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WS-12-55Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168714 Permit Number: WS- 1 -12 -55 Scheduled Inspection Date: March 07, 2012 Inspector: Rodriguez, Jorge Owner: ALLISON, ERIC Job Address: 766 NE 95 Street Miami Shores, FL Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement 0.1.••••••• Phone Number Contractor: GENERAL IMPACT GLASS & WINDOWS CORP Parcel Number 1132060141880 Phone: (305)558 -8103 Building Department Comments INSTALLATION OF 1 IMPACT DOOR AND 14 IMPACT WINDOWS Inspector Comments Passed 1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 06, 2012 For Inspections please call: (305)762 -4949 Page 8 of 27 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20®1 Permit Type: BUILDING ROOFING OWNER: OWNERName (Fee Simple Titleholder): OR/ 34/ /-2 GIUC/2 Phone #: 2L% Address: 7bb V #„ 9� NSPermit No �� ) Master Permit No. City: �/ /Old/ State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 7 /1,2 8 City: Miami Shores County: Folio/Parcel #: � ✓cPO ' — 67/V---/ d Miami Dade Zip: ,/ .3 7 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: a6 -Rgi -/L44 Phone#: � a- 3 Address: ; Q 2 66 ' r City: M4Aa 6 State: /- Zi 'a//�_ Qualifier Name: -z2/ ®� 1 9Z Phone# �✓) State Certification or Registration #: /7 % yy, Certificate of Competency #: Contact Phone#E /'5j 5511- Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ /4'7 /V' 111 Square/Linear Footage of Work: c. .7';''�.6 Type of Work: ❑Addition ❑Alteration ❑New (epair/Replace ❑Demolition Description of Work: . . G ) 7 9 / / ? 7l71.) � �G a i 2 . S / . / 1 / / e ) ) d c £ 7 0 fi c-e ill 2, / /,7/ ,e1/ /ie / 7 ,0, �r��ss CV &die til,' A, old J 3 Mi 4 c:—.t. /4-7 SiS74A/7— CI Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must 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 -owner or Agent The foregoing instrument was acknowledged before me this 2iaV f2e e e5 day of C� , 20/I , by , 29. is personally known to me or who has produced Citi e_. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature Contractor The foregoing instrumnt was acknowledged before me this /2 day of / , 20 42_, by %Ae who is persona y.11 to me or who has produced as identification and who did take an oath. My Commission Expires: .° " "' %. Manuel I. Paguag. , lion # DD791252 ,..•° Expires: MAY 21, 2012 BONDED TUG ATLANTIC BONDING CO., INC. ******** Ala**** �h************ ***********N.B.**************** APPROVED BY si NOTARY PUBLIC: Sign: i iTixr. I omit DI t 11,1 aga # X 7912 ''•...:;...,'° Expires: MAY 21, BONDED THRU ATLANTIC BONDING CO., INC. ********************* *** * * * * * * * * * * * **** ************* Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO./1-06-0/(/- /D C70 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11111111111111 1111111111111111111111111111111 CFN 2012R0034209 OR Bk 27964 P9 0408; (1P0) RECORDED 01/18/2012 10 :23 :12 HARVEY RiiVINr CLERK OF COURT MIAMI--DADE COUNTY FLORIDA LAST PAGE 1. Legal description of property and street/address: 6 ti c1 )L/ /4 / 0AD,ea. 2. Description of improvement: J� dz.")" r 3. Owner(s) name and address: Orr—/0 ' 7-fgQ - %iew, l a Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: « � - Mj�Gl a. ;/.4-%De / tv,G 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following p in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the ex differ date jG .$fied) Signa a of Owner Print Owner's Name lz1r�'c2 .' Prepared by Sworn to and subscribed before Notary Public Print Notary's Name My commission expires: , 201/ . /l Address: �- // TE O' y .� : uA /-76Gi � , /1;i_ 3E W 123.01 -52 PAGE 4 10/04 I. Paguaga . 2 Expires: MAY 21, 9012 BONDS irx0 AllANTIC BONDING CO, INC FLORIDA BUILDING CO C,-El 7 -05 - WIND LOAD TABLES -14'0, 1 150 mph Exposure C - Enclosed Building with mean roof height Tess than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION I'SAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND.: PRESSURES -1 =PSF 446 - PKVELOC-F " Building Height Roof Slope Tess than 10 degrees Roof Slope greater than gees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -1_ 5 42.5 46.1 56.7 46.5 50.4 62-2-7 16 -20 45.2 48.9 60.2 49.4 53.5 66.1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31-40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 MIAMI -DADE COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOFDOMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLCABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category 11 Buildings - Tables 1.1 AND 6.5.5) X69 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') dt 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCp1 =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt=1 - (Section 6.5.7 FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than th larger of 4 % of the least horizontal dimension or 3 ft. WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31-40 .55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MONROE COUNTY Roof Slope Ch) MEAN ROOF `$.% HEIGHT 9,er et. a <= BWxO.1 ora < =hx0.4 BW less or equal than BL a must not be less than a= 3 feet or a= 0.04xBW ENG CO, Inc Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 E -mail: Engco@AOL.com MIAMI.OADE COUNTY �vt . f v6 & s . ', P 47 3 , BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: Jz MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.Gov buildinocode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "21000 High Impact Laminated Glass" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 09 201, titled "Series 21000 High Impact Fixed Laminated Glass Windows ", sheets 1 through 9 of 9, dated 11/02/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMIOADE COUNTY APPROVED J. Lv�l 4 i9 NOA No. 10-0104.03 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 09-201, titled "Series 21000 High Impact Fixed Laminated Glass Windows ", sheets 1 through 9 of 9, dated 11/02/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E. B. TESTS 1. Test reports on: 1) Air Jnfiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of fixed; prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6058, dated 10/23/2009, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC -2007, prepared by Tilteco, Inc., dated 11/12/09, signed and sealed by Walter A. Tillit, Jr., P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated November 03, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL-6058, issued by Fenestration Testing Laboratory, Inc., dated October 23, 2009, signed and sealed by Julio E. Gonzalez, P. E. 3. Proposal issued by BCCO, dated June 24, 2009, signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 10-0104.03 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 E -1 r7 7-7 7, rl 0 -7 Mam Shoes Village APPROVED ZONING DEPT BLDG DEPT 1111SW - '11 JAN B SUBJECT 1.0 CCIMPLIANCE \A1D-1 ALL FEDERAL STATE ANL) Cr....UN rILLES AND REGULATOS '4 444 It4 4.4 / 4 r. re NA RESIDENCE AREA TO IMPROVE NA it.: :414. L gl I I NI =I 1 I I I I I I I 1 ilTL C414:■:" 1 A. • 0 • ■ .■.0 1..41 1 •-■ ■ • • ■ ,...