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REV-16-3006
u lyll� L •M Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED j014/0\3L6_ SV- FBC 20 ( 7 BUILDING Master Permit No. 5 ill 1 4‘.2 `f PERMIT APPLICATION Sub Permit No.J SI BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP — ,E CONTRACTOR DRAWINGS p JOB ADDRESS: !`- O /Of /`l' S( City: Folio/Parcel#: Occupancy Type: Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): EYRE- 7'k' ° L ( I Address: 1 / / c4 &5 City: Oil o JS State: f(-- Phone#: 7?6 672- S77/ Zip: ER? Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: OO''C LOA/5T1ZQ Cr(04✓ (ZdCGG—S Phone#: (2) te-1 ‘ 3 2 Address: `028s0 G% S e( 3---2D City: PAto/t State: FL— Zip: �w 3.3 3 `- 7 Qualifier Name: J c)c-Z L� e2(z? Phone#: e Y ‘350 State Certification or Registration #: C4C /57e 55 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: I � Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace I I Demolition Description of Work: /1 Oil' a-r-e-- Specify color of color thru tile: ;''. Submittal Fee $ Permit Fee $ :, 5. CCF $ CO/CC $ Scanning Fee $ (. Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 00 TOTAL FEE NOW DUE$ (-A' (Revised02/24/2014) ;t e-4• . • rr+,j% r "t; i, Bonding Company's Name (if applicable) „_ ", er--- It 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 suc posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this 2" day of YvuVe V ID,Q i , 20 yew y- o 'V Iri S , who is personally known to me or who has produced ( 4•Q,V L j C`C h $has identification and who did take an o. NOTARY P Sign: Print: Seal: -e ************* L'5Fi"Y °4t- YANADY PRIETO *; al" . MY COMMISSION # FF 214031 rai =Nj-�`e EXPIRES: March 25, 2019 'bep, .,, Bonded Thru Notary P ,Iiclindens ' ra APPROVED BY Signature ri OR • � k .k The foregoing instrument was .� nowledged before me this 6 by • . Sri day of /" DU e �/(,(.�f.v , 20 L lv , by e el -who is personally known to me or who has produced L/h V R, 1.l,`C,e(45.-A as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ***************** EI O AAA) Ot rd- Elio A. Alvarado NOTARY PUBLIC STATE OF FLORIDA Comm# FF952046 *stmess1mP2O2O******************* J �1f4 'Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) DEPARTMENT OF REGULATORY AND ECO BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 2970 NW 75' Avenue Miami, FL 33122 SCOPE: MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m is m idade.gov/ecouom y 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 "FX100" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 05/29/04, with revision J dated 12/09/15, 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 ProdurI• •�Qgtrol • Section. • . . ..• . • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • LABELING: Each unit shall bear a permanent label with the manufacturer's nahlle *'logo, city! state, . model/ series, and following statement: "Miami -Dade County Product Control Approv' �� i unles4 btlieryvise • •noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been•fil'ecl hd the%II%peen no change in the applicable building code negatively affecting the performance of thjs•1,i I ct. . TERMINATION of this NOA will occur after the expiration date or if there has been a ?evisioriAr.Cllange in the materials, use, and/ or manufacture of the product or process. Misuse of this ii91A. es an endorsement • of any product, for sales, advertising or any other purposes shall automatically terminate this NO.t rtailure • 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 No. 13-1112.15 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1-DADS COUNTY APPROVED NOA No. 15-0512.24 Expiration Date: August 19, 2019 Approval Date: January 14, 2016 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 12-0713.09, 10-0426.07 and 05-0815.01) 2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 05/29/04, with revision J dated 12/09/15, 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6449, dated 2/29/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-0713.09) 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, TA$ 2Q3- 4 • • ..6) Kinetic Energy Drop Load Test (400 Ft. Lb.) • er �iNSI Z87.>:. •. along with marked -up drawings and installation diagram f• .. luminum fixed • • window, prepared by Fenestration Testing Laboratory, Inc., TestReport No..... FTL-6043, dated 10/22/09, signed and sealed by Julio E. Gonzale!? PEE. • • • • • • (Submitted under NOA No. 10-0426.07) • • • • • • • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 94• • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203. 4 . • • ..3) Kinetic Energy Drop Load Test (400 Ft. Lb.), per.ANSI Z9T. t • • • along with marked -up drawings and installation diagram ofi tan :alum purr• fixed • • window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • . FTL-5866, dated 10/09/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 10-0426.07) Manuel P ', P.E. Product Control miner NOA No. 15.0512.24 Expiration Date: August 19, 2019 Approval Date: January 14, 2016 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4290 dated 08/16/04, FTL-4294 dated 10/08/04 and FTL-4296 dated 10/08/04, all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4293, dated 10/08/04 and FTL-4295, dated 10/08/04, all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, conwlying witlii•f'1Ir 5th Edition (2014), dated 04/10/15 and 12/07/15, prepared by AP-Fardoq CDrpgration, •, signed and sealed by Javad Ahmad, P.E. • 2. Glazing complies with ASTM E1300-09 • • • • • • • • • • •• .... .... D. QUALITY ASSURANCE • • • 1. Miami -Dade Department of Regulatory and Economic Resources' (RER). • ••• E. MATERIAL CERTIFICATIONS •• 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America; Iic. for t• heir • "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring cm 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. • • E-2 Manuel a ez; P.E. -1/1ZCillIQProduct Contr 1 aminer NOA No. 15-0512.24 Expiration Date: August 19, 2019 Approval Date: January 14, 2016 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014), and of no financial interest, dated April 10, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-6449, dated 2/29/12, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-0713.09) 3. Laboratory compliance letters for Test Report No. FTL-6043, dated 10/22/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0426.07) 4. Laboratory compliance letters for Test Report No. FTL-5866, dated 10/09/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 10-0426.07) 5. Laboratory compliance letters for Test Reports No. FTL-4295, dated 10/08/04, FTL-4294 dated 10/08/04, FTL-4290 dated 08/16/04, FTL-4293 dated 10/08/04 and FTL-4296, dated 10/08/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmund() J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) G. OTHERS 1. Notice of Acceptance No. 13-1112.15, issued to RC Home Showcase, In€. for their . Series "FX100" Aluminum Fixed Window - L.M.I., appro'tl Qn 12?4/A, and • • expiring on 10/19/19. . 2. Simulation Performance, Solar Heat Gain Coefficient, Visit*• fransmi nce, & Condensation Resistance Calculation Report on: • •.... .. •..' 1) NFRC 100-2004 "Procedure for Determining Fenestration 4rodeft U Fac,ort" 2) NFRC 200-2004 "Procedure for Determining Fenestratic"h2 Product Mar •Heat Gain Coefficient and Visible Transmittance at Normal Incid'e rc " '. • 3) NFRC 500-2004 "Procedure for Determining Fenestration•Pro4uct Cation • . Resistance Values" •..' • .... • • Using computer simulation in accordance with NFRC: Frame and Edge Iti4odeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked —up by National Certified Testing Laboratories, Test Report No. NCTL-110-12451.01, pages 01 through 07 of 07, dated 11/13/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator —In —Responsible —Charge. Manuel ', P.E. Product Contro aminer NOA No. 15.0512.24 Expiration Date: August 19,2019 Approval Date: January 14, 2016 E--3 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality Person -In -Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum product contained 30% recycled scrap material, signed by Henry Kronfle, Vice —President. . . . . .. . . • . • . .... .... . . • • .... .... . . . • .• • . ..• ...... • . . • • • . • . • • . . .. • • • • • • .. Manuel P , P.E. Product Control . miner NOA No. 15-0512.24 Expiration Date: August 19, 2019 Approval Date: January 14, 2016 E--4 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control. _GAL'RECYCLED G`ONTEIV T,/ BIQ BASEp'MAT-RIAL_ /RAPIDLY RENEWABLE MATERIAL _= Component Name Recycled % Recycled % Bio—based % Renewable Material Content at at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A N/A G 8 . ITT -FACTOR (THERMAL TRANSMITTANCE) BTU/=IIR FT2: G 9 SHGC 1 CTOR (SOLAR HEAT GAlN C CR . CONDENSATION RESISTANCE JD# Test Report#: Product Number Glazing Components: G.8: U— Factor G.9: SHGC VT R Base line Product 000 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 0.48 0.23 0.24 16 1. 2. 3. 4. NCTL 110-12452-1 001 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 0.48 0.23 0.24 16 002 5/32 CLR 240#2—SS—D ARG CLR-1/8 090 PVB 1/8 0.48 0.24 0.33 16 003 004 5/32 CLR _240#2—SS—D_ARG_GRN-1/8 090 PVB 1/8 0.48 0.23 • 0.22• 16 5/32 CLR 240#2—SS—D_ARG GRY-1/8 090 PVB 1/8 V.48.4 .0.23 • 0.31 1 16 • .. • • Legend •• Abbreviations: Description: 1141 SS—D Desiccant —Filled Stainless Steel Spacer • • 240#2 Cardinal Low E 240 @ #2 Surface Typical • . ARG 90% Argon• • PVB 0.090" Poly Vinyl Butryal (PVB) interlayer . • CLR Clear Glass • • BRZ Bronze Tint Glass . GRN Green Tint Glass •. GRY Gray Tint Glass • •... • •••• • . • ••• .... • •• ••• •••• • • •... • • • • • • • •. .. •• • •••• • • • . • • • . • • • • •.•. • • • • G.10.- C__FA_CTOR(THERMAL CONDUCTANCE) BTIV-HR4T29F. Component Name C—Value 1. Whole Window 0.95 G - 1 i a- an ' erez, P.E. ‘--7/1121111Product Co • i l Examiner NOA No. 15-0512.24 Expiration Date: August 19, 2019 Approval Date: January 14, 2016 OEFFICIENT) BTU/ HR VT ._ .VISIBLELIGHT TRANSMITTANC);_AT. No121vIAI1°INCIDENCE _ _ 3 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH -, I2 I � 3 60" MAX. WINDOW WIDTH 55 3/4' D.L. OPG. *01 WINDOW WIDTH i •• • WINDOW WIDTH • • • • •00• B T BYOITF Ry NUS? 4IE ANCHORED PROPERLY TO TRANSFER - -n-- • •• J •S . •• O J 0 4" MAX. HEAD/SILL CORNERS I I I18' MAX. HEAD/SILL FALSE MUNTINS (SURFACE APPLIED) MAY BE USED _� FX100 ALUMINUM FIXED WINDOWS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 60 1/4" MAX. WINDOW WIDTH 56 1/2' D.L. OPG. In Al 4" MAX. HEAD/SILL CORNERS TYPICAL ELEVATION TESTED UNITS APPROVAL APPLIES TO SINGLE FIXED WINDOWS. ALSO 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. •• 1IS.PRODUCT E DESI AND TESTED TO COMPLY WITH THE 1iEOIJ0EI&ENTF OG TI- 4)1415TH EDITION) FLORIDA BUILDING CODE WCLUDYI$ FISH IIIELGICITY•HUORICANE ZONE (HVHZ). 