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REV-16-2034
,\TV° os -5' Miami Shores Village JUL 202016 Building Department,YJ:60---nr— 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No.gC.j —34 7 PERMIT APPLICATION Sub Permit No./2f Y /f — 09e3 BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL 0PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / 0 / 0 0 5t- City: 1City: Miami Shores County: , Miami - Dade rto7-7 55/ 3 J Folio/Parcel#: Is the eBuilding,Historicaily_Desig ed: Yes NO 1.------ Occupancy /Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (Q)4 L) L) CPi9 //)0d06 Phone#: 3t- 7/-097/1 Address: 3 E /e) Sr City: 44 /4 i / gf ieS State: F Zip: 33/ 35' Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 0 a Cwl S v c q tjC" Phone#: 7 i -467 -'701 -co Address: 31o19 9 gW /c/ �r City: l- / —1 141 1State: F C- Zip: 3 3 / Qualifier Name: o 1 ZC' Jl � cec›- Phone#: ___3c' _„2h State Certification or Registration #: QC, C 1.`s2 CI d `f Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type•of ork: ❑ Addition Description of Work: ?-45./ a'"^ u p4 elms w-64/ v) ou)i-rro-.# bin” Specify color of color thru tile: Submittal Fee $ Permit Fee $ 5 " ` 'V CCF $ CO/CC $ Scanning Fee $ \ Radon Fee $ DBPR $ Notary $ Technology Fee $ /n Training/Education Fee $ Double Fee $ Structural Reviews $ 121) - /) Bond $ TOTAL FEE NOW DUE $ 2 - . W Address: Alteration New ❑ Repair/Replace ❑ Demolition (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this //5 day of Vi/ -1----1/, 20. by // i day of (J tiY� , 20 / , by 6/e/1/1 �,q.,(✓j4 e , who i perwsonally knoo 6,ae/ %lAAndPZ , who i personally kn w to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print: Seal: MY COMMISSION #FF127992 d' ` EXPIRES June 1, 2018 (407) 398-0153 FloridallotaryService.com ***************************** APPROVED BY (Revised02/24/2014) 7 identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: o:- .....**= MABELIS E FERNANDEZ; MY COMMISSION #FF127992 EXPIRES June 1, 2018 •�F Qf ��J`• (407) 398-0153 FlorldallotaryService.com Plans Examiner Zoning Structural Review Clerk /2C /s- .3o F6 R/6 i a n2' 1-' 1 \I C7., t) JUL 2 0 2016 DEPARTMENT OF REGULATORY AND E BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE (NOA) AWP Windows and -Doors, -LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product ontrol Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve he right to have this product or material tested for quality assurance purposes. If this product or material ails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ ay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. R reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control ection that this product or material fails to meet the requirements of the applicable building code. his product is approved as described herein, and has been designed to comply with the Florida Building ode, including the High Velocity Hurricane Zone: G j II-DADE COUNTY PR DUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy ESCRIPTION: Series "1600 Impact,View" Alumin m Horizontal Sliding Window L:M J. PROVAL DOCUMENT: Drawing NO.W03-104, titled "Series -1600 Impact View Alum Horiz. Sliding dw.", sheets 1 through 7 of 7, dated 11/18/03, with revision E dated 10/30/15, prepared by Al-Farooq orporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control evision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County roduct Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's naive or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire' SOA provided to the user by the manufacturer or its distributors and shall be available f6; insp4tiptthtih{ j012 Site?t the request of the Building Official. This NOA revises NOA# 13-0326.01randdottsilts'afth2s Page 1 and evidence pages .E-1 and E-2, as well as approval document mentioned above. The submitted documentation wavevjgyved bX MOUpel Perez, P.E. MIAMI DADE COUNTY APPROVED •• . •. . . . . . . . •. • . •. .• . .. •.. .... . .. . .. . • . •. . . . •... •• • • . • • • • • .. .. . • . . •• . ... NOA No. 15-0130.02 Expiration Date: March 04, 2019 Approval Date: February 04, 2016 Page 1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#03-1203.02) 2. Drawing No.W03-104, titled "Series -1600 Impact View Alum Horiz. Sliding Wdw." sheets 1 through 7 of 7, dated 11/18/03, with revision E dated 10/30/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window w/insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8412, dated 10/14/15, signed and sealed by Idalmis Ortega, 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 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3791, dated 07/12/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03-1203.02) 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, Inc., Test Report No. FTL-3763, dated 05/03/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03.1103.02).. .. . .. ... .. • .... • ... . ... . . • • . • • . . . . •• . • •• . . . . ... . .. . . . • . •. •. ..... . • . • . . . . . • • ...Erb. . • . ... . • • • .. .. . . . •.•. ..• Manu P.E. Product Cont of E miner NOA N . -0130.02 Expiration Date: March 04, 2019 Approval Date: February 04, 2016 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-stn Edition (2014), dated August 20, 2015 and October 26, 2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126. 20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'd Edition (2014), and of no financial interest, dated October 26, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 14-0776 issued by the Product Control Section, dated September 8, 2014, signed by Manuel Perez, P.E. 3. Asset purchase agreement dated March 20, 2014, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris, Jr., President and C.F.O., AWP Windows and Doors, LLC. 4. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA, dated April 20, 2015, signed by Mr. Kevin Barrett, Chief Financial Officer, Trulite Window & Door Solutions, LLC. 5. Statement letter for Name Change Request dated July 15, 2014, issued by AWP Windows and Doors, LLC, signed by Gerardo Beros, Director of Engineering. G. OTHERS 1. Notice of Acceptance No. 13-0326.09, issued to Trulite Window & Door Solutions, LLC for their Series "1600 Impact View" Aluminum Horizontal Sliding Window L.M.I., approved on 06/06/13 and expiring on 03/04/19. ....... . .. .. • • • . • . . , .. ... .. . .... • ... • ... • . • . • .. • • . . • . . . . • • . . . .. . • • . . • • • . •• .. .. • . . .. ... • . ... • •. . . E..2 . •. . . . . . • • . ... • • . . . . • • . • ..• .. • . . .. • ... . • . ... • Manuel P P.E. Product Contr : miner NOA No. -0130.02 Expiration Date: March 04, 2019 Approval Date: February 04, 2016 (3) ANCHORS AT MTG. STLE ENDS - AT8'O.C.TYP. O.L. OPG. 2T VENT WIDTH O.L OPG. 54 3/4^ 1 I I 22 3/8" D.L OPG. 27' VENT WIDTH 'XOX' rTHESE WINDOWS ARE RATED FOR URGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -1600 IMPACT VIEW ALUMINUM HORIZONTAL SLIDING 'WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS 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 2014 (STH EDITION) FLORIDA BUILDING CODE 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT ULUTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. VENT WIDTH FALSE MUNTWS (SURFACE APPLIED) MAY BE USED 0 (3) ANCHORS AT ATG. STILE ENOS AT 8' 0.C. TYP. 8' MAX. HEAD/SILL CORNERS gn A% /. ..././o TLL1 11 II AM I 11 1 I I� 11 ifllf II II I II 11 ;t JL=r _L_=_ *-- 11 „ II I 11 '/ It ;t � I� �l II 11 _ It l II I11 1 I III il" I I i I © O.L. OPG. 2T VENT WIDTH O.L OPG. 54 3/4^ 1 I I 22 3/8" D.L OPG. 27' VENT WIDTH 'XOX' rTHESE WINDOWS ARE RATED FOR URGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -1600 IMPACT VIEW ALUMINUM HORIZONTAL SLIDING 'WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS 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 2014 (STH EDITION) FLORIDA BUILDING CODE 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT ULUTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. VENT