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REV-16-1845BUILDING PERMIT APPLICATION dBUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: 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 ❑ ROOFING JUL 01 2016 FBC 20Hs im Master Permit No. ge_ /a �9 Sub Permit No. 'Z 1/ 16- t `-C ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 23O N E /O d ,'wee Zip: 33/3A Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Construction Type: ile-Al2 ie deb" rne- Address: r?3d `&c3r ( 5 vee City: /Main % 6h 'e3 State: fL- Tenant/Lessee Name: Phone#: Email: Phone#: 505 7-5&9/00 Zip: 33/ J� CONTRACTOR: Company Name: -1-10 1-4- CVA -92- Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition n^^Alteration n New Wi� Description of_Work: � C�//! /1 q 2r akvido?Jr (FYI /beat t i i d ale S�-Q�r� mica" . ❑ Repair/Replace ❑ Demolition 9a rq 9-� - RCfri, U DrY) Specify color of color thru tile: p Submittal Fee $ Permit Fee $ /3 40 CCF $ �j ' • '4, CO/CC $ g $ � ID Radon Fee $ DBPR'$ Scannin Fee Q Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $/ KJ 'IL Bond $ TOTAL FEE NOW DUE $ 26 /' Ov (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t day of -S Lo/1/4-,-C , 20 IC" ` " , by day of , 20 , by M«F .T1- i MFwho is pe na y kno to , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: j NOTARY PUBLIC: Sign: V ��: '*' ' Sin: r Print:=XLLI •ur�o �• .'� Jrint: Seal: ?�,� ��� ' ' :4Seal: :% ej Q. 4L.' •00Ati `Q`: APPROVED BY Id I`% - Plans Examiner Zoning 2itii' (Revised02/24/2014) Structural Review Clerk DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 2970 NW 75th 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 "HR100" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 05/04/04, with revision J dated 12/09/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled 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: OA: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 NOt shah jae grolid:ect tO the user by the manufacturer or its distributors and shall be available for inspection'at th4ob slte:at:the iegneet of the Building Official. This NOA revises NOA No. 13-1112.13 and cbnsisss of this page and evidence pages E-1, E-2, E-3 and E-4 and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed M nuel E. ": • : • .by. 8 pbres,�. CrTV IAMI-DADE COUNTY CONTROL SECTION 5 SW 26 Street, Room 208 5-2590 F (786) 315-2599 .miamidade. ov/econom MIAMIDADE COUNTY APPROVED . • . . . . . • . .. • •" • •• • . . • f• ••• '•' • Ii• • NOA No. 15-0416.03 Expiration Date: August 05, 2019 •• • ••• • •• • Approval Date: January 14, • a Oge 1 • • .. .. • • . •• •• ••• . . •• •.. . • ... • • • • • •• • • • ••• •• U ••• •• • • •• • • ••• •• • • ••• • • • • • • • • • • • •• •• • • • • b•• J • • • • • • • • • • • • • • • • • • ••• • • • ••• RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11.0922.05) 2. Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 05/04/04, 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 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6440, dated 02/25/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM -6078, dated 12/05/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0426.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-03-1880, dated 12/12/03 and HETI-03-1881, dated 03/19/04, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.02) ••••••• . .. • . . • .. • ... .. . .... • ... • . ....•. •• . . • .• . .• • . . • . • • •. • . . .. • . .• . . . . . • • •.• .• . . • . • . . .. • • • ..•. • • . , � 1... .• • • •. . •... •• •. . •. • . •. . •. •. . • • .. •• •. . . ..• .. ..• .. .• .•. . . Manuel ere P.E. Product Contr miner NOA No. 15-0416.03 Expiration Date: August 05, 2019 Approval Date: January 14, 2016 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Tensile Test per ASTM -E 8-01e1 along with marked -up drawings and installation diagram of an outswing aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-04-T119, dated 04/23/04, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.02) 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) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1362, dated 12/11/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 04/01/15 and 12/07/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB GIass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. •• ••• • • • • • • • • • .• •.• .. • • • .• • . • .• • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • •• •• • • • • • •.. . . E-1,2•• . • • • . • • . w . • • • • • • • • • • • • • • • • • • • • h• •• • • • .. •• •.• . • • •.