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 PPIRT OF t-8S APPRSv11L• • • • • t •• •A LOAD DUR�T1011 INCREASG IS USF� IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • ALL &RIMS T B= HIG•H IM 0 T, NI�ISMETALLIC AND NON -COMPRESSIBLE. • MATEA0!L% INCLUDING BUT AOT LIMBED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 4 8" MAX_ HEAD/SILL o THIS PRODUCT WITH GLASS TYPES 'C', 'D' & 'E' COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN•BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECT$I LE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Engr: JAVAO AHMAD CML FIA. PE 1 70592 CAN. 538 PRODUCT' REVISED as complying with Ste Florida Building Code 15-c6 12.24- NoAcceplance o Expiration Date ,4L. /20Iq By /.� �• Miatn Dade Product FX100 ALUMINUM FIXED WINDOW (L.M.I.) 0 t; c 4; O ' 0 4 U1N� u M) N Ol O Z C &fig Ir a 0 0 v g g E v drawing no. W04-44 (sheet 1 of 7_) ••• • • • • ••s • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • s• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF CLASS TYPES GLASS TYPE WINDOW DIMS. 'A', '8', 'C' & '0' '6' WIDTH LENGTH EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8' 80.0 80.0 24' 80.0 80.0 26-1/2' 80.0 80.0 30' 80.0 80.0 37" 72" 80.0 80.0 42" 80.0 80.0 48" 80.0 80.0 53-1/8' 80.0 80.0 60' - 80.0 19-1/8' 80.0 80.0 24" 80.0 80.0 26-1/2" 80.0 80.0 30' 80.0 80.0 37' 76• 80.0 80.0 42' 80.0 80.0 48" 80.0 80.0 53-1/8' 80.0 80.0 60" - 80.0 19-I/8" - 80.0 24" - 80.0 26-1/2' - 80.0 30' - 80.0 37" 78" - 80.0 42" - 80.0 48" - 80.0 53-1/8' - 80.0 60' - 80.0 19-1/8" - 80.0 24" - 80.0 26-1/2' - 80.0 30" - 80.0 37" 84' - 80.0 42' - 80.0 48" - 80.0 53-1/8' - 80.0 60' - 80.0 w NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 1/8" HEAT STREN'D GLASS .090" Interloyer Butocite PVB By 'Kuroray Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 1/8" OR 5/32' HEAT STREW° GLASS RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'A' 1/8' HEAT STREN'D GLASS .090" Interoyer SentryGlos By 'Kuroroy Americo, Inc.' 1/5" HEAT STREN'D GLASS SILICONE DOW CORNING 795 St__� II,- 7771 O\f 0 RECT. OR SQUARE FRAME GLASS TYPE 1/8' HEAT STREN'D CLASS 0R 5/32" TEMP. GLASS CIRCULAR FRAME 'C' 3/16" HEAT STREN'D GLASS .090" Interloyer Butacite PVB By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D GLASS DOW �C0R ING079i• • • • III 1=T 1'cS-wT�-i • • • �0•m• • RECT. OR* SQUARE• FRAME • • • GLASS TYPE 'E' • • •• • • •• • • • •• 1/4" AIR SPACE 1/8' HEAT STREN'D CLASS .090" Interloyer Butacite PVB By 'Kuroroy Americo, Inc.' I/8" HEAT STREN'D CLASS SILICONE DOW CORNING 795 m U SILICONE 5T. STEEL METAL SPACER RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'B' 1/4' AIR SPACE 1/8' HEAT STREN'D GLASS .090' Interloyer SentryGlas By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 SILICONE - ST. STEEL [METAL SPACER RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'D' NOTE: IN ORDER TO OUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'B' Sc 'D' MUST BE TEMPERED. • ••• ••• • • • • • • •• •• • • • • • • • •• •• • GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). Engr: JAVAD A<MAD CML FLA. PE 70592 CAN. 3538 2015 PRODUCT REVISED es cemplying with the Florida Building Code I5'O e Acceptance No r%1 Expiration Dole By Miet Dade product 9 FIXED WINDOW (L.M.I.) z Z E. 0 0 0 c • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• Ip- drowing no. W04-44 sheet 2 of 7 EDGE DIST. 1BY OR 28Y • • • WOOD BUCK 'a TYPICAL ANCHORS - -SEE ELEV. FOR SPACING 0 ACCESS HOLE 1 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. METAL STRUCTURE 0) TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ECG 1ST. METAL _ STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 18Y W000 BUCK • • • • • •. • • • • • • • • g • • • • • • • • • • •• • • •'a • • • • • • • • • •• • • • •• ' • ° ♦ jS • oS • . •. p • • 70 •,. •.•-• • f TYPIMIIL MCHORS • • • • •-$EE El[V. EDGE DIST. FOR SPACING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DLA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) 1/4" HILTI KWIK—CON II (Fu-138 K51. Fye137 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY OR 2 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/B" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.= 1/8") (NO SHIM SPACE) TYPICAL EDGF DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Ym = 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: JAVAD ANMAD CML FLA. PE 70592 CAN. 538 PRODUCT REVISED as complying with the Florida Building Code Acccptm¢e No F piretion Date D) M Product Cool ,2a)9 klma z ao Coo a Oov' von pacag 0°3�g N p a W 2 I. r0 u.VA-g u abgf U rc 0 U FAX. (305) 260-6432 oS 8 n tri S 0 8 8 drowing no. W04-44 (sheet 3 of 7 EDGE DIST. 18Y 0R 28Y • WQOD BUCK'S � a Al 0 L EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING ACCESS HOLE N TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DI EDGE DIST. TYPICAL ANCHORS] SEE ELEV. FOR SPACING METAL STRUCTURE 3 x to MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EDG IST. 1 TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA IBY OR 2BY WOOD BUCK • •• • • • • • •• • • • • • • • • • •• • • • • • • •, •• • • • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •: • .0-..;- • • • • .•. • .- o • • • • • •- •\ iritAL ANCHO:Se . • • • • — • SEE ELEV. • EDGE DIST. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: JAVAO AHMAD CML FIA. PE % 70392 CAN. 3 38 DE 015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No I-OSt . F. iroMon Dow By Mimi Dade Product Contro you 3 a U d O ar el v S 0 2 drawing no. W04-44 sheet 4 of 7 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0400 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" SHIM TYPICAL ANCHORS — SEE ELEV. FOR SPACING 3/8" MAX. 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM TYPICAL ANCHORS SEE ELEV. 1 FOR SPACING ACCESS HOLE MIAMI—DACE COUNTY APPR,D MULLION SEE SEPARATE NOA • • •ACCESS :OLC' • • • • • • • • • •• • • • • • • • • • • • • • Oh. • • • FX•TERIC�2• D.L. oPc. • • • • WIND01e 110!TH • • • WIN001V WIDTH IBY OR 2BY WOOD BUCKS 1114 SMS OR TEKS SCREWS SEE ELEV. FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 Q Enyr. JAVAD AHMAD CML FLA. PE 70592 CAN. 538 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REV ISBD as complying with Lho Florida Building Code Acceptance Nn 1 F.. pirellon DaM Miam Dade Product Con to411u 2 3p z 0 U C 'a 3 Q d O * (OCHM to re to n EZLO z l.. mu) R 0 rc 3 8 0 0 g d 0 drawing no. W04-44 sheet 5• of 7 O FRAME JAMB/SILL FRAME HEAD/SILL/JAMB 1.876 .500 1 r .062 .125- 1.906 0 FLUSH. ADAPTER HEAD/SILL 674 1.203 .969 1 II .907 .062 -.I .912 1.- 0 GLASS STOP (LAM. GLASS) 1.072 4621 TYP. .96i19 .907 4A GLASS STOP (LAM. INSUL. GLASS) 1.908 FLUSH ADAPTER JAMBS O I - Il0 050 TYP. .875 L1.315 SNAP COVER (LAM. GLASS) .9 ILI"�jj 062 _J 5 o1 TYP. 1.182--1 GLASS STOP (LAM. GLASS) FOR CIRCULAR FRAME .110 Ir- .050 TYP. 875 1 F-.945--I O SNAP COVER (LAM. INSUL. GLASS) .168 GLASS STOP (LAM. INSUL. CLASS) FOR CIRCULAR FRAME O JAMB/SILL ANCHOR CLIP .393� I I '580 .500 06 .125 1.788 CORNER LOCK (2) #10 x 1/2- P.H. SMS POINT "B' SCREW ITEM N0. PART / QUANTITY - DESCRIPTION -- -' MATERIAL MANF./SUPPIJER/REMARKS 1 CM100-007 AS REQD. FRAME JAMB/SILL 6063-T6 FOR FIXED WINDOW 2 CM100-012 AS READ. JAMB/SILL ANCHOR CUP 6063-T6 - 3 CM100-015 AS REQD. FRAME HEAD/SILL/JAMB 6063-T6 - 4 CM100-016 4/ WOW GLAZING BEAD (LAM. GLASS) 6063-T6 - 4A CM100-017 4/ WOW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 - 4B CM100-029 4/ WDW GLAZING BEAD (LAM. CLASS) 6063-T6 FOR CIRCULAR FRAME 4A9 CM100-028 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 FOR CIRCULAR FRAME 5 CMIO0-018 4/ WDW SNAP COVER (LAM. GLASS) 6063-TO - 5A CM100-019 4/ WDW SNAP COVER (LAM. INSUL. GLASS) 6063-T6 - 6 CM100-031 AS REQD. CORNER LOCK ` 6063-16 - 7 V-059 AS REQD. VINYL FOR 5/16' LAM. & INSUL. LAM. CLASS PVC - 7A V-038 AS REQD. VINYL FOR 7/16' LAM. GLASS PVC - 8 AS REQD. 3/16" X 3/8' X 4' LG. SETTING BLOCK EPDM DUROMETER 8015 SHORE A 9 AS REQD. 1/8" X 1/2' SINGLE FACE TAPE - - 9A AS REQD. 5/16" X 1/2" SINGLE FACE TAPE - - 10 #10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW 5T. STEEL PH PHL. SMS 11 GA100-035 AS REQD. FLUSH ADAPTER HEAD/SILL 6063-T6 - 12 CM100-034 AS REQD. FLUSH ADAPTER JAMBS 6063-T6 - 1 3/8" X 1 3/4" x 1/8" THK ALUM. PLATE \\ r \ 1 1 r L - I I 1 CIRCULAR WINDOWS OPTION 1 •• ••• • • • • • • • • • • • • • .• • ••• •• • • • •• • ••• • . ••• ••• • • • • • • • • • • • • • • • • • • • . • • •• • • • •• • • •• • ••• • • • CIRCULAR WINDOWS OPTION 2 FRAME CORNERS (2) #10 x 1/2' P.H. SMS POINT "8' SCREW MITER CORNERS CM100-031 CORNER LOCK P?H. 110 1' /r POINT "8" SCREW j/ RECT. OR SQUARE WINDOWS En9r: JAVAD AHMAD CML FLA. PE 70592 CAN. D 2015 PRODUCT HHVISED as complying with the Florida Building Code Acceptance No t5-0512 /4 E olijnDale '2019 O 0 w 0 2 3 rc a REV. PER RER c in 0 :: 00 S 8 3 tea, drawing no. W04-44 (sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • 6 • • • • •• •• • • • •• •• ••• • • • ••• • • ' 1�V , � f( COMP -ANL\WO4-44RC DESIGN LOAD CAPACITY - PSF SIDE/SIDE 0R TOP/BOTTOM WINDOWS TYPICAL ONE ORHTWO DIMS. ONE ANCHOR AT EACH SIDE OF MULLION TWO ANCHORS AT EACH SIDE OF MULLION AT EACH SIDE OF MULLION SEE CHART AT LEFT FOR CAPACITIESWINDOW AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 TE1_ (305) 2648100 FAX (305) 262.6978 WIDTH (W) LENGTH (L) EXT.(+)/TNT.(-) EXT.(+)/INT.(-) - WI W2 19-1/8' 80.0 80.0 24' 80.0 _ 80.0 OA 26-1/2" 80.0 80.0 I,I 1 30' 80.0 80.0 I �LJ-ly_L� 37' 38-3/8' 80.0 80.0 42' 80.0 80.0 48' 80.0 80.0 O 80.0 80.0 O53-1/8' 19-1/8' 80.0 80.0 24" 72.5 80.0 26-1/2" 72.5 80.0 /// 30" 72.5 80.0 %/ ./ • / 37' 4B, 70.5 80.0 (FX100 ALUMINUM FIXED WINDOW (LM.I.) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 260-6432 42" 62.1 80.0 48" 62.1 80.0 53-1/8' 62.1 80.0 19-1/8" 80.0 80.0 24' 68.7 80.0 26-1/2" 68.7 80.0 © 30" 68.7 80.0 - 37' 50-5/8' 66.8 80.0 J I u I I I I 42' 58.9 80.0 WINDOW ANCHORS SEE 48" 58.9 80.0 3" SHEET 1 FOR LOCATION MO SHEET 3 FOR ANCHOR TYPES 53-1/8' 58.9 80.0 10" 19-1/8" 72.7 80.0 24" 58.0 80.0 26-1/2" 58.0 80.0 TYPICAL ELEVATION$ 30' 60' 58.0 80.0 SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES '1'0 TWO OR MORE WINDOWS 37' 56.4 80.0 (- c a a u 9 V u i MANUF. NAASE REv. UPDATED TO 201. FRC S 1 k' 42' 49.7 80.0 19-1/B' 69.3 80.0 WIDTH On= WI +__W2 24" 55.2 80.0 2 26-1/2' 63, 55.2 80.0 30' 55.2 60.0 37" 53.7 80.0 NOTES 42' 47.3 78.9 ALUM•TUBE'MULLION D I. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION 19-1/8' 66.1 80.0 SEE CHART AT LEFT, CAPACITY OF 1X3 WINDOW MULUON. FOR OTHER MULLION TYPES TYPICAL ANCHORS 24" 52.7 80.0 SEE SEPARATE NOA 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2. SEE ELEV. a 26-1/2' 66' 52.7 80.0 60.0 FOR SPACING 3. FOR OTHER MULUON TYPES SEE SEPARATE NOA. c t '�' .. 8 n o - 30' 52.7 4. USE SMALLER DESIGN LOAD CAPACITY OF 1, 2 OR 3 ABOVE. 51.3 80.0 • 37" 19-1/B' 60.6 80.0 ••I i''� .`� 1 Bali E o,• o . _ 24' 48.3 80.0• •�• e� a�J' (0cb. 05-29-04 ) scale: 1/2' - 1- �/ a. by. 44010 ) (chk by: 26-1/2" 72" 48.3 80.0 • - 30" 48.3 77.3 �� Fngr: JA AD AHMADCM PRODUCT REVISED _ - - - -- - - ns complying with the Florida 37" 47.0 77.3 • mm neIIII2 ' Fu PE 1 7..592 Building Code 19-1/8" 58.8 80.0 CAN. S,5 Acceptance No lr7.Ogj12.4-9 24" 46.8 80.0 • • • • • • • • • • • • • • • • • P. iraiion Date 26-1/2' 74-1/4' 46.8 80.0 D.L. OAP • • •• • • • • D.L•OPG. r r 2015 BY drawing no. W04-44 30" 46.8 74.9 • • • • • • • • • • 210R • • MiamDadc Product 37- 45.6 74.9 WINDOW WIDTH WINDOW WIDTH (sheet 7 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • MIAMI COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 11MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.minetidade.eov/economy R. C. Aluminum Industries, Inc. 2805 N.W. 75 Avenue Miami, FL 33122 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 (AH1). 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 "CM075" Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. PCE2012-042.3, titled "Series CM075 Aluminum Casement Window Large Missile Impact", sheets 01 through 09 of 10, including sheet GA, dated 09/15/12 with the latest revision dated 05/15/13, prepared by Paramount Consulting & Engineering, LLC, signed and sealed by Manuel Emilio Morales, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advettising 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 No. 10-0811.13 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 Jaime D. Gascon, P. E. < �yr 5 1,29 t'' NOA No. 12-1003.03 Expiration Date: December 23, 2015 Approval Date: June 06,2013 Page 1 • • • • • • • • •• • • • • • • •• • • • •••• •••• • • • • • • •••• •••• • • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • • • • • • •• • R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PCE2012-042.3, titled "Series CM075 Aluminum Casement Window Large Missile Impact", sheets 01 through 09 of 10, including sheet 6A, dated 09/15/12 with the latest revision dated 05/15/13, prepared by Paramount Consulting & Engineering, LLC, signed and scaled by Manuel Emilio Morales, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Water Resistance Test, per ASTM E547-00 (2009) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Cyclic Static Air Pressure Difference and per FRC, TAS 202-94 3) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 4) Water Resistance Test, per ASTM E331-00 (2009) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain "Walls by Uniform Static Air Pressure Difference and per FBC, TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "B-B" window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6605, dated 04/18/2012, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6190, dated 05/11/2010, signed and sealed by Jorge A. Causo, P.E. (Submitted inrder previous NOA No. 10-0811.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Paramount Consulting & Engineering, LL.C, dated 09/21/12 with the latest revision dated 05/16/13, both signed and sealed lsy_vlatue B�rilio Morales, P.E. 2. Glazing complies with ASTM E1300-09 Jaime D. Cnscon, P. E. Product Control Section Supervisor NOA No. 12-1003.03 Expiration Date: December 23, 2015 Approval Date: June 06, 2013 E — 1 • • • • • • • • • •• • • • • • • • • • • • 0000 0000 • • • • • • • •• •• •• •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitc® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issucd by Paramount Consulting & Engineering, LLC, dated 09/18/12, signed and sealed by Manuel Emilio Morales, P. E. 2. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 05/16/12, signed and sealed by Manuel Emilio Morales, P. E. 3. Laboratory compliance letter for Tcst Report No. FrL-6605, issued by Fenestration Testing Laboratory, Inc., dated 04/18/2012, signed and sealed by Marlin D. Brinson, P.E. 4. Proposal issued by Product Control, dated 09/30/11, with the latest - revision, da- ted 12/19/11, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-6190, issued by Fenestration Testing Laboratory, Inc., dated 05/11/2010, signed and sealed by Jorge A. Causo, P. E. (Submitted under previous NOA No. 10-0811.13) G. OTHERS 1. Notice of Acceptance No. 10-0811.13, issued to R. C. Aluminum Industries, Inc. for their Series "CM075 Aluminum Casement Window - L.M.L", approved on 12/23/10 and expiring on 12/23/15. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-1003.03 Expiration Date: December 23, 2015 Approval Date: June 06, 2013 E-2 • • • • • • • • • • • • • • • • •••• •••• • • • • • • •••• •••• • • • • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • •• • •••• • • • • • SERIES °CM075° ALUMINUM SWING OUT CASEMENT WINDOW LARGE MISSILE IMPACT RATED APPROVAL DRAWINGS GENERAL NOTES: I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING THE REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE IHVHZI. 2. THIS PRODUCT IS AN ALUMINUM, URGE AND SMALL MISSILE IMPACT RESISTANT, SWING OUT CASEMENT WINDOW THAT CAN BE USED AT ANY ELEVATION WITHOUT HURRICANE PROTECTIVE SHUTTERS. 3. THIS APPROVAL APPLIES TO SINGLE UNITS OR BIDE BY SIDE COMBINATIONS OF WINDOWS WITH ANY OTHER APPROVED WINDOWS USING APPROVED MULLIONS IN BETWEEN. BINDLE UNIT BEE PAGE 02 MULLIO MULLION rMULLION ANC AWL E0 UNITS BEE AO 06A. INULL ON UNDER BEPARA E APPROVAL.) 4. DE910N LOAD RATING FOR THIS PRODUCT TO SE A8 PER CHARTS HEREIN INCLUDED FOR A MAXIMUM OF +/• B5.0 PSF. LOWER PRESSURE RATING FROM WINDOWS OR MULLION APPROVAL W LL APPLY TO AN ENTIRE OPENING. THE DESIGN LOADS OF THE LOCATION WHERE THE PRODUCT WILL BE USED MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. 5. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY: 5.1. THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT 18 TO BE INSTALLED TO ENSURE PROPER ANCHORAGE 5.2. THE PROJECT DESIGN CRITERIA AND APPLICABLE CODES OR ORDINANCES. 5.3. THE ADEQUACY AND APPLICABILITY OF THIS APPROVAL. 6. THIS APPROVAL ODES NOT INCLUDE WOOD BUCKS AND ITS ATTACHMENT METHOD. WOOD SUCKS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 7. ANCHORS SHALL BE A8 LISTED IN THIS DOCUMENT AND SPACED AS INDICATED ON SHEET 02 & 07 OF 09. LISTED EMBEDMENT SHALL BE BEYOND EXTERIOR OR INTERIOR FINISH OF SUBSTRATES. A LOAD DURATION INCREASE 19 USED IN DE610N OF ANCHORS INTO WOOD ONLY. 7.1 THE FRAME SHALL HAVE TWO 121 INTERCHANGEABLE ANCHORAGE TYPES: THRU FRAME ANCHORAGE AND FRAME ADAPTOR ANCHORAGE TYPE (BEE DETAILS BELOWI. ANCHOR FRAME ADAPTOR THRU FRAME ANCHORAGE TYPE _ANCHORAGE TYPE B. ALUMINUM: ALL ALUMINUM EXTRUSIONS SHALL BE 6063.16 ALLOY. 9. OU89: THIS PRODUCT IS APPROVED TO BE GLAZED WITH THE FOLLOWINO GLASS COMPOSITIONS: AB INDICATED ON SHEET 07. 9.1 5/16' LAMINATED OLASB: (18' THK. 11.8. + 0.090' DUPONT BUTACITE PVB INTERLAYER BY E.I. DUPONT DENEMOURS & CO., INC + 1/O' THK. H.B. IOT'Al 9.2 3/8' LAMINATED GLASS: I/O' THK. H.B. 4 0.090' DUPONT BUTACITE PVB INTERLAYER BY E.I. DUPONT DENEMOURB & CO., INC + 3116'THK. H.B. TOPED 10. THIS NOA REVISED NOA 10.0E111.13 DRAWING INDEX SHEET TITLE 1 COVER SHEET %MTH GENERAL NOTES 2 SYSTEM ELEVATIONS AND DESIGN LOAD CHART 3 SYSTEM DETAILS 4 SYSTEM DETAILS • • 6 SYSTEM DETAILS 1 8 SYSTEM DETAILS • 4 BA MULLED IMNDOW ELEVATION AND DETAILS •1 7 ANCHOR AND GLASS SCHEDULE 4 8 SYSTEM BILL OF MATERIALS • / 9 ASSEMBLY DETAILS - • 4 •1 • 1 • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • •• • APPROVAL USE INSTRUCTIONS: IDENTIFY ANCHORAGE TYPE A9 DESCRIBED ON GENERAL NOTE 7.1 • FIND THE APPLICABLE ALLOWABLE DESIGN LOAD AS PER CHART ON SHEET 2 • USE ONE OF THE GLASS TYPES LISTED ON SHEET 7 OF 9 • USE ONE OF THE ANCHORAGE METHODS AND ANCHORS LISTED ON SHEET 9 OF 9 ......odt\ PARAMOUNT 8 (3OW 20*......a Aosas PROJECT NAME: RC ALUMINUM INDUSTRIES, INC SERFS CM075 ALUMINUM CASEMENT WINDOW LARGE AUSALE IMPACT RC ALUMINUM INDUSTRIES, INC. 2805 NW 75TI1 AVENUE MIAMI, FLORIDA 33122 T: 305.592. 1515 F: 305.59Z.1 159 •9lEET1I11.E. • • • • *COVER SHEET ',SCALE • • • • 1 1 • • • ..RE+P Da uu .4.••• 1 mz..lu Fcsra00:.4cav PREP • `FFR: DATE: DRAWNSY: • • • • 1 NOW, • ' ' • • ere RELISIO14 t•O• • • • • • • ••• • • • I • •• • • ••• • • S lS • PRODUCT RRVISED es complying with 1h* Florida Building Code 't!!''�1 Q AueptJnca No4`,R� S 13Xpf tt1LOD Dau 6 By - �r��lA�.s._ AwlDd9 Rots(Co6t u». 1 sn vMae PO •L. DWG No. PCE2012-042.3 SHEET01 of OS FRAME ADAPTOR ANCHOR LAYOUT SCALE: 9/4' _ )' • 0' H 41�" 16 3'-I" FRAME WIDTH 2'-33" { 4 6. D.LO 1 Y 9 5A THRU FRAME ANCHOR LAYOUT SCALE: 34'= 1'-0' 5A III i 416 3'_I" FRAME WIDTH 24 D.LO 416 co CONCEALED SCISSOR HINGES O 0 * ADDL. ANCHOR AS READ. SEE CHART FOR CAPACITY * ADDL. ANCHOR AS REQD. SEE CHART FOR CAPACITY 3.-I. FRAME WIDTH 4116 �V1 D.LO I3416• vivo _ ^$_eo0 4 g o i In \ �f R - is O • _ i , coo i -- _. _ ..... ... 416" 3.-1" FRAME WIDTH 13. 2'-38 416 A D.L.O _ I \ \ \ / i L_L' - O 0 1 0 4 I I I+- BUTT HINGES O 0 Design Load Capacity WINDOW DIME OTA OT-S 1114 X IN) 5/18' LAM. GLASS 318" LAM. GLASS 'MOTH HEIGHT Pd.(ps0 Pd.(psi) EXTANT 14/.1 EXTANT l4/4 101/8 85.0 85.0 24 85.0 85.0 261/2 85.0 85.0 30 85.0 85.0 37 38 3/8 85.0 85.0 42 85.0 85.0 48 77.2 77.2 63 1/8 68.1 68.1 191/8 85.0 85.0 24 85.0 85.0 281/2 85.0 85.0 30 48 85.0 86.0 37 85.0 65.0 42 79 79 48 65.9 85.9 19 118 65.0 65.0 24 85.0 85.0 28172 85.0 e5.0 : 30 50 678 85.0 85.0 37 85.0 85.0 _ 76.6 -_--_--- 78.6 _ - 42 19 1/8 85.0 65.0 • • 24 85.0 85.0 • 281/2 60 85.0 85.0 • 30 85.0 85.0 • 37 85.0 85.0 • • 141/6 85.0 65.0 • • 24 85.0 85.0 281/2 63 65.0 95.0 • • 30 85.0 es.o • 37 - 85.0 •• 85.0 191/8 85.0 .0 24 86 85.0 8855.0 • 281/2 85.0 85.0 30 65.0 85.0 191/8 85.0 85.0 24 85.0 85.0 261/2 72 65.0 85.0 191/8 85.0 85.0 24 685.0 85.0 261/2 741/4 85.0 85.0 NOTES: • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • a • • • • • • SIZES AND PRESSURES SHOWN ARE BASED ON: • OLABS CAPACITIES ON THIS SHEET ARE BASED ON ABTM F1300.09 (3 SEC, OUSTS) ANO FLORIDA BUILDINS COMMISSION DECLARATORY STATEMENT OCA05- DEC- 219 DAYLIGHT OPENING (0.L.0) AREA NOT TO EXCEED 1,461.1 IN6 A9 TE6TE0. PAR MOUNT CeR>A.IM AI U6a 4167T N : 111M MOOD 41114.3 vvw.puemarnIAccan PROJECT NAME: RC ALUMINUM INDUSTRIES, INC SERIES CM07S ALUMINUM CASEMENT VNNDOW LARGE MISSILE IMPACT CALUMINUM INDUSTRIES, INC. 2805 NW 75TH AVENUE MIAMI, FLORIDA 33122 T: 305.592.1515 8: 305.592.11 59 5H/E7057: • ••••etEtAnoNs S/ALP. ••• ♦ • • -a I•• P PAREDBBY:: o ••• oR MADAM Ix 3ADROs•armAno a.m. e R.EE)'ARE!Ovt • ppi l••IIIIWNBY: •••• • • GERYPNB RENSION LOG. • • • ee.