WIDTH FALSE MUNTWS (SURFACE APPLIED) MAY BE USED 0 (3) ANCHORS AT ATG. STILE ENOS AT 8' 0.C. TYP. 8' MAX. HEAD/SILL CORNERS gn A% WIF TLL1 11 II AM / Qh it / Ili i. I -- -- II•TntT■Enilinlill �1I TYPICAL ELEVATION$ TESTED UNITS 'X0, OX OR XX' • • •• •• • • • • • • • • • • •• • • •••• •••• • • • • •••• • • •• PRODUCT REVISED os complying with the Florida 'tinkling Code Acceptance No I hri Dere gg 1y R drawing no. W03-104 (eheet 1 of:13 • • •• • •• • •. • •• • • •• • • 3/16' ANN. GLASS .090' Interioyer SaiNs Clear And Color Class By 'Eastman Chemical Co.' 3/18' ANN. GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 1/8' TRAP. CLASS DURASEAL SPACER BY 'oUANOC SIUCONE DOW CORNING 1199 GE SCS2800 SCHNEE MOREHEAD 5731 AT 1/4 POINTS ON Lf1ES WIDER THAN 36" ONLY 1/4" Mt SPACE 1/8' HEAT STREN'D GLASS 090' Interlayer Sofia Clear M0 Color Cass By 'Eastman Chemkol Co.' 1/8' HEAT STREN'D CLASS SIUCONE DOW CORNING 1199 GE SCS280G AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' 11/18' OVERALL SIL LAM. GLASS 3/18' ANN. CLASS 100' Interloper Uvekot S By 'Annex USA, Inc.' -3/18' ANN. GLASS t::I ,I GLASS TYPE 'B' 7/16' OVERALL IAM. GLASS 1/8' ANN. GLASS DURASEAL SPACER 8Y 'QUMIEX' GLAZING OPTIONS SIUCONE DOW CORNING 1199 GE SCS2800 SCHNEE MOREHEAD 5731 1/4" AIR SPACE 1/8' ANN. GLASS .090' Interlayer SaBNx Clear Md Color Glass By 'Eastman Chemical Co.' -1/8' ANN. GLASS S UCONE DOW CORNING 1199 GE SCS2800 AT 1/4 PO1N15 ALL SIZES GLASS TYPE 'D' t1/t8' OVERALL INSUL LAM. GLASS GLASS TYPE '0' NOT QUALIFIED FOR INSTALLATIONS ABOVE 30 FT. Env: AVM *WAD CM/. C70592 A `. 3536 2015 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • PRODUCT REVISED nn eamplyiM w'nh the Florida BuiWine Code Accepuace No 1 '1- • . MI . Date Dy 1 ••• • ._; •!;::::iI�! =M • ••• n • a Z 7 Xilf• • aODlif It •••• • ••• • • •• drawing no. W03-104 ••• •• ••• • ••• • •• • •• ••• 9 • • ••• • •• • • Cahoot 2 of 7) DESIGN LOAD CAPACITY - PSF (X0, 01 OR XX SIZ&9) WINDOW DIMS. A GLASS TYPPS '4' & '8' MASS TYPE ' C' GLASS TYPE 'D' WIDTH HEIOHT EXT.(+) INT.(-) OR.(+) INT.(-) TXr.(+) nn.(-) 26-1/2' 37' 13-1/8' 74' 26' (3) 3 90.0 1404 90.0 90.0 74.0 74.0 5 900 140.0 90.0 90.0 74.0 74.0 6 90.0 140.0 904 904 740 74.0 9 904 1400 90.0 904 740 74.0 26-1/2' 37' 53-1/8' 74' 38-3/6' (4) 3 90.0 140.0 90.0 90.0 74.0 74.0 5 90.0 140.0 90.0 90.0 74.0 74.0 6 904 140.0 90.0 90.0 74.0 74.0 9 90.0 140A 90.0 904 74.0 74.0 26-1/2' 37' 53-1/6' 74' 80-5/6' (5) 3 90.0 140.0 90.0 90.0 74.0 74.0 5 90.0 140.0 90.0 90A 74.0 740 6 9 90.0 140.0 90.0 90.0 74.0 74.0 90.0 124.4 90.0 904 74.0 74.0 26-1/2' 37' 53-1/6' 74' fig) 3 90.0 140.0 90.0 90.0 74.0 74.0 6 90.0 137.3 90.0 90.0 74.0 74.0 6 90.0 104.3 90.0 90.0 74.0 74.0 9 64.9 64.9 84.9 64.9 74.0 74.0 24' 36' 46' 60' 72' ��) 3 90.0 140.0 90.0 90.0 744 74.0 6 90.0 1404 90.0 90.0 74.0 74.0 7 90.0 140.0 90.0 90.0 74.0 74.0 7 90.0 140.0 90.0 90.0 74.0 74.0 9 90.0 140.0 90.0 90.0 74.0 74.0 24' 36' 48') 80' 72' 36 3 904 I40.0 90.0 90.0 74.0 74.0 5 90.0 1400 90.0 90.0 74.0 74.0 7 904 140.0 90.0 90.0 74.0 74.0 7 90.0 140.0 90.0 90.0 74.0 740 9 90.0 1404 90.0 90.0 74.0 740 24' 36' 46' 60' 72' �y) 3 90.0 140.0 90.0 90.0 74.0 740 5 90.0 140.0 00.0 90.0 74.0 740 7 90.0 140.0 90.0 90.0 74.0 74.0 7 90.0 129.6 90.0 90.0 74.0 74.0 9 90.0 120.3 90.0 90.0 74.0 74.0 24' 36'5 ur 50' 50' 72' .....(5), 3 90.0 1400 90.0 904 740 74.0 74.0 00.0 131.5 90.0 904 z 4.0 74.0 7 90.0 118.2 90.0 90.0 I 74.0 7{.0 7 90.0 103.4 90.0 90.0.1 74.0' 74.0 9 90.0 93.3 90.0 900 74.0 74.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) - N0. OF ANCHORS PER JAMB 4 41. 4 LEFT AND RIGHT VENTS TO BE OF EOUAL GLASS 0.0 WIDTHS 'XX' 'XO OR OX' ) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A GLASS TYPES 'A' & 'D' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH MIGHT EXT.(+) NT.(-) EXT.(+) M.(-) EXT.(+) INT.(-) 74'213'11 106-1/4' 111' (3) 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 140.0 90.0 904 74.0 74.0 74'11 106-1/4' 111' 38-3/8' (4) 74'_ 106-1/4' 111' 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 134.3 90.0 904 74.0 74.0 14 90.0 139.1 90.0 90.0 74.0 74.0 74'11 106-1/4' 111' (5)50-5/8" 74'_ 106-1/4' 111' 90.0 131.2 90.0 90.0 74.0 74.0 14 90.0 108.6 - - 74.0 74.0 14 90.0 110.6 - - 74.0 74.0 74' 106-1/4' 111' 63 11 90.0 110.0 90.0 90.0 74.0 74.0 14 86.9 86.9 - - 74.0 74.0 14 84.9 84.9 - - - - 72' 64' 96' 106' 111' ��) 11 90.0 140.0 90.0 90.0 74.0 74.0 11 90.0 140.0 90.0 90.0 74.0 74.0 11 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 72' 64'71 96' 108' 111' 74.0 11 90.0 140.0 90.0 904 74.0 74.0 90.0 90.0 140.0 90.0 90.0 74.0 74.0 11 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 72' 84' 98' 106' 111' (4) 11 90.0 140.0 90.0 90.0 74.0 74.0 11 90.0 132.8 90.0 90.0 74.0 74.0 11 90.0 125.3 90.0 90.0 744 74.0 14 90.0 119.4 - - 74.0 74.0 14 90.0 1107 - - 74.0 74.0 72' 64' 96' 108' 111' 60 11 90.0 116.0 90.0 90.0 74.0 74.0 11 90.0 108.1 90.0 900 74.0 74.0 11 90.0 99.5 - - 74.0 74.0 14 90.0 93.3 - - 74.0 74.0 14 90.0 92,0 - - 74.0 74.0 72' 84' 98' 108' 111' 81-1/4 (6) 11 90.0 118.7 90.0 90.0 74.0 74.0 11 90.0 104.6 - - 74.0 74.0 11 90.0 96.3 - - 74.0 74.0 14 90.0 90.2 - - 74.0 74.0 14 66.9 88.9 - - 74.0 74.0 A - N0. OF ANCHORS PER HEAD & SIU. () - N0. OF ANCHORS PER JAMB (1/3W) (1/3W) (1/3W) 4 GLASS TYPE 'C' GIASS TYPE '0' OPERATING VENTS TO 8E I/O OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS.A GLASS TYPES 'A' & '8' GLASS TYPE 'C' GIASS TYPE '0' WIDTH HEIGHT CCL(4) 94T.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74'10 106-1/4' 111' 90.0 140.0 90.0 90.0 74.0 74.0 (�) 13 90.0 140.0 90.0 90.0 74.0 74.0 13 90.0 140.0 90.0 90.0 74.0 74.0 74'_ 106-1/4' 111' '�(4) 6' 10 90.0 140.0 90.0 90.0 74.0 74.0 13 90.0 131.7 90.0 90.0 74.0 74.0 13 90.0 130.9 90.0 90.0 74.0 74.0 74'_ 106-1/4' 111' 50-5/6' 10 90.0 123.3 90.0 90.0 74.0 74.0 13 90.0 102.4 90.0 90.0 - - 13 90.0 106.5 00.0 90.0 - - 74' 106-1/4' 111• 63" 10 90.0 104.9 90.0 90.0 69.2 69.2 13 87.0 87.0 87.0 67.0 - - 13 846 950 65.6 65.6 - - 72' 84' 98' 100' 111' 10 90.0 140.0 90.0 90.0 74.0 74.0 10 90.0 140.0 00.0 90.0 74.0 74.0 �2) 13 90.0 140.0 90.0 900 74.0 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 1400 90.0 90.0 74.0 74.0 72' 64' 96' 108' 111' �3) 10 90.0 1400 90.0 90.0 74.0 74.0 10 90.0 140.0 90.0 90.0 74.0 74.0 13 90.0 1404 90.0 9(0 •7 ;.4 74.0 14 90.0 140.0 90.0 90.0 74.0 74.0 4 14 90.0 140.0 900 9a. J>t4 74.0 72' 64' 98' 106' 111' 44 () 10 90.0 1335 90.0 90.0 574.0 74.0 10 90.0 1259 90.0 9/.0.. `7T.d- 74.0 13 90.0 120.0 90.0 90.0 676.0 74.0 4 14 90.0 115.2 90.0 98.Q4 • i • - 4 14 90.0 111.9 90.0 90.0 - - 72' 84' 99' 108' 111' (5) 10 90.0 1084 00.0 9W •7!.Q 74.0 4, 10 90.0 102.1 90.0 9Ra. • • - 13 90.0 97.5 90.0 9Q.% • ..7. 14 90.0 939 90.0 94.0 • -• - 14 90.0 91.1 90.0 A0 * - • • 72' 64' 96' 108' 111' 61-1/4' (5) 10 90.0 111.4 90.0 19.6 73.0 • 10 90.0 101.7 90.0 _96.0 It.Q • • -: - 13 90.0 95.2 90.0 90.0 - - • 14 90.0 91.0 00.0 90.0 - - 14 90.0 90.2 90.0 90.0 - - A = N0. OF ANCHORS PER HEAD & SILL ( ) - N0. OF ANCHORS PER JAMB i (1/4W) OPERATING VENTS TO BE 1OF THE D �'RODUCT BVISBDOW 'XOX /4 z cxIYin6RWINwi16 0• RaidsWIDTH Building (tide Acceptance Nu "0 • • .0�_ J p4n4kmDa& :EMT_ D7 L/.. 41;, Mi erni "S!, PIadUG r ••• ••• •• • • • 4 • •4 •••4 •••• • • •••• •••• ••• Cngr: JAVA0MA AHD R.A. PE I 70592 CAN 3536 0'6 2 f drawing no. W03-104) sheet 3 of 7i •• • • •• • •• • ••• •• • • •• • •• • 1EW OR 28Y WOOD BUCK 1■ TYPICAL ANCHORS SEE ELEV. FOR SPACING EapE pIST. Now a TYPICAL ANCHORS SEE ELEV. FOR SPACING .. EDO DIST. Fl,1�lMEP -MAI TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WEEPHOLES: W1 1-5/8" X 1/4" WEEPHOLES AT 12" FROM EACH END WITH PLASTIC BAFFLE W2 3/4" X 5/8' WEEP HOLE AT EACH END W3 - 1-1/4" X 1/4" WEEPHOLES AT 16-1/2" FROM EACH END MIAMI—DADE COUNTY —APPROVED MUWON at MULUON ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; scc ELEv. FOR SPACWG 1/4" DIA ULTRACON 8Y 'TCO' (Fu -177 KSI, Fy-155 K51) THRU 18Y OR 28Y BUCKS INTO CONC. OR MASONIW 1-1/4" MIN. EMBED INTO CONCRETE (HEAD%I .. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 2" MIN. EMBED INTO CONCRETE (HEAD/SILL? 1-1/4' MIN. EMBED INTO CONC. OR MASONRI'•(A4MBS) •• • • • • • 114" DLA. KS OR ELF DRI I IN - SCREWS fbitite5 CRS) • • • 3 INTO METAL STRUCTURES . • • •••• I z •iA STEEL 1 /8" THK. MIN. (fy 36 KS! MIN.• • ••••• 0. �i �8•j � ALUMINUM : 1/8" THK. MIN. (6063-15 MIN. < m t (STEEL IN CONTACT WITH ALUMINUM TO BE :every 4R PAINTED) • • • 4,17 GUQ OR SELF DRILLING SCREWS (GRADE 2 CRS) ••••4 • • 1 ^ •••‘••• INTO MIAMI-DADE COUNTY APPROVED MULLONS Q"4 THK. a•1/8") (NO SHIM SPACE) • • • •••4 • • •• • ••• ••• ••• • • • m 0 • • • 41 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY n 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE • 3/4" MIN. WOOD AT HEAD, SIU. OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re .• 3000 PSI MIN. C-40 HOLLOW/FILLED BLOCK AT JAMBS Pm . 2000 PSI MIN. F+Wn NAVAD MIAA! CML NA. PE 0 7.0592 CAN. 7538 PRODUCT REVISED 7 comMY WI with 16o FIcdd9 AMOD,0 gCode .ILD Ivo 07 ACccplaoco NO e pirnliont iT=:P'iL• 2Dtq Uy .a. odrel R oa a • 3 M 0 Et �5 u 2 drawing no. W03-104 sheet 4 of 7_) • © o 1/4' MAX VENT WIDTH VENT WIDTH 1/4' MA%. SRNS MCA/ ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE VENT WIDTH EXTERIOR WINDOW WIDTH MIAMI—DADE COUNTY • • • APPROVED MULLION & i'&61" AVMS • • • • • • TYPICAL ANCHORS • • • • FOR SPACING • •••• • TYPICAL ANCHORS —SEE ELEV. FOR SPACING )(OX LAYOUT • • • 4.9 fa 09 I/4' SHIM MAX. VENT WDTH 1/4- MMX. sous D.L OPG. 2BY WOOD BUCK •.� STRUCTU: TYPICAL ANCHORS SEE ELEV. FOR SPACING v ••• .• ••• • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING Enyn LVAD ANMAD FLgr/705920. CAN. 7538 1 BY W000 BUCKS PRODUCT REVISED s complying with M Florida Rodding Coe tea _ Acceptance Too piralion Dale eDI ll EXTERIOR WINDOW WIDTH 16 XX LAYOUT drawing no. W03-104 Leet 5 of •• • •• e • • e•• • • 0 FRAME HEAD VENT (LAAL c RAIL 3.036(YE-1601) 3.640(YE-1605A) 0 FRAME SILL VENT TOP/BOTTOM RAIL 9A (INSUL IAM. GLASS) 314 .062 .700 1.497 O SILL TRACK 0 JAMB 51111 r .062 3.348 .789 .388 U3 FRAME JAMB MEETING RM. ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPUER/RFNARXS 1 YE -1600 1 FRAME 110W 6063-18 - 2 70-1601 1 FRAME $LL 6063-T6 - 2A YE -16081 1 ALT. FRAME 05.. 6063-T6 - 3 YE -1602 1 FRAME JAMB 6083-76 - 4 YE -1606 1 SILL TRACK INSERT 6063 -TO - 5 YE -1803 1/ VEM FOXED RAIL 6063-16 - 6 YE -1704 1/ VENT VENT MEETING PAIL 6063-76 - 7 YE -1604 1/ VONT JAMB STILE 6063-76 - 8 YE -1707 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-18 - 8A AFP -YE -1617 AS REX. LIAZIN° BEAD (INSUL LAM. GLASS) 6063-16 - 9 7E-1706 2/ VONT TOP AND BOTTOM RAIL (LAM. GLASS) 6063-76 — SA YE -1708 2/ VEM TOP MND BOTTOM RAIL (INSUL. LAM. OIASS) 8063-T8 - 10 - AS 8(00. SETTING BLOCKS EPOI OUROMEIER 8035 SHORE A 11 111-1805 2/ VONT BRASS ROLLERS IN NYLON HOUSING. AT 2-I/4• FROM EACH END - ZAMAX AWP. FASTENED W/ (3) /6 X 1/4- PH SMS AT 10-1/2. FROM TOP MMD 0011002 12 YH-715 2/ VENT VENT LATCH 13 1► -14 2/ LATCH VENT LATCH SCREWS - (2) /10 X 3/4' OH SMS 14 Y11-622 AS RE00. BLAB WS1RIPFINO. DUROM01ER 7515 SHORE A VINY1. SULUVAN at SULLNAN 15 114-802 AS RE,GO. FIN SEAL 0/STRIPPING - ULTRAFAB 18 YF -10 AS RE00. FRAME/VENT ASSEMBLY SCREWS CRS ,6 X 1• P.H. 5028 17 TH-1602 2/VENT TOP GUM VINYL AWP 16 TH-1803 2/VENT BOTTOM GUIDE STEEL AWP 19 YF -71 2/ GUIDE GUIDE SCREWS - SMS • • • 20 TH-1601 1/ WEEP OPEN CELL FOAM PAD (1• X 1• X 3/45 - AWP • 21 W1-1604 - OPEN CELL F0M1 PAD (1-1/4•x 1/4• X 4-3/4' - ARP • • • • • • • • 22 TN -1506 2 WEEPNOLE COVERS - ANP • • • • • • 23 111-1802 A5 REGD. FIXED VENT CUP 6063-15 AWP • _ 24 TH-1603 AS REGD. MOV. VENT GUIDE 6063-75 AWP • 25 TF -74 AS REGD. DUDE SCREWS CRS /6 X 1• P.H.•S? • • • • 26 TN -1622 AS REGD. GLUING GASKET. OUROMETER 7015 SHORE A VINYL - •••• 1 4.750 I 1—.930 z3 FIXED VENT CLIP .4251r - ____[ 1.750I F-.950 (:) MOV. VENT GUIDE 0 FIXED MTG. RML -.373 GLAZING BEAD (LAM. GLASS) .851 GLAZING BEAD (INSUL. LAM. GLASS) M Ewan JAV)AHMAO FLA. PE1 730059z 0Z016 •••• • • •• •• • • • • • • • • . • • • • 0 z sigE u0,1 11110 5� • y •po •; • • • •1 • . • 6 15 • N •••6 • • X • . .••• • • •. PRODUCT RBVISBD ns complying' will. 06 Florida Ruildin6 Code Acceptance No 1 Ex •'ration Dau 3 1 i • 0 1 c it 1 drawing no. W03-1 04 •host 6977) •• • • • •• • • •• •• •• . .• FRAME ElOTTOM CORNER jMIT TO ASEMM CORNERS • • • • • ..• • • .. • ••• • • •••• • • • • ••• • • . .... ••• • • • • • • • ••• • .. • • • .. • ••• • • PRODUarCT REVISE) as complying wMi Ow Florida goading Cods 0180.02 C ,. onion brio :•7773.71r, Slotq nyJ/, i . ruducl Con 'i� 1 drawing no. W03-104 sheet 7 of 7 .. • .. • .. • • • • • • •• DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATION NOTICE OF ACCEPTANCE (NOA) AWP WirTdows and'Do`ors, LLC] 8130' NW 74th Avenue Medley, FL 33166 S COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1400 Impact View"Outswm'g Aiuminum•Casement'Window, L.M.I. APPROVAL DOCUMENT: Drawing No. W01-52, titled -"Series -1-400 Impact View Alum. Casement Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 08/08/01, with revision J dated 02/17/16, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been• no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this e;thrc NOR, sttall•be:provided to the user by the manufacturer or its distributors and shall be available fof yrspepd4 ottAle lot §ite at the request of the Building Official. This NOA revises and renews NOAAo..120118.2S, And *Wes of this page 1 and evidence pages E-1, E- 2 and E-3, as well as approval document mentioned above. The submitted documentation was {evig}vgd by Nairn' Perez) P.E. DrTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy MIAMI•DADE COUNTY APPROVED • .. • • • • . . • . • • •. . • . •. • . •. •• . . . • . . . . . . • . • . ... . 34-�1'lo....... • .•• • ... • . • • . . • . . •. • . • . • .. .. . • . .. .. ... . . . 000 • • • NOA No. 15-0818.03 Expiration Date: October 25, 2021 Approval Date: March 10, 2016 Page 1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 06-1017.09 and 06-1017.09) 2. Drawing No. W01-52, sheets 1 through 7 of 7, titled "Series -1400 ImpactView Alum. Casement Wdw. (L.M.I.)", dated 08/08/01, with revision J, dated 02/17/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure .Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Resistance Test, per FBC, per AAMA 1302.5 and per ASTM F 588, Type B (FTL-8480 only) 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series Impact View outswing casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8480 and FTL-8481, both dated 01/20/16, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series "Impact View" aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3762, dated 06/10/03 and FTL-3758, dated 04/01/03, both signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 06-1017.09) 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series "Impact View" aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2954, dated 10/10/01, signed and sealed by Luis Antonio Figueredo, P.E. ....... . . . . . (Submitted under NOA Nq 0ll48 '4;0 ). ; :• .. ... .. • • • .. • ... . ... • • • . . . . • . . . .. . . . • . . . . . • ... • • .. • . • • . ... • ... • . . .. . . ••. - . • . . • . • . • • . • .. .. . . . .. . . ... . . . ... . . Manuel P P.E. Product Control ' finer NOA No. 15-0818.03 Expiration Date: October 25, 2021 Approval Date: March 10, 2016 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 08/24/15 and revised on 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1105.10 issued to SAF-GLAS, LLC for their "SAF- GLAS Polycarbonate Glass Interlayer", dated 12/19/13, expiring on 12/16/17. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated February 23, 2016, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Asset purchase agreement dated 03/20/14, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris, Jr., President and C.F.O., AWP Windows and Doors, LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA No. 13-0326,08, dated 04/20/15, signed by Mr. Kevin Barrett, Chief Financial Officer, Trulite Window & Door Solutions, LLC. 4. Statement letter for Name Change Request dated 07/15/14, issued by AWP Windows and Doors, LLC, signed by Gerardo Beros, Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTL-8480 and FTL-8481, dated 01/20/16, both issued by Fenestration Testing Laboratory, Inc., and both signed and sealed by Idalmis Ortega, P.E. 6. Proposal No. 14-0774 issued by the Product Control Section, dated September 08, 2014, signed by Manuel Perez, P.E. 7. Laboratory compliance loners tor.Test Report No. FTL-3762, dated 06/19/03 and FTL-3758, dated 049'40/03; bptb i3soe4 Jy fpnestration Testing Laboratory, Inc., and both signed and sealed'by Joseph C. Matt, R1. ,/� (Submitted under NOA No. 06-1017.09) \`?r/ Manuel Pe , ►E. Product Control xami er NOA No. 15- .03 Expiration Date: October 25, 2021 Approval Date: March 10, 2016 • ••• • ••• • • • • • • •• • • • • • • • • • • • • • •• •• •• • • • •• • • • • • • ••• • • •• •• • • • • •• • • • ••• • ••• • • • * MM•• • • • • iY-4 . • • • • • • • • • • • • • • • • • • • • • • • • 110 • • • • • • • ••• • • • 000 • • AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 8. Laboratory compliance letters for Test Report No. FTL-2954, dated 10/10/01, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Luis Antonio Figueredo, P.E. (Revised marked -up drawing was submitted on 09/26/01). (Submitted under NOA No. 01-0814.07) 9. Laboratory revised marked -up drawings of Test Report No. FTL-2954, issued by Fenestration Testing Laboratory, Inc., dated 09/26/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0814.07) G. OTHERS 1. Notice of Acceptance No. 12-0118.25, issued to Trulite Window & Door Solutions, LLC for their Series "1400 Impact View" Outswing Aluminum Casement Window — L.M.I., approved on 03/15/12 and expiring on 10/25/16. •• ••• • • • • • •• • • • • • •• • .• • • ••• • • ••••.•• • •• ••. •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• 0 • • • • 0 • •• • • • ..• • .•• • •E. g•• • • •• • . • • • • • •. ... • • • • • • • • • . • • • • •• 0 • • • •• •• ••• • • •.• • • Manuel Perez, )P Product Control Exa NOA No. 15-081 Expiration Date: October 25, 2021 Approval Date: March 10, 2016 10 i LOCKING POINTS - SURFACE APPLIED SEE CHART FALSE MUNTINS SOW OPTIONAL CAM LOONS MULTI POINT LOCK (1) LATCH FOR WINDOW HEIGHT UPTO 36' (2) LATCHES FOR WINDOW HEIGHTS ABOVE 36' WOW. HEIGHT UPTO HtO. OF KEEPERS _ 26' 53- 76 2 3 4 SERIES -140Q IMPACTV EW ALUMINUM _CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2 AND 3. 6' MAX. HEAD/SII CORNERS eC 1 g 12 3/4' LUX HEAD/55L 1> C 5 ii BUTT HINGES OPTIONAL MOMS UPTO 38-3/T HIS. REQUIRE 2 HINGES ONLY APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS W BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PROOUCT HAS BEEN DESIGNED AND TESTED TO COMPLY riITH THE REQUIREMENTS OF THE 2014 (5T11 EDITION) FLORIOK BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (AMR). 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 DETNLS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED 114 DESIGN OF ANCHORS INTO 8000 ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND N0N-C3ITPRESSIDLE. MATERIALS INCLUDING BUT N01 UNITED TO STEEL/META- SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLOR¢TA BULGING CODE. 1 0 31 1/2' MAK D.L OPG. 36 3/6' IAX. VENT WIDTH 38 5/B' MAX WINDOW WIDTH 6' MAX. HFAO/SRL CORNERS 2 1/2' i1 7' 1 CLUSTER OF 4 OR.6 ANCHORS AT HEAD & SILL SEE CHART ON SHEET 2 FOR CAPACITIES 12 3/4' MNL HEAD/SLL 'i O 0 / 31 S/B' MAK D.L OPG. 36 1/2' MAX. VENT WIDTH / 1 / I / /1 / 1 / I 76' MAX. 1 BUTT HINGES OPRONN. WINDOWS UPTO I- 38-3/C HIS. REOUIRE HIDES ONLY L WINDOW WIDTH SINGLE VENT WOW DUAL VENT WOW PRODUCT REVISED as c Implying wHh the Florida Buildiexp THESE WINDOWS ARE RATED FOR URGE & SMALL MISSILE BRACT. INQA-No. ode 15-0018.03 SHUTTERS ARE 1401 REQUIRED. (ration Date 1 1 i 512021 oY U l /... [t 1111. •• MC C • • • ••• • •• Ze • •••• • •••• • • •• •• • • • • • • • • • • •• • LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT ak VAS 111II1AIT • • • 72. dromino no. W01-52 (.heel 1 of 7 • • • • • • • •• • • • • DI61CN IAA• CAPACITY - P8F POR ( 706 ) =BS 11601'01 LOAD CAPACITY - PS/ FOR ( X ) 10219 MASS TYPES CUSS TYPE 519005 8189. 711', 'C' 6'o• 10056 1681061 EXT.(+) INT.(-) O4.(+) lNT.(-) 19-1/8' 750 75.0 95.0 65.0 24-112- (0) 75.0 75.0 65.0 55.0 37 75.0 75.0 65.0 650 19-1/5' 36-3/6' 750 75.0 55.0 65.0 26-1/2'(4) 734 750 65.0 65. 37' 75.0 75.0 65.0 650 t9 -1/8-5.0-5/a'5.0 734 650 66.0 26-1/2' (0) 75.0 75.0 65.0 654 ST 75.0 650 654 15-t/6'754 65.0 65.0 28-1/2• (6) 750 75.0 65.0 3T 75.0 764 14-1/6• 550 74-1/4• 75.0 750. 26-1/2'(.7) 75.0 37' 75.0 12' 75.0 16' 75.0 24' 24' 75.0 750 750 15.0 750 75.0 70.7 44.9 75.0 75.0 750 65.0 65.0 66.0 650 654 660 630 630 95.0 65.0 65.0 65.0 054 05.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 CLUSTER oP 4 41(151086 AT 111!08? 100651014 CW6'I70t OF 9 INCURS AT WORT =AMR 1/8' NEAT STREN'D GLASS CLASS TYPIS GLASS TYPE CLASS TYPIS CLASS ?TPR 11106109 DINS. h'. 'C' 6 0 '5 'B', C A '0' 5' 610.(4) 1414,-)m1.04 INT.(-) 61Q.(4) 111T.(-) 10(4) 114.(-) .090' In4Moy-r SiIoo Clear And Color Goss By 'Ewlmon Chemleol Co.' 1/8' NEAT STREN'D CRASS 37' 38-3/6• 53-1/6' (4) 74- 75.0 75.0 65.0 65.0 75.0 750 65.0 664 754 75.0 75.0 754 37' 74-1/4• 51-1/8' (0) 74' 24' 36' 48' 60' 72' 76' 24• 30' 45' 60' 72' 24' 36' 49' 60' 72' 76' 76.0 75.0 75.0 75.0 754 07.0 50.6 75.0 75.0 65.0 65.0 65.0 65.0 65.0 650 65.0 66.0 65.0 a.0 66.0 65.0 650 SILICONE GE 2800 'GLASS TYPE 'B' 75.0 75.0 75.0 76.0 75.0 75.0 70.7 66.9 75.0 750 75.0 75.0 05.4 64.6 750 764 75.0 65.7 54.7 51.6 78.0 75.0 750 73.0 750 750 75.0 75.0 70.7 65.9 75.0 75.0 75.0 75.0 65,4 64.6 75.0 75.0 75.0 65.7 542 51.8 750 75.0 65.0 65.0 65.0 65.0 65.0 650 85.0 65.0 65.0 63.0 65.0 05.0 85.0 64.5 650 650 65.0 450 45.0 65.0 65.0 650 664 600 65.0 050 68.0 15.0 65.0 05.0 050 04.6 65.0 66.0 650 650 75.0 75.0 75.0 75.0 75.0 75A 754 75.0 760 669 73.0 73.0 75.0 750 70.7 66.9 750 75.0 754 750 60.9 75.0 750 750 75.0 70.7 659 75.0 750 66.0 650 65.0 95.0 65.0 65.0 650 65.0 65.0 65.0 650 65.0 850 0.50 650 65.0 60.0 950 654 654 650 860 654 55,0 05.0 65.0 650 654 550 65.0 66.0 650 65.0 6.0 65.0 1/8' HEAT EMEND GLASS .015' URETHANE ADHESIVE .070' IMerloyer SIZE-GLAS Polycarbonate By VF-GULS. LLC. .015' URETHANE 40655IVE -1/8' HEAT STREWS) GLASS SILICONE GE 2800 1/5' NEAT SIRENS! CLASS .120'.otubye‘ Melo. S BY .141ry401% IF.. • 178• n.6%R01•0 GLASS •• WIRE Pm • •• • • •• • • • • .••.. •• •• • • • TYPE. GLASS TYPE 'D' • •• • • • • •• • • 3/16• ANF. CLASS • • GLASS .120' Interioyer, Llr6160) S By 'Aline* USA. Inc: 3/16' 16411. GLASS 66.9 75A 75.0 740 74.0 24- 36' 46' 60• 72' 76' 43.2 43.2 - 750 75.0 05.0 65.5 750 760 65.0 660 54.5 048 944 64.5 518 51.6 - - 43.2 43.2 - - 408 460 () - No. OF ANCKORS PER DAIS ( ) - NO. OF ONCH0RS PER JAMO 75.0 750 75.0 754 66.3 66.3 57.1 57.1 54.6 5411 - SEJCONE GE 75.0 75.0 650 650 75.0 710 650 650 96.4 68.4 65.0 65.0 66.0 50.0 - - 484 450 - - 460 - 46.0 GLASS TYPE GLAZING OPTIONS NOTE: 2800 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASPM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 PRODUCT REVISED •• cdlr■ wrplCod• w1th the Florida (V II iij Brll EWA-5b. 15-0518.03 irat' Date10I 021 My 611 drawing no. WO1-52 Sheet 2 0T 7) • • •• • • • 58510 LOAD CAPACITY - P8/ 206 ()II ) 612® 1 /8' TEMP. GLASS f ,1 , �I MON ON LOAD CAPACITY - P!• 81712POI ( X) AT p603! PLOCATIOOP 4 N RS C15181111 OP 6 461210n AT IMPOST 1ACMON 1/4' AIR SPACE 119505 1118. CIA.46 0550 r MASS 7050 '0' =DOT 112116. GLASS TYPI r •O'.4. OLIO TIPS ' 01A55 WPC 0' 1/8' HEAT STREW() GLASS Z il i� ^S V {{� `7y u6^i 1Z. s„i a+ Z p V {{aa�� per' lT p a p A26-1/2' �rFgyy �N m 0 i2y H TEAM 21E6M DT.(+) 1NT.(-) EDT(+) INT(-) OSTN 850NT YM.(+) 1NY(-) E7T.(4) 1M{-) 0T.(+) 1M4-) Scr.(+) ort.(-) 090' Interlayer 19-1/5' 650 65.0 560 55.0 37' 65.0 85. 