• • • Manuel P ' P.E. Product Control ' . miner NOA No. 15-0416.03 Expiration Date: August 05, 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 5h Edition (2014), and of no financial interest, dated April 1, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-6440, dated 02/25/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.07) 3. Laboratory compliance letters for Test Report No. FTL-6078, dated 12/05/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0426.10) 4. Laboratory compliance letters for Test Reports No. HETI-03-1362, dated 12/11/03, HETI-03-1880, dated 12/12/03, HETI-03-1881, dated 03/19/04 and HETI-03-T119, dated 04/23/04, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under s NOA No. 06-1130.02) G. OTHERS 1. Notice of Acceptance No. 13-1112.13, issued to RC Home Showcase, Inc. for their Series "HR100 Aluminum Horizontal Sliding Window - L.M.I.", approved on 12/26/13 and expiring on 08/05/19. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U -Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: 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-110-12455.01, pages 1 through 7 of 7, dated 11/16/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator -In -Responsible -Charge. •.... . . . .. . . . • . • • • . • •. . ..• ... .. . . . • ... . . ... ... Manue z, P.E. • •• •• •• •• •• •• •• Product Cont aminer • • • . . • • . • • • ••••• ' • • • NOA No. 0416.03 • .. .• •• • •. . . • • Ekpiration Date: August 05, 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. 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 products contained 30% recycled scrap material, signed by Henry Kronfle, Vice -President •• ••• • • • • • •• •••• . • • • •• ••• •• • • • •. Manue ' ere , P.E. • ••• • • ••• f •I • • • Product Cont of E .. miner • • • • • • • • • • •• •• • •• •• •• •• NOA No. -0416.03 • •• • • • • • • •• • ••• • • Etpiration Date: August 05, 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. :G 4 _RECYCL Ett CONTENT [ fti-1A'SED-MATER1Ai. I RAPIDLX RENEWABLE NIAT>jRY IL :..... s�_ - Component Name % Recycled % Recycled % B10 -based % Renewable Material Content at at Disposal Material Test Report#: Product Number Manuf. G.8: U— Factor G.9: SHGC 1. Window Aluminum 30% - 100% N/A N/A G.8 U—FACTOR (THEit 1AL T sMJTTANCE)'Brru/ tm FT? -°_F_:. _ .:T• SHGC FACTORSti ATt, HEAT GAIN COEFFICIENTS5 BTU/ HR= F12 Y VT` VISIBLE L IGIIT TRANANitTTANCE AT N600 -,j YCIDENGE _ SS—D Desiccant—Filled Stainless Steel Spacer 240#2 CR- CONDENSATION` RESISTANCE:_ .. ARG ID# Test Report#: Product Number Glazing Components: G.8: U— Factor G.9: SHGC VT C R Green Tint Glass Base tine Product 000 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 — — — — PVB_1/8 0.65 0.20 0.21 15 NCTL 110-12456-1 001 5/32 CLR 240#2--SS—D ARG BRZ-1/8_090 PVB 1/8 0.65 0.20 0.21 15 2. 002 5/32 CLR 240#2—SS—DARG CLR-1/8_090 PVB 1/8 0.65 0.21 0.28 15 3. 003 5/32 CLR 240#2—SS—D ARG_GRN-1/8 090 PVB 1/8 0.65 0.20 0.19 15 4. 004 5/32 CLR 240#2—SS—D_ARG GRY-1/8090 PVB 1/8 0.65 0.26 026 15 Legend Abbreviations: Description: 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 x`'10 Component Name C—Value :_FA. CTOR -THERMAL CONDUG'TAIVGE):BTULHR Til 1. Whole Window 1.53 • • • • • • • •• ••• •• • • • •. •. ••• • • • • • •• • • • •.• . • .•• .• • •• •• •• • • • • • - Product Contro IIT iner • • • • • • • • • • • • • •• •• • • • NOA No. -0416.03 • ••• • • • . •• • Manuel P -. P.E. • . •• • • Expiration Date: August 05, 2019 Approval Date: January 14, 2016 ••• •• G -.1 • . ••• • • • • • • . •• • • • • • ••. . . • • • • • • • • • • . • ••• •• • • • ••• •• ••• • •• • .•• . • (3) ANCHORS AT MTC. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES MARKED WITH '•' ON SHEET 4. .!� 78 1/2" MAX. r MAX. CORNERS FALSE MUNTINS MAY ,BE USED 142" MAX. SILL CORNERS D,L. OPG. HR100 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 4. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIM1I-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. (3) ANCHORS AT ATG. STILE ENDS TYP. (4) ANCHORS REGD. FOR SIZES MARKED WNTH ''' ON SHEET 4 119 3/6' MAX. 5' MAX. HEAD CORNERS WINDOW WIDTH I I I I 7" 13" MAX. AT HEAD II 11 �I __=;F 1= -- ii: II i 3 1/2' I ____ ___= • ====�t^=== II II II I I , 14 1/2" MAX. SILL CORNERS L I 26 1/8" 11 1/2' MAX. AT SILL 53 1/8' D.L. OPG. 31 1/4" VENT WIDTH VENT WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING OONDTTON$ NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING COOE. TYPICAL ELEVATION$ FLANGE FRAME WINDOWS D.L OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1 1 26 1/8' D.L. OPG, FALSE WARNS MAY SE USED • • _ 1 w • 1.•11 • •• • • 1 • • 'iiTii • ••• • 1• •••• •• •••••• •�} • • • •p • • • • • 4 • 31 1/4' 4 • • VENT WIDTH • • • Env JAVAD AMMO CML FL1 t573.059 PEI 70592536 C.AN. 62015 PRODUCT REVISED to complying with 16a Florida Building Code Accept uce No J E lotion Dala By Mi .�T•.