•: 6..� • ••• • . • • • • •• • • • • • • • • •• • •••• • • ••♦ ••• = • • • NO S• 1 RODUCFILEVLSRD 6 complying WAIL Run Salida lading Cade _ I 3.0 Uceplwce No . ' • 09 Dale { Mend Dade Product Conlro .,6,Nm ,6 ,I. �6 OWGNo. PCE2012-042.3 SHEE702 o/ OS •• • • •• • •• •• • • •• • •• • •• • EXTERIOR DETAIL DETAIL V v R > v . SYSTEM DETAILS W/ FRAME ADAPTOR SCALE:6, l'-0' • CONCEALED SCISSOR HINGES INTERIOR EXTERIOR SASH LIFT DETAR AT FRAN SILL OF WINDOWS Wm13C1S50R WAGES ONLY LOCK KEEPER DETM AT HEAD a ROOF WA/DOWS VmN SCISSOR OR IUTE IL0GES DETAIL DETAIL e • sVCDNE SFAIANEbCTvo. rREMCOSPECTREM I OR 9M2AR INTERIOR W000E A$ RE00 SR/CONOAAl.WT.' DC /03. TREMCO SPECTREM ■02 $TIXAk • v • SYSTEM DETAILS W/ THRU FRAME ANCHORAGE SCALE:6 S'-0' • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • )/^ PARAMOUNT 41. IOW MIA R TAL wiii Wilt MOO) &MOW Y Spnlra.Rw PROIECTNAME. RC ALUMINUM INDUSRRES, INC SERIES CM075 ALUMINNAI CASEAAENTVANDOW LARGEMISStlf IMPACT RCALUMINUM INDUSTRIES, I N C . 2E105 NW 9501 AVENUE NIMe, FLORIDA 33122 T1 305.692.1515 F: 305.592.1159 iHEET 1RUE. AILS SCALE: • • • • • ARoPARrOlg.0,14 nouomoue.. • • • rn.a)' ac.uswwa .0.0e�rRm�ppv Lac Ew R�eFOROn • GATE: DRAWN8Y: 00”0'E0 •'T' • •••fiV REVFS""r•••• • •t • • • • • • • • •• • • • •t• • • • • • �F/O ESQ • 'RODUCT RRVISF.D n complying with the Florida lending Code Acceptance Not A,R V Q . yO Hate D/6 Aiarei Dade Produce Coniro NA1.7.41REAT. MUMS RUM /; aRrnniw DWG No. PCE2012-042.3 SNEEr03 or 09 EXTERIOR DETAIL DETAIL 21N EBAS R QD SILICONE SEALANT: CC 790. rR IUCOSPECTROA IOR SILICON SEALANT. DC794 TREMCDNECIROA I OR 5H11 M )IYISF1 BUTT HINGES INTERIOR EXTERIOR ° . SYSTEM DETAILS W/ FRAME ADAPTOR SCALE: 6'=f-0. LOCK KEEPER DETAIL ATNFAD A Yu OFHW`OOWS W0M8C,550R OR BUTTNNGES DETAIL DETAI e• A Snxcix 5EAIAl4E: DC 794 TRFMCO 3PECTREAI R OR 3492A0 SCNEd11E TROACOSPECIREM NOR 50.4 AR " . ° . RE00EAS ° , SYSTEM DETAILS W/ THRU FRAME ANCHORAGE SCALE: 6.= T'"D' INTERIOR • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • 4UNT '" "ICI 7wwuay. •r A:0D t. .R:lwn '911.30 ,'.,s' PROIECI NAME: RC ALUMINUM POO RE& INC SERIES CM075 ALUMINUM CASEMENT WINDOW LARGE MISSILE IMPACT RC ALUMINUM INDUSTRIES, INC. 2B05 NW 757Er Av65u[ Miami, ELDRIDA 33122 T: 305.592.1515 F: 305.592.1 159 SREETRRF: • • DETAILS dL.r••• • • • rr •�. au.vanva,x.asawmt ANmn • PREPARED Fkt OR: AC EI NC. �• DATE: PRAWN Br • • • b1*1SSNte RE'SOON L0 3 "' • • tee '.. ... • • • • • • • • 9 • . • _-.,..-- • • • • . • • •• • ,RODUCI' REVISED is G]IDpty1e$ with the Fati& lucaiLdnplell2g Cce Wedeo A nxpiQui+ete `12 (NQQ .c S ay:I(* tx--r--- " ^Nvd Dude Product Cootrot� "`°"ANO� w CPECKII0R sn°uer. GM VII 1==irtt In '‘. ll,-/ - / - RNAa ROA'..A.L DWG No. PCE2012-042.3 SNEET04 of CONCEALED SCISSOR HINGES SYSTEM DETAILS W/ FRAME ADAPTOR SCALE: 6'=1'-0' SICQVESEA AN1: DCS90. T rAACCOSPECER611IOR SYSTEM DETAILS W/ THRU FRAME ANCHORAGE SCALE: 8' = 1' • O' SRJCONE SEALANT. DC 5AS. 1R MMCOSPECIREV NOR • SMEAR • 4 I� 1dn SEE GLASS SCHEDULE DLO INTERIOR SEE ANCHOR SCHEDULE FOR MAX. GAP DETAIL® 3 6e FRAME WIDTH 4e I2. SEE GLASS SCHEDULE SEEANCHORSCHEDULE FOR MAX. GAP DETAIL DLO FRAME WIDTH EXTERIOR DETAIL INTERIOR EXTERIOR DETAIL SEE ANCHOR SCHEDULE FOR MAX. GAP I5 SEE ANCHOR SCHEDULE FOR MAX. GAP • °v .01C0NE SEALANT. DC 790, 1RUMCO SPECIREAI N OR v • • • • • • • • • • • •• • • • • v ° ▪ • • .A• •• • •i •ti• i •. • • ° • 9 • ° • • <• • •• • •° °v • SILICONE SEALANT: DC 793 ICO SPECTREM NOR AAR PARAMOUNT .,MNATIM. t.;m• PE: (NM .r.-aw P. SNRq 00.0S54 wwx.pame.nkn.cnm PROJECTNAAIE: RC ALUMINUM INDUSTRIES INC SERIES CM075 ALUMINUM CASEMENT WINDOW LARGE MIME IMPACT RCALUMINUM INDUSTRIES, I N C. 2805 NW 755N AVENUE Mow, FIORIOA 33122 T: 305.592.1515 F: 305.592.1 159 SHEETIIOE: • • DETAILS • �••• AI • . • PREPARED FOR: mNC. DATE: 9 DRAWN 9Y: • 0.11.01, • • • • • DRAW* REVISIONL ••i'• e•'f••• 1 • • • • • • l • •• • • •, • _ • • • Yogi _ • •• • 111) )IN:7 ftliVISED : s Emaplyi 11. 4:il6l4c Florida Acc plon.o ° Z 2 n;Tcplxn:c IA, ! J B.' jseticV, palc �i ey�iiaird Dade Plaiuct CDnUoI 11,10 RA�t`Ra�w" ' 7 ' DWG No. PCE20 1 2-042.3 SHEET OS DI 09 BUTT HINGES SYSTEM DETAILS W/ FRAME ADAPTOR SCALE: 6' • 1' - 0' IRE7ACO SVCQVESPECIRE SEAL 0DRORC798 SMIAR � • SYSTEM DETAILS W/ THRU FRAME ANCHORAGE SCALE: 6' • I'- 0' gUCONESSfEAA((AAFFqq�� oC 790 IROACO SI'fCIREAI I OR • 1 SEE GLASS SCHEDULE DLO INTERIOR ,6. • SEE ANCHOR SCHEDULE FOR MAX. GAP DETAIL® 16 FRAME WID1H 1' SEE GLASS SCHEDULE DLO EXTERIOR DETAIL INTERIOR 05. SEE ANCHOR SCHEDULE FOR MAX. GAP SEE ANCHOR SCHEDULE FOR MAX. GAP DETAIL 7A FRAME WIDTH • '5 . SEALANT: DC 790. 0 SPECIRFAI 0OR 5 • • • • • •• • • • • • • • • • • • a • • ab••• • • ..• •• • • • • • . • a • • • • • 9 •• .• EXTERIOR DETAIL SEE ANCHOR SCHEDULE' FOR MAX. GAP • Q ()CONE SFAIAM: DC 790. CO SPEC/RDA I OR SVAVRa dA c.RI :rs;nw IRRR mum rIc l40580 >RSlin $b PROIECTNAME: RC ALUMINUM INDUSTRIES, INC SERIES CM075 ALUMINUM CASEMEUT WINDOW IARGEMISSLE IMPACT RCALLIMINUM INDUSTRIES, INC. 280E NW 7504 AVENGE IAIANI, FLORIDA 33122 T: 305.592.1515 F: 305,592.1159 SHEETIIRE: • • DETAILS :eAet••• • • .A>u PREPARED FOR: DATE DRAWN SY: • .• 01/1111011I • • . • a Dt4I1 REVISRNI LMGG ••••r'• wire•• • • • • a • • • • • • • • • . • •• • 'ROnucT REVISED .c complying MIL/ the Florida luilding Colc Aucplancc No i 3• C 0/$ 3xy • riPme 'Roil Dade Product Contro Mt. NOWA. z—(Jff.'�-� /„ 3 n•wnlw DWG Na PCE2012-042.3 SHEET06 of 0S MULLION PER SEPARATE NOA. APPROVED APPROVED SHIMS w SHIMS aEE HAAXOH OAP ON PAGE e7. DETAIL( W/ THRU FRAME ANCHOR MULLION PER SEPARATE NOA, APPROVED SHIMS DETAIL 9A W/ FRAME ADAPTOR O cp INLIN PEE ,LA WITH OAP ON AUL 07. FOR WINDOWS MULLED TOGETHER, THE LESSER DESIGN PRESSURE OF THE WINDOW OR THE MULLION SHALL BE USED, • • • • • •. • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • /" PARAMOUNT co ,LCANrri4 " AI MN 1•70.11Arn MIL INS PIP (NM NP<S. (fuS}r, rta-Para PROJECT NAME: RC ALUMINUM INDUSTRIES, INC SERIES CMO7S ALUMINUM CASEMENT WNDOW URGEMISSILE IMPACT RC ALUMINUM INDUSTRIES, I N C . 2E105 NW 75TH AVENN[ MIAHI FLOMo 33122 T: 305.592.1515 F: 305.592.1159 SHEET II(LE: • • DETAILS • inf Wire, ▪ PREPARED FOR: AA7 �A :A�aDRA Pc. r DRAWN BY: • • • • • • • • rMA1YRip REVISION tOG • • M o• V•• • • • • • •-•T7-• •• •• • • • • NOTE • •• • • • • • 'RODUCT REVISED et complying with the Florida ludding Coda {{{'''�����_ ��t ��n ((('''}}} AcceptonDN0 ZJQQ3•Q3 W, piEgt op Date /3 By Miami Dade Product Control uN+ APIArr`ipoirurrsu D ;i it wwwrA• MOND. PCE20 12-042.3 SHEETOOA 01 OS SUBSTRATES AND ANCHORAGE ALERNATIVES SCALE: 8'- 1'-0' W/ FRAME ADAPTOR ti W/ THRU FRAME ANCHORAGE a • EDGE D)p9TANCE e�_ INTERIOR APPROVED EOCE SHIMS D19TANC CONCRETE OR CMU FRAME ADAPTOR EDGE INTERIOR DISTANCE APPROVED SHIMS FRAME ADAPTDR EDGE INTERIOR DISTANCE APPROVED SHIMS FRAME ADAPTOR ANCHOR SCHEDULE TYPICAL ANCHORS: SEE ELEVATIONS FOR SPACING 1 11 Ir, I/4' DIAMETER KWIK CON II BY HIITI IFU=153 K5K I, FY= 157 ■) WINDOW FRAME W FRAME W• A.INTO 28Y M EMBEDMENTOD BUCKS . WOOD STRUCTURES FRAME ! FRAMEFRAME13/W MINIM • A2: THRU 16Y WOOD BUCKS INTO STRUCTURE/SUBSTRATE 1 1/4' MINIMUM EMBEDMENT INTO CONCRETE OR MASONRY • A3: DIRECTLY INTO CONCRETE OR MASONRY 1 1/4' MINIMUM EMBEDMENT i I 4 8MB OR SELF DRILLING SCREWS (GRADE 5) • Bi: INTO MIAIM.OADE COUNTY APPROVED MULLIONS (0.090' MIN THK) • INTO METAL STRUCTURES 82: STEEL: 1/e' THK MIN. (ASTM A38 MIN) •• 83: ALUMINUM: 1/B' THK MIN. (8063-T6 MIN.) WOOD BUCK. ENGINEERING OF WOOD BUCK ANCHORAGE NOT PART OF THIS APPROVAL EXTERIOR INTERIOR APPROVED SHIMS WINDOW FRAME EDGE DIBTANC WOOD BUCK. ENGINEERING OF WOOD BUCK ANCHORAGE NOT PART OF CONCRETE OR THIS APPROVAL . CMU EXTERIOR METAL STRUCTURE OR APPROVED MULLION EXTERIOR INTERIOR _ APPROVED SHIMS WOOD STRUCTURE EXTERIOR INTERIOR APPROVED SHIMS WINDOW FRAME EDDE D19TANC METAL STRUCTURE OR APPROVED MULLION EXTERIOR WINDOW FRAME WOOD STRUCTURE EXTERIOR ANCHOR EDGE DISTANCES: 1 1/2' MINIMUM INTO CONCRETE OR MASONRY 1' MINIMUM INTO WOOD BUCK OR WOOD STRUCTURE 3/4' INTO METAL STRUCTURE CONCRETE: fc.3,000 psi CMU: C-90 HOLLOW/FILLED, fo•2,000 on • - • • • MAXIMUM SHIM DAP: • • • ANCHOR MAX. GAP At 1/2' A2 112' A3 1R" B1 1/4' B2 1/4' 83 1/4' • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • GLASS SCHEDULE 0.090' THK. DUPONT BUTACITE PVB 0.090' THK. DUPONT BUTACITE PVB INTERLAYER BY El. DUPONT INTERLAYER BY El. DUPONT DENEMOURS B CO., INC DENEMOURS 8 CO., INC 3/18' THK HEAT VW THK HEAT VW THK HEAT STRENGHTENED GLASS 1/e' THK HEAT ' I' STRENGHTENED GLASS GT-A 5✓16'THK. LAMINATED GLASS STRENGHTENED GLASS 1111111 STRENOHTENEO GLASSI�Composed:Dow7B�1 DOW 77'�I IOutboard: 1/8'thk, Heat Strengthened Glass Infedayer. 0.080'IhkPVBbyDupont � ,� G Inboard: 1/8'thk. Heat Strengthened Glass �C / t 11111 6 INTERIOR EXTERIOR I1 INTERIOR OT•B 3/8'THKLAM/NATEDGLASS EXTERIOR {{{'' '���: Composed: i� ` M4 Outboard: 1/8'Ihk. Heaf Strengthened Glass Infedayer. 0.090' fhk. PVB by Dupont Inboard: 3/18' Mk. Heal Strengthened Glass GT-A GLAZING DETAIL W TH: 5/16' THK. LAMINATED GLASS GT-B GLAZING DETAIL WITH: 3/8' THK. LAMINATED GLASS PA AMOUNT eo ,EcnmO10rwr.R. M P MI 114n.M.a e us mumµ H...I. IN 00.1111..e6w I: IwO m..... PROJECT NAME: RC ALUMINUM RIDUSIRIEL INC SERIES CM075 ALUMINUM CASEMENT MNDOW LARGE/ ISSRE IMPACT RC ALUMINUM INDUSTRIES, I N C . 2105 NW 75TH AVENUE WWI. RORIRA 33122 T: 305.592.1515 F: 305.592.1 159 SHEET ME: • • &CI4WUUS ISGAL E; • ... •�r.zi msm 950 05r11 • • • PREPARED FOR: DATE: Ir. ORAWNBY: - • 1 •m• • ■ REVISION LOG WDRAWW/� .••!• ••.m►•••� • I ■ vp si • • • • • • • • • I • • • • •• ••a••• • • •NO00, • •• • PRODUCT REVISED Aa complying with rho Florida Ag � �3Asooplanso No I , Dam .v 11aeli Dade Product ConIroJ` n LwiNcoH / 1i , - if•N!f ' ILDWG NO. PCE2012-042.3 SHEET07 of OS • LOCKS: SURFACE MOUNT METALLIC B POINT LOCK SYSTEM WITH ACTIVATING LEVEL TYPE HANDLE AT 30' FROM BOTTOM FASTENED WITH (4) #10.24 X 3/4" OH MS SURFACE MOUNTED KEEPERS FACING LOCKING POINTS (6) METALLIC KEEPERS AT FRAME JAMB FASTENED WITH (1 ) #10.32 Xi' SOCKET SET SCREW (11 PLASTIC KEEPER AT FRAME AND SILL FASTENED WITH (2) #10-32 X d' SOCKET SET SCREW HINGES: OPTION#1 : 3.5/8' LONG TWO PIECE METALLIC LIFT OFF HINGES 3 PER VENT LOCATED AT 6' FROM EACH END & AT MIDSPAN FASTENED TO FRAME AND VENT WITH (2) #10-24 x 3/8" OH MS OPTION #2: SURFACE MOUNTED METALLIC FOUR BAD HINGES BY'ANDERBERO' FASTENED TO FRAME WITH (4) #8.32 X 3/4° PH MS FASTENED TO VENT WITH (3) #8-32 x 3/4' PH MS SNUBBERS: (REQUIRED AT WINDOWS WITH 4-BAR HINGES) (6) SURFACE MOUNT PLASTIC ANTI BLOW CLIPS LOCATED AT 7 FROM ENDS AND AT MIDSPAN FASTENED TO FRAME AND VENT WITH (2) #6 X 8" PH SMS EACH. WEEP HOLES 1° LONG WEEP NOTCH AT 5 1/4' FROM ENDS AT FRAME SILL. BILL OF MATERIALS CODE QTY PART NO, DESCRIPTION MATERIAL REMARKS EXTRUSIONS E1 4 CM075.001 FRAME HEAD/ HILL/ JAMBS. ALUMINUM. 