.2 89.1 48.8 78.0 43 89.3 82.4 58.7 3 4 52.0 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 972 147.9 150.0 150.0 150.0 85.8 130.3 150.0 150.0 150.0 74.9 114.0 150.0 150.0 150.0 68.6 101.3 141.8 150.0 150.0 59.9 912 127.8 150.0 150.0 54.5 82.9 116.0 150.0 150.0 49.9 76.0 108.3 140.8 150.0 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 37.5 27.0 54.8 95.8 130.2 150.0 33.1 23.9 48.4 115.0 150.0 26.9 39.2 150.0 23.7 34.6 60.4 82.2 150.0 20.7 30.2 132.1 28.9 47.0 63.9 117.4 24.2 42.3 105.7 22.0 38.5 52.3 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.( +) /INT.( -). MULLIONS ARCHES TO BE INSCRIBED NSW RECTANGUIAR SHAPE WIDTH (Vi) • • • • • • 23.8 HORIZONTAL MULLION Yom' O AZ NG 17..'..k. �7 PRODUCT . VERTICAL 3 PRODUCT •. ••• MUUWONN PRODUCT • • WIDTH (Vi) • • • • • • 23.8 HORIZONTAL MULLION Yom' O AZ NG 17..'..k. �7 PRODUCT . 3 GLAZING PRODUCT • •• GLAZING PRODUCT Eqpt OR. HUMAYOUN PAR000 STRUCTURES • ALUMINUM TUBE MULLIONS • cri IA drawing no. M04-04 • sheet 3 of 8 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A 8 C D E 19 -1/8" 26 -1/2" 30" 37' 42° 48" 54" 60° 68° 72° 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.1 150.0 150.0 150.0 150.0 114.4 150.0 150.0 150.0 150.0 100.8 160.0 142.2 150.0 150.0 88.2 150.0 124.5 150.0 150.0 78.4 150.0 110.6 150.0 150.0 70.5 141.1 99.6 150.0 150.0 84.1 128.3 90.5 150.0 150.0 58.8 117.6 83.0 150.0 150.0 19 -1/8' 26 -1/2" 30" 37" 42" 48" 54° 80" 88' 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 121.1 150.0 150.0 150.0 150.0 107.0 150.0 150.0 150.0 150.0 88.7 150.0 122.4 150.0 150.0 78.4 150,0 107.8 150.0 150.0 68.8 133.7 94.3 150.0 150.0 59.4 118.8 83.9 150.0 150.0 53.5 107.0 75.5 150.0 150.0 48.6 97.2 88.6 137.2 150.0 44.6 89.1 82.9 125.8 147.0 19 -1/8° 26 -1/2" 30' 37° 42" 48• 54" 80° 68" 72" 58" 148.4 150.0 150.0 180.0 150.0 105,7 150.0 1492 150.0 150.0 93.4 150.0 131.8 150.0 150.0 75.7 150.0 108.8 150.0 150.0 68.7 133.4 94,1 150.0 150.0 58.3 118.7 82.3 150.0 150.0 51.9 103.7 73.2 148.4 150.0 48.7 93.4 65.9 131.8 150.0 42.4 84.9 59.9 119.8 139.9 38.9 77.8 54.9 109.8 128.3 19 -1/8" 28 -1/2" 30" 37" 42° 48" 54" 60' 86° 72° 63" 134.8 150.0 150.0 150.0 150.0 97.3 150.0 137.3 150.0 150.0 85.9 150.0 121.3 89.7 139.4 61.4 122.8 98.3 85.8 53.7 107.4 75.8 47.7 95.5 87. 43.0 859 80 39.1 78.1 35.8 71.6 50 NOTE: ANY ANCHOR CONDf11ON SHOWN H T' MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 150.0 .1 50.0 150.0 134.8 121.3 110.3 101.1 150.0 150.0 150.0 150.0 150.0 141.7 128.8 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D E 19-1/8" 114.4 150.0 150.0 150.0 150.0 26-1/2" 82.8 150.0 118.5 150.0 150.0 30" 72.9 145.8 102.9 150.0 150.0 37" 59.1 118.3 83.4 150.0 150.0 42" 52.1 104.2 73.5 147.0 150.0 48° 74 -1/4" 45.6 91.2 84.3 128.6 150.0 54" 40.5 81.0 57.2 