• ARTI • 1 3 SITE OF PROJECT 14 71:11 80;1 L FLOOR P 8 804 N • NORTH 71;" NORTH LEGEND Horizontal. Roller Window. Out Swing Door Fixed Window NA Not part of the project DRMAt MIRO BLANDON GARCIA • DATE: 12-08-2011 REVIEWED HY: SORE N. T. S. 766 N E 95 SI. Miami Shore Florida 33138 XX "En RN en -ma an 'Ng GENERAL IMPACT GLASS & WINDOWS GENERAL IMPACT Cm cuss so mos Ph... =mann Ro =mann DRAWING NUMBER 11-118 SHEET 1 OF 3 0 WO 13 Md WD 33HLO a� TYPICAL EXTERIOR ELEVATION (0) Type: Fix Maria 1 802 34 if MO Aluminum Tube Mullions of TYPICAL EXTERIOR ELEVATION (0) 1 "X$ "fig "X71," Type: Fix Marls 2A 81- MO TYPICAL EXTERIOR ELEVATION (01 Type: F6c Mark 6 & 8 r; E co X WD 644 Aluminum Tube Mullions of 1 "x4 "x3"x71Y2" 0 0 E 0O Cs 1'0 Id- CC) Aluminum Tube Mullions of 1 "x4 "xY "x71," co 654 MO EXTERIOR ELEVATION (XO) Type HR Maric .11 DD 332 Aluminum Tube Mullions of 1 "x4 "xY "x71," 35 mo EXTERIOR ELEVATION (X) Type OSD Mark 2B 802 0 81-1 MO TYPICAL EXTERIOR ELEVATION (XOX) Type HR % Y21 a) Marlc 7 & 9 Ln CO 0 �O3 WD md TYPICAL EXTERIOR ELEVATION (0) Type: Fix Marls 3 Aluminum Tube Mullions of 1 "x4"xYs "x71," 00 27 0 271 J' TYPICAL EXTERIOR ELEVATION (0) Type: Fix Mark 14 WD —712 72 MO TYPICAL EXTERIOR ELEVATION (0) WD 712 Type: Fix Marie 4 &10 72 MO EXTERIOR ELEVATION (XO) Type HR Marla 11 Aluminum Tube Mullions of 1 "x4 "xY "x71," Aluminum Tube Mullions of 1 "x4 "x) "x71)" c co 1 712 Aluminum Tube Mullions of 1 "x4 "xY "x71," 72 MO EXTERIOR ELEVATION (0X) Type HR Maria 5 WO 1-6434 17 Bed 65 TYPICAL EXTERIOR ELEVATION (0) NOTE: 1" wood buck to be independently anchored to the structure w/ a min. of 1Y" embedment @ 6" spacing from ends @ 12" o.c. elsewere. Type: Fix Maria 12 MO WD DD FIX HR OSD Aluminum Tube Mullions of 1 "x4"xYs "x71," LEGEND Masonry Opening Window Dimension. Door Dimension Fixed Window Horizontal Roller Window Out Swing Door ELEVATIONS DETAILS DRAW JAIRO BLANDON GARCIA 12 -08 -2011 METED BY: DATE: SCALE: N. T. S. (f) L_i__I Q Q CCc O F-- � O � C Cr) C M W PACT MIMS 766 NE 95 St Miami Shore Florida 33138 Welt GENERAL IMPACT GLASS & W WDOWS GENERAL IMPACT YAW CUSS mr0116 Pk= 9018830:5 DRAWING NUMBER 11 -118 SHEET 2 OF 3 Height of the House 15' - 0" LOAD TABLE FOR WINDOW AND DOOR- BRIAN TRAVERS MKS Description Qty Width (Inches) Height (Inches) Tribut. Area (SqFt) c N . Conf. Desing Press. Approved Press Manuf. Rating Glaze Product Approval N.O.A. # Psf(+) PsK -) PsK+) Psn -) WINDOWS AND DOORS 1 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 13 1/4 83 3/4 7.71 4 0 46.5 50.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type ,B, 10-0104.03 2A Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 33 '1/2 26 6.05 4 0 46.5 50.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type 10-0104.03 Series Aluminun Tube Mullions 1 1 "x4"x1/8 "x33 1/2" 4 46.5 50.4 119.3 119.3 E.S. Window, Inc. Large Missile Impact Resistant 09-0825:03 2B Series "RD45' Aluminum Entrance Door w/ wo Transom & Sidelites 1 33 1/2 79 3/4 18.55 4 X 46.5 50:4 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/16" Laminated Glass Type ,B, 09-0630.07 3 Series. "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 14 1/4 83 3/4 8.29 5 0 46.5 62.2 75.0 75.0 General Impact Large Missile Impact Resistant 5/16 Laminated Glass Type 10-0104.03 4 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window. 1 71 1/2 18 3/4 9.31 5 0 46.5 62.2 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type 10- 0104.03 Series Aluminun Tube Mullions 1 1 "x4 "x1/8 "x71 1/2" 5 46.5 62.2 80.5 80.5 E.S. Window, Inc. Large Missile Impact Resistant 09-0825.03 5 Series "18000" Aluminum Horizontal Sliding Window 1 71 1/2 65 32.27 5 0 X 46.5 62.2 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type 09-0806.03 6 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 80 1/2 18 3/4 10.48 4 0 • 46.5 50.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/16 Laminated Glass Type 10-0104.03 Series Aluminun Tube Mullions 1 - 1 "x4 "x80 1/2" CUSTOM 4 46.5 50.4 73.3 73.3 E.S. Window, Inc. Large Missile Impact Resistant 09- 0825.03 7 Series "18000" Aluminum Horizontal Sliding Window 1 80 1/2 65 36.34 4 XO X 46.5. 50.4 90.0 100:0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 8 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 80 1/2 18 3/4 10.48 4 0 46.5 50.4 75.0 75.0 General Impact Large Missile Impact Resistant Laminated Glass Type B, 10-0104.03 Series Aluminun Tube Mullions 1 1 "x4 "x80 1/2" CUSTOM 4 46.5 50.4 73.3 73.3 E.S. Window, Inc. Large Missile Impact Resistant 09-0825.03 9 Series "18000" Aluminum Horizontal Sliding Window 1 80 1/2 65 36.34 4 X0 X 46:5. 50.4 90.0 100.0 General Impact Large Missile. Impact Resistant 7/16" Laminated. Glass Type A 09-0806.03 10 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 71 1/2 18 3/4 9.31 5 0 46.5 62.2 75.0 75.0 General Impact Large Missile Impact Resistant. 5/16" Laminated Glass Type 10-0104.03 Series Aluminun Tube Mullions 1 - 1 "x4 "x1/8 "x71 1/2" 5 46.5 62.2 80.5 80.5 E.S. Window, Inc. Large Missile Impact Resistant 09-0825.03 11 Series "18000" Aluminum Horizontal Sliding Window 1 71 1/2 65 32.27 5 ' XO 46.5 62.2 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09-0806.03 12 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 643/4 18 3/4 8.43 5 - 0 46.5 62.2 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type 10-0104.03 Series Aluminun Tube Mullions 1 1 "x4 "x1/8 "x64 3/4" 5 46.5 62.2 87.8 87.8 E.S. Window, Inc. Large Missile Impact Resistant 09-0825.03 13 Series "18000" Aluminum Horizontal Sliding Window 1 64 3/4 65 29.23 5 X0 46.5 62.2 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09-0806 03 14 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 27 • .83 3/4 15.70 4 0 46.5 50.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type 10-0104.03 DRAW JAIRO BLANDON GARCIA DUE: 12 -08 -2011 ROMEO BY: N. T. S. 1114112 AMR@ 766 NE 95 St. Miami Shore Florida 33138 MM MI GENERAL .IMPACT GLASS & WINDOWS GENERAL IMPACT NWT cues NIT Plops XISES.BSOM Fae 36.T31111685 DRAWING NUMBER 11 -118 SHEET 3 OF 3 - GENERAL NOTES: 1. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOW% SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THESE WINDOWS MAY BE INSTALLED AT HIGH vaocrnr HURRICANE ZONES (MIA - DADE /BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVERSTRESSED, A 33X INCREASE IN ALLDINABLE STRESS FOR WIND LOADS WAS la USED IN THIN? ANALYSIS. FASlEtsERS SPACING IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WTT11 NDS 2005. THESE WINDOWS' ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202. & TAS -203, PER FENESTRATION TESTING LAB REPORT # 6058 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE 2. MOM DESIGN Pty€ RATINGS SHALL. BE AS PER SCHEDULES SHOWN ON SHEETS 6. 7 & 8. CRITERIA FOR I II DIFFBi�Ir SEIAP�.S SS AS D 'LMPED ON. '1145 SHFfT M.. 3. THESE WINDOWS WILLNOT' l; A 41 pRO1ECBON OE1 . 4. BESEINNIIIILIMEISILINELANZAIEELKILEMEN. 5. THESE WINDOWS COMPLY WITH SECTIONS 2411.4.1 AND 2411.4.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL SE ALUMINUM ASSOCIATION . 6063 -T6 ALLOY AND TEMPER. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON SHEET 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WTTH 50 ksi HELD STRENGTH AND 90 ksi TENSILE STRENGTH. a WOOD BUCKS NOT BY GENERAL IMPACT GLASS & WINDOWS, CORP. WOOD BUCKS MUST BE SOUTHERN PINE WITH 0=0.55. AND SHALL COMPLY WITH SECTIONS 241 THE 2007 EDITION OF THE FLORIDA GUIDING CODE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING. STRUCTURE. 9. (A) (B) k,1112., `a _.!? ri- :.il* :At* _kl tO EXISTING POURED CONCRETE (Min. f c = 2730 psi,). MIN. EDGE DISTANCE = 2 1/2". - 1/4 °0 ULTRACON 1 1/4° MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT 8° . THRU r P.T. WOOD BUCK TO EXISTING HOLLOW BLOCK WALL (Min. f m = 1924 psi,). MN. EDGE DISTANCE = 2 1/2°. - 1/4 "0 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT e©), THRU t" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. (MIN. G = 0.55) MIN. EDGE DISTANCE = 1°. - 1/4°0 ULTRACON 1 1/2" MIN. THREADED PENETRATION. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT ®). TO EXISTING MIN. 1/8° THICK ALUMINUM TUBE (6063 -T5 ALLOY) MIN. EDGE DISTANCE = 1/2°. - 1/4°0-14 TEK SCREW, MIN. 3/4° LONG, AS MANUFACTURED BY MV BIJILDEX, INC. (COMPONENT ®). (E) TO DUSTING MIN. 12 GAGE (0.106°) STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE = 3/8° - 1/4 °0 -14 TE}K SCREW, MIN. 3/4" LONG, AS MANUFACTURED BY ITW BUILDEX,INC. (COMPONENT ® ). (D) 10. PROVIDE 1/4° MAX. WAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THESE WINDOWS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 2. 12. WINDOWS' MANUFACTURER 1.460 SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE RACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL. IMPACT GLASS AND WHOM CORP. HIALEAH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 13. (A) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A STE SPECIFIC PROJECT; LE. WHERE THE STE CONDITIONS DEVIATE FROM THE PAD. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDi11ONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILDY. (C) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH YWU. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD., SHALL SUBMIT TO THIS LATTER SITE SPECIFIC DRAWING FOR REVIEW. (E) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Approved as aomplyingoriel dui Florida Date ah NoA# .....J c 3 Miami Dade Product Div. BY MIAMI -DADE COUNTY 2 OF 11415 DRAWING. STEEL AS PER DIN 1.3.3.3 AND 2326 OF L� P.E. SEAL/ / SIGNATURE /DATE * MAXIMUM DESIGN PRESSURE RATING (psf) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING FIXED WINDOW SHAPE WITHIN SQUARE "a" x "b" OR RECTANGLE "a" x "b" AS SHOWN IN DOTTED LINES AND OBTAINING MAXIMUM DESIGN • PRESSURE RATING (psf). FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 6. 7 & 8 FOR SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS. 02008 UL1ECO INC. tirirrEiVim.a TMLUIT TE$tt=O * CIO COMPANY 6356 t6� 94 SU. ffi9, 1 161 8. R J Ise P4an" i�".WB�t —1&11 E6- 000671a WALTER A TILUT Jr., P.E. FLORIDA Ur.. 44167 FLORIDA BUILDING CODE iHIgh Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED oRAwN er: LAMINATED GLASS WINDOWS uL /R.E. ." ■■ °° •• 290 wEsr 76 ROAD HIALEAH, FL. 33014 Fi% (�) 559 -8885 11/02/09 DATE 09201 MANN No SHEET 1 OF 9 .a s /8° GUMS ERE GLAZING DETAIL FOR W/ ® • 1 1 1 \--.#10x1 1/4° S.M.S 61 12° O.C. GLAZING DETAIL FOR, 7O w/8 U U L GLAZING DETAIL OR w/ 10x1 1/4" S.M.S 0 12° 0.C. GLAZING DETAIL FOR Wi3A 5/8° MASS BITE GLAZING DETAIL FOR GLAZING DETAIL FOR @w/C) ® GLAZING DETAILS SCALE 1/2" = 1" BILL OF MATERIALS ITEM # DESCRIPTION DIMENSIONS & REMARKS MATERIAL 0.) FRAME HEAD /SILL (2) REQUIRED 6063 —T6 FRAME JAMB (2) REQUIRED 6063 —T6 0� GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 —T6 l J GLAZING BEAD FOR CURVED AND COMBINATION CURVED /STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 —T6 0 WEATHER STRIPING, ULTRAFAB E -271 (4) AT GLAZING BEAD NEOPRENE O WEATHER STRIPING SOLID RUBBER (4) AT GLAZING BEAD NEOPRENE WEATHER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q375T190 (4) AT GLAZING BEAD NEOPRENE O CORNER FRAME ASSEMBLY SCREWS (2) #8 x 1" PH SMS REQ'D. STEEL 0 DOW CORNING 995 • STRUCTURAL SIUCONE 0 DOW CORNING 795 STRUCTURAL SIUCONE Q WHITE COLOR SIUCONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) SEALANT O1/4 "41 ULTRACON BY ELCO CONSTRUCTION PRODUCTS, TO POURED CONCRETE, HOLLOW BLOCK OR WOOD WALL REQ'D. (SEE SCHEDULE) CARBON STEEL t 1/4 110 ITW BUILDEX TEK SCREW TO METAL (SEE SCHEDULE) STEEL O0.145" HEIGHT BUMPER SPACER, CUT FROM 3/8 "0 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID —GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET TLB -28, CLEAR. SIUCONE 0.211* HEIGHT BUMPER SPACER, CUT FROM 3/8 "0 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID —GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET FLB -38, CLEAR. SILICONE to 0.590° (9/16' NOMINAL) LAMINATED GLASS W/ 1/4" H.S. GLASS + 0.090" SENTRYGLAS® INTERLAYER + 1 / 4' H.S. GLASS INTERLAYER 8Y: El. NCOURS 3 Co., W/NOA 09 — INC. A 09— Q312.03 GLASS ga 0.484" (7/16" NOMINAL) LAMINATED GLASS W/ 3/16" H.S. GLASS + 0.090" BUTACITE® PVB. INTERLAYER + 3/16" H.S. GLASS INTERLAYER BY: El DUPONT DE NEMOURS & Co., INC. W /NOA 09- 0312.02 GLASS 0.326" (5/16" NOMINAL) LAMINATED GLASS W/ 1/8" H.S. GLASS + 0.090° BUTACITE® PVB. INTERLAYER + 1/8" HS. GLASS INTERLAYER BY: E.I. DUPONT DE NEMOURS & Co., INC. W /NOA 09- 0312.02 GLASS Q FRAME HEAD & SILL 6063 -T6 ALLOY ® .FRAME JAMB, 6063 -T6 ALLOY 30 GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS 6063 -T6 ALLOY COMPONENTS SCALE 1/2" = 1' .370° .050" / \,,r.) GLAZING BEAD FOR CU = D AND COMBINATION CURVED/STRAIGHT FRAME WINDOWS 6063 -T6 ALLOY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approvedes complying with es Merida Dam o IC; NOAH a3 Milani Dade By MIAMI -DADE COUNTY P.E. SEAL/SIGNA LIRE /DATE *2059 T113ECO INC. IL ECO 1Nc. BUJT TESrnav a ENGINEER= COMPANY 6398 N.V. 35*. 91. Us. 309, MGM OMENS. R 33166 Phone a1 —1931 ER- 0006719 WALTER A. ROMA GLUT t le. 44187 SERIES 21000 HIGH IMPACT FIXED . LAMINATED GLASS WINDOWS DRAWN BY: A./ 1.E. 290 VIEW 78 ROAD MOH. FL 33014 PHONE: 305) 558-8103 FAX 858 -6683 9a:r 11/02/09 DATE 0Q6 NO 0W1>TION 0195 1122. NO INONXIMON 09-201 DRAWING No s 2 SHEET 2 OF 9 °a° FRAME WIDTH SHORT SIDE (SEE SCHEDULE) B //4 DETAIL 1 /9—r 10 OR ® OR -D.LO. (a) 1 A/44 CASE 1: RECTANGULAR SCALE: 1 /2 ° =1' -0 ['Sr= MAX. ANCHOR SPACING (SEE SCHEDULE ON SHEET 9) FOR °a' FRAME WIDTH (SHORT SIDE), "V FRAME LENGTH (LONG SIDE) AND MAX. D.LO. (a) AND MAX. D.LO. (b) SEE SCHEDULES ON SHEETS 6, 7 lc 8. B'/ 'a° FRAME WIDTH SHORT SIDE (SEE SCHEDULE) A'/544 p+ DETAIL 2/9 tb OR CQ OR B' L5 // .LO. (a) �n tot \ � I \ f _ A' /5a J DETAIL 1/9 -0 +Q CASE 2: HALF ROUND TOP scam 1/2' =1' -0 Cr ALL AROUND TYP.) 'a° FRAME WIDTH SHORT SIDE (SEE SCHEDULE) R/540+@- rs' DETAIL 2/9 O + DETAIL 1 /9 TYPICAL EXTERIOR ELEVATIONS FOR SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOW (SEE NOTE * ON SHEET 1) --0 +�1 CASE 3: EYEBROW SCALE: 1 /2' =1 FLORIDA BUILDING CODE (High Veloci Hurricane Zone) Approved es complying with the Honda Dee o NOM bawd Dade By MIAMI -DADE COUNTY P.E. SEAL/SIGNATURE/DATE O 2909 m,ECC INC. /1itIiNC.\ TILUT TOTEM & EN to COMPANY 6295 Pl s s 7th -1SiD .V. eAc=1R3e3188 WALTER FLORID nLic. 44187 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 088 -8103 FAX ((33p055)) 588 -8865 trencgerawallnepact.enn DRAWN WY: LA./RL 11/02/09 DATE *t .o Olt INN No 09-201 DRAWING Na i SHEET 3 Or 9 1/8' MINIMUM WALL THICKNESS ALUMNUM ALLOY 6063 –T5 DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A5OO, A653 OR A36 WITH 12 GA 0.1061 MINIMUM WALL THlCKN AK ED. (SE NOTE 9/1) BEYOND o G o O 1/4" MAX. f SHIM SPACE CONY. (TYP.) ALUMINUM /NYLON ANCHOR COVER (n'P•) BEYOND 10 OR ® OR ®--- 1/4" MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9 /1) MTN. 2'x4" P.T. WOOD BUCK POURED CONCRETE OR CONCRETE BLOCK REV. MIN. EMBEDMENT. (SEE 9/1) 1 xP.T. WOOD BUCKS (SEE NOTE 8/1) MIN. SEE NOTE 9/1 1/4" MAX. SHIM SPACE (OR LONG SIDE, 6 BEYOND HOOK ®0R BEYOND e 0 OR OR 11§}—.- BEYOND BEYOND OPTIONAL ALUMINUM /NYLON ANCHOR COVER 1 MIN. THREADED PENETRATION (SEE NOTE 9/1) MIN. 2°x4° P WOOD BUCK CONT. (TYP.) 4" Max. SHIM SPACE SECTION A -A SCALE: 3/8"=1" POURED CON OR CONCRETE BLOCK RE6'D. MIN. EMBEDMENT. SEE NOTE 9 /1) 1 xP T. WOOD BUCKS (SEE NOTE 8/1) O CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER POURED CONCRETE OR CONCRETE BLOCK REO'D. D.LO. (a) 'a' FRAME WIDTH (OR SHORT SIDE. SEE SCHEDULE) CONT. (TYP.) OPTIONAL ALUMINUM/NYLON ANCHOR COVER Ow.) t/4° MAX. SHIM FACE 1" P:T. W000 BUCK (SEE NOTE 8/1) 1/8• MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -45 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL.) OR MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A65.3 OR A36 WITH 12 GA (0.106°) MINIMUM WALL THICKNESS. (a) –.