-al. ,./t„ • I•• • •• ••• IgIgn Igigi b,lro. drawing no. W04-36 sheet 1 of 9 ) •••• • • • •••• • •••• • ••• • • ••• •••• • •• •••• • •1•• 5" MAX. HEAD/SILL CORNERS 8 '75 l/2" MAX. WINDOW WIDTH 11 1/2' 7' MAX. 3 1/2" WINDOW WIDTH 11 1/2" 3 1/2"— r 1HEAD HEAD 61 ' SILL ,_-\` SILL -f Wye r.a I ll ' ;i ;i it ii:L :if,/ ii I II II 1 ,..H �;I II II II II II II FALSE MUNTINS MAY 8E USED g D.L. OPC. (3) ANCHORS AT MTG. STILE ENDS TV. HEAD/SILL 5" MAX. HEAD/SILL CORNERS J 119 3/5" MAX. A 7, ....�. WINDOW WIDTH 11 1/2" 3 1/2"— r 1HEAD I-*- 5 ' SILL ,_-\` II`' ....4 lI it it --- - - -- - it ii •../ ii II ;I11 Il 11 11 11 ,I :if,/ ii I II II 1 (3) ANCHORS AT ATG. STILE ENDS TYP. HEAD/SILL FALSE MNNTTINS MAY 8E USED • ••a • • • • •• • •• • • • • • ••• •• it • • ••• •• •� • • e; •• •• 53 1/e" D.L OPC. TYPICAL ELEVATIONS VENT WIDTH FLUSH FRAME WINDOWS VENT WIDTH Enq- JAVA° ANMAD CML NA. PE i 70592 CAN. 3538 • PRODUCT REVISED s complying wish Me Florida Duildiog Code ��gg Oration Dim 037s.. �1d19 Accept nce No yI%i i. - rdrowIng No. W04-36 (sheet ',hof 9, •••• • • • •••• • •••• • ••• • • ••• •••• • • • •••• • •••• (sheet 3 of 2 ) 1/8" HEAT STREN'D GLASS .090" Inter$cyar autunite PVB 8y 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" HEAT STREN'D GLASS .099" Interlayer entryGtoe By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'B' 1/8" OR 5/32" HEAT STREN'D GLASS I/O' AIR SPACE 1/8" HEAT STREN'D GLASS 09tac0' ile PInlerV8loyer Bu By 'Kuroroy America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'Al' ITEM PART d QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 RS100-001A 1 FRAME HEAD 5063-T6 - 2 RS100-0021 FRAME SILL 6003 -TO - 3 RS100-00761 FRAME JAMB VENT 0063-T6 - 4 RS100-000 1 FRAME JAMB FIXED 6083-16 - 5 RS100-004 1/ VENT FIXED RAIL 8083-16 - 6 RS100-003 1/ VE141 VENT MEETING RNL 6063-T8 - 7 RS102-009 2/ VENT TOP AND BOTTOM RAIL 0003-T6 - 6 RS100-000 1/ VENT JAMB SOLE 5063-68 - 9 50011-007 AS REOD. GLAZING BEAD 6063-T6 - 10 RS100-005 1 SLOE ANCHOR CUP 60633-16 1' LONG 11 -1 ANCHOR CHANNEL 6063-16 - 12 - - - - - 13 W31231NK 4 WEATHER STRIPPING P6.E (VENT) - - 14 W3123641( 1 WEATHER STRIPPING P69 (MEETING RAIL) - - 16 0-LON 1 0-375 X 190 WHITE - - 16 V-033 I WEATHER STRIPPING GASKET NEOPRENE - • 17 P-049 AS REOD. OLA2ING INSERT RIGID PVC PVC MELTPOINT, QURONETEE 7535 SHOW R DUROMETER 6565 S40% A 16 V-055 1 VINO. LAIR. INSUL. GLASS 19 P-0356 2/ VENT HANDICAP FINGER LOCK RIGID VINYL 6' FROM EACH•EAD • • • 20 - - - - - 21 RS100-MI 2/ VENT KNURLE AXLE PIN 511./ST. - • 22 P-016 2/ VENT WHEEL RUNNER HOUSING NYLON - 23 RD 1908 2/VENT WHEEL. NYLON -• • • • • • 24 - - - - • • - •••• •r 25 %10 X 1' A9 RE01). FRAME ASSY. SCREWS ST. SIM. PH 5145 26 X10 X 3/4' AS RECD. VENT ASSY. SCREWS ST. STEEL HH SMS • I • • 27 /10 X 1-1/2" 2 SUDS CLIP FASTENERS ST./ST. PH. P.H. • • • • • • 1 20 /12 X 3/4" 1 SLIDE CUP FASTENER ST,/ST. FH S.M.S. 29 85100-029 A5 REOD. FLUSH ADAPTER HEAD 6003-18 - • • • 30 RE100-019 A5 REOD. FLUSH ADAPTER SILL 606346 - • • • 31 85100-028 AS RECD. FLUSH ADAPTER JAMB 6063 -TO ••4 - • • • 32 50011-010 AS REOD, SNAP COVER 6083-16 - •- - • • - _ 1/8" OR 5/32" HEAT STREN'D GLASS 5/32" TEMP. GLASS 1/4" AIR SPACE 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 090' Interlayer .090" Interloyer SentryGlas SentryGlos By 'Kuroroy Americo. Inc.' By Kuraray Americo, Inc.' 1/8' HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS _SIUCONE SIUCONE DOW CORNING 795 DOW CORNING 795 01 GLASS TYPE '61' GLASS TYPE 'C' GLAZING OPTIONS ••• SEALANT; ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH SIUCONE. NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED Eno: NAIAD CML FLA. PE 70592 CAN. 2015 PRODUCT REVISED as complying with the Florida !Wilding Code e Acceptance Na • - B. ,'Nolan Delo AZIT•r^ By ✓/ii !i bl . 1 roduel e".;i.ilir • .. 0 •1• •C •e, 1Z • •8oi 777iii a N Dads • •E .c E N • • j4V�MA •••• •5�.:T • • a'• E x •••• • • • I•••• • 11••• 41: • 40111 d d d 9 0 1 _5 drawing no. W04-36 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. MASS TYPES A. Al. B. BI & C WDTH HEIGHT EXT.(+) INT.(-) 26-1/2' MT.(-) 80.0 60.0 37• 28' 50.0 80.0 53-1/8' 80.0 80.0 80.0 20-1/2' 50.0 80.080.0 80.0 37' 36-3/8' 50.0 - 00.0 53-1/8' 60.0 80.0 50.0 28-1/2" 80.0 80.0 50.0 37• 50-5/8' 80.0 80.0 53-1/8' 80.0 80.0 50.0 26-1/2" 50.0 80.0 80.0 37' 03' 00.0 80.0 53-1/8' 60.0 80.0 80.0 24' 60.0 80.0 800 36' 50.0 80.0 00.0 45' 24' 60.0 50.0 00' 80.0 60.0 80.0 72' 60.0 80.0 60.0 78-1/2' 60.0 50.0 50.0 24' 50.0 50.0 60.0 36' 80.0 60.0 60.0 48' 30' 80.0 80.0 60' 80.0 80.0 80.0 72' 50.0 50.0 60.0 78-1/2' 80.0 60.0 80.0 24' 80.0 80.0 50.0 16' 80.0 80.0 80.0 45' 45' 80.0 80.0 50' 80.0 80.0 1300 72' 60.0 500 50.0 78-1/2' 80.0 50.0 80.0 24' 50.0 80.0 80.0 36' 00.0 50.0 00.0 45' 60' 80.0 50.0 60' 80.0 80.0 500 72' 80.0 80.0 00.0 75-3/2' 50.0 50.0 50.0 24' 80.0 * 80.0 50.0 36' 80.0 50.0 48' 85-1/2' 80.0 80.0 60' 50.0 50.0 72' 804 600 78-1/2' 80.0 504 * (1/2w) -0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH ')(O OR OX' DESIGN LOAD CAPACITY - PSF (00 OR OX SIZES) WINDOW DIMS. GLASS TYPES WINDOW DIMS. B, B1 & C 510111 HEIGHT EX1.