50.0 55.0 65.0 65.0 58.0 58.0 Sages ClearAndCaw' 26-1/2' n 65.0 65.0 58.0 58.0 33-1/6' 2) 55.0 550 58.0 580 65.0 65.0 560 58.0 By n Clu A' 1190 65.0 580 1160 74' 650 65.0 580 58.0 65.0 55.0 580 550 I/O' HEAT 51905(0 CLASS 19-1/6'�3n•65.0 65.0 56.0 58.0 37'II��•63.0 65.0 SBA 59.0 65.0 65.0 560 56.0 28-1/2" (4) 550 55.0 550 55.0 53-1/8' (4) 650 65.0 58.0 560 650 65.0 56.0 55.0 37' 65.0 65.0 560 560 74' 650 65.0 560 56.0 65.0 65.0 560 58.0 m ® 19-1/8' 060 65.0 560 550 37' 660 65.0 58.0 660 65.0 66.0 360 'bA 9 SILICONE RtON6 M9 50-5/9 �)650 63.0 580 SS74' 50 5/s•a 65.0 65.0 560 WA 65.0 85.0 580 YA �. � GE 2E00 3Y SSD 655 560 MA 560 74' 63.1 63.1 56,0 38,0 63.0 113.0 SB.O 360 .-46 19-1/r 55.0 650 550 560 37' 66A 65.0 560 50A 05.0 650 560 560�II4 'r 35-1/Y (6) 650 65.0 550 560 53-1/6' c6) 45.0 45.0 55.0 550 650 6S0 55.0 56-70- 60 �t.: I�FC�� 3Y 37' 85.0 53.0 56.0 360 74' 50.7 50.7 30.7 50.7 450 58.0 560 ��,Y-`�+c� 10-1/6' _ 74-1/4' 450 65.0 36,0 580 37' 850 55.0 560 560 655 _6.0 95.0 580 550 " 26-1/2' (7) �A 65.0 56.0 SB.0 53-1/8' 7h1/4' (7)43.0 59.5 39.9 560 560 65.0 6S0 55.0 55.0 pC6ASFI1 SPACER 30-3/4' 65.0 650 57.8 57.5 74' 43.0 43.0 43.0 55.0 65,0 570 57.6 BY '0086403' AWP' »1 Down AND pQQRSI OD 8130 N.W. 7ITH AVE. MEDLEY, FI. 33166 TEL (305) 887-2W FAX (305) 883-1309 15-1/5' 65.0 65.0 - - 37' 650 65.0 - - 550 65.0 58.0 550 GLASS TYPE 'F' 26-1/2' 76'76 (7) 65.0 55.0 - - 53-1/8' m 59.5 59.9 - - 550 55.0 55.0 MO 36-3/4' 65.4 61.4 - - 72-1/4' 430 43.6 - - 615 61.5 57.6 570 11/18' OVERALL 15 15.. IIAI. GLOSS 12' 65,0 55.0 58.0 55.0 24' 55.0 65.0 580 560 65.0 55.0 56.0 36.0 •' • • 15' 65.0 65.0 58.0 560 36' 55.0 65.0 55.0 560 650 53.0 560 560 • 9 • 34' 24' 650 650 58.0 560 46' 24' 55.0 65.0 950 58.0 65D 650 860 88.0 •• • •1 1/13' ANN./TEMP. GLASS 30' (3) 554 665 580 560 60' (3) 550 66.0 580 56.0 56.0 65.0 580 360 35' 65.0 680 560 860 72' 65.0 45.0 560 55.0 65.0 460 590 560 1/4' NR SPACE • 12- 55.0 sac 560 55.0 76' 550 85.0 660 56.0 65.0 ISA 58.0 58.0 16' 55.0 650 560 56.0 24' 65.0 60.0 58.0 55.0 05.0 610 56.0 560 1/8' AIl9, GLASS • • • • • i 24' 36' 53.0 65.0 58.0 5115 36' 65.0 65.0 56.0 55.0 65.0 610 55.0 66.0 060' InlarWyr • • • 30• (3) 450 650 560 50A 48' 30' 65.0 610 56.0 50.0 65.0 55.0 560 560 So1444 Clear And Color Gloss • • • • • 'E59tlr1a11 34' 650 65.0 58.0 564 50' (3) 65.0 45.0 560 550 550 65.0 58.0 56.0 BY Chemical Co.' 12' 65.0 45.0 560 56.0 72' 650 85.0 50.0 55.0 65.0 660 560 560 1/5' ANN. GLASS • • it 18' 65.0 65.0 560 55.0 76' 55.0 65.0 550 55.0 65.0 115.0 560 580 • • • • 1 24' 48' 55.0 65A 560 58.0 24' 65.0 55.0 560 58.0 65.0 65.0 580 660 ® 30' (4) 65.0 650 _ 58.0 56.5 36' 650 65.0 58.0 56.0 65.0 656 550 560 m • 1 • • 8 : 3 . 3 fi • u V gil el $ Al35' gN 5 ISO 36' BSA 63.0 360 560 46' 45' 650 65.0 SSA 65.0 bSA 66.0 560 560 0 •• 5• NE • WW-COMM 699 IY 45.0 65.0 55.0 660 50 (4) 1160 850 118.0 560 650 58.0 511.0 560 • • CE 2600 • • • 16' 115.0 660 9L0 05.0 7Y 68.0 65.0 560 Sd0 610 411.0 511.0 660 2{' 60' 650 660 360 665 76' 64,6 646 05.0 555 65,0 455 59.0 550 • • • • 1 30' (5) 65.0 550 560 065 24' 460 65.0 060 360 5.0 116.0 50A 560 1�+:: A I. 6 550 550 55.0 58.0 35' 65.0 55.0 58.0 560 55,0 •5.0 060 550 ���-'�` :If -‘41.44.1 12' 55.0 05.0 56.0 684 45' 60' 650 65.0 58.0 560 15.0 660 58.0 55.0 15' 55.0 650 580 665 50' (3) 550 115.0 690 550 560 2.0 56.0 560 DIIRASH'AL SPACER 24. 72' 660 53A 55.0 56D 72' 55,0 65.0 58.0 55.0 660 56.0 58.0 560 BY 'QIMNEX' 30' (6) 05.0 680 56.0 58.0 78' 51.8 51.5 510 51.5 65.0 560 55.0 56.0 GLASS TYPE •G' n 36' 550 65.0 58.5 58.0 24' 05.0 550 580 56.0 650 65.0 560 59.0 11/16. OVERALL 54516. LAIL GLASS NOTE: 34 • € 'p- 'y $ a -- - g « g( n 1I a ^ 0 i2' 55.0 650 58.0 560 38,.......44-4... _65.0 65.0 680 550 65.0 _ _650- .560 550 CAPAC(T)Es ON THIS SHEET ARE 14' 55.5 555 55.0 580 RrGoss i 40. 72', 955.5 565 560 560 765.0 65.0 55.0 55.0 BASED ON ASTM (1300-09 (3 SEC. GUSTS) 34' 74-i/O' 65A MO 560 56.0 EL.72' - o4) 44.7 54.7 54.7 54.7 665.0_ 45.0' 560 55.0 (S.M.1.) AND FLORIDA BUILDING COMMISSION D 0 4- - 30' (7) 65A 45-0 69,5 56.0 72' 45.6 45.6 45.8 • 456 65.0 45.0 38.0 311.0 EXTERIOR PLY OF GLASS TYPE 'G' DECLARATORY STATEMENT DCAO5-DEC-219 _ --a . _ i 1 - •4 a 1 b 1 36' 55.0 55.0 5150 560 24' 55.0 63.0 54.0 586 55.0 55.0 560 580 MUST BE TEMPERED TO QUALIFY FOR 42• 95.0 05.0 58.0 55.0 36' 550 55.0 560 580 H.0 63.0 560 56.0 SMALL MISSILE IMPACT RATING. `1 1 1 r 5r - 15' 155 .65.0 05.0 560. 49' 76' 64.8 64.6 56.0 555 450 664 580 58.0 24' 76' 604 65.0 560 560 40' (7) 510 51,6 51.6 MA 650 670 560 55.0 PRODUCT REVISED At.'."''.,.,' a• complyhig with 4h• !Florida 30' (7) • 650 650 560 550 70-1/9' 43.2 412 43.2 43.2 680 66A 34.7 34.7 Building • ' 35-7/8' 618 696 54.7 54.7 72-1/4' 43.2 43.2 - - 615 61.5 - - 640.0-N•. 15-0815.03 • �' ; * a () . N0. OF ANCHORS PER JAMB () • KO. OF MOORS PER JAMB E • ration Date 1 , 512021 FEB 2 4 2018 ,� druwi no. ; Mia • Dado Product n ' ' 101 , SMet 3 1--17 LOCATION OF ANCHOR CLUSTER AT IMPOST AT XX WINDOWS ONLY EDGE DIST. -L .• Po. TYPICAL ANCHORS SEE ELEV. FOR SPACING ABY W000 BUCK EDO .IST. x /7 X 1/2. F.H. SAM 2 PER NINE /7 XS FTHREIL CUTTINGSC MOE 2 TYPICAL ANCHORS SLE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING IiMIND-DADS C0011Y APPROVE0 11 IIMULUON & MULLION ANCHORS 11 ' i:SEE SEPAWE ROA � 1 DCE 11 EDGE GIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE E'LEV. FOR SPACING 1/4• DIA. ULTRACON BY 'ELCO' (Fw177 KSI, Fy.155 8S1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SII}./JAMBi) THRU 1BY BUCKS INTO CONC. OR MASONRY • • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) • • • 1-I/4" MIN. EM8E0 INTO CONC. OR MASONRY (n•• DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) • • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY tIA••MBS)•• • • • 1/4- DIA WKS OR SELF JRILUNG SCREWS (cRAi& & • g)• INTO METAL STRUCTURES • • • STEEL : 1/8" THK. MIN. (Fy o 36 KSI MIN.) • • • • ALUMINUM : l/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • 112 SI(S0R SELF DRIWNC SCREWS (GRADE 2 CilS) • N • INTO MIAMI-DADE COUNTY APPROVED MULUONSt(MIN.•THM = 1/81) (NO SHIM SPACE) • • • • a • • TYPICAL EDGE DI TANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 MIN. (UNLESS SPECIFIED OTHERWISE INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR ALMS SC - 0.55 IAN. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SIUCONE OR ACRYLIC SEALANT. PRODUCT REVISED as complying with the Florida eandlno Code N OA-na 15-0515.03 Expiration Dab 10 5/2021 S Y N1iam • ' act '12 1�S 4 drawing no. WO1-52 (sheet 4 of 7 l/4' saw MAX. WOOD BUCK OR RUCTUR i/2' x 7/r x VB. 2-3/4' LONG SNUBBER ANGLES AT 12' FROM HEAO/SILL .AND AT MIDIIEIGHT 110PEA x 3 4' SMS 2 1/4' MAX. SHIMS 1BY w000 BIJd(S EXTERIOR 0.L OPG. VENT WDTH WIDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPtGLL ANCHORS SEE ELEV. FOR SPACING SINGLE VENT WINDOWS MtII -DADS CO1A1J6 SEE SEPARATE NOA APPR.D MUIJIDN--\\ 1/4' MAX. IBY W000 RUCKS METAL_ STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACNG TYPICAL ANCHORS SEE E1.EV. FOR SPACING DUAL VENT WINDOWS MICA ANCHORS -SEE ELEV. FOR SPACNG PRODUCT REVISED •s complying with the Florida Building Cod. NOA-No. 15-0818.03 Expirdt•n Bate 10 021 BY .//,,, **am FEB 2 4 2016 • • • •• • • •••• • • •••• • . •• •• • • • • • • • • • • •• • • •4 •• • • • •• .