114.4 133.6 80° 38.5 72.9 51.5 102.9 120.2 86° 33.1 86.3 48.8 93.6 109.3 72" 30.4 60.8 42.9 85.8 100.2 19 -1/8" 101.1 150.0 142.7 150.0 150.0 26 -1/2' 73.0 145.9 103.0 150.0 150.0 30" 64.5 128.9 91.0 150.0 150.0 37° 52.3 104.5 73.8 147.5 150.0 42° 48.0 92.1 65.0 130.0 150.0 48° g4" 40.3 80.6 58.9 113.7 132.9 54° 35.8 71.6 50.5 101.1 118.1 80° 32.2 64.5 45.5 91.0 108.3 88" 29.3 88.8 41.4 82.7 98.8 72" 26.9 53.7 37.9 75.8 88.8 19 -1/8" 88.5 150.0 124.9 150.0 150.0 26 -1/2" 63.8 127.7 90.1 150.0 150.0 30' 58.4 112.8 79.8 150.0 150.0 37" 45.7 91.5 64.5 129.1 150.0 42° 40.3 80.6 58.9 113.7 132.9 48" 98' 35.3 70.5 49.8 99.5 116.3 54" 31.3 62.7 44.2 88.4 103.3 60° 28.2 58.4 39.8 79.8 93.0 86" 25.8 51.3 38.2 72.4 84.5 72" 23.5 47.0 33.2 68.3 77.5 19 -1/8° 78.8 150.0 111.0 150.0 150.0 28-1/2" 58.8 113.5 80.1 150.0 150.0 30" 50,1 100.3 70.8 141.5 150.0 37" 40.8 81.3 57.4 114.7 134.1 42" 35.8 71.8 50.5 101.1 118.1 48" 108° 31.3 82.7 44.2 88.4 103.3 54° 27.9 55.7 39.3 78.6 91.9 80" 25.1 50.1 35.4 70.8 82.7 88" 22.8 45.6 32.2 64.3 75.2 72' 20.9 41.8 29.5 59.0 88.9 LO ! _ ' E EXT.( +) /INT.( -). ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D E 19 -1/8" 70.8 141.6 99.9 150.0 150.0 26 -1/2" 51.1 102.2 72.1 144.2 150.0 30' 45.1 90.2 63.7 127.4 148.8 37" 36.6 73.2 51.6 103.3 120.6 42" 32.2 64.5 45.5 91.0 106.3 48" 120' 28.2 56.4 39.8 79.8 93.0 54" 25.1 50.1 35.4 70.8 82.7 60° 22.6 45.1 31.8 93,7 74.4 68" 20.5 41.0 28.9 57.9 67.8 72" - 37.6 28.5 53.1 62.0 19 -1/9" 84.3 128.7 90,8 150.0 150.0 26 -1/2" 46.4 92.9 85.5 131.1 150.0 30" 41.0 82.0 57.9 115.8 135.3 37" 33.3 86.5 46.9 93.9 109.7 42" 29,3 58.8 41.4 82.7 96.6 48' 132° 25.8 51:3 38.2 72.4 84.5 54" 22.8 45.8 32.2 84.3 75.2 80° 20.5 41.0 28.9 57.9 67.6 86" - 37.3 28.3 52.8 61.5 72° - 34.2 24.1 48.2 56.4 19 -1/8" 59.0 118.0 83.2 150.0 150,0 29 -1/2" 42.6 85.1 80.1 120.2 140.4 30" 37.8 75.2 53.1 106.1 124.0 37" 30.5 81.0 43.0 86.1 1003 42" 28.9 53.7 37.9 75.8 88.6 48° 144" 23.5 47.0 33.2 88.3 77.5 54" 20.9 41.8 293 59.0 68.9 60° - 37.8 26.5 53.1 82.0 68° - 34.2 24.1 48.2 56.4 72" - 31.3 22.1 44.2 51,7 ANCHORS TYPE AB,C.D OR E WI 131 ••• • • •• • • •• ••• TYPICAL TELCALIWILISMLEBRIGEMEM WIDTH (W) a 81 + W2 2 • • • • • •• • • • • • • • • ANCHORS TYPE A.8,CA OR E • • • • • • • MULMON WAR • • • • ••• • • • • • • • • PB91t1CTNEVIS= • • • • • • • ai;zryliii lift 6'19046 HORIZONTAL MULLION ARCHES TO 8E 198089ED INSIDE RECTANGULAR SHAPE ': PRODUCT .e.