606346 E2 4 CM075.002 VENT HEAD/ SILL/ JAMBS. ALUMINUM. 606346 E3 AS REQ'D 131.1075.007 FRAME & VENT CORNER LOCK MALE ALUMINUM. 6063-T6 E4 AS REQ'D CM075.004 FRAME & VENT CORNER LOOK 3551 FIBA ALUMINUM. 6063-76 ES AB REQ'D CM075.005 FRAME & VENT CORNER LOCK ADAPTOR. ALUMINUM. 606346 E6 AB REQ'0 0M075-006 ALUMINUM LOCK PLATE ALUMINUM. E7 4 FX075.003 GLAZING BEAD ALUMINUM. 6063-T6 E9 AS REQ'D FX075.001 INSTALLATION FRAME ADAPTOR ALUMINUM. 606346 E9 AS REQ'D 500V-010 SNAP COVER ALUMINUM. 606346 E10 AB REQ'D FX07S'004 GLAZING BEAD ALUMINUM. 606346 VINYLS V 1 AB REQb V-101 SQUARE VENIL TPE MELTPOINT. TPE DUROMETER 70 4/- 5 V2 AB RE4D V-108 TEAR VINYL FOR INSIDE VENT EPDM DUROMETER 65 4/. 5 V3 AS REDO V-060A FINDER OA9KET NEOPRENE V4 AB REQ'D V-104 FRAME FLAPPY WNIL EPOM DUROMETER 65 4/- 5 • • MISCELLANEOUS .—• 141 AS REQ'D DOW- 791 OR BIM SILICONE FOR ASSEMBLY M2 AS REQ'D DOW- 791 BLACK SILICONE FOR GLAZINO M3 A8 REQ'D 12206 SNUBBERS, ANTI BLOWOUT CLIP • M4 AB REQ'D 1/4' X I/O' X 4' LONG T.P.E. SETTING BLOCK, DURO 70 • 11 •i • M5 1 SR01.7500 51 I/O' SASH LIFT WHITE ■ • • F. 146 I P-055 PLASTIC CAM PLASTIC • • •••• • • SCREWS •• •• 91 2 / M3 /6 X 1/2' LG. FH. 8M8. 8T/8T •-•H-i• 82 9 / H3 IIt10 X 1/2' L0. PH. THREAD CUTTING POINT 'F' 8T/ST. • • 03 1 / M 18.32 X I' LG. FH. THREAD CUTTING POINT': ST/8T. • • 84 8 / E3 5/16' 0-18 X 1/2' LO. BET SOCKET HEAD SCREW 85 A9 REOD INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE • • • • • 86 2 / EB 10.32 X I/O L0. FH. MS BT/9T - HARDWARE H1 1 CR0115.XX HANDLE EXTERIOR H2 AB REQ'D 9102151217 HINGES RAPID 2T NON.CORROSION H3 2 ED0018 DOUBLE POINT MEETING LOCKING H4 AS REQ'D KT005 LOCK POINT NON-OENTER 6.5MM HEIGHT 4 SCREW ST/ST H5 1 KT00311 KIT ALUMINUM EXTERIOR OPENING H6 2 TR0018 ENO PLATE LOCK POINT ADJUSTABLE H7 2 35.09.00.10D 12' 4•9AR HINGE )ii‘\. PARAMOUNT •I.r Hrr 167111 START WOK IN WM; RUM Ile 006) n.owo PROJECT NAME: RCALUMINUM INDUSTRIES. INC SERIES CM075 ALUMINUM CASEMENT WINDOW LARGE MIME IMPACT RC ALUMINUM INDUSTRIES, INC. 2805 NW 75.4 AV[NDE MIAMI, FLORIDA 33122 T: 3135.592.1515 F: 305.592.1159 SHEET11RE: •• • 4114VATERIALS SIAM • a • PAEA,ecIt# • ¢ALPREPARED FOR: im:.c • DATE: DRAWN BY: • • •• nllu• • W' • • DRAWINO1tEVBK)N LOG N �•� •• ....• ..• • • • •••♦ • • • •• •� •••• • • • • • • • 4 • - • •••a •• •• • OW, 1 RODUCT REVISED es complying will' the Florida Building Acceptance N 03. gmi[6ti60Date 1..o!S ley {G 4.�,-- Uomi Dade Product Control . MU 11W‘P”INZIT. *yams vwZ[O..I,W DWG No. PCE2012-042.3 _ _ SNEET08 o1 04 V ruiiiXE nvJua 1.727 11 v1X1Q D/SILL/JA4D 656 — I.029 II 1 -»1.779 .062 GRAZE RIAD E3 UMW* L¢< VILE 2.1278 I065 .499 25 E8 DSIALLATIDI ERNIE ADAPTOR VENT CORNERS FRAME CORNERS • • PA MOON .R IITAtt11..R PADA.1 ;a30111 e.040 PROJECT NAME: RC ALUMINUMINDUSLRES. WC SERIES CMOIS ALUMINUM CASEMENT WINDOW LARGEMISSRE IMPACT RC ALUMINUM INDUSTRIES, I N C . 2E105 NW 7504 AVENUE MIAMI, FLORIDA 33122 Ti 305.592.1515 P: 305.592.1 159 SHEET ORE: • • ASSEMBLY l�1••• 4 • ••Yy • 1 Ail. n.T :044 0u Sya'' < • • • • 1 PREPARED le AlnaIF FOR: DATE: 1. DRAWN BY: • MOM.rrr •••••1 • • DRAWRlW REVISION 19G r>A • •'• A"`I• • • • 4 • • •i•�1 • • • • 1 •••••• ••••II • • •••• 1 .S:• • • •• • PRODUCT REVISED a complying With the Florida 3. ¢njnue 2% By—�i++..-P,,..r-_ Aioail Dodo Product ControTT� flnuTl Y14Ware(M (r g ,�., yt / / f ij nottantos DWG N0. PCE20 1 2-042.3 SHEET09 01 O9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 2970 NW 751h Avenue Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FX 345" Aluminum Window Wall System — S.M.I. APPROVAL DOCUMENT: Drawing No. W03-46, titled "Series "FX-345 Alum. Window Wall System (S.M.I.)", sheets 01 through 09 of 09, dated 06/21/03 with revision "K" dated 10/10/13, prep tired by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—D •de Coup. P educt Control Section Renewal stamp with the Notice of Acceptance number and Expirftigedate by /he Ivjiami— Dade County Product Control Section. . MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy MISSILE IMPACT RATING: Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's nam : or logo,. ttyi state, series, and following statement: "Miami —Dade County Product Control Approved;,•rirllp$s otherwise noted herein. ..•..• ••• th. REVISION of this NOA shall be considered after a renewal application has been:Alt; I'4nd there ltas been no change in the applicable building code negatively affecting the performance of tills product. • • • TERMINATION of this NOA will occur after the expiration date or if there has 11eetfa jevisiorl,g>; ghange in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an e3iu *s4ment 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 renews NOA No. 12-0410.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascou, P. E. MIAMI•DADE COUNTY APPROVED NOA No. 13-1112.09 Expiration Date: June 10, 2019 Approval Date: December 26, 2013 Page 1 • • • .• • • . . . RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-1110.01) 2. Drawing No. W03-46, titled "Series "FX-345 Alum. Window Wall System (S.M.I.)", sheets 01 through 09 of 09, dated 06/21/03 with revision "K" dated 10/10/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Safety Glazing Materials Used in Buildings, per American National Standard for ANSI Z-97.1 and (CPSC 16 CFR 1201) along with marked -up drawings and installation diagram of aluminum window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6101, dated 06/12/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under previous NOA No. 10-1110.01) 2. Test report on: 1) Safety Performance (Impact) per American National Standard for Safety GIazing‘Materials Used in Buildings, ANSI Z-9; 1 MSC 16 CFR 1201), : • along with marked -up and die drawings of aluminum window wail sistemip1Ieplafred by Fenestration Testing Laboratory, Inc., Test Report No. FTL;541Q,dated 07405/07, signed and sealed by Carlos S. Rionda, P. E. •.... .... • (Submitted'under previous NOA No. 07 0831.04) • • • • • • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . . . • . 2) Uniform Static Air Pressure Test, Loading der ET3C, TAS `2(i`f-94 3) Water Resistance Test, per FBC, TAS 20244 • : • 4) Small 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 aluminurfi• window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4612, dated 05/17/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05 1214.02) E-1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.09 Expiration Date: June 10, 2019 Approval Date: December 26, 2013 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Small 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 aluminum window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3478, dated 07/03/02, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 03-1023.02) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small 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 aluminum window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3719, dated 02/26/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0831.04) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile hnpact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • along with marked —up drawings and installation diagram :1:1f alyminutn window wall systems, prepared by Fenestration Testing Laboratory, •fr; I Test 2.4cifidit No. FTL-3713, dated 02/14/03, signed and sealed by Edmundo J. lAr pada, P.E. • (Submitted under previous NOA No. 04-0830.01) • • . • • • • • • 7. Test reports on: 1) Small Missile Impact Test per FBC, TAS 2oi •-94• • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TITS Q3-94 . • . ; along with marked —up drawings and installation diagram of •aluminum window wall systems, prepared by Hurricane Engineering & Testing: Int.,:Test Jepert No. HETI-01-1031, dated 06/11/01, revised on 08/06/03, signed and sealed W1 a'ae1 E • • • Droz—Seda, P. E. •• • ••••••. (Submitted under previous NOA No. 99-0204.07) • • • 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of aluminum window wall systems, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI—01-1189, dated 06/01/01, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 99-0204.07) , —'� 7.:�`' Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.09 Expiration Date: June 10, 2019 Approval Date: December 26, 2013 E-2 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by AI-Farooq Corporation, dated 04/15/11, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0410.24) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by Al-Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in bile Florida Department of State, Division of Corporation, Sunbiz document dated 10/1 t/13. • 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel 4•44 3.nfle- . Kozhaya, Mr. Henry F. Kronfle-Kozhaya, Mr. Raul Casares, Ivji; Zy$ebio PareSles and • • Ms. Nancy Vias. •....• . • .. • 4. Statement letter of complying with the Sales of Assets issued•by RC �A4arrimum• • Industries, Inc., dated 10/30/2013, signed by Raul Casares, Pres'iatfft.: • .' • • 5. Department of State Certification of RC HOME SHOWCAS;L,.MC. as a for profit • • St corporation, active and organized under the Iaws of the ate Qf Flg ida„ dated • 10/11/13 and signed by T. Carter, the Secretary of State. • 6. Department of State Certification of MANUHEN ENTERPRISES, (,LC o• HYnited• liability company, active and organized under the laws of the State of Morita, Plated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letter for Test Report No. FTL-6101, issued by Fenestration Testing Laboratory, Inc., dated 06/12/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under previous NOA No. 10-1110.01) 8. Proposals issued by Product Control, dated 06/06/08, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 09-0615.03) /�l j•. ram, Jaime D. G scan, P. E. Product Control Section Supervisor NOA No. 13-1112.09 Expiration Date: June 10,2019 Approval Date: December 26, 2013 E-3 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 9. Laboratory compliance letters for Test Reports No.'s FTL-3478, dated 07/03/02, FTL-3713, dated 02/14/03, FTL-3719, dated 02/26/03, FTL-4612, dated 05/17/05 and FTL-5320, dated 07/05/07, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E., Joseph C. Chan, P. E. and Carlos S. Rionda, P. E. (Submitted under previous NOA.'s No's. 03-1023.02, 04-0830.01, 04-0831.04, 05-1214.02 and 07-0813.09) 10. Laboratory compliance letters for Test Reports No.'s HETI-01-1189 and HETI-01-1031, issued by Hurricane Engineering & Testing, Inc., dated 06/01/01, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 99-0204.07) G. OTHERS 1. Notice of Acceptance No. 12-0410.24, issued to R.C. Aluminum Industries, Inc. for their Series "FX 345" Aluminum Window Wall System — S.M.I.", approved on 07/05/12 and expiring on 06/10/14. E---4 . • . . . . . .. . . . . • . . • . .... . . . . . . . . .