-'a" FRAME WIDTH OR SHORT SIDE, SEE SCHEDULE) SECTION B -B SCALE: 3/8 " =1" Appioved Florida as �8 8 Oro Dor Co Miami Dada Product Carnal 4,4,3 • Di ' By MIAMI –DADE COUNTY P.E. SEAL/SIGNATURE/DATE 02008 1113'ECO tsC. /1itEZZ\ TU.UT TESTING * ENGINEERING COMPANY 8358 NAL 3501. (305)E01-1533 . 1531.iil� ®- 0006719 WALTER A. 11LLIT L 44167 MIN.f E.D. SEE NOTE 9/1 N 1 FLORIDA BUILDING CODE (Hi ?h Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS aaliMe .'mmars 290 WEST 78 ROAD MLD* . FL 33014 PHOIE: (305) 558 -8103 FAX: (305) 558 -6885 •9olartftpacLamm !A OCxafflWll X RON Ef: M a 4 OORIOPEON ORE DRAWN BY: I.A. /R.E. 11/02/09 DATE 09-201 DRAWING Na SHEET 4 OF 9 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED MULLON OR (UNDER SEPARATE STEEL MEMBER BY OTHERS IR SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106") MINIMUM WALL THICKNESS. 61 0 MK (SEE 9/1) BEYOND 10 OR OR �---- f SHIM SPACE CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (M.) BEYOND BEYOND BEYOND MIN. 2'x4" P.T. WOOD BUCK MIL E.D. '-'"(SEE NDIE 9/17— I/4" MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK REQ'D. MIN. EMBEDMENT. (SEE NOTE 9/1) MIN. THREADED PENETRATION 1 xP.T. WOOD BUCKS (SEE NOTE 9/1) (SEE NOTE 8/1) 1/4' MAX. SHIM SPACE BEYOND BEYOND 8°R BEYOND BEYOND 1/4' MAX. SHIM SPACE O CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER POURED CONCRETE OR CONCRETE BLOCK REQ D. 1/4" MAX. SHIM SPACE EMBEDMENT. SEE NOTE 9/1). ...• MIN. 2'x4° P WOOD BUCK OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) CONT. (TYP.) 4" Max. SPACE POURED CONC OR CONCRETE BLOCK REO'p. SECTION A'—A' SCALE: 3/8 ° =1" MIN. MENT. SEE NOTE 9/1) 1 xP.T. WAD BUCKS SEE NOTE 8/1) 5 LO. (a °a' FRAME WIDTH (OR SHORT SIDE, SEE 0 CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER I/4* MAX. SHIM SPACE ,.rrr (a) FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE) SECTION B' -B' SCALE: 3/8" =1" 1. P.T. WOOD BUCK (SEE NOTE 8/1) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T8 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) OR FEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106") MINIMUM WALL THICKNESS. 11 11 ii L L4 MIN. E.D. SEE NOTE 9/1 NN I FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as complying with l Code Florida Date —s • �' 2010 Nom - - - - .03 Miami Dade product MIAMI —DADE COUNTY /% ®f. P.E. SEAL/SIG I ATURE /DATE 0 2009 RUE= INC. /1itE.\ TIWT TESTING & EN9INEERINO COMPANY 6355 �� +_ 54. %s g . re "(. )871 4160 a -ems t9EeWom4�m� EB— C=6719 WALTER A. TILLIT Jr.. RE. FLORIDA Um 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: I.A. /R.E. 11 11 ■• ■■ ■■ ON MO WEST 33014 ROAD PHONE: 305) 658 -8103 FAX: (305) 558 -6885 IMISIM:00099 .r..11meolln100e.tearn 1 2 cost Immo. s 11/02/09 DATE 09-201 DRAWING Nu SHEET 5 OF 9 "a" "b" W psf + W psf MAX. D.L.O. 18" 130 154 OR 24" 130 154 30° 130 154 (LONG SIDE) 36" 130 154 42° 130 . 154 54' 48" 130 154 54" 130 154 60° 130 154 66° 130 154 36° 72° 130 154 42" 78" 130 154 84° 130 154 18" 90" 130 154 96" 130 154 154 102° 130 154 108" 130 154 • 114° ' 130 154 120" 130 154 126" 130 154 132' 130 154. 138" 130 154 144° 130 154 �■ 150" 130 154 158" 130 154 162° 130 154 y. 168" 130 154 72" 174" 130 154 180" 130 154 MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS DESIGN PRESSURE RATING "W" "a" "b" W psf + W psf - MAX. D.L.O. 24° 130 154 OR 30" 130 154 36" 130 154 (LONG SIDE) 42" 130 154 48° 130 154 54' 54° 130 154 80" 130 154 66° 130 154 72° 130 154 36° 78" 130 154 42" 84" 130 154 90" 130 154 24° 96' 130 154 102" 130 154 108° 130 154 114" 130 1'54 • 120' 130 154 126" 130 154 132" 130 154 138' 130 154 144" 130 154. 150" 130 154 �■ 156" 130 154 162" 130 154 168" 130 154 y. 174" 130 154 72" 180° 130 154 186° 130 154 192" 130 154 196° 130 154 MAXIMUM DAY LIGHT OPENING (D.L.O.) FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX. DAY LIGHT OPENING (D.LO.) Formula MAX. D.L.O. 02 + 0 , 20 + 03 130 (a) OR "a "- 3.526" (SHORT SIDE) ® + ® , ®+ 3g MAX. D.L.O. 0 + O , O + 0 154 (LONG SIDE) 0 + 0 + C " b " " -3.52fi SCHEDULE VALID FOR ALL SHAPES WITH GLASS "a" "b" W psf W psf 30° 30" 130 36" 138 42° 130 48' 130 54" 130 60" 130 66" 130 I2° 130 78" 130 84' 130 80' 130 96" 130 102° 130 108" 130 114' 130 154 154 154 154 154 154 154 154 154 154 154 154 754 154 154 120° 130 154 126' 130 132' 138" 144° 150" 153' 156" 1620 168" 174' 180° 186" 192' 196' 130 130 130 130 130 130 130 130 130 130 154 154 154 154 154 154 154 154 154 154 154 130 154 130 154 130 154 "a" "b" W psf + W psf - - - 36' 130 154 42" 130 154 46° 130 154 54" 130 154 r 60" 130 154 54' 66' 130 154 72" 130 154 78" 130 154 84" 130 154 36° 90" 130 154 42" 96" 130 154 102" 130 154 108' 130 154 114' 130 154 120" 130 154 126' 130 154 • 132' 130 154 138° 130 154 144" 130 154 150' 130 154 156" 130 154 162' 130 154 �■ 166° 130 154 DIMENSIONS LEGEND f a 1 F_DL0 (b) C 0 "a" DLOI (a) O a i 1 m A m "a" "b" W psf W psf 54" + 42' 130 154 48" 130 154 54' 130 154 80' 130 154 54' 66° 130 154 72" 130 154 78' 130 154 84" 130 154 90" 130 154 42" 96° 130 154 102" 130 154 108" 130 154 114° 130 154 120° 130 154 126° 130 154 132° 1 130 154 138° 130 154 142" 130 154 48" 130 154 54" 130 154 60' 130 154 �■ 66" 130 154 72° 130 154 78" 130 154 y. 84° 130 154 72" 90' 130 154 85" 130 154. 96" 130 154 102" 130 154 108" 130 154 114" 130 154 120° 130 154 125' 130 152 "a" "b" W psf + W psf 54" 120.3 142.5 60" 120.3 142.5 66° 120.3 142.5 72° 120.3 142.5 78" 120.3 142.5 54' 84" 120.3 142.5 90° 120.3 142.5 96" 120.3 142.5 102° 120.3 142.5 108° 120.3 142.5 111" 120.3 139 60° 108.3 128.3 66" 108.3 128.3 72' 108.3 128.3 76° 108.3 128.3 78 108.3 128.3 84" 108.3 128.3 90" 108.3 128.3 96" 10113 128.3 100° 106.3 128.3 Al 66" 98.5 116.67 72° 98.5 116.67 �■ 78" 98.5 116.6 84° 98.5 116.6 90" 98.5 116.6 72" 90.3 106.9 72" 78" 90.3 106.9 83° 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) MIAMI -DADE COUNTY /vim / vUR P.E. ss�// NATURE /DATE 0 2008 TO.TECO INC. /1i[Ii1.\ TILLIT TESTING & ENGINEERING COMPANY ago 14.X. Meek -.4.__Sts. SO, 21222144 GAIMENS. Ri 321511 E8- 0006719 WALTER FLORIDA 1 ic. MLR 4r., P.E. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN 9Y: LA./R.E. .. ■■ .■ ■■ 290 NEST 78 ROAD HWF.AH. FL 3301* PHONE: (308) 558-8103 www..g (305) 1 M°.1+s1 9 11/02/09 DATE mmr mb, mksmmrmor 0. m 09-201 SRAWINo 3 2 1 s SHEET 6 OF 9 ..a" "b" W psf + W psf MAX. D.L.O. (SHORT) SIDE) 18' 90 90 0 + @,0 +c OR 0 + @ , 0 + 24" 90 90 90 30" 90 90 90 36" 90 . 90 72" 42" 90 90 90 48" 90 90 90 `4 90 90 90 60" 90 90 66" 90 90 36' 72" 90 90 90 78" 80 90 90 84" g0 90 18° 90" 90 90 96" 90 90 90 90 102" 90 g0 90 108" go 90 90 114" 90 g0 80 120" g0 g0 80 126" 90 90 90 132" 90 90 90 138' 90 90 90 144" 90 90 90 150" 90 90 90 156" 90 90 90 162' 90 90 90 168" 90 90 90 174" 90 90 90 180' 90 90 MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS DESIGN PRESSURE RATING "W" SCHEDULE VALID FOR ALL SHAPES WITH GLASS "a" "b" W psf + W p.sf MAX. D.L.O. (SHORT) SIDE) 24' 90 90 0 + @,0 +c OR 0 + @ , 0 + 30' 90 90 90 36" 90 90 90 42" go 90 72" 48" go 90 90 54" 90 80 90 60" 90 90 90 66' 90 90 72" 90 90 36' 78' go 90 90 84" 90 90 90 110" 90 90 24" 86" 90 9Q 90 ' 102' 90 90 90 106" 90 90 90 114' 90 g0 90 120' 90 90 80 126' 90 90 80 132' 90 90 90 138" 90 l 90 90 144° g0 90 . 