-- VERTICAL MULLON Z *AtITCHOR AIL .1 GLAZING PRODUCT • •• ANCHORS AB,C,O OR E 0 PRADUCTG PRO DU 1 } WI 131 ••• • • •• • • •• ••• TYPICAL TELCALIWILISMLEBRIGEMEM WIDTH (W) a 81 + W2 2 • • • • • •• • • • • • • • • ANCHORS TYPE A.8,CA OR E • • • • • • • MULMON WAR • • • • ••• • • • • • • • • PB91t1CTNEVIS= • • • • • • • ai;zryliii lift 6'19046 HORIZONTAL MULLION ARCHES TO 8E 198089ED INSIDE RECTANGULAR SHAPE ': PRODUCT (AMC PRODUCT • ♦ *AtITCHOR AIL .1 GLAZING PRODUCT • •• ANCHORS AB,C,O OR E Engr. 08. HUIZAYOUN FAR= STRLICIURES Fu PE 141557 • • • • • • • rte • • • z ALUMINUM TUBE MULUONS 0 °c 8 8 3 8 �y Illeplestims Dew tigg6 Code • • Li • •JAN 15 2007 • • • • • •• • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • c 1 drawing no. M04 -04 (sheet 4 of 8 1/4' TAPCONS 1/4' TAPCONS 1 -7/8' MIN. 1 -1/4' MW. EMBED INTO MASONRY 1 -1/4' MW. EMBED 11(10 MASONRY 2 PER CUP (1 ON EACH WING) 1 1/4' TAPCONS 1/4' TAPCONS 2 -3/8* MIN. 1 -1/4° MW. EMBED INTO MASONRY 1 -1/4' MW. EMBED INTO MASONRY T I EDGE DST. PER ANGLE EDGE Gm% 2 1/4• 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MULNU, FLORIDA 33174 7E1. (305) 3648100 FAX. (305) 2620978 MUWON \MGI iiI.. y < • •' MIN. HH 1 °� j WAWA '7 J ... ' 111011111 �° T ,.,-- -� - - ai ■I+' .—"I ■ice ,. 2 X 2 X 1/8" ALUM ANGLE ... ,- - t I t IBY OR 28Y WOOD BUCK II II II II II IL-JI Ir�l 11 II kg i i 1 1 1 1 t. 1 BY WOOD BUCK II II 1 1 II II 11--I1 I i' tI ti iJ I i 1 1 1! U // FLUTWG CLIP SNUG FR DIME MULL 114 SMS 1 -3/4' O.C. MW. 2 PER ANGLE II II 1 i l I II �1 11 I U t 1 1 1 FLOATING CUP SNUG FR INSIDE MULL 114 SMS 1 -3/4* 0.0. MW. 2 PER ANGLE ....._. III II II •I1 U 9 1 I t 1 ALUM2ANGLE'8• 1' MIN. 1 1/4' TAPCONS 1/4' TAPCONS -3/8° MW. WOOD PENETRATION 1 -3/8' MW. WOOD PENETRATION 2 PER CLIP (1 ON FACH WWG) 1 PER ANGLE 1 -3/8' 1' MIN. 1° MIN. 4 MW. WOOD 1/4' 1_3 1/4' TAPCONS /8' MW. WOOD PENETRATION PER CUP (2 ON EACH WINO) 2 PER ANGLE E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 TEL. (305) 640 -9857 FAX. (305) 593 -2074 EDGE DWT. hq4111� EDGE en Imo' J�D .- /MIA 0.70M___11......_ d- - 2 X 2 X 1 8' ALUM ANGL WOOD STRUCTURE II II II II IIJI Il II II II '� I I 1 P 1 U I I 2 BY WOOD BUCK 11 II I 1 II II 1IJ1 ir-TI II II L 4 1 1 I I RIM FLOATING CUP SNUG FR WSIDE MULL 114 SMS 1 -3/4* 0.C. MIN. 2 PER ANGLE I I �I; 11 11 it I I 1 I, 1 I I 1 2 X 2 % 1 B' ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL 114 SMS 1 -3/4' 0.C. MIN. 2 PER ANGLE )--.....I.: I 1 [II 1 1 1 description I� NO CHANGE THIS SHEET ANCHORS TYPE '8' M 4icraiv, ts«p*ovlatgwnwil. avlavittov Ma • • • • • • • • •• ••• •• • • • •• my 8 _ Ea.. r : 3 _ 'n . �� y ' `i • • • • • • • • Eng DR. H Yt� FAR000 RA PE 16557 • CA I • • • ALTERNATE ANCHOR LOCATION • • • • • • • • ` •.WAN 1 6 2007 • • • • • • • • • • • • • 'A' ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. • • • • • • • • • ( drawing no. M04 -04 ANCHORS TYPE (sheet 5of 8 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 00 • • • i• • •• • • • • • (sheet 8of 8 ) 2 -1/2° MIN. EDGE DIST. 1/4• TAPCONS 1 -1/2* MIN. EMBED INTO MASONRY 2 PER CUP (1 011 EACH WING) • 2 -1/2• MIN. EDGE GIST. ALTERNATE ANCHOR LOCATION 