• • • •• Z F � b N A g • •• • • • • �a_lR • O 1 8 4 • • 8 drawing no. WO1-52 sMet 5 Of 7 • --2.964— END CAPS 84 PLASTIC ST. STEEL P //10 5 /2' FHG 1 1HRFA0 00TTINSCREWS 17114 PAIR f QUANTITY DESCRIPTION UAT9IUL W6RI./60PII101/RB .A0L4 1 YE -1401 4 TRAE 608.3-16 - 2 YE -1402 4 VENT 6083-15 - 3 1E-1404 1 CENTER POST 5063-T5 - 4 TE -1403 -A5 REM CLUNG BEAD (0414. GLASS) 6063-15 - 4A YE -1409 .A5 REM. ALT, GLA2JN0 BEAD (IAM. 01165) 6083-15 - 49 YE -45 AS RE00. ALT. 01A21N0 BEAD QHSUL LAA CLASS) FRAME AND VENN ASSEMBLY SCREWS 6063-15 - - _ 5 /8 X 1' AS REM. - 6 711-14098 A5 RE00. SAD 0,IATHEFd?RIPPINO VNYL 5ULINAN & SW.NIN 7 YH-020 A5 REM. LEAF NFATHERSNf'PNO 516471 51RLNAN • MALTA* 8 31858/31862 2/ VENT 2 BAR HINGE. AT TOP AND 60TT014 STEEL 1RV16 8A 111-650 3/ VENN BUTT HWOES (ALT. TO TAI HINGES) - ATTACHED 1/ (6) 110 X 1/2' FN SCREWS 9 YH-1420 SEE ELEV. FACE MOUNT LOCK TAW 1RUTH, AT 13-1/2' FROM BOT. it 17-1/2' FROM TOP 10 YH-1410 1/ LOOT 1/ VENT LOCK KEEPER. AT FRANC AY18 FACNO LOCK STEEL TALE, AT 13-1/2' FROM NOT. A, 17-1/2' FROM TOP 11 YH-1453 ROTO OPERATOR 2AMAK/STL.. 180114. AT 12' FRgI ENOS 12 Y14-1411 1/ CORNER FRNIE CORNER KEY - YALE (7/6' X Y X 1/8' X 2' LONG) 13 111-1406 1/ CORNER VENT COMER KEY - DECO 14 111-1460 1/ CORNER FRAME CORNER KEY N.ULMUN 2-1/4' X 2-1/4` X 1-6/32' X 1/16' 15 111-1622 AS REM. OLA21410 GASKET (NSLIL LNI. CLASS) VINYL OUROIENER 70*5 SNORE A 18 Y11-822 AS 8E00. GLAZING GASKET (IAA GLASS) VINYL OURCML158 7095 SHORE A 17 - AS RECO. SETTING BLOCKS ERIN DIAMETER 8085 SOME A • • • • • •• • •• • 1 •••• •• • • • •••• • • • •• •• • •• • • • • • • • • • •• • • . • • • •• • • • PRODUCT REVISED as 0010W6in9 with th• Florida Building Cods NCA -No. 15-0310.03 E •ration Oats 10 — 021 543 --4.545 .045 .755 .617 .290 .762 .600 .874 .280 GLAZING BEADS (LAN. GLASS) FEB 2 24118 46 GLAZING BEAD (INSUL LAM. GLASS) drawing no. WO1-52 •••• • • 3••• • • • • • FRAME CORNER • • • •• •• • • • • Ft gt zog vofIg gag tblq s.1 • 1• 4 cae • • f2.410 M • pp�� 0.3 w • Fil *� m r"' • •••• • • •••• • • • • •• •• • • • • s • • • • • • • PRODUCT REVISED as complying with the Florid• Building Cods NOA-NO. 16-0818.03 Er< sl • •• •• • • •.. 8 • t IMPOST COPING VENT CORNER sy Mid • h FEB 21 1016 drawing no. WO1-52 ehee f • DEPARTMENT OF REGULATORY AND EC BOARD AND CODE ADMINISTRATION DIV NOTICE OF ACCEPTANCE AWEWiiidows and Doors; LLC, 8130 NW 74'e Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). MIAMI--DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluniiffum Tube Mullion - L.M:i. APPROVAL DOCUMENT: Drawing No. M95 -06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, dated 11/20/95, with revision G dated 08/28/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA. number preceded by. the words Miami -Dade • County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspegtjoq pY tllejob site at the inquest of the Building Official. This NOA revises and renews NOA No: 11-1213. ..alid:condsta of this page 1 and evidence pages E-1 and E-2, as well as approval document mentionec�al�or+e. :. • • • • The submitted docutnentation was reviewed by' Manuel Perez, P.E. • MIAMI•DADE COUNTY APPROVED ... . ... • •• • . •. . • . . • . • • •.•. ••..•. Expiration Date: December 24, 2021 2//q1lApproval Date: February 25, 2016 • . ... Page 1 • . • ..• . . • • . • . . . . . • • • ..• .. • . . •• •. ..• . . .• ••. .• . • . • . . • • . . • . • . • .. NOA No. 15-0818.06 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 11-1213.07, 02-0227.01 and.95-0515.09) 2. Drawing No. M95 -06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, dated 11/20/95, with revision G, dated 08/28/15, prepared by Al-Farooq Corporation,. signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 2 mulled fixed frame windows, 0-0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-1213.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 3 mulled fixed frame windows, 0-0/0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.01) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1297, dated 09/21/95, signed and sealed by Yamil Gerardo Kuii, P.E. (Submitted under NOA No. 95-0515.09) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 5'h Edition (2014), prepared by Al-Farooq Corporation, dated 10/08/15, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS - 1. None. • •• • • . • .. ... .. • . . •. • ... ... . • Manuel ' ., P.E. •• ••• ••• •• • •• •• Product Contr I Ex iner ••. • • • •• NOA No. -1818.06 Expiration Date: December 24, 2021 Approval Date: February 25, 2016 .. . . . •.• • • . FW -1• ... • • • • . . . . • • . ... • . . . . . . • . • . . • • • • • • • . • . • • 000 • • AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated October 2, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Asset purchase agreement dated 03/20/14, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris, Jr., President and C.F.O., AWP Windows and Doors, LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA No. 11-1213.07, dated 04/20/15, signed by Mr. Kevin Barrett, Chief Financial Officer, AWP Windows and Doors, LLC. 4. Statement letter for Name Change Request dated 04/20/15, issued by AWP Windows and Doors, LLC, signed by Gerardo Beros, Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTL-6600, dated 08/30/11, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-1213.07) 6. Laboratory compliance letters for Test Report No. FTL-3284, dated 02/01/02, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.01) 7. Laboratory compliance letters for Test Report No. FTL-1297, dated 09/21/95, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under NOA No. 95-0515.09) G. OTHERS 1. Notice of Acceptance No. 11-1213.07, issued to Trulite Window & Door Solutions, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 02/02/12 and expiring on 12/24/16. • • .. •.• . . . . • •• • • • • • •• •.. •• • • . .. a • 1•S • ••• • •� ManuelP P.E. • . •• Product Control xa iner • . • • . • • • •• • '5 0818.06 . .• • . . • ▪ • • . • • • • ▪ • "' 'Expiration Date: December 24, 2021 Approval Date: February 25, 2016 .•. •E0-2 • ••• • • • . . • • • . . • • • . •.. . . • • • . • • • • . • • • •. •• . • . •• •• •.• • • • •.. • • 4.000 11111""'11 TYPICAL WINDOW FRAME 6.000 2.000-1 TYPICAL GLAZING PRODUCT ALL TUBE MULLIONS TO BF ALLOY 6063—T6. 41100— MULLIONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED ANO 7E57E0 TO COMPLY WRH THE REQUIREMENTS OF THE FLORIDA BUILDING COOS INCLUDING HIGH VELOCITY HURRICANE ZONE (HVN7). ALL GLAZING PRODUCTS U5E0 WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS 1.E: 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 8E AS USTE0. SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 1040 DURATION INCREASE IS USED IN DESIGN OF ANCHORS 1110 W000 ONLY. MATERIALS INCLUDING BUT NOT UMTEO TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH ODER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. MANUFACTURER'S LABEL SHALL DE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. 1.000 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ANO CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. INSTRUCTIONS. USE CHARTS 11140 GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE REQUIREMENTS. STEP 5 USE CONNECTION TO MULLION A5 PER PRODUCT APPROVAL. STEP .750 2.250 1 j.129 _t f� 1.719 4.000 MULLION CLIP (YE -65) (6063-16) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE' MULLIONS. .125 y .728 r MULLION CLIP (6063-70) CUP LENGTHS MUST 8E CUT TO FIT SNUG INTO TUBE MULLIONS. (NO SCE FASTENERS REGD.) ---1.718--1 4.000 2.250 MULLION CLIP (6063-15) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FII SNUG INTO TUBE MULUONS. .125 ••• ••• ••• ••_• • • • 1.613 V Z 01. •• • §• • i •••• • • • DP ••'-• • • Pao Z' ••••• ••I4 Qam •I••• an H IM S 3 iL S • cL• ji6ii • • J p J 31 719 ET 03 •• 3 • • MULLION CUP Mot —T5) CLIP LENGTHS MUST S !1.1! fif SNUG INTO TUBE UULLIONS.