90 150" go 90 90 156' g0 90 90 162' go 90 90 166" 90 90 90 174' go 90 90 180' g0 90 90 186' g0 90 191 90 90 MAXIMUM DAY LIGHT OPENING (D.L.O.) FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX. DAY LIGHT OPENING (D.LO.) Formula MAX. D.L.O. (SHORT) SIDE) O +0,02 +C + OR + @ "au-3.526" MAX. D.L.O. (b) (LONG SIDE) 0 + @,0 +c OR 0 + @ , 0 + "b "- 3.526" ..a" "b" W psf + W psf - 30" 90 90 48" 36° 90 90 90 42" 90 90 90 48' 90 90 72" 54° 90 90 90 60" 90 90 90 66" 90 90 90 72' 90 90 78" 90 90 36' Be 90 90 90 90" 90 90 90 96" 90 • 90 30" 102" 90 90 90 ' 108" 90 90 90 114° 90 g0 90 120" 90 90 90 126' 90 90 80 132" 90 90 80 138" g0 90 90 144" 90 90 90 150" g0 90 90 153° 9Q 90 90 198' 90 90 90 162' g0 - 90 90 168" 90 40 90 174° 90 90 90 179 90 90 ..a" "b" W psf + W psf - 36° 90 90 48" 42' 90 90 90 48' 90 90 90 54" 90 90 72" 60" 90 90 90 66" 90 90 90 72" 90 90 90 78" 90 90 84" 90 90 36' 90" 90 90 90 96° 90 90 90 102' 90 90 90 108° 90 90 90 ' 114" 90 90 90 120" 90 90 90 126' 90 90 90 132" 90 90 80 138" 90 90 80 144" 90 90 90 150" 90 90 90 152" 90 90 DIMENSIONS LEGEND. f 6 a 1 "b° 1.-- T DLO (b) 9 G DLOI fa) 0 i "a" "b" W psf + W psf 42" 90 90 48" 90 90 54" 90 90 60" 90 90 66" 90 90 72" 90 90 78" 90 80 84" g0 90 42" 90" 90 90 96' 90 90 101' 102" 90 90 60° 108" 90 90 6s" 114" 90 90 72" 120" 90 90 76° 126° 90 90 ' 78" 130' go 90 84" 48" 9n 90 90° 54" 90 90 86" 60° 90 80 • 72" 66' 90 80 76' 72" 90 90 78" 78" 90 90 48" 84° 90 90 72" 90" 90 90 76' 95" 90 90 96' 90 90 102" 90 90 108" 90 90 114" 90 90 Approved as complying with fba Florida Date � �20 10 Nom Miami Dade Pry C 3 BY MIAMI -DADE COUNTY E. S , GNATURE P. / /DATE O zoos IU3ECO INC. /1irENC.\ 711d1T TESTING It ENGINEERING COMPANY 63 N.L Mb. 8!, Ste. $66. I W1 Q R 33186 Phone : poem . F01 13 -,e3, e-mmk Ea- 0006719 FLORIDA 44167 .an 1 "b" W psf + W psf - 54" 83.3 83.3 60" 83.3 83.3 66" 83.3 83.3 54" 72' 83.3 83.3 78' 83.3 83.3 84' 83.3 83.3 90' 83.3 8.3.3 96' 83.3 83.3 101' 83.3 83.3 60° 75 75 6s" 75 75 72" 75 75 60' 76° 75 75 78" 75 75 84" 75 75 90° 75 75 86" 68.2 68.2 • 72" 682 68.2 66° 76' 68.2 68.2 78" 682 68.2 8.3" 68.2 68.2 72" 62.5 62.5 72" 76' 62.5 62.5 FLORIDA BUILDING CODE (High Velocity SERIES 21000 HIGH IMPACT FIXED LAMINATED-GLASS WINDOWS ■■ ,. ■e on MO 1111 UM Sr 21113 WEST 78 ROAD HIALEAH. FL 33014 PHONE: 398 -8103 FAX: 558-.6685 aaa.gwaraerripeet.com 6 t NM I: 1 f 4 Hurricane ZoneL DRAWN at u4/R.E. 11/02/09 DATE 09 -201 ose DRAWINO Na SHEET 7 OE 9 • "a" "b "' W psf + W psf — MAX. D.L.O. 18" 75 75 OR 24" 75 75 30" 75 75 (b) 36" 75 75 10 + ®, (D+ g 42° 75 75 - - 48" 75 75 54° 75 75 36" 60° 75 75 66° 75 75 30" 72" 75 75 90" 78" 75 75 84° 75 75 54" 90" 75 75 18" 96" 75 75 69.4 114" 102" 75 75 120" 108" 75 75 126" 114° 75 75 132° 120" 75 75 138° 126" 75 75 - 144" 132" 75 75 148° 138" 75 75 144° 75 75 150" 75 75 156" 75 75 162" 75 75 168" 75 75 174" 75 75 180" 75 75 MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS DESIGN PRESSURE RATING "W" SCHEDULE VALID FOR ALL SHAPES WITH GLASS 1GB H "a" "b" W psf + W psf — MAX. D.L.O. 24" 75 75 OR 30" 75 75 36" 75 75 (b) 42" 75 75 10 + ®, (D+ g 48° 75 75 42" 54" 75 75 60" 75 75 36" 66' 75 75 72° 75 75 30" 78' 75 75 90" 84" 75 75 90° 75 75 54" 96" 75 75 . 24" 102" 75 75 69.4 114" 106" 75 75 120" 114" 75 75 126" 120" 75 75 132° 126" 75 75 138° 132" 75 75 - 144" 138" 75 75 148° 144" 75 75 t50" 75 75 156" 75 75 162" 75 75 168° 75 75 174" 75 75 180" 75 75 185° 75 75 MAXIMUM DAY LIGHT OPENING (D.L.O.) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX. DAY LIGHT OPENING (DLO.) Formula MAX. D.L.O. 0 +0,0 +03 (a) OR "a" —3.526 " (SHORT SIDE) ® + ® , ® + MAX. D.L.O. 01 + ® , 0 + 03 75 (b) OR "b "- 3.526" (LONG SIDE) 10 + ®, (D+ g 54" "a" "b" W psf + W psf — 30" 75 75 36" 75 75 42" 75 75 48" 48° 75 75 54" 75 75 42" 60" 75 75 66" 75 75 36" 72" 75 75 78° 75 75 30" 84" 75 75 90" 75 75 74 96" 75 75 54" 102" 75 75 108" 75 75 69.4 114" 75 75 69.4 120" 75 75 62.5 126" 74 74 62.5 132° 72 72 62.5 138° 71 71 62.5 - 144" 71 71 148° 70 70 na" "b" W psf + W psf — 36° 75 75 42° 75 75 48° 75 75 48" 54" 75 75 60" 75 75 42" 66' 75 75 72° 75 75 36" 78" • 75 75 84° 75 75 90" 75 75 96" 74 74 1020 69 89 54" 108' 65 65 114" 62 62 69.4 120° 59 59 69.4 123 ° 58 58 "a" "b" W psf + W psf — 42" 75 75 480 75 75 54" 75 75 48" 60" 75 75 66" 75 75 42" 72° 75 75 78" 75 75 84" 75 75 90" 75 75 95" 69 69 102° 63 63 105° 61 61 DIMENSIONS LEGEND a n "b" Fa- DLO (b) o 0 � DLOt L no. "b" W psf + W psf — 48° 75 75 54" 75 75 60' 75 75 48" 66" 75 - 75 72" 75 75 78" 75 75 84° 75 75 90" 70 70 . 92" 69 69 54" 69.4 69.4 60' 69.4 69.4 66" 69.4 69.4 54" 72" 69.4 69.4 78" 69.4 69.4 82' 69.4 69.4 60° 62.5 62.5 60" 66" 62.5 62.5 72" 62.5 62.5 74' 62.5 62.5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE 02069 TILTEGO INC IL TIWT TESTING a ENGINEERING COMPANY 8333 N.L 361h. 6 . 8b. 70.9. %IRMO OMENS. R 33166 Plana . (308)951 -1550 . Fax 1 (30.7)571 -1031 a-nmo: 6 axugal Ram EB- 0008718 WALTER A. FLORIDA Uk441"67 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (N5) 558 -8865 twatilias ira 11w gelmmllrl�metexm PM 110 0C3131,11311 MIi 2 N:1" 6. a 4 oexianms MIS DRAWN 137: LA. /R.E. 11/02/09 DATE 09-201 DRAWING No SHEET 8 OF 9 MAXIMUM ANCHOR SPACING SCHEDULE "S" SUBSTRATE _ ANCHOR TYPE NEGATIVE DESIGN LOAD (Ps) HEAD HEAD/SILL / . JAMB . E ONC TE OR (W pox g& & g1) 1/41' ULTRACON ® 75 or less 9" 0.C. 12" O.C. > 75 up to 90 9" 0.C. 11 1 /2" 0.C. > 90 up to 130 8" O,C, 8" O.C. > 130 up to 154 6 1/2" 0.C. 6 1/2" Q.C. WOOD (SEE tcm ') 1 /4 "� ULTRACON 8 75 or less 9" O.C. 9 1/2" O.C. > 75 up to 90 • 8" O.C. 8" O.C. > 90 up to 130 5 1/2" O.C. 5 1/2" O.C. > 130 up to 154 4 1/2" O.C. 4 1/2" Q.C. METAL (s EE NDIE 90/1 & /4 75 or Tess g" O.C. 12" O.C. 1/4 "0 TEK SCREW 8 > 75 up to 90 9" 0.C. t2" 0.C. > 90 up to 130 8" Q.C. 8" 0.C. > 130 up to 154 7" 0.C. 7" 0.C. CONT. ALL AROUND SPOT WELD ER -4043 CONT. ALL AROUND TYPICAL CORNER FRAME CONNECTION (TOP). DETAIL SCALE 3/4" =1" TYPICAL CORNER FRAME CONNECTION (TOP & BOTTOM) DETAIL 1 SCALE 3/4 " =1" {2) #B x 1" PH S.M.S. Aorida es + swith t s Dates I POIO NOM O - .. Miami lire P>�IctComm! ©3 MIAMI -DADE COUNTY P.E. SEAL/ EAL/ /DATE 02009 111TECG INC. ./ IL E C O TWO TESTING & ENOINEENINO COMPANY 3395 PMlL1f. o S!a , 164616 Q ]311' a a -1631 ES- 0006719 WALTER A. 1ILUT FLORIDA Lk. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY 290 WEST 78 ROAD /WEAN, FL 33014 PHONE: {305 558 -8103 FAX: (305) 558.8665 ***.9onerofirnpactaant uKt NO 0111311113.11011 13= Itt1G, 30 1 3 o 0111311131103 tale 11/02/09 DATE 09-201 DRAWING No SHEET 9 OF 9 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 51E 2_2 STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS STEP 5 ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 4 N GLAZ NG PRODUCT I11I 11 6.000 d I I 2.000 —=1 TUBULAR SHAPES ALLOY = 6063 -T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCT Engr: ARSHAO VIQAR CM. FLA. PE 1 38863 C.A.N. 3538 0 1 2009 PRODUCT RENEWED as complying with the Florida Y3ufdJ g Code Ate; *.e No "''-" oz Dae �i'.ireSi 20/e • Miasai 'a. Prod Confrol 0 n � � N 42 A 0° 1 O t O 0 oOEM d < pQ g re O 4 m3a 6 �Zm 0 4WetER ALUMINUM TUBE MULLIONS 0 I 0 Z 0 3 J FAX. (305) 624 -7777 kn 1 v 0 c 0 a •1 ai a 2 0 U 8 rc 0. 0. UPDATED FOR 2004 FBC NO CHANGE THIS SHEET to g N O W a REV. PER BCCO COMMENTS a c a 0 Lei 0 e a 11i 0 8 10 N b (c o 1u 0 ■ U 0 S 1 St r, 0 W drowing no. M04 -04 (sheet 1 of El 1.000 r .125 3.000 =-.125 1 X 3 STD. MULLION 6063 -T6 4.000 1 X 4 STD. MULLION 6063 -T6 2.000 Ed = MIN. EDGE DIST. 1/2° FOR 1/4° DIA. ANCHORS 5/8° FOR 5/16° DIA. ANCHORS ANGLE CLIP 6063 -T5 Ed. 1.000r- .125 1 X 3 CUSTOM MULLION 6063 -T6 2 X 3 STD. MULLION 6063 -T6 i 1.000 I- .125 1 X 4 CUSTOM MULLION 6063 -T6 4.000 2 X 4 STD. MULLION 6063 -T6 NOTCH OPTIONAL AL. 1/2" Ed = MIN. EDGE DIST. 1/2° FOR 1/4° DIA. ANCHORS 5/8° FOR 5/16" DIA. ANCHORS MULLION CLIP 6063 -T6 Ed. NOTCH OPTIONAL Ed = MIN. EDGE DIST. 1/2" FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16° DIA. ANCHORS MULLION CLIP 6063 -T6 j°-�— 2.000 --1 5.000 2 X 5 STD. MULLION 6063 -T6 x.125 .125 6.000 1=--2.000-1_[-.125 2 X 6 STD. MULLION 6063 -T6 .125 6.000 2.000� x.250 9 .250 2 X 6 HEAVY MULLION 6063 -T6 Engr. ARSHAD VICAR P.A. CIVIL PE # 38863 C.A.N. 3538 OCT 0 Y 2009 PRODUCT RENEWED rvmplying with the Florida Ralilr' • Coda Pl.