• . . .. .. .. .. . •.. • • • • . • •.. .. • .... • • Jaime D. Ga eoh, P. E. Product Control Section Supervisor NOA No. 13-1112.09 Expiration Date: June 10,2019 Approval Date: December 26, 2013 1 FRAME/MULLION HEIGHT 6" MAX HEAD/SILL CORNERS TWO OR THREE ANCHORS AT JAMB_ SEE SHEET 6 '\ FOR CAPACITY 0 6 O I 3/8" SEE SHEETS 4 & 5 D.L. OPG. SEE SHEETS 4 & 5 D.L. OPG. SEE ��SHHE�EETS 1 1 2 & 3 I (,III SEE SHEETS 2 & 3 III) 1 1 I II) SEE SHEETS 4 & 5 0.l. OPG. I FOR JAMB ANCHORS JAMB SPACING & CAPACITY CORNERS I._ L 1 I 1 1 1 1 ;II — j /i _ STEEL REINFORCING AS REDO. � • // (h // / c. 0 IX 0 w in ,/ \ J 6" MAX. i, I/I I II I ,I 1 I 1 I- I F) --I- -___- TWO OR THREE ANCHORS AT JAMB SEE. SHEET 6 FOR CAPACITY CORNERS FX-345 ALUM. WINDOW WALL SYSTEM (S.M.I.) THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT REQUIRED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF' THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 10 MAX. TYP. TWO OR THREE ANCHORS AT HEAD/SILL AT EACH SIDE OF MULLION SEE SHEET 6 FOR CAPACITY TYPICAL ELEVATION INSTRUCTIONS' USF. CHARTS AS FOLLOWS. • • • • • • • 9/Hp 4TERMWF•DESIGN WINO LOAD REQUIREMENT BASED • Grl %OD VELOCITY, BLDG. HEIGHT, Y/IND ZONE • • • •• • • •• • • • • 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. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. •• • • • • •• • • • lCIN(•APPLICABLE ASCE 7 STANDARD. ST=P •�E CHmtT$ ON SHEETS 2 AND 3 FOR DESIGN LOAD • • Agin OF DESIRED GLASS SIZE. STEP CHECK MULUON CAPACITY FOR A GWEN SPACING AND HEIGHT USING CHARTS ON SHEETS 4 & 5 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. • • • • • • • •� c4y 4 ¶CH N SHEET 6 SELECT ANCHOR OPTION ESIGMRATING MORE THAN DESIGN LOAD SPECIFIED • • • •P 1 �OVE. • • • • • • •• • • • • • op 5 FOR CAPACI*S4F JAMBS WITH ANCHORS OPTION SEE CHAT ON 1PIEET 8. STEP f THE LOWEST VALUE RESULTING FROM STEPS 2, 3, 4 AND 5 SHALL APPLY TO ENTIRE SYSTEM. 1 3/8" SEE SHEETS 4 & 5 D.L. OPG. SEE SHEETS 2 & 3 SEE SHEETS 4 & 5 __. O.L. OPG. SEE SHEETS 2 & 3 _L_ 1 ___ 1 I I I 60 ?GP — yy . u, I I I I'all III) 6" MAX. HEAD/SILL CORNERS PRODUCT RENEWED us complying with the Florida Building Cad° Acccplonco No • B,>aT1oP"bate -�r0 20 n41ewLD PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS SMALL, MISSILE IMPACT Eng.: JAVAD AHMAO CML FLA PE / 70592 C.A.N. 35.46 W ni N 0 co Q M `0_ u FAX. (786) 464-1582 G 6 '0 o u8 8 vo GLASS TYPE C ADDED REV. PER BCCO CO UPDATED TO 2010 {'BC 1 S drawing no. W03-46 sheet I of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 3235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8300 FAX. (305) 262-6978 GLASS LOAD CAPACITY - PSP GLASS LOAD CAPACITY - PSP GLASS LOAD CAPACITY - PSP CLASS LOAD CAPACITY - PSF NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE '13' GLASS TYPE 'C' NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' NOMIINAL DIMS GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' NOMINAL. DIMS GLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'C' D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) TNT.(-) EXT.(+) TNT.(-) EXT.(+) INT.(-) D.1.0. WIDTH D.L.O. HEIGHT EXT.(+) TNT.(-) EXT.(4) INT.(-) EXT.(+) • TNT.(-) 01.0. WIDTH D.L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) D.1.0. WIDTH D.L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) TNT.(-) EXT.(+) INT.(-) 24' 143.0 105.0 101.0 24' 143.0 105.0 101.0 24' 143.0 105.0 101.0 24' 143.0 105.0 101.0 27' 143.0 105.0 101.0 27' 143.0 105.0 101.0 27' 143.0 105.0 101.0 27' 143.0 105.0 101.0 30' 14J.0 105.0 101.0 30' 143.0 105.0 101.0 30' 143.0 105.0 101.0 30' 143.0 105.0 101.0 33' 143.0 105.0 101.0 33' 143.0 105.0 101.0 33' 143.0 105.0 101.0 • 33' 143.0 105.0 101.0 36' 143.0 105.0 101.0 36' 143.0 105.0 101.0 36' 143.0 105.0 101.0 36' 143.0 105.0 101.0 39' 143.0 105.0 101.0 39' 143.0 105.0 101.0 39' 143.0 105.0 101.0 39' 143.0 105.0 101.0 42' 143.0 105.0 101.0 42' 143.0 105.0 101.0 42' 143.0 105.0 101.0 42' 143.0 105.0 101.0 45' 60' 143.0 105.0 101.0 45' 143.0 105.0 101.0 45' 78' 143.0 105.0 101.0 45' 87• 101.0 105.0 101.0 48' 143.0 105.0 101.0 48- 69" 143.0 105.0 101.0 48" 143.0 105.0 101.0 48' 101.0 105.0 101.0 51' 143.0 105.0 101.0 51' 143.0 105.0 101.0 51' 101.0 105.0 101.0 51' 101.0 105.0 101.0 54' 143.0 105.0 101.0 54" 143.0 105.0 101.0 54' 101.0 105.0 101.0 54" 101.0 105.0 101.0 57' 143.0 105.0 101.0 57' 101.0 105.0 101.0 57' 101.0 105.0 101.0 57' 101.0 105.0 101.0 60' 143.0 105.0 101.0 60' 101.0 105.0 101.0 60" 101.0 105.0 101.0 60' 101.0 0 X 63' 143.0 105.0 101.0 63' 101.0 105.0 101.0 63' 101.0 105.0 101.0 63' 101.0 X X 66' 101.0 105.0 101.0 66' 101.0 105.0 101.0 66' 101.0 X X 66' 101.0 X X 11FX-345 ALUM. WINDOW WALL ST5IEM RC HOME SHOWCASE I2970 N.W. 75TH AVENUE • iMIAMI, FL. 33122 V TEL (305) 392-6214 FAX. (786) 464-1582 69' 101.0 105.0 101.0 69' 101.0 105.0 101.0 69' 101.0 X X 69' 101.0 X X 72' 101.0 105.0 101.0 72' 101.0 105.0 101.0 72' 101.0 0 X 24' 143.0 105.0 101.0 24' 143.0 105.0 101.0 24' 143.0 105.0 101.0 24' 143.0 105.0 101.0 27' 143.0 105.0 101.0 27' 143.0 105.0 101.0 27' 143.0 105.0 101.0 27" 143.0 105.0 101.0 30" 143.0 105.0 101.0 30' 143.0 105.0 101.0 30' 143.0 105.0 101.0 30' 143.0 105.0 101.0 33" 143.0 105.0 101.0 33' 143.0 105.0 101.0 33' ' 143.0 105.0 101.0 33' 143.0 105.0 101.0 36' 143.0 105.0 101.0 36' 143.0 105.0 101.0 36" 143.0 105.0 101.0 36' 143.0 105.0 101.0 39' 143.0 105.0 101.0 39" 143.0 105.0 101.0 39' 143.0 105.0 101.0 39' 143.0 105.0 101.0 42' 143.0 105.0 101.0 42" 143.0 105.0 101.0 42' 143.0 105.0 101.0 42' 143.0 105.0 101.0 45" 90, 101.0 105.0 101.0 45' 63, 143.0 105.0 101.0 45" 72. 143.0 105.0 101.0 45' 81" 143.0 105.0 101.0 48" 101.0 105.0 101.0 48' 143.0 105.0 101.0 48' 143.0 105.0 101.0 48" 101.0 105.0 101.0 51' 101.0 105.0 101.0 51' 143.0 105.0 101.0 51' .143.0 105.0 101.0 51' 101.0 105.0 101.0 54" 101.0 105.0 101.0 54' 143.0 105.0 101.0 54' 101.0 105.0 101.0 54' 101.0 105.0. 101.0 57' 101.0 X X 57' 143.0 105.0 101.0 57' 101.0 105.0 101.0 57' 101.0 105.0 101.0 60' 101.0 X 60" 143.0 105.0 101.0 60' 101.0 105.0 101.0 60' 101.0 105.0 101.0 63" 101.0 X X 63' 101.0 105.0 101.0 63' 101.0 105.0 101.0 63- 101.0 X X 66" 101.0 X X ](revisions: ) noldatb desc2otion NO CHANCE THIS SHEET GLASS TYPE C ADDED NO CHANGE THIS SHEET N0 CHANCE TMS SHEET n 66' 101.0 105.0 101.0 66' 101.0 105.0 101.0 66" 101.0 X X 69' 101.0 105.0 101.0 69' 101.0 105.0 101.0 69" 101.0 X X D.L.O. D.L.O. 72" 101.0 105.0 101.0 72' 101.0 X X 72' 101.0 X % WIDTH WIDTH 24' 143.0 105.0 101.0 24" 143.0 105.0 101.0 27' 143.0 105.0 101.0 27" 143.0 105.0 101.0 24' 27' 143.0 143.0 105.0 105.0 101.0 101.0 ,i D.LO. 30' 143.0 105.0 101.0 30' 143.0 105.0 101.0 30' 143.0 105.0 101.0 i" 33' 143.0 105.0 101.0 33' 143.0 105.0 101.0 33" 143.0 105.0 101.0 36' 143.0 105.0 101.0 36' 143.0 105.0 101.0 36' 143.0 105.0 101.0 39' 143.0 105.0 101.0 39' 143.0 105.0 101.0 39' 143.0 105.0 101.0 of ' 42' 143.0 105.0 101.0 42' 43.0 105.0 10 0 143.0 105.0 _ u .9 s o h -n o o 45' 143.0 105.0 101.0 45' • • • • •-- 41143.* "• • 01054P -�• • IO.O • • • 45' 84' 113.0 105.0 101.0 101.0 PRODUCT RENEWED 16e Florida 48' 88" 143.0 105.0 101.0 48' • 75' 143.0 •105t • I0!0 ' • 48" 101.0 105.0 101.0 Py complyingriW Building ;o� 13 ' C do 0 ���///jjj d J U 51" 143.0 105.0 101.0 51" • • 8 • • 443.� • • •105� •--•-• • 10 i0 • • • �' 101.0 105.0 101.0 V,l 0y A J z 54" 143.0 105.0 101.0 54' • • • E /01.0 1 •105.0 • Iota 4 • • 54' 101.0 105.0 101.0 �rr'P�'c��� ! / ` 1 I ''' 1' r-- , 5T I43.0 105.0 101.0 F 2'e2. CC u-J� 57" 101.0 105.0 101.0 5T 101.0 105.0 101.0 wn-do P,ndaa Control MTrmrDeu 60" 101.0 105.0 101.0 60' 101.0 105.0 101.0 60' 101.0 105.0 101.0 Engr. AMA() AHMAD 63' 101.0 105.0 101.0 63' • • • • 101.0 6 105.0• 101.0 • • • Gj•• 101.0 X X FIA. PEE 66" 101.0 105.0 101.0 66' • • • 101.4 •l OSE • 101.0 • 66• 101.0 X X 1, /,70592 C.A.N. 3538• 69' 101.0 105.0 101.0 69" • • • j• X• •• 4 • • 69". 101.0 X % 72' 101.0 105.0 101.0 72' • • • 101.5 X• • X • • • • drawing no. I W03-46 • • • • • • • • NOT': GLASS CAPACITIES ON THIS SHEET ARE _ BASED ON ASTM E1300-09 (3 SEC. GUSTS). `_, ;'Wri.1 ;! 11 j ;; Csheet 2 of 9 ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • GLASS LOAD CAPACITY -PSP GLASS LOAD CAPACITY -PSP GLASS LOAD CAPACITY - FSF 0.1.0. U� fig '. p- < NOMINAL DIETS GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH WIDTH VlIOTH NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE 'D' GLASS TYPE 'C' NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE. 'B' GLASS TYPE. 'C' 01.0. WIDTH D.L.O. HOCK EXT.(4-) INT.(-) EXT.(4-)EXT.(+) INT.(-) INT.(-) HEIGHT AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648300 FAX. (305) 282697E 9n �w o 0.1.0. WIDTH D.L.O. HEIGHT EXT.(4) INT.(-) EXT.(+) INT.(-) EXT.(4-) INT.(-) D.L.O. WIDTH D.LO. HEIGHT EXT,(+) IN1.(-) EXT.(4) INT.(-) EXT.(4) INT.(-) 24" 143.0 105.0 101.0 24' 143.0 105.0 101.0 24' 143.0 105.0 101.0 oo t 27' 143.0 105.0 101.0 27' 143.0 105.0 101.0 27" 143.0 105.0 101.0 ff# 30' 143.0 105.0 101.0 30' 143.0 105.0 101.0 30' 143.0 105.0 101.0 T. 33' 143.0 105.0 101.0 33' 143.0 105.0 101.0 33' 101.0 105.0 101.0 d J 36' 143.0 105.0 101.0 36" 143.0 105.0 101.0 36' 101.0 105.0 101.0 a ! / 39' 120" 101.0 105.0 101.0 39' 143.0 105.0 101.0 39' 105' 101.0 105.0 101.0 42' 101.0 105.0 101.0 42' 101.0 105.0 101.0 42' 101.0 X 101.0 0 45' 93' 101.0 105.0 101.0 45" 101.0 105.0 101.0 45' 101.0 X X 6 2 48' 101.0 105.0 101.0 48" 101.0 105.0 101.0 48' 101.0 X X 51' 101.0 105.0 101.0 Si" 101.0 X X , i 1/4' ' m yyN HEAT .060" WPONT \l/HEAT -il I STRN. GLASS INTERLAYER BUTACITE PVB STRN. GLASS _ __ 0 54' 101.0 105.0 101.0 54" 101.0 X X 57' 101.0 X X 57" 101.0 X X 60' 101.0 X X 24" 143.0 105.0 101.0 63' 101.0 0 X 27' 143.0 105.0 101.0 C. 24' 143.0 105.0 101.0 30' 143.0 105.0 101.0 {FX-345 ALUM. WINDOW WALL SYSTEM RC HOME SHOWCASE 2970 N.W. 75TH AVENUE MIAMI, FL. 33122 TEL (305) 392-6214 FAX. (786) 464-1582 27' 143.0 105.0 101.0 33' 143.0 105.0 I01.0 30' 143.0 105.0 101.0 36' 101.0 105.0 101.0 33' 143.0 105.0 101.0 39- 108' 101.0 105.0 101.0 36' 143.0 105.0 101.0 42' '101.0 105.0 101.0 39' 96' 143.0 105.0 101.0 45' 101.0 105.0 101.0 42' 101.0 105.0 101.0 48" 101.0 X X ��~� 'tr,--- 1/4" HEAT STRN. GLASS 45' 101.0 I05.0 101.0 51' 101.0 X X 4B' 101.0 105.0 101.0 54' 101.0 X % OP I 1 I GLASS �2 TYPE 'A' ¢ ? a .035" INTERLAYER SENTRYCLAS BY DUPONT' 1/4" TEMP. CLASS 51' 101.0 105.0 101.0 24' 143.0 105.0 101.0 54' 101.0 X x 27' 143.0 105.0 101.0 57' 101.0 X X 30' 143.0 105.0 101.0 60' 101.0 X X 33" 143.0 105.0 101.0 24" 143.0 105,0 101.0 36' 101.0 105.0 101.0 1/4" DUPONT HEAT 060" " Z STRN. GLASS ` INIERLAYER BUTACITE PVD m w m N i 27' 143.0 105.0 101.0 39" 1I1' 101.0 105.0 101.0 30' 143.0 105.0 101.0 42' 101.0 105.0 101.0 33' 143.0 105.0 101.0 45" 101.0 105.0 101.0 i NO CHANGE THIS SHEET -. CUSS TYPE C ADDED REV. PER 9CCO COMMENTS UPDATED TO 2010 G0C MMNE. NAME REV. 36' 143.0 105.0 101.0 48' 101.0 - X % 39' 99' 10.0 105.0 101.0 51' 101.0 --- X X 1/4" TEMP. GLASS -_P1 4 1 � 42' 101.0 105.0 101.0 54' 101.0 X X 45' 101.0 105.0 101.0 24' 143.0 105.0 101.0 z. \ - F m 11 I __ 0 `� ; O ,, I GLASS TYPE 'C' 48' 101.0 105.0 101.0 27' 143.0 105.0 101.0 51' 101.0 105.0 101.0 30' 143.0 105.0 101.0 54' 101.0 X % J}' 143.0 105.0 101.0 57' 101.0 % X 36' 101.0 105.0 101.0 60' 101.0 X X M„" 39' 114" 101.0 105.0 101.0 • • ~ ��� 1 PRODUCT RI.NL>1VEU ns can11ly41g wiO1111e FWrid4 24' 143.0 105.0 101.0 42" 101.0 105.0 101.0I N�$'r > YYCCII �� __�© 27' 143.0 105.0 101.0 45' • • • • • •--.