(+) MT.(-) 55-1/2' 00.0 80.0 80.0 79-11/18' 26' 80.0 80.0 55-1/2'-1�, 80.0 80.0 50.0 79-11/18' 80.0 80.0 60.0 55-1/2'-5�, 60.0 80.0 60.0 79-11/18' 80.0 80.0 80.0 55-1/2' 80.0 80.0 60.0 79-11/16' 63' 60.0 80.0 63' 50.0 80.0 50.0 67-1/2' 80.0 80.0 80.0 72' 80.0 ' 80.0 60.0 76-1/2' 36 80.0 60.0 51' -80.0 80.0 50.0 85-1/2' 80.0 80.0 50.0 90' 80.0 80.0 80.0 03' 80.0 80.0 60.0 67-1/2' 80.0 60.0 60.0 72' 00.0 50.0 50.0 78-1/2' 46 80.0 80.0 51' 60.0 80.0 60.0 85-1/2' 80.0 80.0 80.0 90' 60.0 50.0 50.0 83' 50.0 80.0 80.0 67-1/2' 80.0 80.0 80.0 72" 80.0 80.0 80.0 76-1/2' 60' 50.0 80.0 81' 80.0 80.0 80.0 85-1/2' 80.0 80.0 60.0 90" 80.0 80.0 80.0 63' 50.0 80.0 50.0 67-1/2' 80.0 50.0 00.0 72' 80.0 80.0 80.0 76-1/2' 85-1/2 80.0 80.0 81' 80.0 80.0 80.0 85-1/2' 80.0 80.0 50.0 90' 800 4 50.0 80.0 * OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (00X SIZES) WINDOW DIMS. GLASS TYPES A. AI, B. Dl k C WIDTH HEIGHT DCT.(+) INT.(-) 74' 80.0 00.0 106-1/4' 26" 80.0 80.0 74' J8-3/5 80.0 80.0 80.0 80.0 106-1/4' 80.0 74'80.0 50-5/B' 60.0 80.0 80.0 106-1/4' 80.0 74' 60.0 80.0 108-1/4' 83" 60.0 80.0 54" 80.0 50.0 90' 80.0 80.0 98' 80.0 80.0 OZ, 160.0--50.0_ 80.0 108' 440 - -80.0 114' 80.0 80.0 120' 80.0 80.0 04' 80.0 80.0 90' 80.0 80.0 96' 80.0 00.0 102' 46' 80.0 80.0 106' 00.0 60.0 114" 80.0 80.0 120' 800 80.0 60.0 84' 80.0 50.0 90' 50.0 80.0 95" 80.0 80.0 102' 80' 50.0 80.0 105' 80.0 80.0 114' 60.0 80.0 120' 80.0 80.0 84' 80.0 50.0 90' 80.0 80.0 98' 80.0 80.0 102' 65-1/2' 50.0 80.0 108' 80.0 80.0 114' 80.0 80.0 119-1/4" 80.0 800 4 (1/35) 5 (1/3W) •r (1/3W) o- r OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'X0X' * (4) ANCHORS AT MTG. STILE ENDS FRAME HEAD OF FLANGE FRAME WINDOWS ONLY FLANGE & FLUSH FRAME WINDOWS DESIGN LOAD CAPACITY - PSF (X0X SIZES) 5110011 DIMS. GLASS TYPES D, 131 & C WIDTH HEIGHT EXT.(+) MT.(-) 74' 80.0 80.0 106-1/4' 28' 50.0 60.0 74' 80.0 80.0 -3/e' 106 -1/ 4' u 60.0 80.0 74'50.0 60.0 108-1/4• 50-5/8' 80.0 80.0 74' 80.0 80.0 106-1/4' 8.7" 50.0 80.0 84' 80.0 50.0 90' 80.0 80.0 98' 60.0 50.0 102' 36' 80.0 80.0 108' 80.2 g0.0 114' 8041 • 800 120' 80.0 •16 80% 54' 80.•••600 90' 60.E••:RIP 95' 80.0 50.0 102' 48' �i-9%o 108' 80.0•••4pp0.0 114' 80:•••••O 80.0 • 800 120' 84' 508• • %o.o 90' 600. 4 • 0910 98' el) • 61° 102' 60 80.0 80.0 106' 4 114' 50.0• • •0 560 120' 80.0 80.0 84' 80.0 50.0 90' 80.0 80.0 98' 80.0 80.0 102' 65-1/2' 80.0 80.0 108' 80.0 80.0 114' 60.0 80.0 119-1/4' 80.0 50.0 4 • ••4 • F 8gW • OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' Evo JAVA) WOAD CMI. FIA. PE L70592 CAN. 3538 15 PRODUCT REVISED m complyin6 with th4 Saida Dui Idiot COdo Accept/my No I • ' ��7Q( D Trot . t Doh ♦YiP �•"J9 Uy Mist h c A 2 0 d t b o d g g 1 drawing no. W04-36 13heet of •••• • • • •••• • •••• • ••• • • ••• •••• • • • •••• • •••• • TYPICAL ANCHORS SEE ELEV. SHEET FOR SPACING. TYPICAL ANCHORS SEE ELEV. SHEET 1 FOR SPACING EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPAC•N6 EDGE DIST _METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS —SEE ELEV. SHEET 1 FOR SPACING • • • • • •• • • • • •• • • • ••• • • • •••• •••• .•::$:14.:8-.:!..1.. • • • • • ♦ r••• ••••• o � • t N uNi M I •• • • • �, A� • • • • WEEPHOLES; • • •••• W1 = 3/16" X 1" WEEP HOLES WITH PLASTIC %4FGL� • • Iii is �°- �� •••: • • • (2) AT VENT LOCATION AT 5" FROM VENT ENDS • �? • (1) AT CENTER OF FRIED LRE • Il W2 = 3/16" X 1" WEEP HOLES (2) AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDS •W3 = (4) 3/16" X 1" WEEP HOLES AT VENTS AT 2" FROM VENT ENDS AND 19" O.C. MAX. --U PRODUCT REVISED u cemlAyin{ with W Florida Duidinr Coda Acceptance No 156 8 Oration Dote By Mani 1 ale Produel ,..p4 Env JAVAD AHMAD CML FU. PE [ 7 _0592 CAN. )537 1 TYPICAL ANCHORS '+' SEE ELEV. SHEET FOR SPACMG TYPICAL ANCHORS SEE ELEV. SHEET I FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING drawing no. W04-36 sheet of_13 sheet 8 of 9 ) TYPICAL ANCHORS —SEE ELEV. SHEET 1 FOR SPACING 1/4" MAX. SHIM VENT WIDTH TYPICAL ANCHORS —SEE ELEV. SHEET 1 --eFOACING 1/4" MAX SHIMS P,. 13/4. METAL STRUCTURE TYPICAL ANCHORS SEE ELN. SHEET 2 FOR SPACING OX LAYOUT AUS. E1 SHIMS CD WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 'I'YPICAI. ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI. Fy.155 KSI) 1/4" HILT' KWIK-CON 6 (Fu.136 KSI. FyI37 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 113Y OR 2 BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" 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" D1 T KS OR S F DRI IND SCREWS •(GRADE 5 CRS) • • INTO METAL STRUCTURES • • • STEEL : 1/8" THK. MIN. (Fy • 36 KSI MIN.) • • • • • ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.)