=critz= No E'. ;viral= Date BY %Marra sade Prodad Control t ALUMINUM TUBE MULLIONS • (305) 624 -7777 r-+ rn c 0 c O n 0 v 1n 0 z UPDATED FOR 2004 FBC NO CHANGE THIS SHEET REV. PER BCCO COMMENTS r .0 w .y m 0 0 V.0 0 0 0 W 0 8 0 0 0 0 0 m 0 m CO" 0 0 N Q4 0 a 0 0 N 0 0 u drawing no. M04 -04 sheet 2 of 8 sheet 3 of 8) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN • LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN 1 % 3 STD. 1 X 4 STD. 1 %3 CUSTOM 1 X 4 CUSTOM 2 X 3 STD. 2 X 4 STD. 2 X 5 19 -1/8" 26-1/2 - 30 37" 42' 48" 54" 60' 66' 72" 38 -3/8" 150.0 150.0 150.0 150.0 STD. 150.0 2 X 8 STD. 2 X 8 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. I X 4 STD. I X 3 CUSTOM 1 X 4 CUSTOM 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. STD. BEAVY WINDOW DIMS. WIDTH (thr) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. STD. STD. HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.6 150.0 150.0 150.0 150.0 I50.0 150.0 130.9 150.0 150.0 150.0 150.0 150.0 150.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 104.7 150.0 150.0 150.0 150.0 150.0 150.0 95.2 150.0 146.8 150.0 150.0 150.0 150.0 87.3 140.1 134.6 150.0 150.0 150.0 150.0 19 -1 /8' 26 -1/2" 30' 37" 42" 48' 54' 60" 66" 72" 7471/4" 74.6 140.9 115.1 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 38.5 72.8 59.5 106.4 148.9 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 29.7 56.1 45.9 82.1 114.5 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 23.8 44.9 36.7 65.6 91.8 121.7 150.0 21.6 40.8 33.4 59.7 83.5 110.6 150.0 37.4 30.6 19 -1/8" 26 -1/2' 30- 37- 42" 48" 54" 60" 66" 72' 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 97.6 150.0 150.0 . 150.0 150.0 150.0 150.0 85.9 138.0 132.6 150.0 150.0 150.0 150.0 75.2 120.8 116.0 150.0 150.0 150.0 150.0 65.8 107.3 103.1 150.0 150.0 150.0 150.0 60.2 96.6 92.8 141.2 150.0 150.0 150.0 54.7 67.8 84.4 128.4 150.0 150.0 150.0 50.1 80.5 77.3 117.7 150.0 150.0 150.0 19 -1/8' 26 -1 /2" 30' 37' 42" 48' 54" 60- 66- 72" 84" 51.5 110.1 79.5 54.7 150.0 76.5 150.0 66" 37.9 27.3 55.3 96.7 146.1 27.3 39.9 105.5 150.0 24.1 61.7 93.2 150.0 28.6 50.0 75.5 25.2 44.1 66.5 122.3 107.0 34.3 51.8 30.8 46.6 85.6 28.0 77.8 25.7 35.8 713 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 26.6 56.9 41.1 83.2 116.4 23.4 50.1 36.2 73.3 102.5 150.0 135.8 150.0 150.0 20.5 43.9 31.7 64.1 89.7 118.8 150.0 39.0 28.2 57.0 79.7 105.6 150.0 35.1 25.3 51.3 71.8 95.1 150.0 31.9 23.0 46.6 65.2 86.4 150.0 29.2 21.1 42.7 79.2 145.5 26-1/2" 54" 66" 28.5 20.5 41.6 115.6 150.0 30.0 26.5 46.3 73.7 135.4 21.5 37.6 109.8 33.1 52.6 96.7 29.0 46.1 84.6 25.7 40.9 75.2 2.3.2 36.8 67.7 30.7 56.4 19 -1/8" 26 -1/2' 30" 37" 42" 48' 54' 60' 66' 72- 58' 143.8 150.0 150.0 150.0 150.0 150.0 150.0 - •.103.8 91.7 150.0 • -150.0 150.0 150.0 150.0 150.0 147.2 141.4 150.0 150.0 150.0 150.0 74.3 119.3 114.7 150.0 150.0 150.0 150.0 65.5 105.1 101.0 150.0 150.0 150.0 150.0 57.3 92.0 88.4 134.5 150.0 150.0 150.0 50.9 81.8 78.6 119.5 150.0 150.0 150.0 45.8 73.6 70.7 107.6 150.0 150.0 150.0 41.7 66.9 64.3 97.8 136.8 150.0 150.0 38.2 61.3 589 89.6 125.4 150.0 150.0 19 -1/6" 26 -1/2 30" 37' 42" 46- 54" 60" 66" 72" 96'4 34.5 74.0 53-3 108.1 150.0 150.0 150.0 24.9 53.4 .. 38.4 76.0 124.4 22.0 47.2 ' 34.0 68.9 109.9 145.6 150.0 38.2 27.5 55.9 89.1 150.0 33.7 24.3 49.2 78.5 104.0 150.0 ;29.5 21.2 43.1 68.7 91.0 150.0 26.2 38.3 61.0 80.9 148.6 23:6 34.4 72.8 133.7 21.4 31.3 49.9 66.2 28.7 111.5 48" 54" 60" 21.9 32.0 56.0 89.0 23.1 20.4 35.7 56.8 104.3 25.5 74.5 22.3 35.5 65.2 31.5 57.9 28.4 52.1 47.4 23.6 43.4 19 -1/8" 26 -1/2' 30' 37- 42' 48" 54° 60" 66" 72' 63" 121.9 150.0 150.0 150.0 150.0 150.0 150.0 88.0 141.2 135.7 150.0 150.0 150.0 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 63.0 101.2 97.2 147.9 150.0 150.0 150.0 55.5 89.1 85.6 130.3 150.0 150.0 150.0 48.6 78.0 74.9 114.0 150.0 150.0 150.0 43.2 69.3 66.6 101.3 141.8 150.0 150.0 38.8 62.4 59.9 91.2 127.6 150.0 150.0 35.3 56.7 54.5 82.9 116.0 150.0 150.0 32.4 52.0 49.9 76.0 106.3 140.8 150.0 19 -1 /5" 26 -1/2" 30- 37" 42" 48- 54- 60" 66° 72" 108,: 24.2 51.9 37.4 75.9 132.7 150.0 37.5 27.0 54.8 95.8 130.2 150.0 33.1 23.9 48.4 84.6 150.0 26.9 39.2 68.6 93.3 150.0 23.7 34.6 60.4 150.0 20.7 30.2 52.9 71.9 132.1 26.9 47.0 63.9 117.4 24.2 42.3 57.5 105.7 22.0 38.5 52.3 20.2 35.3 47.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE ' D' AND .' E' APPLICABLE TO 47, 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULUONS. MULLIONS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR 9.1APE GLAZING PRODUCT VERTICAL e- MUU.JON GLAZI NG PRODUCT o I m WI TYPICAL MULLION ARRANGEMENTS 2 HORIZONTAL MULLION PRODUCT • GLAZING PRODUCT GLAZING PRODUCT MULUON SPAN Emir: ARSHAO MAR FIA PE 1 38883 CAN. 3536 OCT. 0 1 Z009 PRODUCT RE:MIMED as t=maying with the Florida late afia. Accqp-tee No rl re etogiir (306) 282 -6978 0 MULLION \M04 -04(5 to ALUMINUM TUB UPDATED FOR 2004 roc 0 0 ai 0 1 drowing no. M04-04 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (w) MULL SPAN A B C D E 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.1 150.0 150.0 150.0 150.0 116.0 150.0 150.0 150.0 150.0 102.2 150.0 132.9 150.0 150.0 89.4 150.0 116.3 150.0 150.0 79.5 147.3 103.4 150.0 150.0 71.5 132.6 93.1 150.0 150.0 65.0 120.5 84.6 150.0 150.0 59.6 110.5 77.6 150.0 150.0 19-1/8" 26-1/2" . 30" 37° 42" 48" 54" 60" 66" 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 122.8 150.0 150.0 150.0 150.0 108.5 150.0 141.1 150.0 150.0 87.9 150.0 114.4 150.0 150.0 77.5 143.6 100.8 150.0 150.0 67.8 125.6 88.2 150.0 150.0 60.3 111.7 78.4 150.0 150.0 54.2 100.5 70.5 141.1 150.0 49.3 91.4 64.1 128.3 150.0 45.2 83.8 58.8 117.6 147.0 19-1/8' 26 -1 /2" 30" 37" 42" 48° 54" 60" 66" 72" 58" 148.5 150.0 150.0 150.0 150.0 107.2 150.0 139.4 150.0 150.0 94.7 150.0 123.1 150.0 150.0 76.8 142.3 99.8 150.0 150.0 67.6 125.3 88.0 150.0 150.0 59.2 109.7 77.0 150.0 150.0 52.6 97.5 68.4 136.8 150.0 47.3 87.7 61.6 123.1 150.0 43.0 79.7 56.0 111.9 139.9 35.3 39.4 73.1 51.3 102.6 128.3 19-1/8° 26-1/2" 30° 37" 42" 48" 54" 60° 66" 72" 22.5 136.7 150.0 150.0 150.0 150.0 98.7 150.0 128.3 150.0 150.0 150.0 87.2 150.0 113.4 150.0 150.0 150.0 70.7 131.0 91.9 150.0 150.0 134.1 62.3 115.4 81.0 150.0 150.0 63" 54.5 101.0 70.9 141.7 150.0 103.3 48.4 89.7 63.0 126.0 150.0 91.9 43.6 80.8 56.7 113.4 141.7 82.7 39.6 73.4 51.5 103.1 128.8 36.