- CIO• • •-•-• • X• • X• • • • 0 p ❑wilding Gldc �1 �1 O tgo 1 1 30' 143.0 105.0 101.0 48' • b1.0 •• X• • ),• • • - CI Aeca Iola - OO - i�n).h +/ 33' 143.0 105.0 101.0 51" • •OLD •• X• • I 0 S r-- 4 ."= � Ax 36' 143.0 105.0 101.0 24' • • • 1• 043.0 • M05.0 • 10110 • • • j -sL4c�,�sw�� Mf6DdUeoP934utCbuhul 1 39' 102' 101.0 105.0 101.0 27' 143.0 105.0 101.0 GLASS TYPE 'B' Engr: JAVAD AHLUD CN 42' 101.0 _ 105.0 101.0 30' 143.0 105.0 101.0 • • • • • GLAZING OPTIONS FLA. PE f 70592 C.A.N. 353g 45" 101.0 105.0 101.0 33' • • • • 143.0 •105.0 • • 101.0 48' 101.0 105.0 101.0 36' • • • 101.d Mos• • 101.0 � � • • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). % � `.... � ", �..' . j.; i 51' I01.0 % X 39' ••• 11Y• lOLCT• 105: �0i0 54" 101.0 X X 42' • • • 101.0i 1050 • 101.0 (droving no. l WO3-46 57' 101.0 X X 45' • • • 10T•� 48' 101.o x X 51" 101.0 x x (sheet 3 of _,9i • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITHOUT INTERMEOUTE HORIZONTALS NOMINAL DIMS WIDTH (W) FRAME HEIGHT JAMB TYPE 'JI' JAMB TYPE '12' MULL TYPE 'MI' EXT.(+) & INT.(-) EXT.(+) & INT.(-) EXT.(+) & INT.(-) MULL TYPE '612' MULL TYPE 'M3' EXT.( & INT.( EXT (+) & INT.(-) NOMINAL DIMS. WIDTH (W) FRAME HEGHT JAMB TYPE 'JC EXT.(+) & INT.(-) JAMB TYPE 'J2' EXT.(+) & INT.(-) MULL TYPE '611' EXT.(+) & INT.(-) MULL TYPE 'M2' EXT.(+) & INT.(-) MULL TYPE 'M3' EXT.(4) & INT.(-) 30' 36' 42' 48' 54' 60' 66" 72' 60' 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 30' 36' 42- 48- 54' 60' 66' 102' 130.0 130.0 130.0 101.0 101.0 101.0 120.0 110.2 95.9 130.0 130.0 130.0 130.0 130.0 130.0 120.0 101.0 85.5 105.0 105.0 120.0 101.0 105.0 105.0 112.8 105.4 130.0 120.0 120.0 130.0 130.0 30' 36' 42' 48' 54" 60' 66' 72' 66' 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 130.0 130.0 130.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 130.0 130.0 130.0 130.0 130.0 130.0 120.0 130.0 130.0 120.0 120.0 120.0 120.0 120.0 30' 36' 42' 48' 54' 60' 66' 72' 72' 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 30' 36" 42' 48' 54' 60' 30' 36' 42' 48' 54' 60' 108' 114' 130.0 101.0 111.9 130.0 130.0 130.0 101.0 94.5 130.0 130.0 130.0 101.0 82.4 122.2 122,2 118.7 101.0 73.5 105.0 105.0 107.5 101.0 81.0 98.8 130.0 101.0 94.8 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 36' 42' 48' 54' 120' 130.0 118.8 105.4 95.3 87.4 130.0 101.0 01.0 101.0 80.0 119.0 119.0 69.6 103.6 103.6 62.0 92.2 101.0 116.6 101.3 101.0 101.0 101.0 81.1 120.7 120,7 68.3 59.3 90.0 101.0 101.7 88.3 78.5 101.7 101.0 101.0 81.5 30' 36' 42' 48' 54' 6O' 66" 72' 78' 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 30' 36' 42" 48' 54' 126' 119.3 100.0 69.9 04.0 104.0 100.4 100.0 58.8 87.5 87.5 87.1 77.3 69.8 100.0 51.0 75.9 81.0 81.0 130.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 130.0 120.0 105.0 130.0 120.0 105.0 30' 36' 42" 48' 54' 60" 66- 72' 84' 130.0 130.0 130.0 130.0 130.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.2 110.4 130.0 130.0 130.0 130.0 130.0 116.2 110.4 30.0 130.0 130.0 130.0 130.0 116.2 110.4 120.0 120.0 30' 36' 42' 48' 54' 60' 66' 72' 30' 36' 42' 48' 54' GO' 66' 72' 90' 96' 130.0 101.0 120.0 130.0 130.0 130.0 101.0 120.0 130.0 130.0 130.0 101.0 120.0 ' • 130.0 101.0 114.E . 130: • • • -•-•-•-• 120.0 101.0 104.8 , 1�6* • • • 10F•0 • • 9 120.0 120.0 120.0 130.0 130.0 130.0 30' 36' 42' 48' 132- 103.6 87.1 75.5 100.0 100.0 93.1 60.7 51.0 44.2 90.3 90.3 75.9 81.0 65.8 81.0 66.9 •IJJO• • • 160.0 • 1 • • .- • 131r0 • ► -•- • 101.0 97.5 • 105% • • • 10110 • •-• •-•-•---0 •-•-•- • o • 81.0 - 120.0 130.0 120.0 • • • •130.0 • 130.0 • :10 130.0 101.0 98.5 • • • 130• • • 13gl0 • 120.0 101.0 89.7 • • 0105.0 • • 10ft • • •-•-'---• --•-• • • • 120.0 101.0 - 105.0 I05.0 120.0 - - - - 116.1 101.0 101.0 101.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 00111 • • • • • • • • • • • PIOODU ns c0mi 1) Building A;ceplm, Miami D /r JAM YPE_JLH5 TB TYPE 'JlTYPp, 'Jl' JAMB TYPE 'J2' NULL TYPE '611' MULL TYPE '12' MULLyyyL_' y,1E 'N3 RENIjWED 1g wiW,Ihe Florida de. No Dala ucl CoNC01 WIDTH (W) = W1 AT FRAME JAMB s 0 WIDTH (W) = w2 + W3 AT FRAME MULLION 2 Engr. JAVAD AHMAD CAL FLA. PE / 70592 CA.N. 3538 G U 4) 15 O. 6 S V w I o ' 1 drawing no. W03-46 (sheet4of 9 {� jf• ^u f( STORE \W03-46RC )J JAMB h MULLION DESIGN LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB TYPE 'll' JAMB TYPE 'J2' MULL TYPE 'Ml' MULL TYPE In' MULL TYPE 'M3' NOMINAL DIMS. JAMB TYPE '11' JAMB TYPE '12' MULL TYPE 'Ml' MULL TYPE 'Me MULL TYPE 'MT`Y AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264.8100 FAX (305) 262.6918 j MOM (W) FRAME HEIGHT EXT.(+) & INT.(-) EXT.(+) & INT.(-) EXT.(+) & INT.(-) EXT.(+) & INT.(-) EXT.(+) & INT.(-) W10TH (W) FRANE HEIGHT EXT.(+) & INT.(-) EXT.(+) & INT.(-) EXT.(+) & INT.(-) EXT.(+) & INT.(-) EXT.(+) & INT.(-) 30' 130.0 120.0 120.0 130.0 130.0 30" 130.0 101.0 120.0 130.0 130.0 36' 130.0 120.0 120.0 130.0 130.0 36' 130.0 101.0 105.7 130.0 130.0 42' 130.0 120.0 120.0 130.0 130.0 42" 130.0 101.0 90.6 130.0 130.0 48' 130.0 120.0 120.0 130.0 130.0 48" 102' 120.0 101.0 79.3 105.0 105.0 54' 60' 130.0 120.0 120.0 I30.0 130.0 54" 111.1 101.0 70.5 101.3 101.3 60' 130.0 120.0 120.0 130.0 130.0 60" 100.0 - - - - 66' 130.0 120.0 120.0 130.0 130.0 66" 90.9 - - - - 72' 130.0 120.0 120.0 I30.0 130.0 30' 130.0 101.0 108.7 130.0 130.0 30' 130.0 120.0 120.0 I30.0 130.0 36' 130.0 101.0 90.6 130.0 130.0 36' 130.0 120.0 120.0 130.0 130.0 42' 127.0 101.0 77.7 115.6 115.6 42' 130.0 120.0 120.0 130.0 130.0 48• 108 111.1 101.0 68.0 101.1 101.1 48" 130.0 120.0 120.0 130.0 130.0 54' 98.8 - - - 81.0 54" 66, 130.0 120.0 120.0 130.0 130.0 60" 88.9 - - - - 60' 130.0 120.0 120.0 130.0 130.0 30' 130.0 101.0 92.4 130.0 130.0 66" 130.0 120.0 120.0 130.0 130.0 36' 130.0 101.0 77.0 114.6 114.6 �FX-345 ALUM. WINDOW WALL SYSTEM RC HOME SHOWCASE 2970 N.W. 75TH AVENUE MIAMI, I L. 33122 TEL (305) 392-6214 FAX. (786) 464-1582 ) 72" 120.0 120.0 120.0 120.0 120.0 42' 112.7 101.0 66.0 98.2 101.0 30" 130.0 120.0 120.0 130.0 130.0 48' 114' 98.6 101.0 57.8 86.0 101.0 36' 130.0 120.0 120.0 130.0 130.0 54' 87.7 - - - - 42' 130.0 120.0 120.0 130.0 130.0 60' 78.9 - - - - 48' 130.0 120.0 120.0 130.0 130.0 30' 130.0 101.0 79.3 117.9 117.9 54' 72, 130.0 120.0 120.0 I30.0 130.0 36' 117.8 101.0 66.1 98.3 101.0 60' 130.0 120.0 120.0 130.0 130.0 42' I20' 96.6 101.0 56.6 84.2 101.0 66' 120.0 120.0 120.0 120.0 . 120.0 48' 84.6 101.0 - 73.7 97.9 72' 120.0 120.0 112.0 112.0 112.0 54' 75.2 - - - - 30" 130.0 120.0 120.0 130.0 130.0 30' 116.9 100.0 68.5 101.9 101.9 36' 130.0 120.0 120.0 130.0 130.0 36" 97.4 100.0 57.1 84.9 84.9 42' 130.0 120.0 120.0 130.0 130.0 42' 126' 83.5 100.0 48.9 72.8 81.0 48' 130.0 120.0 120.0 130.0 130.0 48' 73.1 - - - 81.0 54' 78, 130.0 120.0 120.0 130.0 130.0 54' 64.9 - - - - 60' 130.0 120.0 113.2 130.0 130.0 30' 101.7 100.0 59.6 88.6 88.6 66' 120.0 120.0 102.9 105.0 105.0 36' 84.7 100.0 49.6 73.8 81.0 72' 120.0 120.0 - 105.0 105.0 42' 132" 72.6 89.6 42.5 63.3 81.0 1 1 30' 130.0 120.0 120.0 130.0 130.0 48' 63,5 - - - - 4 u / ND CRINGE 1115 SHEET CHART REVISED__ INC CHANCE T)15 SHEET -� G 1^ c u s $ 36' 130.0 120.0" 120.0 130.0 130.0 42' 130.0 120.0 120.0 130.0 130.0 48' 130.0 120.0 120.0 130.0 130.0 54' 84 130.0 120.0 107.3 130.0 I30.0 / / / 60' 120.0 120.0 96.5 105.0 105.0 66' 120.0 120.0 87.8 105.0 105.0 J 72' - 120.0 120.0 - - - � � 30' 130.0 101.0 120.0 130.0 130.0 INTERMEDIATE ' __.." 1 �, ,a 36' 130.0 101.0 120.0 130.0 130.0 _ HORIZONTALS 'J1' '72' 'MI' 'M2' 42' I30.0 101.0 118.9 • • 4>t �,• • • 1�0.0 • • • • JAMB TYPE ;AND TYPE MULL TYPE MULL TYPE MULL TYPE M3 • c o No$�Q� o g o o g. r' n - o _ 48' IJo.O IOL0 • 104.0 • ��. 130.� .•-•1'�� .. •• •• •• ��I�i� 54' 90 120.0 101.0 92.4 1 Io�i.*• • • •1p05.0 • • • PROD ` x -. y 60' 120.0 101.0 83.2 • • If • •• 1.5� •i ( T -Ih hteFl the Florida 1I 0 a _ ., o_ 1 66' 117.6 - •1- - ••5i •• - • 81.0 •%• i Dw1Jir Co9c O^_1-1 IF 72' 107.8 - - - _ Accept j-i%yi� cc fro n�i: Y• i7����J�• Enyr: JAVAO AHMAO 30' 130.0 101.0 120.0 130.0 130.0 I /- . • CML 36' 130.0 101.0 120.0 • • • •130.0 • 1.0.0 •I • • • • J;Y_� Niir.nH �,11e V• Hcl Control FLA PE j 70592 CAN. 3538 42' IJ0.0 101.0 'al{ • • 130.0 • �13051 • • 48' 130.0 101.0' 90.5 • • • 128• • •128f • � WIDTH c=� drawing no. W03-46 54' 96' 120.0 101.0 80.4 • ` • O• •105 • • • (W) = W1 'Ji W2 W3 • AT FRAME JAMB = 60' 113.3 101.0 • • - • • • 102.9 • • 102.9 .-! 66" 103.0 - - - WIDTH (w) _ --wz + wa --- I r17,! ,;1 ,.... 72' 94.4 - - - - 2 AT FRAME MULLION (hee( 5 of 9 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • AL-FAROOQ CORPORATION I a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2648100 FAX. (305) 2626978 STORE \W03-46RC), ANCHOR DESIGN LOAD CAPACITY - PSP ANCHOR DESIGN LOAD CAPACITY - PSP 2 ANCHORS • EACH SIDE OF JAMB 0R MULL 3 ANCHORS 0 EACH SIDE OF JAMB 0R HULL 2 ANCHORS • EACH SIDE OF JAMB OR MULL 3 ANCHORS 0 EACH SIDE OF JAMB 0R HULL 3/8" MAX. SHIM SPACE 5/6" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 5/8" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 6/8' MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 5/8" MAX. 611161 SPACE NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' NOMINAL DIMS. TYPE 'A' TYPE '0' TYPE 'A' TYPE 'D' TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' WIDTH (91) FRAME HEIGHT EXT. (+) INT. (-) EXT. (4) INT. (-) EXT. (+) WT. (-) EXT. (4) IM. (-) EXT. (4) WT. (-) EXT. (4) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH (W) FRANE 62047 EXT. (4) INT. (-) EXT. (+) INT. (-) EXT. (+) IN1. (-) EXT. (4) INT. (-) EXT.