• • • (NO SIDE FASTENERS 8000.) • • PRODUCT REVISED D ��m LOAD ro 0=0000 with Building Dodo Aaaptnnco No ti Dow USING CHARTS ON SHEET 2 SELECT MUILION SIZE WITH 4 DESIGN RATING MORE. THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR •' 5 STEP 5 ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN RAT04G MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 2.006 • •• • • • •• • _.125 �z.o6o--I ANGLE CLIP (6063-11) • •• • • drawing no. tM95-06A heel 1 06 • DESIGN LOAD CAPACITY - PSF (TUBE MULLION'S) WINDOW DIMS. 1 X 2 STD. 1 X 3 STD. 1 X 4 STD. 2 X 4 STD. 2 X 8 STD. W1OTH (W) MULL SPAN 19-1/8- 140.0 140.0 140.0 140.0 140.0 26-1/2" ~ 136.2 - 140.0_ _ -140.0 140.0 140.0 140.0 30' 120.3 32.8 140.0 140.0 - 140.0 .3/" 97.8 140.0 140.0 140.0 140.0 42' 85.9 140.0 140.0 140.0 140.0 48" 38-3/8" 75.2 140.0 140.0 140.0 140.0 53-1/8" 67.9 139.8 140.0 140.0 140.0 60" 60.2 123.8 140.0 140.0 140.0 66' 54.7 112,5 140.0 140.0 140.0 72" 50.1 103.2 140.0 140.0 140.0 74' 48.8 100.4 140.0 140.0 140.0 19-1/8" 82.2 140.0 140.0 140.0 140.0 26-1/2" 59.3 140.0 140.0 140.0 140.0 30" 52.4 140.0 140.0 140.0 140.0 37" 42.5 115.3 140.0 140.0 140.0 42" 37.4 101.8 140.0 140.0 140.0 =48=";00_5781i 96" 32.8 a68.9j 140.0 140.0 140.0 53-1/8" 29.6 80.3 129.3 140.0 140.0 60" 26.2 71.1 114.5 140.0 140.0 66` 23.8 64.7 104.1 140.0 140.0 72" 21.8 59.3 95.4 139.3 140.0 74" 21.2 57.7 92.8 135.8 140.0 19-1/8' 42.7 122.1 1404 140.0 140.0 28-1/2" 30.8 88.1 140.0 140.0 140.0 30" 27.2 77.8 140.0 140.0 140.0 37" 22.0 63.1 119.6 140.0 140.0 42" - 55.6 105.8 1404 140.0 48' 63" - 48.6 92.4 1.350 140.0 53-1/8" - - 4.3.9 83.5 121.9 140.0 60' - 38.9 73.9 108.0 140.0 66" - 35.4 87.2 98.2 140.0 72" - 32.4 61.8 90.0 140.0 74' - 31.5 80.0 87.5 140.0 19-1/6" 26.1 74.6 140.0 140.0 140.0 28-1/2" - 53.8 115.4 140.0 140.0 30" - 47.5 101.9 140.0 140.0 37" - 38.5 82.6 120.7 140.0 42" - 33.9 72.8 106.4 140.0 48" 74-1/4" - 29.7 63.7 93.1 140.0 53-I/8" - 26.8 57.6 84.1 140.0 60" - 23.8 51.0 74.4 140.0 66' - 21.6 46.3 87.7 131.0 72" - - 42.5 62.0 120.1 74" - - 41.3 60.4 116.9 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 2 STD. I X S STD. 1 X 4 STD. 2 X 4 STD. 2 X 8 STD. WIDTH (W) MULL SPAN 19-1/8" - 51,5 110.4 140.0 140.0 26-1/2" - 37.2 79.7 118.4 140.0_ 30" _-_ - 32.8 70.4 102.8 140,0- 37" - 28.8 57.1 83.4 140.0 42" - 23.4 50.3 73.5 140.0 48" 84" - 20.5 44.0 64.3 140.0 53-1/8' - - 39.7 58.1 127.2 60' - - 35.2 51.4 112.6 66" - - 32.0 46.7 102.4 72" - - 29.3 42.8 93.8 74" - - 28.5 41.7 91.3 19-1/8" - 34.5 74.0 108.1 140.0 28-1/2" - 24.9 53.4 78.0 140.0 30" - 22.0 47.2 68.9 140.0 37" - - 38.2 55.9 139.8 42" - - 33.7 49.2 123.2 48" 96" - - 29.5 43.1 107,8 53 -1/8" - - 26.6 38.9 97.4 80" - -_ 23.6 34.4 86.2 86" - _ - 21.4 31.3 78.4 72" - - - 28.7 71.8 74" - - - 27.9 69.9 19-1/8' - 24.2 51.9 75.9 140.0 28-1/2" - - 37.5 54.8 140.0 30" - - 33.1 48.4 134.5 37" - - 26.9 39.2 109.1 42" - - 23.7 34.6 96.1 48" 108" - - 20.7 30.2 84.1 53-1/8" - - - 27.3 76.0 60" - - - 24.2 67,3 86" - - - 22.0 81.2 72' - - - 20.2 56.1 74" - - - - 54.5 19-1/8" - - 37.9 55.3 140.0 26-1/2" - - 27.3 39.9 111.0 30' - - 24.1 35.3 98.1 37" - - - 28.6 79.5 42" - - - 25.2 70.1 48" 120' - - - 22.0 61.3 53-1/8" - - - - 55.4 60" - - - - 49.0 66" - - - - 44.6 72" - - - - 40.9 74' - - - - 39.8 NOTE' MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSN (TUBE MUWONS) WINDOW DIMS. 1 X 2 STD. 1X3 STD. 1X4 STD. 294 no. 2X8 STD. H1DTH (W) MULL SPAN 19-1/8" - - 28.5 41.6 1156 28-1/2" - - 20.5 30.0 83.4 30" - - - 26.5 73.7 - 37' �_....�-...-21.5.. - - . - 59.8 42" - - - - 52.8 48" 132" - - - - 46.1 53-1/8" - - - - 41.6 60" - - - - 36.8 66" - -- - 33.5 72' - - - - 30.7 74" - - - - 19.9 19-1/8' - 21.9 32.0 89.0 26-1/2" - - - 23.1 64.3 30' - - - 20.4 56.8 37" - - - - 46.0 42" - - - - 40.5 48' 144" -- - - 35.5 53-1/8" - - - - 32.1 60' - - - - 28.4 66' - - - - 25.5 72" - - - - 23.7 74" - - - - 23.0 1 X 2 STD. TUBX 1 X 2 STD. TUBE 1 X 4 STD. TUBE ix N"4 9x IN" 3 I] x W'4 Sx m-3 Ix 1N" �4`(8x .332 _332 2. 37 j 1.019 PIIODUCT KEVI%IU) m complying with die Honda ' De9din8 Code 0 9 1 8. 0 6 Acceplxlxe ND . . 2021 Px I' m • ' Daw ' i. M,, •i •r046v1 Co6Ir6 W1 W2 _ARCHES TO 8E IN5CR19E0 18510E RECTANGUAR SHAPE §IN HORIZONTAL MUWON GLAZING PRODUCT GLAZING PRODUCT • • ••4 • 1U '..4 472 •i•••• • MULL ON• Y'1•.• • - 8 4 O •g • • • • A TYPICAL MULLi »l.RANGEMENTS 4 w G �+ •" • m ZZ ••� + W2 •• O Q a,T• • mum (W}••••- 2 • •4 of�••• n • ••••-.. -• • 4 $ �.i••• • Z •• /• 1.4 X Cz7 :81••••• ••• 4 D_ r+,W v • • • • • <60 �.�••.• ••4?1i 2 X 4 STD. TUBE S%IN"� 1.488 2.976 En41 JAVA) MBMAD CML FLA PE A 70592 049. 015 • • •• • 1•• 1 • • • • 8 • • • 1.4 2 X 6 STD. TUBE 14 6(4 8.276 8x 11(3 2.758 • 2t io 6 B P. • 8 0 O s u Browing no. M95 -06A (sheet 2 of 6 • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - NIP DESIGN LOAD CAPACITY - PSP -- •-- WINDOW 131MS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE 1HND0N DIMS. ANCHORS TYPE. 61019 (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 D4 W10114 (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 94 WIDTH (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 114 AL-FAROOQ CORPORATION ENGINEERS at PROOUCT DEVELOPMEYT 1236 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (306) X100 FAX (305)2W-6976 0o. 19 1/8' 140.0 140.0 97.3 140.0 140.0 140.0 140.0 140.0 19 1/8" 72.4 140.0 44.5 88.9 114,0 140,0 140.0 140.0 19 1/8" 46.1 92.2 28.3 56.6 72.6 140.0 89.2 140.0 26 1/2" 114.4 140.0 70.2 140.0 140.0 140.0 140.0 140.0_ 26 1/2" 52.3 704.5 32.1 64.2 62.3 140.0 101.2 140.0_ 28 1/7" 33.3 66.5_ 20.4 40.8 52.4 104.7 64.4 128.8 30" 101.1 140.0 62.0 124.1 140.0 140.0 140.0 140.0 30" 46.2 92.3 28.3 56.7 72.7 140.0 89.4 140.0 30" 29.4 58.8 - 36.1 "46.3 92.5 56.9 113.7 37" 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 37" 37.4 74.9 23.0 46.0 58.9 117.9 72.5 140.0 37" 23.8 47.6 - 29.2 .37.5 75.0 46.1 92.2 42" 72.2 140.0 44.3 88.6 113.6 140.0 139.7 140.0 42' 33.0 85.0 20.2 40.5 51.9 103.8 63.8 127.7 42" 21.0 42,0 - 25.8 33.0 66.1 40.6 81.2 48" 38 3/8" 63.2 125.3 38.8 77.6 99.4 140.0 122.3 140.0 48" 94" 28.9 57.7 - 35.4 45.4 90.9 55.9 111.7 48' 132" - 36.7 - 22.5 26.9 57.8 35.5 71,1 54" 57.1 114.1 35.0 70.1 89.8 140.0 110.5 140.0 54' 26.1 52.1 - 32.0 41.0 82.1 50.5 100.9 54" - 33.2 - 20.4 26.1 52.2 .32.1 64.2 60" 50.5 101.1 31.0 62.0 79.6 140.0 97.8 140.0 60" 23.1 46.2 - 28.3 36.3 72.7 44.7 69.4 60" - 29.4 - - 23.1 46.3 28.4 56.9 66" 45.9 91.9 28.2 56.4 72.3 140.0 88.9 140.0 86" 21.0 42.0 - 25.8 33.0 68.1 40.6 61.2 88' - 26.7 - - 21.0 42.0 25.9 51.7 72' 42.1 84.2 25.9 51.7 88.3 132.6 81.5 140.0 72" - 38.5 - 23.6 30.3 60.6 37.2 74.5 72' - 24.5 - - - 38.5 23.7 47.4 74" 41.0 81.9 25.2 50.3 84.5 129.0 79.3 140.0 74' - 37.4 - 23.0 29.5 58.9 38.2 72.5 74' - 23.8 - - - 37.5 23.1 46.1 19 1/8" 120.2 140.0 73.8 140.0 140.0 140.0 140.0 140.0 19 1/8" 63.4 126.7 38.9 77.8 99.8 140.0 122.7 140.0 19 1/8' 42.2 84.5 25.9 51.9 66.5 133.0 61.8 140.0 26 1/2" 86.7 140.0 53.2 106.5 135.5 140.0 140.0 140.0 26 1/2" 45.7 91.5 28.1 56.2 72.0 140.0 88.5 140.0 26 1/2" 30.5 61.0 - 37.4 48.0 96.0 59.0 118.0 30" 76.6 140.0 47.0 94.1 120.6 140.0 140.0 140.0 30" 40.4 80.8 24.8 49.5 83.5 127.2 78.2 140.0 30" 26.9 53.9 - 33.1 42,4 84.8 52.1 104.3 37" 62.1 124.2 38.1 76.3 97.8 140.0 120.2 140.0 37" 32.6 65.5 20.1 40.2 51.6 103.1 63.4 126.8 37" 21.8 43.7 - 26.8 34.4 65.8 42.3 84.5 42' 54.7 109.4 33.6 67.2 66.1 140.0 105.9 140.0 42" 28.9 57.7 - 35.4 45.4 90.9 55.9 111.7 42" - 38.5 - 23.6 30.3 80.6 37.2 74.5 • ALUR4uJUA,JOBE ttUjj,104• AWP WINDOWS AND DOORS. LLC 8130 N.W. 74TH AVE. MEDLEY, FL. 3.3166 �! :'EL (30) 117-1646. 4FA7:(305) 133-1309 i:. 48" 50 5/8" 47.9 95.8 29.4 58.8 75.4 140.0 92.7 140.0 48' 96" 25.3 50.5 31.0 39.8 79.5 48.9 97.8 48" 144' - 3.3.7 - 20.7 26.5 53.0 32.6 65.2 54' 43.3 86.5 26.6 53.1 68.1 136.2 83.7 140.0 54' 22.8 45.6 - 28.0 35.9 71.6 44.2 88.3 54' - 30.4 - - 23.9 47.9 29.4 588 • 60' 38.3 76.6 23.5 47.0 60.3 120.6 74.1 140.0 60" 20.2 40.4 - 24.8 31.8 63.6 39.1 78.2 60" - 26.9 - - 212 42.4 26.1 S22_, 68" 34.8 69.6 21.4 42,8 54.8 109,6 67.4 *34.8 66" - 36.7 - 22.5 28.9 57,8 35.5 71.1 68' - 245 - - -• 36.5 8 23.7 47.4 72" 31.9 8.3.8 - 39.2 50.3 100.5 61.5 123.6 72" - 33.7 - 20.7 26.5 53.0 32.6 65.2 72" - 22.4 - - - •35.3 • 21.7 r31• 74' 31.1 62.1 - 38.1 48.9 97.8 60.1 120.2 74' - 32.8 - 20.1 25.6 51.8 31.7 63.4 74" - 21.8 - - -• • 0311.1 p 21.1 42.3 19 1/8" 96.6 140.0 59.3 118.6 140.0 140.0 140.0 140.0 19 1/8" 56.3 112.7 34.6 69.2 88.7 140.0 109.0 140.0 • 26 1/2" 69.7 139.4 42.8 65.6 109.7 140.0 134.9 140.0 26 1/2" 40.7 81.3 25.0 49.9 64.0 128.0 78.7 140.0 30" 61.8 123.1 37.8 75.6 96.9 140.0 119.2 *40.0 30" 35.9 71.8 22.0 44.1 56.5 113,1 69.5 139.0 • 6 • • • • • • • • 37" 49.9 99.8 30.6 61.3 78.6 140.0 96.6 140.0 37" 29.1 58.2 - 35.7 45.8 91.7 58.4 112.7 • • • • • 42" 44.0 87.9 27.0 54.0 69.2 138.4 85.1 140.0 42" 25.7 51.3 - 31.5 40.4 80.8 49.7 99.3 ANCHORS ARCHES TO QE� ISEQ • • 48' 83" 38.5 77.0 23.6 47.2 60.6 121.1 74,5 140.0 48" 108" 22.4 44.9 - 27.6 35,3 70,7 43.4 86.9 SEE SHEETS 4 1HRU 6 POR OEWlS Al AV61 MStOE RECr 1•Npq�•• •• 54' 34.8 69.5 21.3 42.7 54.7 109.5 67.3 134.6 54" 20.3 40,5 - 24.9 31.9 63.8 39.3 78.5 SEE CHART FOR CAPACTY • • mg,... • • 80" 309 61.6 - 37.5 485 96.9 59.6 119.2 60" - 35.9 - 22.0 28.3 56.5 34.8 69.5• • • • • 66' 28.0 56.0 - 34.4 44.1 88.1 54.2 108.3 66' - 32.6 - 20.0 25,7 51.4 31.6 63.7 C'v'v''��yaay''G Ir•-',..