„.... • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED•R PAINTED? 414 SMS OR SELF DRILLING SCREWS (GRADE 2 ?S•)• • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. INK.- 1AB�� (N SHIM SPACE) • • • • • 4 TYPICAL FDGE DISTANCF • • •• e INTO CONCRETE AND MASONRY • 2-1/2" MIN, • • • e INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE • 3/4" MIN. •• • J • • • ••• • •• WOOD AT HEAD. SILL OR JAMBS SO • 0.55 MIN.• • CONCRETE AT HEAD, SILL OR JAMBS fa . 3000•PSI MIN .• C790 GROUT FILLED BLOCK AT JAMBS t'm • 200e PSI M. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACINO NIA JAVA° AHAIAO CML FLA. PE I 70592 C.A.N. 015 PRODUCT RRVISRD a complying with the Florida Building Coda Acceptance No 'o . RrpinHon Dau R'�'•7l Dy Miam J.I. Can • •• • 1 a 0 g 8 N _€1 u z 1 drawing no. W04-36 .• • • ••• ••• •• • • • I/4' SHIM TYPICAL ANCHORS MAX. SEE ELEV. SHEET 1 FOR SPACING TYPICAL. ANCHORS SEE ELEV. SHEET 1 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL »ICHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING E.n JAVAD AHIAID CMI. FIA PE # 70592 C.A.N. 353E • •••• • • • • •• •• • • • • • • , • • • •• • PRODUCT REVISED as complying with Ow Florida building Coda Aeceplaaca No D .'Won Dab J Y PI 18 • • • ,, •• pny . • t C a • r 8 u • 2%2,1< ate • c i i N J'hJ a • • •• • a • •• • • •• 0•••. •' • • • •••• • • ••.• �• • • •• . 1 drawing no. W04-36 sheet 7 of 0 FRAME HEAD © JAMB STILE 0 GLAZING BEAD 2.792 .490 .052 29 FLUSH ADAPTER HEAD 1, .605 .760 J 1.125 �_I oie F 1.153 7O VENT Top "°1-r° RAIL .750 3.250 © FIXED MTG. RAIL fp VENT LATCH O FLUSH ADAPTER SILL I2 1.660 CI SLIDE AN CLIP .670 .125 r_ 4:pq C) ANCHOR CHANNEL 3t FLUSH ADAPTER JAMBS 1.025 .832 SNAP COVER 0 FRAME JAMB VENT O FRAME JAMB FIXED .060 .955 t7 GLAZING INSERT PVC .469 Ener: .NV MEIVIL MAO rU. PE -357380592 70392 CAN. 5380 • • •• • • • • •••• • flee• • • •• •• • • • • • • • •. •• • • ••e • •• • e • ••• • •• •• • ••• flee • •• PRODUCT REVISED ceiVI ns wiN the Florid• Oaifdinp Code AccgNence IVo� - • 'Qj n111•0 Dere ?Alai • p� 9 C 4r M 0 is s JWZ' .E Yte .91 7S ti 11 0 e a 3 f drowing no. W04-36 sheet 9J •••• • • • •••• • flee• • • • •e• flee• • • • •••• • • • • • • VENT TOP/BOTTOM CORNERS FIXED MTG, RAIL CORNER FRAME TOP CORNER FRAMF BOTTOM CORNER Env: JAV ANMAD M. PE 70592 C.A.N. 1538 62015 •• • • • •• • • •••• • • • • •• •• • • • • • • • • • • •• • ^ROOUCT REVISED u complying with do Florida DoiWats Code Acceptance No 15'O lotion Dau • ••• • •• • • SO `m' Z i 11 i 24 1gli [WI r 311 d'ti • •• a •. g . • •• •• • O u • •• Ri ;<i•.• • ••• �• ld • b " 4 d d drawing no. W04-36 (sheet 9 of 9 ) • • • • • • ••• .• • ••• • •• • •• ••• •: ••• • ••• • VENT TOP/BOTTOM CORNER FRAME TOP CORNER FRAME BOTTOM CORNFR Engn JAV�NIMO FLAG. INPE. 3 / S]!70592 • • • •• •• • Z f 2E; • 11/ • .• •• • •j • • •••• ••I • • • • ••.• ••.r •• 3 •• •• •• ▪ IQ • • • • ••••b/ •• • • • • •• . ...g • •g "RODUCT REVISED a cemplyh g wu i eke Plodde Building Code Acceptance No 15-o mmdm Dae '— tg •••• • • . I••• • •••• • •w 1 v 2 • • ••• • • • •••• • .••• • n a g .. V 2 rdrawing no. [ W04-36 sheet 9 0_ f _ii M1AMFDiADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESO BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ZirV MIAMI-DADE COUNTY V)UCT CONTROL SECTION 1805 SW 26 Street, Room 208 Miami, Florida 33175-2474 315-2590 F (786) 315-2599 www.miamidade.eov/economy Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 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 AIiJ (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: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 9'-0" . Wide with Impact Resistant Windows APPROVAL DOCUMENT: Drawing No. IRC -1209-189-21-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •• .•• • . • • • .• • INSPECTION: A copy of this entire NOA shall be pdjyided d the lasdr Ily Che:mloufacturer or its distributors and shall be available for inspection at the job site at the request oldie ilvading'Otiicia1 • • This NOA revises NOA # 14-0414.10 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 Gatos M. Utrera; P.E. •' .