1/4* TAPCONS 1 -1/2* MIN. EMBED 51TO MASONRY 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SM5 2 0.C. MIN. 2 PER ANGLE NMI" Law 1/4° TAPCONS 1 -1 /2* MIN. EMBED INTO MASONRY 2 PER CIJP (1 ON EACH WING) ANCHORS TYPE 'C' II II 1i 11 11 II 9 2 X 2 X 1/8" ALUM ANGLE 2 -1/2* MIN. EDGE DIST. MAW N a ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1/4* TAPCONS 1 -1/2• MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 1 I I I I l LJ j I 1/4° TAPCONS 1 -1/2" MIN. EMBED INTO MASONRY 2 PER ANGLE FLOATING CUP SNUG FR INSIDE MULL ANCHORS TYPE 'D' #14 SINS 4 PEPt ANGLE II 11 11 11 2 X 2 X 1/8• ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES MINOCINEVISO i s IM tied& •• ••• • • • • • gbh* • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• •• • • • • •• • • • • • • • • • • • • Engr�'.I t• Y FAROOO STRUCTURES FIA. PE L18557 ••. • • • • • • • • • • •• • • • •• • • • 14 ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DWV v c b A < 0 0 drawing no. M04 -04 5/16• TAPCONS 1 -3/4' MIN. EMBED INTO CONC. 4 PER CUP (2 ON EACH WING) 5/16• TAPCONS 1 -3/4' MIN. EMBED INTO CONC. 2 PER ANGLE FLOATING CUP SNUG RT INSIDE MULL 14 915 4 P ANGLE ANCHORS TYPE 'E' LOCATION OF SCREWS ANGLES RIBS CONNECTING ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FIAT HEAD. • • • • ••• • • • • • •• • • • • • •• ••• •• • • • •• Engel ORS Y� FAROOO FLA. PE / 16687 CA.N. • • • • • s • • • • • I • • • • • • • 6mo? • ••. '•' •• • • • • •• • • • • • • •••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 11 ••• • • • ••• • • N 2 O w ALUMINUM 1. r c drawing no. M04 -04 (sheet7of 8 • ig tam 2 Ar 4 .4 1 4g z z AA I 8E C '=1 xx - i E N N E y M r, I i' I ca a B xx , 11,--- I i i 1 1 j b' P CV N.a 1 1 N� iigg 1. Z 1 I 1 0••• .0w, 2 • • • • Z •• • • • • •• 1 404 GN O • • • • • •••• • • • • � 0 • • •••• • • • • • • • • i • ; •• •• II III • Z • ((� ! .. 0 •••• • •,•a • • F • • NMI • • • • • • • • • +� • • • • 1110 • • VT it• • 1 " {de.: 04 -26-04 r revisions: [ ALUMINUM TUBE MULLIONS ) AL- FAROOQ CORPORATION a AO OSE , by description CHANGE ENGINEERS & PRODUCT DEVELOPMENT • 3/3• . 0• A aaoaoa No CHANGE MS SHEET E S. WINDOWS o m 8 0e.Q8.00 8 00118000 TOR 2004 Tec 5220 N.W. 72 AVE. BAY #4 1.238 AM , FLORIDA 3 f {AS. b7: HAMia O 12.28A8 NO MMiE THIS SHEET MIAMI. FLRIA 331'74 O MIAMI, FL 33166 TEEL.(30512846100 FAX. (305) 262.6978 C co 4. O Jew bY• , TEL. (309) 840 -8887 FAX. (305) 583 -2074 1 1 MUWON \M04 -04ESW ; g10 F.H. 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON TUBE MUWON 1 -3/4' X 2' X 1/8' (FOR 2BY TUBE) 3/4' X 2' X 1/8' FOR (I BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE . ANCHORS DETAIL #1 METAL TO METAL. CONNECTION TYPE A TYPE B TYPE C TYPE 0 •• ••• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • drawing no. M04 -04