• �PR �` ., 72" 25.7 51.3 - 31.5 40.4 80.8 49.7 99.3 72" - 299 - - 23.6 47.1 29.0 57,9 VERTICAL "-MULLION OOf cI 377 • ,` • • - • _ _ _ 74' 25.0 49.9 - 30.6 39.3 78.6 48.3 98.6 74' ', --', 7 • / L i -----•--" • �• 'itG O C lu yYt k' b, • R R p 19 1/8" 81.9 140.0 50.3 100.6 129.0 140.0 140,0 140.0 19 1/8" - 50.7 29.1 101.4 - 31.1 - 62.2 22.9 798 45.8 140.0 28.2 98.1 56.4 140.0 GLAZING GRADING = a in 1 •• • 1. \ANCHOR• • • 26 1/2" 59.1 118.3 36.3 72.6 93.1 140.0 114.5 140.0 26 1/2" 36.6 73.2 22.5 44.9 57.6 115.2 70.6 140.0 PRODUCT PRODUCT Y VAR. /1 • � • • 30' 52.2 104,5 32.1 64.1 82.2 140.0 101.1 140.0 30" 32.3 64.8 - 39.7 50.9 101.6 62.8 125.1 37" 424 84.7 26.0 52.0 88.7 133.3 82.0 140.0 37" 26.2 52.4 - 32.2 41.3 825 50,7 101.4y 61.62140 PRODUCT CLAMc PRODUCT 42" 37.3 74,6 22.9 45.8 58.7 117.5 72.2 140.0 42" 23.1 46.2 - 28.3 .36,3 72.7 44.7 89.4 �_�_ 1.--......_.__,_.-.._ 48" 74 1/4' 32.6 65.3 20.0 40.1 51.4 102.8 63.2 126.4 48" 120" 20.2 40.4 - 24.8 31.8 63.6 39.7 78.2 54" 29.5 59.0 - 36.2 46.4 92.9 57.1 114.2 54" - 36.5 - 22.4 28.7 57.5 35.3 70.7 MULLION SPAN 60" 26.1 52.2 - 32.1 41.1 82.2 50.6 101.1 60' W1 WZ a>< 66" 23.7 47.5 - 29.1 37.4 74.8 46,0 91.9 66' - - 32.3 29.4 - - - - 25.4 23.1 50.9 46.3 31.3 28.4 62.6 56.9 P o n S 'o R o 71, 8 - ' 72' 21.8 43.5 - 26.7 34.3 685 42.1 84.3 72" - 26.9 - - 21.2 42.4 26.1 52.1 TYPICAL MUWON ARRANGEMENTS 74' 21.2 42.4 - 28.0 33.3 66.7 41.0 82,0 74" - 26.2 - - 20.8 41.3 25.4 50.7 WI + W2 WIDTH c u e W r 0 . I1 (W) - 2 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. PRODUCT REVISED o6 w11m1Y71y{wilh dw Plolida FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. Ua9d1n647od0 & A` 8 6 6 BETWEEN OR a Enq: JAVAO FLA. PE CAN.'` AMMO 70592 38 � ?(11� droving n0.� M95-06A (INTERPOLATION WIDTHS SPANS ALLOWED) ANCHORS JJJ n ii: LU�� I I BY/iLu- = 6 ( ) ahe6t 3_ ot- g ) ••• • 1• ••6 • •• • • • •• ••• • ••• • 1" MIN. EDGE DST. 1/4" DIA. TAPCONS BY Wm' 1-1/2" MIN. WOOD PENETRATION 2 PER CLIP (1 ON EACH VA A 04111744 I1- . 1/4" DIA. TAPCONS 8Y 11W' 1-1/2' MIN. 8000 PENETRATION 1 PER ANLL, a 1101. 28Y WOOD BUCK OR W000 STRUCTURE 2-1/4" MIN. EDGE DIST. FLOATING CUP 1/4" DIA. TAPCONS BY •11W' 1-1/4" MIN. EMBED INTO CONCRETE OR BLOCK 2 PER CLIP (1 ON EACH WING) walumi mumiummi 10Y 8000 BUCK FLOATING CUP ANCHORS TYPE 'A2' f.� /14 SMS 2 PER ANGLE 1-3/4" 0.C. MIN. J. _ W 2 X 2 X 1/8" ALUM ANGLE 1/4" DIA. TAPCONS BY '118' 1-1/4" MIN. EMBED_. INTO CONCRETE OR BLOCK 1 PER ANG •�Il •MS' /14 SMS 2 PER ANGLE 1-3/4" 0.C. MIN. 2 X 2 X 1/8" ALUM ANGLE 1/4" DIA. TAPCONS BY 'I1W 1-1/2" MIN. W000 PENETRATION 4 PER CUP (2 ON EACH WING) I" MIN. 1" MIN. EDGE DIST. minim 1/4" 0U. TAPCONS BY Int 1-1/2" MIN, 8000 PENETRATION 2 PER ANGLE 2BY WOOD BUCK OR B STRUCTURE 1 FLOATING CUP 2-1/4" MIN. EDGE DIST. 1• 1/4" DIA. TAPCONS BY '418 1-1/2" MIN. EMBED INTO CONCRETE 011 BLOCK 4 PER CUP (2 ON EACH WING) ■hT!+111 R /14 SMS 2 PER ANGLE 1-3/4" 0.C. MIN. FOR 3" TUBE 2-3/4" 0.C. MIN. FOR ALL OTHER TUBES 1/4" DIA. TAPCONS BY 'I111g 1-1/2" MIN. EMBED INTO CONCRETE OR OLOCK 2 PER ANGLE 1BY WOOD BUCK FLOATING CUP 2 X 2 X 1/8" ALUM ANGLE 8 U • I 0 �+ • D • • • CI • . ••• O j0 Q •• 1W_ TIM• 1 •11 •U 1 • /14 SUS 2 PER ANGLE 1-3/4" 0.C. MIN. ma 3" TUBE 2-3/4" O.C. MIN. FOR AU. OTHER TURES ANCHORS TYPE 'A4' PRODUCT REVISED es complying wish the Honda Building Code - 41 0 1 0 A C Acccplana No Expiation Data .d.41d AP UB fly Numl ALL CUPS TO FIT SNUG INTO TE M TAPCONS MAY BE HEX OR FLAT HEAD. Pr. CI 04141 Env:EnJAVAD AHMAO FU. PN 703.92 CAN] 53838 •r 08415 •I • • •• •• • 24K 2 X 1/i1 ALUM ANG1E • • • • • • • • • 1 • • • • •• • �•,•.•• M 0 . ••••• si• • z n 0 •-• • • 170 CO W ji • • •t• 4t 8 .40« '• O C ` O s t' 8 8 R drowing no. M95 -06A 6j •• • • • 1/4" DIA. TAPCONS BY 1-1/4" MIN. EMBED INTO MASONRY BLOCKS 7 PER CUP (1 ON EACH WING 2-1/4" MIN. EDGE GIST. / / 7 1/4" DIA. TAPCONS BY 1-1/4" MIN. EMBED 8410 MASONRY BLOCKS 1 PER ANC ni A 2-1/4" MIN. EDGE DtT. 1/4" DIA, TAPCONS BY 'ITN' 1-1/4' MIN. EMBED INTO MASONRY BLOCKS 4 PER CLIP (2 ON EACH WING 1/4" 01A TAPCONS BY YAW' 1-1/4" MIN. EMBED INTO MASONRY BLOCKS 2 PER ANLL • A i TLOA11140 CUP ANCHORS TYPE 'M2' 14 SMS 2 PER ANGLE 1-3/4" 0.C. MIN, 7 X 2 X 1/8" ALUM ANGLE 1__ J 1/4" DIA. TAPCONS BY 'TTN' 1-•3/4' MIN. EM8E0 INTO CONCRETE 2 PER CLIP (1 ON EACH W1140 1/4" DR. TAPCONS BY 'ITN I-1/4' MIN. EMBED INTO CONCRETE 1 PER ANG FLOATING CUP 1 I ANCHORS TYPE 'AAA2' 114 SMS 2 PER ANGLE 1-3/4" O.C. MIN. 2-1/4" MIN. OGE DIST. FLOATING CLIP 014 SMS 2 PER ANGLE 1-3/4' O.C. MIN. FOR 3' TUE 2-3/4' 0.C. MIN. FOR ALL OTHER TUBES /ANCHORS TYPE 'M4' 3' 1/4" OLA. TAPCONS BY 'IT1W 1-3/4" MIN. EMBED INTO CONCRETE 4 PER CUP (2 ON EACH WING 2 X 2 X 1/8" ALUM ANGLE • • • • • •• ' .. •• • ..•••• • ••.••• 1/4" DIA. TAPCONS 8Y '115 • • • • 1-1/4' MIN. EMBED 114T0 CONCRLtE 2 PER ANGL. • • • • 0 3 0 13z 0 tiLUMINUWP TUE • • • • 1 • • • • 2X 2X I/8"ps ALUM ANGLE ti U 2 X 2 X 1/8" ALUM ANGLE FLOATING CLIP /14 SMS 2 PER ANGLE 1-3/4' 0.C. MIN. FOR 3" TUE 2-3/4' 0.C. MIN. FOR ALL OTHER NES ANCHORS TYPE 'AAA4' D ALL CLIPS TO 411 SNUG INTO TUBE MULLKNIS.IRODUCRODUCI'REVISED ingwilhSDloi dI T4PCONS MAY BE HEX OR FLAT HEAD.oildiny Codd ccepinnoe No i181 .nDa10 8. Eng,: 3AYA0 AHMAD CM FLA. PE 70592 CAI4. 38 6L1' (1.2015 � I R • 000000000• 0000 E • • :9 .�• I ••••• • R R iii"' R R 0 8 g drawing no. LM95-06A iaheet 5ot 'in •••• • •• •••• • • ••• • • •••• ••• • 000000 METAL STRUCTURES /14 SMS OR 1/4' TEKS (STEEL OR ALUM. 1/8' MIN. THICK)2 PER CUP / _#14 SMS OR 1/4' TENS STEEL.: Fy - J6 K51 4W. (1 ON EACH WING) 1 PER ANGLE METAL STRUCTURES #14 SMS OR 1/4' MKS (STEEL OR ALUM. 1/8" MIN. THICK) 4 PER CLIP 1M1/4' TEKSALUMINUM STEEL Fy J6 KSI MN. (2 ON EACH WING) ���, 0 :6063 -TS MN.ALUMINUM 8063-TSMN. \ /\\ 'Z Z = -- ---7---- ---=.•:-tet :_ —. ---=-i CC 0 -1* .=-- ;�irn"---- I��—rx� _' 1 \ 11 11 1 tl 11 t 1 ego IL FLOATING CUP I 2 PER ANGLE 1-3/4' 0.0. MIN. u 1 ALUMANGLE1 8' a \ f- _I - i FLOATING CLIP 1 I i „i 1 j 1 /14 SMS 2 PER ANGLE 1-3/4' O.C. MIN. 2-3/4' O.C. M NE FOR ALL OTHER TUBES I 1 U U 22221/8' ALUM ANGLE 8 g n Q7 0' & MM O S< o �pI -' - _. __4„ ._____I , '-11-"'3 SCREWS PER ANGLE LL 1g+_ IA g 01110 'B2' 'B4' ANCHORS TYPE ANCHORS TYPE `-- ALL. CLIPS TO FIT SNUG INTO TUBE MW.UONS. TAPCONS MAY BE HEX OR FLAT HEAD. J Z UJJ Ws MCF oo6i s- 4TN AVE. 33166 2346. FAX f 305) 8 2 PER CHANNEL (122 14 SMS 0 & 123 TUBES) 3 PER CHANNEL (124 & 224 TUBES) 4 PER CHANNEL (2X6 IUBE) ' • s _TUBE MULLION • • •I • • • f • •• • • W 10 000000 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED 1 1' I� 1 1 1 •••••••:••••::: .••21 • TUBE MULLION • •• •• •• •• 90 • 7413 WI -14501 8130 N.W. 7 MEDLEY, FL ' AS OF CAULK 1 SHOWN TO ALLOW INSTALLATION CUP ANGLE JOINT AFTER ASSEMBLY ACCE55 2 3 HOLE 1 -+-' +14 SMS PER CLIP PER CLIP 0 (122 (124 4 PER 1-1/2' O.C. /AN. & 1 X TUBES) & 2X4 TUBES) CUP (2X6 TUBE)•• - 1 1 1 1 • •8'• • • • • • • • • • • • • • • • • -0--- • • • l• qqq g(e ige T� Ngli t O 5 N g 3 III D > t 1 `$ .as i may, E? u uW u THIS SCREW CAN BE IN5TALLE0 IN EITHERt 1 I #10 FH SMS 2 PER CUP I I I c - ' _ DIRECTION q4 I) . If J� _. 1-3/4' 1 1 L—.__...i X 2' X 3/4' % 2' % 1' O.C. MIN. .- —1--_./ 1/8" (FOR 2BY TUBE) 1/8` FOR (1 BY TUBE) ALUM All ._ 1 I r_y PRODUCTREVISED vs complying with Building Code __ Ohs Plaids Eng: JAVAD FIA PE CAN. 4WD 0592 {I'' I a 1 1 c3 9 $ �s ANGLE 0 6 P 0 CUT TO FIT SNUG INSIDE LUBE �'2 8 n I 4 1 01, drowinq no. ANCHOR DETAIL #1 qy 1' i M95 -06A METAL TO METAL CONNECTION Misml 11 a Product Control aheet6of6i •••• • •• •••• • • ••• • • •••• ••• • 000000