• . . •. .... • . •• NOA No. 15-0505.22 Expiration Date: September 6, 2017 ' Lt • . ... . . Approval Date: July 23, 2015 07'10 l s• • ••• . . • • Page 1 • • . . • • . . • • • •• ••• • • •• J• ••• • • • ••• • MIAMI -RADE COUNTY APPROVED • • ••• • • •• • • • • • • • ••• • w • • • •• • • • • w 9 • • • • • •••• • • • • •• • • •• • • ••a Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 14-0414.10" 1. Drawing No. IRC -1209-189-21-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 14-0414.10" 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared by American Test Lab, Inc., dated 05/20/2014, signed and sealed by David W. Johnson, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 0909.01-13, dated 12/17/2013, signed and sealed by David W. Johnson, P.E. Submitted under NOA # 12-0228.03" 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 12-0228.09" 4. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07-0706.05" 5. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated 05/30/2007, signed and sealed b)Qutlidb.F:FDn P.E. . . .... .. •. . . • .. ... .. . . . .. • ... . • .•• • •• • • • • •• . . • •• •. . • • . • . • • • • • • • . . •.. •. •• •. •• •• . .. • ••• • • ••• • . •• • -• • .• . . • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • o7/r61S Carlos M. Utrera, P.E. Product Control Examiner • NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0414.10" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA #12-0228.03" 2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.03" 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to the 5'h edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. •• ••• • • • • • •• ••• • •• • • • •• ••• •• • • • •• 40 15 • ••• • • ••• •.• •• • •• •• • •• • • • • • • • • • • • • • • • • • • NOA No. 15-0505.22 . .. ▪ . . •. •. ▪ •. •. •. ▪ . • • Expiration Date: September 6, 2017 Approval Date: July 23, 2015 Carlos M. Utrcra, P.E. Product Control Examiner ••• • • ••• • •• • • •.r" • • • •• • •• • •• • • •• •• • • •• • • •• • •• •• • • • ••• ••• •• • • •••• •• ••• • • • ••• • • It GA OALV. CO84(66 AI TOP ROLLER DRACKET ATTACHES 11/(4) 1/4' x 3/4' HEX HEAD SCREWS PER 6640867 8' N /ALL STEEL ROLLER V/9' STEN AND GI 7/16' T RETAINED USED FOR THREADED FASTENERS (4GA O RAWE CENTER HINGE ATTACHED V/ (4) 1/4' x 3/4' NIX )CAO SCREWS O) 3 0/B' X 22 GAR TRANS ATTACHED V/ (2) 1/4' X 3/4 LEX )EAS SCREWS PER STILE 3 5/6' 200A R-711140 ATTACHED V/ GD 1/4' X."-- 3/4' HEX HEAD ECREVS AT EACH HWGE 04 0A MR 601E6101 SKIN r/BARED ON POLYESTER rum (4011. DURASAIE ROLLER ORM ATTACHES 70 R -TRUSS V/ (3) 1/4' x 3/4' 11EX HEAD ECREVS PER CARRIER AIN 12 OA DURASAFE V/D(2>H(/4)T 5/I6''D HEAD SCANS 2' 11 SALL STEEL ROLLER V/9' STIR AND (1) RETAINER USED P06 THREAI(0 SHAFTS PER ROLLER 1YP CAL DuRASAFE CENTER NJNGE, 0 5/Y 026A R-TRUS2 ATTACHED V/ (4) 1/4' x 3/4' 11E2 HEAD 3CREVS 0' SODA STRUT ATTACHES V/ KR) 1/4' X 3/4' IEE HEAD SCREWS AT EACH De STILE, COMER STILE. AND INTO DAM SKIN MIDWAY 3ETVEEN CENTER 5111.E Ml END STILE TYPICAL DURASAfE END HINGE, HUS. RECOMMENDED SECTIONPAGE CNFIG RATION D' 10 TALL STEEL ROLLER W9' SUM AND (I) RETAINER USED FOR THREADED SHAFTS PER ROLLER BOTTOM DRACKET 13 GA ATTACHED V/(4) 1/4' X 3/4' HEX HEM ECREVS TYPICAL HOTTDN BRACKET 9YMAX 3 3/4' 14111. mom r- 3/16' 8/16' x 1 8/D' LAO JJAAMV (I)PER INSIDE ELEVATION N..S (1) 2-1/2' X 5-1/0' NI(1* (ACNE* PLATE AT EACH INTERMEDIATE MI END HINGE LOCATION INIT./>040 OF GARAGE —► MAX. WIDTH 9'0' �— DESIGN LOADS +268.5 LBS/FT SEE NOTE 2 -303.8 LBS/FT 11i1111111{I S0/ppFLECOIEHISEAL yJPPIE8 BY 6)5TAuu) (D 1/4-20 x 0/1FTRACX SPLICE SOLT AND MUT PER AND BRACKET (330;11 -VA 1R 0(1 10(C214609 .SIJ' TR CK MOUNTING DETAIL 6.T.R 20 GA ➢ALV, STEEL ENI SIRE ATTACHED V11H (2) 36 x 1-1/4' SCREWS 63 1486. IUIMSAFE ROLLER CARRIER A TAC ED 70 R-1RUSS LEX HEM SCREWS CONT. VERTICAL 1ALU 2X1 BHT OR SPF ONE 2 OR NETTER) CPC -FREE EXPANDED POLYSTYRENE INSULATION (DBS PCI) (40A D RAIAFE ELLER CARRIERS ATTACHED TO ENO STILE V/ (4) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER SLIDE LOCK ENGAGES 11110 VERTICAL TRACX DN 001(4 SIRES DM' MIN (SNAP LATCH, 0R LOCK DNR OPTIONAL) ATTACH V/(e) 1/4' A 3/4'NE8 HEAD SCREWS PRODUCru8VWD r4D•rl7M•whh 1➢D DYHIBD Mequon NI1 12 6A EDW[AClAL OF FIXTURE ATTACHED 4/14) 1/4' x 3/4' RX NEM SCREWS 61 EACH ENO STILE ADUS/JLELC RACKET ATTACHED x S AND 10P SECTION 3 0/2'11 X RS GA (33 SSU 0ALV, STEEL R -TRUSS ATTACHED ON 16P FIXTURE V/ (0) 1/4' x 3/4' HEX HEAD Y DI 00 MON MI0101ACH 40 CIIETTVEEN CUTER AND END STX.0 CFC-F6EE E%PANRD OLTf7TRENE 11401.11.71134 1 LS 1011110 0E73. 1.441.11 (4 D0* • • • PER ••A • TV. iTSEXEELIRARR/SN f M XS� OHO �VIE/ (4) 1/V • 3/4/P• • ZNO MeV ni NO" HINGE LOC/11104 AND (2) N RACK MN NOVAIDXTIKEll HINGE AND END S71L •••• •••• LARGE MISSILE IMPACT RESISTANT ,RPFCIFIE:ATIONS AND NOTES 1. ALL THE LOAD' FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAO IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +256.5 LBS/FT & -303.8 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. 