(-3) INT. (-) EXT. (4) INT. (-) EXT. (4) INT. (-) EXT. (4) INT. (-) 30' 130.0 130.0 130.0 112.8 130.0 130.0 130.0 130.0 30' 130.0 95.9 120-8 66.4 130.0 130.0 130.0 99.5 36" 130.0 130.0 130.0 94.0 130.0 130.0 '130.0 130.0 36' 130.0 79.9 100,E 553 130.0 119.9 130.0 82.9 42- 130.0 116.5 130.0 80.6 130.0 130.0 130.0 120.8 42' 102' 124.8 68.5 86.3 47.4 130.0 102.8 129.3 71.1 48' 60' 130.0 101.9 128.3 70.5 130.0 130.0 130.0 105.7 48' 109.2 59.9 75.5 41.5 130.0 89.9 113.2 62.2 54' 130.0 90.6 114.0 62.7 130.0 130.0 130.0 94.0 54' 97.1 53.3 67.1 36.9 130.0 79.9 100.6 55.3 60' 130.0 81.5 102.6 56.4 130.0 122.3 130.0 84.6 60' 87.4 48.0 60.4 33.2 1J0.0 72.0 90.5 49.7 66' 130.0 74.1 93.3 51.3 130.0 111.2 130.0 76.9 66' 79.4 43.6 54.9 30.2 _ 119.1 65.4 82.3 45.2 72" 123.8 67.9 85.5 47.0 130.0 101.9 128.3 70.5 30" 130.0 90.6 114.0 62.7 130.0 130.0 130.0 94.0 30' 130.0 130.0 130.0 102.5 130.0 130.0 130.0 130.0 36' 130.0 75.5 95.0 52.2 130.0 113.3 130.0 78.3 36' 130.0 123.5 130.0 85.5 130.0 130.0 130.0 128.1 42' 108' 117.9 64.7 81.5 44.8 130.0 97.1 122.2 67.1 42' 130.0 105.9 130.0 73.2 130.0 130.0 130.0 109.8 48' 103.2 56.6 71.3 39.2 130.0 84.9 106.9 58.7 48' 66' 130.0 92.6 118.6 64.1 130.0 130.0 130.0 96.1 54' 91.7 50.3 63.4 34.8 130.0 75.5 95.0 52.2 54" 130.0 82.3 103.7 57.0 130.0 123.6 130.0 85.4 60' 82.5 45.3 57.0 31.3 123.8 68.0 85.5 47.0 60' 130.0 74.1 93.3 51.3 130.0 111.2 130.0 76.9 30' 130.0 85.8 108.0 59.4 130.0 128.8 130.0 89.0 I 66' 122.8 67.4 84.8 46.6 130.0 101.1 127.2 69.9 36' 130.0 71.5 90.0 49.5 130.0 107.3 130.0 74.2 n X-345 ALUM. W:N00W WALL SYSTEM (S.M.I.).1 RC HOME SHOWCASE l 2970 N.W. 7STH AVENUE MIAMI, =L. 33122 TEL (305) 392-6214 FAX. (786) 464-1582) 72' 112.5 61.8 77.8 42.7 130.0 92.7 116.6 64.1 42' 114' 111.7 61.3 77.2 42.4 130.0 92.0 115.7 63.6 30' 130.0 130.0 130.0 94.0 130.0 130.0 130.0 130.0 48' 97.7 53.6 67.5 37.1 130.0 80.5 101.3 55.6 36' 130.0 113.2 130.0 78.3 130.0 130.0 130.0 117.4 54' 86.9 47.7 60.0 33.0 130.0 71.5 90.0 49.5 42' 130.0 97.0 122.2 67.1 130.0 130.0 130.0 100.7 60' 78.2 42.9 54.0 29.7 117.3 64.4 81.0 44.5 48' 72' 130.0 84.9 106.9 58.8 130.0 127.4 130.0 88.1 30' 130.0 81.5 102.6 56.4 130.0 122.3 130.0 84.6 54' 130.0 75.5 95.0 52.2 130.0 113.3 130.0 78.3 36' 123.8 67.9 85.5 47.0 130.0 101.9 128.3 70.5 60' 123.8 67.9 85.5 47.0 130.0 101.9 128.3 70.5 42' 120' 106.1 58.2 73.3 40.3 130.0 87.4 109.9 60.4 66' 112.5 61.8 77.8 42.7 130.0 92.7 116.6 64.1 48' 92.9 51.0 64.2 35.3 130.0 76.5 96.2 52.9 72' 103.2 56.6 71.3 39.2 130.0 84.9 106.9 58.7 54' 82.5 45.3 57.0 31.3 123.8 68.0 85.5 47.0 30' 130.0 125.4 130.0 86.8 130.0 130.0 130.0 130.0 30' 130.0 77.6 97.8 53.7 130.0 116.5 130.0 80.5 36' 130.0 104.5 130.0 72.3 130.0 130.0 130.0 108.4 36' 126' 117.9- 64.7 81.5 44.8 130.0 97.1 122.2 67.1 42" 130.0 89.6 112.E 62.0 130.0 130.0 130.0 92.9 42' 101.1 55.5 69.8 38.4 130.0 83.2 104.7 57.5 48' 70' 130.0 78.4 98.7 54.2 130.0 117.6 130.0 81.3 48' 88.4 48.5 61.1 33.6 130.0 72.8 91.6 50.3 54- 127.0 69.7 87.7 48.2 130.0 104.5 130.0 72.3 54' 78.6 43.1 54.3 29.8 117.9 64.7 81.4 44.7 60' 114.3 62.7 79.0 43.4 130.0 94.1 118.4 65.0 30' 130.0 74.1 93.3 51.3 130.0 111.2 130.0 76.9 66" 103.9 57.0 71.8 39.4 130.0 85.5 107.6 59.1 36' 132' 112.5 61.8 77.8 42.7 130.0 92.7 116.6 84.1 INTERUEOUTE 72' 95.2 52.3 65.8 36.2 130.0 78.4 98.7 54.2 42' 96.5 52.9 66.6 36.6 130.0 79.4 99.9 54.9 HORIZONTALS escr�p . NO CWwf.E 5 SHEET NC CHANGE 1H5 SHEET Iil W I 1 $ = 30' 130.0 116.5 130.0 80.6 130.0 130.0 130.0 120.8 48' 84.4 46.3 58.3 32.0 126.6 69.5 87.5 48.0 36' 130.0 97.0 122.2 67.1 130.0 130.0 130.0 100.7 --"' 42' 130.0 83.2 104.7 57.6 130.0 124.8 130.0 86.3 = 48' 84' 130.0 72.8 91.6 50.4 I30.0 109.2 130.0 75.5 U- Ca ---- ---� ---- ------------ ----_ -_ 54' 117.9 64.7 81.5 44.8 130.0 97.1 122.2 67.1 60' 106.1 513.2 73.3 40.3 130.0 87.4 109.9 60.4 � 66' 96.5 52.9 66.6 36.6 130.0 79.4 99.9 54.9 6 6" 3 72' 88.4 48.5 61.1 33.6 130.0 72.8 91.6 50.3 PRODUCTR.PNE\VID 3o' 130.0 108.7 130.0 75.2 130.0 130.0 130.0 112.7 as complying it111h43lot ins 9" "I n 8 2 - 36' 130.0 906 114.0 62.7 130.0 130.0 130.0 94.0 1" WI W2 W3 42' 1 130.0 77.6 97.8 53.7 130.0 ••116'•• 1!J.0• ae.5 ce N AcCeplonre No • / AcceptaBuildingnce • • •• 12-'I1i07U0U -ID 1 WIDTH W W1 '+ g o 48" 90' 123.8 67.9 85.5 47.0 130.0 . 101.9 •• : 128�._� 0. . -� ; t. - AT FRAME JAMB 54' 110.0 60.4 76.0 41.8 130.0 • 90.6 • • 1.1.0 • •62.• • • • • __- MI6fIi fJode PrOLncl Contra x 60' 99.0 54.381.1....68.4 37.6 130.0 • 1�2• •5 .; • • W2 + W3 WIDTH (w) - (-Fr i - j om 114 .:14. rr-, i - n 1 �' � I�- I n �c Hi 66' 90.0 49.4 62.2 34.2 . 130.0 •f 74.1 • 93.3 51.2 • • • • I I {{ 1 AT FRAME MULLION 2 72' 82.5 45.3 57.0 31.3 123.8 68.0 85.5 47.0 3 30' 130.0 101.9 128.3 70.5 130.0 130.0 130.0 105.7 Enp' JAVAD AHIAAO CML 36- 130.0 84.9 106.9 58.8 1300 •1.741 130• 80.1 • • • • • 3" FTA PE / 70592 42' 130.0 72.8 91.6 50.4 1�0.0 • 1e9.2 I�1.0 • • 75.*i * • • I 6" 6" C.A.N. 3538 48' 96 116.1 63.7 80.2 44.1 • • 13049• • 90.6 • P 1200 • •66.4 • . • • 6" 54' 103.2 56.6 71.3 39.2 130.0 • ILO 106.9 058.• • • • • 9" 9" �` C- -7 ( drawing no. ( W03-46 60' 92.9 51.0 64.2 35.3 l!Ob A.5 A.! • 1.9 • • 66' _ 84.4 46.3 sea 32.0 126.E 69.5 87s 48.0 TWO ANCHORS AT EACH SIDE THREE ANCHORS AT EACH SIDE '';:j ;! I� 72' 77.4 42.5 53.5 29.4 116.0 63.7 80.2 44.0 OF MULLION OR JAMB OF MULLION OR JAMB •.,.1 �sheet6of 9 • ••• • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • TYPICAL ANCHORS SEE EtEV. FOR SPACING` TI IA 6 _4 -FiN �c a —�I I v • 9y II <TYPICAL ANCHORS SEE ELEV. FOR SPACING VVV -O • • •t TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • • • • • •• 3 • • • • • •• • • • •• METAL STRUCTURE 1/8" MIN. THICKNESS METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" HILTI KWIK—CON II (Fu=163 KSI, Fy=157 KSI) DIRECTLY INTO CONCRETE 1 —5/8" MIN, EMBED INTO CONCRETE TYPE 'B'— 1/4" HILTI KWIK—FLEX SELF DRILLING SCREWS (Fu92 KSI, Fy-120 KSI) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T6 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • ••• • •t• ••• • • • • • • • • • • • • • PRODUCTILENRWED �•'• • • • • • • • • • os Bitdin0 olwiUl the Florida ._ • • • • • • • • • Acceptance No UmPI n Dale Tly' : _f 11i;e,i 17edc P odxl control-, ••• • • • • ••• • • • • • • • • • • • • • •t• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pc - 3000 PSI MIN. MASONRY f'm = 1600 PSI MIN. SEALANTS: ALL FRAME CORNERS AND MULLION SEAMS SEALED WITH DOW CORNING 795 SILICONE. Engr: JAVAO AMMO CN1L FLA. PE / 70592 CAN. 3538 ce N fl[FX-345 ALUM. WINDOW WALL SYS 0 6 6 G 0 CHANCE THIS SHEET NO CNNIGE THIS SHEET 6 8 0 i owing no. l W03-46 ( sheet 7 of 9-1 TYPICAL ANCHORS SEE CHART BELOW FOR CAPACITY MAX. SHIM STEEL BAR REINFORCING OPTIONAL SEE SHEETS 4 AND 5 FOR CAPACITIES STEEL TO BE PAINTED OR PLATED AND SET IN MULLION CAVITY WITH SILICONE SEE CHART BELOW I SEE CHART BELOW MAX. SHIM n 0 O 12 D.L. OPC. FRAME WIOTII D.L. OPG. JAMB WITH FRAME ANCHORS MIN. Ar MAX. GAP 1� /1O X 3/4" SMS/TEKS AT 18" 0.C. EXTERIOR N TYPICAL ANCHORS - SEE CHART BELOW ° FOR CAPACITY • • • • • • • •• •• • •• • • .• •: f: • • • • • 0" • • • •• •• • D.L. OPC• • • • FRAME WIDTH SEE CHART • • A `•• •=-. •• • • • • • • • • • MII. d •• • • • • •• • •• • ••• • •• B 88. UZ RAMS WIDTH HART • OPTIONAL JAMBS WITHOUT FRAME ANCHORS ••• • • IV IP .1,/ • IN • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SILICONE DOW CORNING 790 DEPTH - 3/8" MIN. D.L. OPG. METAL STRUCTURE 1/8" MIN. THICKNESS MAX. SHIM SEE CHART BELOW TYPICAL ANCHORS SEE CHART BELOVI FOR CAPACITY JAMB ANCHORS DESIGN LOAD CAPACITY - PSP WIDTH (W) 12" O.C. MAX. SPACING 6" C.C. MAX. SPACING 3/6" MAX. SHIM SPACE 5/8" MAX. SHIM SPACE 5/8" MAX. SHIM SPACE TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' EXT. (+) INT. (-) EXT. (I-) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 30" 36' 42" 48" 54" 60" 66" 72" 143.0 143.0 143.0 141.0 143.0 143.0 143.0 143.0 143.0 117.0 143.0 143.0 143.0 143.0 143.0 101.0 143.0 143.0 143.0 128.0 143.0 88.0 143.0 143.0 143.0 113.0 143.0 78.0 143.0 143.0 143.0 102.0 128.0 70.0 143.0 141.0 143.0 93.0 117.0 64.0 143.0 128.0 143.0 85.0 107.0 59.0 143.0 117.0 MAX FRAME HEIGHT GAP MIN. MAX. 120" 132" 1/4" 3/8" 1/2" 3/4" 3/4" 3/4" RBNBW130 with the Florida de > le Mianl Pndc I'roducl C4tn1To Engr: JAVAO AHMAO CN1L FLA PE / 70592 C.A.N. 3538 • ZFF w F ia w WW0.7O eta Ot 'o Oaaoyy 00,E3 CC O LL z (((`yy' .',°)Eigg 4 W ri P F 0 30 REV. PER BCCO COMPERES drawing no.l W03-46 j sheet 8 of g-) 1.150 575 3.250 4.375 FRAME HEAD/SILL 3.000 1.250 .375 !r°99 Li .375 .125 3.000 O -'1 1-.250 GLAZING RETAINER HEAD/SILL .125 - .250 2B GLAZING RETAINER HORIZONTAL .855 F-- I- 60 .040J II-J .050 OO SNAP -IN COVER JAMB jam- t .095 �{ I .671 L1.730 �1 `J SNAP -IN COVER HEAD/SILL 4.531 1.812---I 250, - 3.281 --.100 TYP. 2.808 s� I 4.531 1.374 --- MALE MULLION .100 1YP.-" rn 1.175 .870 1.236 1.250 Q FRAME JAMB 4.398 3.398 .250 GLAZING RETAINER JAMB 1.374 OO FEMALE MULLION 3.000 4.399 3.281 125 TYP. B1 •• • • • • �8 0 .130 • • • 4. • • • • • J•• •• • • •• .313 - 1.397 - - 1.150 - ALT. FRAME JAMB 1 38' ALT. FRAME JAMB 2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATERIALS LIST ITEM N0. PARTN0. QUANTITY DESCRIPTION MATERIAL 1IANF./SUPPLIER/REMARKS 1 FX345-04 AS REOD. FRAME HEAD/SILL 6063-T6 ALUI.UX 0R EOUN. 2 FX345-06 A5 READ. GLAZING RETAINER (HEAD/SILL) 6063-T5 ALUI.IAX 0R EQUIV. 2A FX345-013 AS REQO. GLAZING RETAINER (JAMB) 6063-T6 ALUMAX 0R EQUIV. 28 FX345-05 AS RE00. GLAZING RETAINER (HORIZONTAL) 6063-T6 ALUMAX 0R EQUIV. 3 FX345-09 AS RE00. FRAME JAMB 6063-T5 ALUMAX 0R EQUIV. 3A FX345-012 A5 RE00. ALT. FRAME JAMB 1 6063-T6 ALUMAX 0R EOM. 38 FX345-049 AS READ. ALT. FRAME JAMB 2 6063-T6 ALUMNA 0R EQUIV. 4 FX345-01 AS RE00. FEMALE MULLION 6063-T6 ALUMAX OR EQUN. 5 FX345-02 AS RE00. MALE MULLION 6063-T6 ALUMAX OR EOUN. 6 FX345-07 AS REOD. SNAP -IN COVER HEAD/SILL 6063-T5 ALUMAX OR EQUIV. 7 245FX011 AS REGD. SNAP -IN COVER JAMB 6063-T5 ALUIJAX OR EQUIV. 8 V-003 AS REOD. GLAZING GASKET VINYL %VIBORG, DUROFAETER 60 SHORE A BA V-038 AS REOD. GLAZING GASKET VINYL WIBORG, OUROMETER 70±5 SHORE A 8B V-042 AS REQO. GLAZING GASKET (AT ALT. JAMB 2) VINYL 9880RG, DUROMETER 70±5 SHORE A 9 9N-3289 AS REOD. BULB WEATHERSTRIPPING VINYL WIBORG 10 - 2/ LITE SETTING BLOCKS (3/4' X 5/8' X 3-1/4') TPE MELIPOINT PLASTICS, DUROMETER 70 SHORE A I1 - - SEALANT DOW CORNING 795 OR EQUAV. SILICONE AT EXT. GLASS PERIMETER 12 - AS RE00. REINFORCING BAR (1/2" X 3' X 90") STEEL. A36 MIN. Fy-36 KSI, SIUCONEO IN PLACE 13 - 4/ CORNER FRAME ASSEMBLY SCREWS - /12 X 1-1/4" PH SMS RADIUS CORNER FRAME CORNER PRODUCT' REN1LWED as comply big with the Florida 1)13ildinu Code A .2. Acccplwlce No / /201 / 7Da {'X wJl l e fly -- Miami Dade Product Cmmol `. Engr: JAVAD AHMIAD CML RA PE {I 70592 C.A.N. 3538 0 • 0 g cui 0 G F W S • a drowing n0.� W03-46 (sheet 9 of 9 )