0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE S1) 3 6/8" R -TRUSS PER SECTION AND (1) 2 200A STRUT ON THE BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PACE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR •AND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO AST)4 0-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,500 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS N0110E OF ACCEPTANCE, Oh' 580A(3,KSG • • • • MIK N 00116 •ERIN• O• TOTAL SCREWS •y•• • 01m0* ➢RAEKCI• • • • • •• w1TAEHCI • (gT• HAAD 1c41661061 • • alko ATN YDMITAIwI • AF -T__C ICN ATA ( R HLT • • fEY =leg Efts i �Y a a A MO MI I Info RIAAD ARC ICH irk ADDED MANIC 0323 WAX NR MAX SIZE D x 14' DESIGN LOADS +67.0 Pu -87.8 PSF LARGE 108911.6 IMPACT RESISTANCE "••. ' N . 8679 2/7 Prieli .18TA OF 4 ka.........?:,. NA FL $ /2 (45 CNNACE MKT VD•TN-SALE*, NCS 27103 VWAKVR30N MODEL #1200 HERITAGE 9000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH d( OAK SUMMIT PANELS SE 8 O RAN 10 IRC wa WWW OEOSIT 8a DAA Ale/A CRAIMORAEu IRC -1209-189-21-I 6 14 GA. FLAG BRACKET ATTACHED TO WOOD JAMB V/ (3) 5/16 DIA. X 1-5/8 LAG BOLTS AND TO TRACK W/ (4) I/4'-20 x 5/8 TRACK SPLICE BOLTS AND NUTS (SPLICE) THROUGH tl SPUCE TRACKS AT THIS LOCATION W/ (4) 1/4"-20 TRACK SPLICE BOLTS k NUTS SECURE TO AXIS! YATH (3) 5/10' CIA. x 1-5/8' LAO BOLTS (1) 5/16" DIA. x 1-5/8" LAO BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 OA. CAI..,. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4'-20 x 5/8" TRACK SPLICE BOLT & NUT LSEE (TABLE 2) ON PAGE 4 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL 000RS WOOD JAMB ATTACHMENT TO STRUCTURE 5/16 X 3 L G SCREWS STARTING 6' FROM ENDS THEN I8' D.C. (I V2' EMBEDMENT) 1 KV I ''LT 3/0' X 4' S ARTING 6' FROM ENDS TNBEN=24' D.C. (2 1/E' EHDEDNENT) HILTI SLEEVE ANCHOR 3/8' X 1-3/4' STARTING 6' FROM ENDS TNEN 16' D.C. (1 1/4' EHDEONENT) IITW/RNISEETT IIL(HEAMD (1RU-DOLT) 3/rep' X 4' STARTING 66' FROM ENDS THEN 24' D.C, (6 I/2' EMBEDMENT) EIN1S084 FI/4: X 3�11TEN SCREYS STARTING 66 FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' DC, (1 1/2' ENDEONENT) FFASSTENERS (3' APART)AAAT 8' 0.C. 41 1/4'VENSOT60 ENT)ING 6' iRK1R1 ENDS,PUSE PAIRS a' HILTI SLFEEV6 ANCNOR 3/6' 8 B 3 4' 08*6T)NG 6 FROI�CNUS 1FEN 5606 TO 1/4' EHOEDHENT) (OR, USE FASTENERS FOR HOLLOW 8-90 BLOCK) 1LAGS AND KILTS CAN 0E COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. APREPARATION OF 1/000 JANOS BY OTHERS // • • CONCRETE HOLLOW 01.'� `• STRUCTURE STRUCTURE ' G RUICURELOC • L • 1 1 � • r, • [��, • • 1 E • 1/2' N1N -3/4' MIN 1-1/E' ION I 3'H1 �• • .• 110. • • • • Mk." • •••• • �• •• 44•JAMB !I1 i •• 1 »I-1 PRODUCERRVIS$D y9DmNf1 :111YMBl*Id$ MODUCI'ammo A66gYSM111 h '•�"s. aNuys t• na � ,��yi��6 Nor* 111.Ir66bBTki' % A46Ep1•rgl AVMABLE TRADE CON)16URADON7 kt6 PAx16t1 *awl • • •• •• •• • • • • •• • • • • • • • • • •• O • • 6• • •• • • •r DN comma K1040110 • DAB'. • •• Bf r • A 0 8881081)30116* • Nd' KED CUM (PIERS 12/5/IN 16/�AS _-. • • RAR• RR 9' It 14' DESIGN LOADS +57.0 P58 -07.5 PSF LARGE MISSILE &PACT RESISTANCE 166 WW486 CWC( VINII0N-S*LEM, NC. 67113 VVVARAIR8O6 MODEL #1200 HERITAGE 9000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONO, FLUSH k OAK SUMMIT PANELS DA[ 01/MA) toys 4AOEk oAIL 0y1*w IRC -1209-189-21-1 KO If 56 8 WV 1Y IRO mate K RT ASS• 6060 EXTRUDED ALUMINUM IMPACT INTERIOR FRANC V/.375' BITE ON GLASS 1/4' )AKR&ON POLYCARIOATC MANUFACTURED lY IAYER 7355' 6060 EXTRUDED *LUSKIN IMPACT EXTERIOR FRAME 414) 18 X 1' PHILLIPS HEAD SHECTNCTAL SCREWS USED TO FASTEN THE ALUMINUM INTERIOR FR/ME 10 THE ALUMINUM EXTERIOR FRAME I/O' X I/O' CONTINUOUS 045070) H07 MELT SEALANT INNUFACIURCO DY SOS11M SECTION B -B IMPACT WINDOW DETAIL N. .S. 1P1S.NAI I EDT PANFI [DAZED SECTION R-TQ11SC AND STII F LAYOUT N. GALV STEEL INTERIM IMPACT 1/I103V FRANC GALV STEEL EXTERIOR IMPACT VINGOV FRAME V/.5' 31TC ON GLASS 27 GA. STEEL DOOR SX18 04 GA STEEL DOOR SKI IEDTEMIOR VINDf7V FRANC 5/16' OVERALL I/1' CLEAR ANHCALEO O.AS5 ATP EASTMAN PVI INTERLATER I/O''CUDS 1MATUA 57GARI W IMPACT GCASIAG•FASTENER DEM. GLAZINe A1::ft VTR E130004 • • SURCDOND SB -I STRUCTURAL ADMES) 9' EXTRUDED RPVC INTERIOR DECORATIVE VINDOV FRAME L HETY7ELIEINFE6RMACi VIMDA�V AR W FRANC TO 7.1144' X I/O' SCREW - USED TO FASTEN DECORATIVE PLASTIC MOLDED VIHOIV FRAME TO THE ASSFNDL7 SECTION C -C IMPACT WINDOW DETAIL IfINA) WIRT PANFJ GI A7FD SECTION R -TRUSS AND STILE LAYOUT 140A D4MSME CENTER HINGE ATTACHED V/ (4) 1/4' M 8/4' HEX HEAD SCREWS PRODUCT RINI= •CODrlybis she P:0116§ DBADOIsC•& AAwfOrf - 16D ATTACHED V/ TD) II/4 X 3/4S HEX IMATI SCRCVI PER STILE 3 5/•' DSA R -TRUSS ATTACHED V/ (2) 1/4' M 0/4' HEX HEAD SCREW AT EACH CENTER STILE • • • • RY MSA8IS117 IMO%% A OY41IAt i ' 5 MMD D I%!M0 C )ROD DAM OPIOB B' X 14' DESIGN LOADS ,ES +67.0 PSF Ed -67.6 PSFf frgOtib 1 R-1RU15 SPACER 11-111USS SPACER PROOUCI'RBVIOED D•I Nf*C•Te 4Eb617oE166 Amp/ad No /0 17 R -TRUSS SPACER rJA R -TRUSS SPACER SB N.T.& Ivy LAM WSSLE 0 • IMPACT RESISTANCE F L • •• • •• • •• • • • • • • • DATE AhTR fnf 41'4D' 1%T • WI* M• ate.- 13 • •�1„SH' 79 � 9Th ;P VNO ONAL Ss ,rn 1st • • • • • arr )6S CAMAS( COAT VINIIO1474.04 NC. VAS WWWIMCON MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS Mt DAVID MO bit 01/UA11 8 wow 9D DAN o)ADNr WAR MACES IRC -1209-I89-21-1 SIDI 3 ef 4 • •• • • •••• • • •••• •• • • • pi rW�ve jaWarAil p SECTION B -B IMPACT WINDOW DETAIL N. .S. 1P1S.NAI I EDT PANFI [DAZED SECTION R-TQ11SC AND STII F LAYOUT N. GALV STEEL INTERIM IMPACT 1/I103V FRANC GALV STEEL EXTERIOR IMPACT VINGOV FRAME V/.5' 31TC ON GLASS 27 GA. STEEL DOOR SX18 04 GA STEEL DOOR SKI IEDTEMIOR VINDf7V FRANC 5/16' OVERALL I/1' CLEAR ANHCALEO O.AS5 ATP EASTMAN PVI INTERLATER I/O''CUDS 1MATUA 57GARI W IMPACT GCASIAG•FASTENER DEM. GLAZINe A1::ft VTR E130004 • • SURCDOND SB -I STRUCTURAL ADMES) 9' EXTRUDED RPVC INTERIOR DECORATIVE VINDOV FRAME L HETY7ELIEINFE6RMACi VIMDA�V AR W FRANC TO 7.1144' X I/O' SCREW - USED TO FASTEN DECORATIVE PLASTIC MOLDED VIHOIV FRAME TO THE ASSFNDL7 SECTION C -C IMPACT WINDOW DETAIL IfINA) WIRT PANFJ GI A7FD SECTION R -TRUSS AND STILE LAYOUT 140A D4MSME CENTER HINGE ATTACHED V/ (4) 1/4' M 8/4' HEX HEAD SCREWS PRODUCT RINI= •CODrlybis she P:0116§ DBADOIsC•& AAwfOrf - 16D ATTACHED V/ TD) II/4 X 3/4S HEX IMATI SCRCVI PER STILE 3 5/•' DSA R -TRUSS ATTACHED V/ (2) 1/4' M 0/4' HEX HEAD SCREW AT EACH CENTER STILE • • • • RY MSA8IS117 IMO%% A OY41IAt i ' 5 MMD D I%!M0 C )ROD DAM OPIOB B' X 14' DESIGN LOADS ,ES +67.0 PSF Ed -67.6 PSFf frgOtib 1 R-1RU15 SPACER 11-111USS SPACER PROOUCI'RBVIOED D•I Nf*C•Te 4Eb617oE166 Amp/ad No /0 17 R -TRUSS SPACER rJA R -TRUSS SPACER SB N.T.& Ivy LAM WSSLE 0 • IMPACT RESISTANCE F L • •• • •• • •• • • • • • • • DATE AhTR fnf 41'4D' 1%T • WI* M• ate.- 13 • •�1„SH' 79 � 9Th ;P VNO ONAL Ss ,rn 1st • • • • • arr )6S CAMAS( COAT VINIIO1474.04 NC. VAS WWWIMCON MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS Mt DAVID MO bit 01/UA11 8 wow 9D DAN o)ADNr WAR MACES IRC -1209-I89-21-1 SIDI 3 ef 4 • •• • • •••• • • •••• •• • • • TABLE 1 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #8 #7 #8 ',1,4'0 ?: 21// 12.I $219 '21t! l'•W 21';4 v1,'», i21 13'8" 21" 21" 21"1 21" 21" 18" 18" 21" ''>13..O! '21t '.21',: ?81,x'' i18'}I'48ia :7.01-4:. 18' X18";, t21'.`IE 12' 8" 21" 18" 18" 18" 18" 18" 18" 21" )A2�OZ1,1 14,'t 124,1 r21,I+ 3t% 42•11i §18:x' :21; .381, 11'6" 21" 21" 21" 18" 18" 18" 21" . ' 0'._? J •(.:13t. . z1..•'1: 4 MAW II ... 68"�n 10' 6" 21" 21" 21" 21" 21" 21" �?SkJ84; _1"27'. t3, ,tizig gs 44 21x '2194"'zItn18V- .5$;4 56" SAN' 68" Wis ..80111!(..& 88" 96" 21" 18" 18' 18" 18" 21" 14" 1 @.10"4 1187, $181' B.e4 Afw X184 Y1.8!( .i68"dZ8,,..4 8' 6" 21" 21" 21" • 18" 21" :' $pgµi-1: giittoW. 0rX1@" 14" `l$'J 8.' '2i: 68" 7' 8 18" 18" 18' 18" 18". A.V.gir* 21`, ,2'4Ai ::210d21z€ ;�a$% .48 6' 8" 21" 18" 18" 21" TABLE 2 DOOR HEIGHT TRACK ATTACHMENT SPLICE 8 C D E F 0 H I JK LMN S 'J3 k, ;1t IV IVn' x.4%4 ?27"_"387i ;40;68,'.1 -gt.," Nrs 4.1% t04 ; ' .`^,.i w'E''.z :7.01-4:. _7"--- .3" 14" 27" 38" 46" 58" 68" .',17,..t.4:82!4"..''4 76" :fi r r t 4145; i27. .381, 40.136";i. 4014, i7A x''Y" 6: • s ° . . 8' 3" 14" 27" 38" 46' 56" 68"�n 78" 88" �?SkJ84; _1"27'. t3, 1f.'; 27" 3g 38" ;J$:a 46" .5$;4 56" SAN' 68" 37;8' 78" ..80111!(..& 88" b:' ''' -'.1. 11 W X594'4¢ 100" 9' 3" 14" P' :$ . 0,!./ 14., >, 7_",'38?X golf 9o.,,i .i68"dZ8,,..4 mo .9$4 4:0.4. .40fet •,'.43% :' $pgµi-1: 10' 3" 14" 27" 38" 46" 68" 88" 78• 88" 100" 112" 01.91Ar«e t3' OA.';27"$ ;�a$% .48 §_p )3$y Aro 488X3100.110° 4 4118.'k" 11' 3" 14" 27" 38"�ryn 46"66"68" 78"88"100"110 124" 11t3,iA ". 14S5-11:441.7.1( 'VI",4 j48' 0,65;, .i7.8` ;88"4 100"_ 1:10; 1?Q,;: "..4 ` ml.80.0. 12' 3" 14" 27" 38" 46" 58" 68" 78" 88" 100" 110" 122" 138" 01 A k' 4119"4'27," iiitr XVI- k§01',,J,. `$8 t7 -6t- 8$,4 11O9' 18R1 t32'' •10,41A1. 13' 3" 14" 27" 38" 46" 68 68'- 78" 88" 100" 114" 122" 134 148" o e" .0'�; 44' Zt.401•740.1418.0.'' :Q$"' 1.(67:.13.8.-;1.0.01a 12 :1 4k olta. 14' 3" 14" 27' 38" 46" 66" 68" 78" 88" 100" 114" 122" 134" 146" ' 160" ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED YAM SYP OR SPF NO. 2 OR BETTER ONLY RY • • • • • • • • •• • •• • • • • • • • • • • • •••• •••• • • • • •••• •••• • • •• •• •• • • • • •• • • • • • • • • • apmapm oaarnaaltxso9► • OAR • • • • • • • A 058184.• • B OAABD A IBC AA AM CLOWa- • 11 APP WbM RA 9' It 14' DESIGN LOADS +67.0 PST -67.8 PSF LAROE MISSILE IMPACT RESISTANCE a 185 CMRIAOC COAT VIN0T91•tAL01, NL. t7ltt VVVANMMCCN MODEL #1200 HERITAGE 3000 MODEL #1,200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PARRIS OAR 84/61 84070 IMO mg 59AeN1 IRC -1209-189-21-I 91114 414 9[ 8 IMO 81 BIC (8W0 81 SO • •