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B. C D E 19-1/8" 26 -1 /2" 30* 37° 42° 48° 54" 60° 66" 72" 74 -1/4" 116.0 150.0 150.0 150.0 150.0 83.7 150.0 108.9 150.0 150.0 74.0 137.1 96.2 150.0 150.0 60.0 111.1 78.0 150.0 150.0 52.8 97.9 68.7 137.4 150.0 46.2 85.7 60.1 120.2 150.0 41.1 76.1 53.4 106.9 133.6 37.0 68.5 48.1 96.2 120.2 33.6 62.3 43.7 87.4 109.3 30.8 57.1 40.1 80.2 100.2 19-1/8" 26-1/2" 30° 37° 42" 48" 54" 60" 66" 72° 84" 102.5 150.0 133.4 150.0 150.0 74.0 137.1 96.3 150.0 150.0 65.4 121.1 85.0 150.0 150.0 53.0 98.2 68.9 137.9 150.0 46.7 86.5 60.7 121.5 150.0 40.9 75.7 53.1 106.3 132.9 36.3 67.3 47.2 94.5 118.1 32.7 60.6 42.5 85.0 106.3 29.7 55.1 38.6 77.3 96.6 27.2 50.5 35.4 70.9 88.6 19 -1/8" 26 -1/2° 30" 37" 42" 48" 54" 60" 66° 72" 96° 89.7 150.0 116.7 150.0 150.0 64.8 120.0 84.2 150.0 150.0 57.2 106.0 74.4 148.8 150.0 46.4 85.9 60.3 120.6 150.0 40.9 75.7 53.1 106.3 132.9 35.8 66.3 46.5 93.0 116.3 31.8 58.9 41.3 82.7 103.3 28.6 53.0 37.2 74.4 93.0 26.0 48.2 33.8 67.6 84.5 35.3 23.8 44.2 31.0 62.0 77.5 19-1/8" 26 -1/2" 30" 37° 42" 48" 54" 60" 66" 72° 22.5 79.8 147.8 103.7 150.0 150.0 20.7 57.6 106.7 74.9 149.7 150.0 50.8 94.2 66.1 132.3 150.0 41.2 76.4 53.6 107.2 134.1 36.3 67.3 47.2 94.5 118.1 108" 31.8 58.9 41.3 82.7 103.3 28.2 52.3 36.7 73.5 91.9 25.4 47.1 33.1 66.1 82.7 23.1 42.8 30.1 60.1 75.2 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE ' D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', ' B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 26 -1/2° 30" 37" 42" 48" 54° 60° 66" 72" 120" 71.8 133.0 93.4 150.0 150.0 51.8 96.0 67.4 134.8 150.0 45.8 84.8 59.5 119.0 148.8 37.1 68.8 48.3 96.5 120.6 32.7 60.6 42.5 85.0 106.3 28.6 53.0 37.2 74.4 93.0 25.4 47.1 33.1 66.1 82.7 22.9 42.4 29.8 59.5 74.4 20.8 38.5 27.1 54.1 67.6 - 35.3 24.8 49.6 62.0 19 -1/8° 26 -1/2" 30° 37" 42" 48" 54" 60° 66° 72" 132° 65.3 120.9 84.9 150.0 150.0 47.1 87.3 61.3 122.5 150.0 41.6 77.1 54.1 108.2 135.3 33.7 62.5 43.9 87.7 109.7 29.7 55.1 38.6 77.3 96.6 26.0 48.2 33.8 67.6 84.5 23.1 42.8 30.1 60.1 75.2 20.8 38.5 27.1 54.1 67.6 - 35.0 24.6 49:2 61.5 - 32.1 22.5 45.1 56.4 19-1/8" 26-1/2' 30° 37" 42° 48" 54" 60" 66" 72" 59.8 110.8 77.8 150.0 150.0 43.2 80.0 56.2 112.3 140.4 38.1 70.7 49.6 99.2 124.0 30.9 57.3 40.2 80.4 100.5 27.2 50.5 35.4 70.9 88.6 144" 23.8 44.2 31.0 62.0 77.5 21.2 39.3 27.6 55.1 68.9 - 35.3 24.8 49.6 62.0 - 32.1 22.5 45.1 56.4 - 29.4 20.7 41.3 51.7 ANCHORS TYPE A,B,C,D OR E W1 ANCHORS A.B.C,D OR E W2 TYPICAL MULLION ARRAN EMENTS WIDTH (W) - W1 + W2 2 ANCHORS TYPE A,B,C,D OR E HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE --- -- : ' GLAZING . e/. PRODUCT `� ■ VERTICAL IMULLION 1 MUWON GLAZING PRODUCT GLAZING PRODUCT ;•. W1 ANCHORS A.B.C,D OR E W2 TYPICAL MULLION ARRAN EMENTS WIDTH (W) - W1 + W2 2 ANCHORS TYPE A,B,C,D OR E HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE --- -- : ' GLAZING . e/. PRODUCT `� ■ J'' 1 GLAZING PRODUCT ANCHOR AIL e1 GLAZING PRODUCT N 3 ANCHORS A.8,C,0 OR E MULLION SPAN Engr: ARSHAO wOAR FLA. E # 38863 C.A.N. 3538 ?RCDUCT RENEWED as c osnp1y1g with the Florida e 3S�Ti 6/ t4 Vlimn Product Control Division 4.V z O t P it rt ,w CC O t Oa• M d Q 0��E fr • Wdj_. IL lo J n Am s % w �yy 2 W 0 a 0 2 z 0 J 2 In z 0 J J W CD D 1- z D J (305) 624 -7777 is N N n N 413 N C C G U v UPDATED FOR 2004 FBC NO CHANGE THIS SHEET 1 2 N 0 tn 0 v 0 IDID >. x N O 0 5 0 co N 5 N O 0 0 m 0 W r rU m CV 0 ii 0 drawing no. M04 -04 sheet 4 of 8 4 1/4- DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) 1/4" DL4. ULTRACON5 1 PER ANGLE Ed. 2 1/4° 1/4` DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1 /4" DIA.. ULTRACONS 2 PER ANGLE u N Ed. 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) FLOATING CLIP SNUG Fir INSIDE MULL 2 X 2 X 1/8" ALUM ANGLE FLOATING CUP SNUG Fr INSIDE MULL /14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 114 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 1/4° DIA. ULTRACONS 1 PER ANGLE 1/4' DA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1/47 CIA. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 2BY WOOD BUCK OR WOOD STRUCTURE FLOATING CLIP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' �2 X 2 X 1/8" ALUM ANGLE 2 BY WOOD BUCK FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4° O.C. MIN. 2 PER ANGLE 114 SUS 1 -3/4' O.C. NIN. 2 PER ANGLE 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. ANCHORS TYPE 'B' Env: ARSHAD VIDAR OMIL FLA. PE / 38863 C.A.N. 4.538 OCT 0 1 2009 2 X 2 X 1/8" ALUM ANGLE PRODUCT RENEWED complying with the Florida atstidan Code Aceer No • • ,N Dale Ivrielni • :. Product Control Division V03 ey jGe ac t4 USE MULLIONS ALUMINUM FAX. (305) 624 -7777 t r-� C O '1= V UPDATED FOR 2004 FBC NO CHANGE THIS SHEET UPDATED FOR 2007 FBC NO CHANGE THIS SHEET .O 0 O 0 0 0 0 0 0 0 8 !V N 0 0 C 8 r 0 W n I 0 a — drawing no. MO4 -04 sheet 5 of 8 I /4 ° DIA. ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) 1/4° DIA. ULTRACONS I PER ANGLE 1 /4° CIA. ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) 1/4° CIA. ULTRACONS 2 PER ANGLE a • • • • 2 FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 2X2X1/8" ALUM ANGLE Ed. 1/4° DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2° FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 4 PER ANGLE 2 X 2 X 1/8` ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE '0' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS AU. CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU— RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Engr. ARSHAD ViQAR CIVIL FLA.. PE 1 38863 C.A.N. 3538 O C T O I 2099 FR CFJUCT RE1;EW !? a = -tY'iu2 Faa1:1 th• Florida Coda Aocep=ocNO Bq Uormial IYd Produc Coura1 ao t9- i a — (dots: 04 -28 -04 y (revisions: ? ^( ALUMINUM TUBE MULLIONS /4L- �ARQO� CQFdP�C�B/�'�'� ®!�9 o no dace by description scats: 3/8' - t" l A 08.08.04 NO CHANGE THIS SHEET E.S. WINDOWS, LLC , ENGINEERS & PRODUCT DEVELOPMENT 1 al ,� 3' ( J 1236 S.W. ST AVE ip 8 08.08.08 H UPDATED FOR 2004 RC 5220 N.W. 72 AVE. BAY #4 l MIAMI. FLORIDA 3317�G . w O (dr. by HAMID 1 C _12.28.08 NO CHANGE THIS SHEET MIAMI FL. 33166 TEL (308) 2649100 FAX. (306) 262 -6978 41°. ( chit. by D 08'28'09 UPDATED FOR 2007 BC 0:1 41°. (305) 624 -7775 FAX. (305) 624 -7777 s ‘ _ , .,E 09.28.09 REV. PER BCCO COMMENTS ,,, ; MULLION \M04 -04ESW B 0 a O N a 0 N C S 8 0 (sheet 6 of 8 5/16° OIA. ULTRACONS Ed. 4 PER CLIP (2 ON EACH WING) • vv 5/16° DIA. ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL ij14 SMS 4 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2° 1 -3/4" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Qc Engr: ARSHAD %1OAR CIVIL FLA. PE 38983 CAN. 3538 sS eG Z ; Y S t, 119 .e Florida * B.S Col.: .., �,s yce ray • •— Wand Bade Product Contra Division 5.03 zo c ) ALUMINUM TUBE MULLIONS C C 0 0 0I 0 NO CHANGE THIS SHEET UPDATED FOR 2004 FBC NO CHANGE THIS SHEET REV. PER BCCO COMMENTS T x 01 0 @ m o v■C 0 v N qN N O O W r 6 N uu t ) drowing no. M04 -04 sheet 7 of 8 #14 SMS SEE CHART FOR QUANTITIES TUBE MULUON #10 FH SMS 2/ SIDE 1/8° THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MULLION #14 FH SMS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION . #10 FH SMS 2 PER CUP 1" 0.C. MIN. 1 -3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT 70 FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL. TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8° 1/2" ANCHOR CHART NO. OF SCREWS TYPE A 2 TYPE B 3 TYPE C 2 TYPE 0 4 TYPE E 4 Engr. ARSHAD VICAR CNIL FLA. PE f 38863 CAN. 3538 PRODUCT RENEWED as complying Ivith the Florida Building Code Acc t:I nce No 0'"Cs Expiration DY Maud Dade Product Control 11i ✓Kine V Z n n W Q2 N CO fr ti iii W m o et C 0t a ail >m0 OdQaa O N Q W 3 e 10 ii, W co ° 0 la _ in aO ayj,� to vd- 0 0 Z 0 J ALUMINUM TUBE MULLIONS FAX. (305) 624 -7777 c 0 a L 0 m v 3- w A g 2 3 NO CHANGE THIS SHEET UPDATED FOR 2007 FBC REV. PER BCCO COMMENTS x N 0 y d m 0 O 0 m N S N g 0 C m v 0 W i V 0 u drawing no. M04 -04 sheet 8 of 8 39 3/8" MAX. FRAME WIDTH 4 1/2" MAX. HEAD /SILL CORNERS FRAME HEIGHT SURFACE APPLIED FALSE MUNTINS MAY BE USED SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE ABOVE. SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TI I I =- II \ II ACTIVE 25 3/4" D.L. OPG. 35 3/4' MAX. LEAF WIDTH (X) / rco m a 0 W g, 2 �m 0 4 1/2" MAX. HEAD /SILL CORNERS 75 3/8° MAX. FRAME WIDTH 2 1/2" 2 1/2" r 2 1/2" SURFACE APPUED FALSE MUNTINS MAY BE USED \ / !I !I II / it / INACTIVE / / / / ACTIVE 25 11/16" MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF AS ALLOWED BY FBC -o D.L. OPG. 72" MAX. DOOR OPNG. WIDTH 25 11/16' O.L. OPG. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 Engr. A�?SHAD VIQAR CIVIL FLA. PE % 38863 CAN. 3538 MAY 0 6 2009 PRCOUC1' RENEWED as complying with the Florida Buihri. Code Accep flce No 0 Expired r•..:,.:nn to‘ui r • Z $ at G. O w u. O; a o V 1- ✓ c M • vo 8 oeizEi N 0 IL 11,4 m t' 0 cc M I 0 a. 2 0 0 C 0 c C 0 a 0 y Z 8 0 GENERAL REVISION BCCO COMMENTS is W .o a 0 0 0 0 0 0 0 0 0 O C m U 0 0 0 • 0 0 drawing no. W04-37 (sheet 1 of 10 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS WIDTH -W& INCHES WIDTH -W2 INCHES DOOR HEIGHT -A INCHES GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) /INT.( -) EXT.( +) /INT.( -) 24 80.0 80.0 63-3/8 30 /1), lf, II 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 81 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 \ 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43-5/8 80.0 80.0 24 85 -5/8 80.0 80.0 69-3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43-5/8 80.0 80.0 24 91 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63-3/8 30 80.0 80.0 37 -5/8 80.0 80.0 43 -5/8 80.0 80.0 24 97 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 W1 FRAME WIDTH 1 2 0 N Z= • CC w to. m 0 0 39 3/8° MAX. FRAME WIDTH 33 3/8° D.L. OPG. 12° MAX. HEAD /SILL /1), lf, II II -1--- / \ .1 - II II II / _11 II/ Ai / / / II II II / II . / 11/ - -- 1/, ----= 1ri= = == rl / II \ II II 11 \ II 1 - - -ii \ II \ 11 \ ACTIVE \ 4" MAX. HEAD /SILL CORNERS m •4 1 SURFACE APPLIED FALSE MUNTINS MAY BE USED WI (SINGLE DOOR FRAME WIDTH) (o /x) W1 + 1_5/8° 2 11 11 II I.1 TI II n n 75 3/8° MAX. FRAME WIDTH 69 3/8° D.L. OPG. 12° MAX. HEAD /SILL I I1 II 7/ 1✓ It II II II II II -IT II II 1 I 1 4° MAX. HEAD /SILL CORNERS 2 N n rn DOOR FRAME HEIGHT a O O 1' SURFACE APPUED FALSE MUNTINS MAY BE USED 25 11/16° D.L. OPG. 72" MAX. DOOR OPNG. WIDTH ACTIVE 25 11/16" D.L. OPG. Engr: ARSHAD VICAR CIVIL FIJI PE / 38863 C.A.I. 3538 MAY 0 6 2009 i CO PRODUCT RENEWED as maplying with the Florida Building Code Oa 630.0g Acceptance 44Y �Tf1 I ?An F Division Product Control •Z 0 ag re O cc O 1 vo o n-cel o 2 gg O • E . to .dt 4 l FAX. (305) 202 -6978 in C O C O G 0 m 0 Id g U 0 U m CC a W V 0 REV. PER BCCO COMMENTS 1 0 W 0 0 8 0 a O 8 0 0 0 0 a 0 0 i u Ji V drowing no. W04 -37 (sheet 2 of 10 DESIGN LOAD CAPACITY - PSF SIDELITES GLASS TYPE SIDELITE WIDTH FRAME HEIGHT 'A' & B' INCHES INCHES EXT.( +) /INT.( -) 36-1/4 80.0 38 -5/8 80.0 81 -5/8 80.0 41 -1/4 43 -1/4 80.0 36-1/4 80.0 38 -5/8 85 -5/8 80.0 41 -1/4 80.0 36 -1/4 80.0 91- 5/8 80.0 38 -5/8 36 -1/4 97 -5/8 80.0 2 n rn 2 1/4" MAX. HEAD /SILL CORNERS SIDEUTE WIDTH MAX. SEE CHART AT LEFT 2 1/2" 2 1/2" 0 a 0 J O O II II II II II II II II II 4, ,e. SURFACE APPUED FALSE MUNTINS MAY BE USED 111 D.L. OPG. (0) NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75 -3/8" MAX. DOOR FRAME HEIGHT = 97 -5/8 ") FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 2 .A N SIDELITE WIDTH MAX. 75 3/8" MAX. SIDELITE WIDTH MAX. 2 1/4" MAX. HEAD /SILL CORNERS x 0 3 t!'1 Of O O SEE CHART AT LEFT 2 1/2" 2 1/2" 111 FRAME WIDTH SEE CHART AT LEFT / / INACTIVE ACTIVE D.L. OPG. 25 11/16" D.L. OPG. 25 11/16" D.L. OPG. 72" MAX. DOOR OPNG. WIDTH (oxxo) D.L. OPG. Eng:: ARSHAD 1.9QAR GVIL FLA. P£ # 38863 C.A.N. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying with the Florida Bailing Code Ao=ptance No O ° - • • " Fachntion Date ,2ot By Miami a= Product Control D:-.vision i FAX. (305) 592 -2184 N N N 0 M 1- C 0 a 0 0) a o GENERAL REVISION ENGR. NAME REV. a at C 0 4) 4) 0 a 0 8 0 0 aoi 0 O 0 0 m 0 0 0 V 0 u drawing no. W04-37 (sheet 3 of 10 sheet 4 of 10) LOCK OPTIONS SINGLE DOORS: OPTION 1/1; 3 POINT LOCK SYSTEM BY ' AMESBURY' WITH SURFACE MOUNT HANDLE AT 36° FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION 82; 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS: OPTION 11; ACTIVE LEAF- 3 POINT LOCK SYSTEM BY ' AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36' FROM BOTTOM OPTION #2; ACTIVE LEAF. 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM 1/8" HEAT STREN'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 0 it �W. w GLASS TYPE 'A' 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 / GLAZING DETAIL AT DOOR LEAF GLASS TYPE 'B' GLAZING OPTIONS Engf: ARSHAD VIQAR CIVIL FLA. PE / 38893 CAN. 3538 MAY 0 6 2009 GLAZING DETAIL AT SIDELITE PRODUCT RENEWED as Csmglyin5 with the Florida Bed,* Code A^xptance NoO Eniirecien Ike Division: 0 m V � FAX. (305) 262 -6978 COMP- ANL \W04 -37RC i1i 0 a► ID L CV N M FAX. (305) 592 -2184 i0 10 N i0 rti O J 1- 0 c 0 a 0 an ev a REV. PER BCCO COMMENTS cr .o N 0 a 2 0 0 0 0 0 O c 0 0 ii a_ b}' v v 1 drawing no. W04 -37 °o 0 2 U) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a v • 0 .3 20 e V 1 /2" MIN. THROW BOLT PENETRATION eo TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Nil r • 1BY [ WOOD BUCK Wigs AIME ° • TYPICAL ANCHORS SEE ELEV. FOR SPACING i 1 METAL 28Y WO BUCK STRUCTURE OR TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. HILT' KWIK -CON I1 (Fu=163 K51, Fy =157 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1-1/2° MIN. EMBED INTO CONCRETE 1/4" DIA. TEKS OR SELF DRILUNG SCREW (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SILICONE. Engr: ARSW+D V1QAR CNtL FLA. PE 136853 C.A.N. 35.3a MAY 0 6 2009 PRODUCT RENEWED asl emptying with the Florida Building Code � � �p ' ?/O7 egildion BY ivlicrai Dud Product on of DMsk' z 0 ▪ E -o 0 Et J 0 0 O >� g oo.< O NEE ; .0 Q �3LL 6 �N °J < • E4 305) 262 -6978 COMP— ANL \W04 -37RC FAX. (305) 592 -2184 c O 0 0. U z 0 m a a W 0 PER BCCO COMMENTS ENGR. NAME REV. .o ai O 0 0 0 e 0 0 0 lC a7 0 0 dote: 05 -09 -04 •••• • ra 0 1 O ) drawing no. W04 -37 sheet 5 of 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE D.L. OPG. 000 STRUCTU LOCKS SEE SHEET 4 FOR DESCRIPTION EXTERIOR 1/2" MAX. SHIM FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCKS SEE SHEET 4 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING INACTIVE ACTIVE FAX. (305) '592-2184 On In 0 W r METAL STRUCTURE • D.L OPG. D.L. OPG. 1BY WOOD BUCK LEAF WIDTH EXTERIOR 1/2" MAX. SHIM FRAME WIDTH c O a3 ( X X ) Engr. ARSHAO VICAR CIVIL FLA. PE f 39863 C.A.N. 538 MAY 0 6 2009 SHIM PRODUCT RENEWED as complying with the Florida Building CCU EAce^eNo •'r — - "Od .- D . f- 9,214 BY Miami D Product Control I}rri� ^1n .o m 0 a GENERAL REVISION 0 PER BCCO COMMENTS ai La a W 0 0 c6. CO .) 0 0 8 0 O n 0 O 0 a drawing no. W04 -37 sheet 6 of 10) 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • •• D a • • ci 0 2 SHIM SPACE 0 0 Ey o (O /X) (O /XX) #14 X 1" SELF DRILUNG SCREWS AT 4" FROM ENDS AND 12" O.C. MAX. „ • • • • e a 1/2” MAX. GAP D.L. OPG. TRANSOM WIDTH EXTERIOR Engr ARSHAD VIOAR FLA. PE f 38863 C.A.N. 3538 MAY 0 6 2009 ZCDUCrRENEWED complying with the Florida ccaptence No 01,11 —0630 �rtira3'on Date r. :vision J 0 0 W U SERIES RD45 (305) 592 -2184 N 01 N 1(1 0 c 0 C 0 0) a GENERAL REVISION REV. PER BCCO COMMENTS 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 ,c m U 0 *loge: 3/8° a 1' 0 1 a drowing no. W04-37 sheet 7 of 10 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING D • A • C ELATE FRAME H i 2 CV J Kl TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 d 4 s d 1 /2' MAX. SHIM O.L. OPG. 1/8' MAX. SIDELITE WIDTH V O� D.L. OPG. EXTERIOR LEAF WIDTH DOOR FRAME WIDTH (DOOR W/ SIDEUTE) Engr: ARSHAD VICAR CM. FLA. PE # 38863 C.A.N. 3538 MAY 0 6 2009 PRODUCT RENEWED gg complying with the Florida Code 060.0 Expicegon Date 14 0 LT 0 C. -J 0 g SERIES RD45 ALUM ENTRANCE U FAX. (305) 592 -2184 TEL. (305) 592 -1515 c 0 a u !n m tn z W 0 U 0 W a. o_ 0 REV. PER BCCO COMMENTS N 0 .9) 0 c 0 d a O 0 r 0 a m U 0 drawing no. W04 -37 (sheet $ of 10 3.770 / ITEM # NUMBER READ. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS l i COMP- ANL \W04 -37RC 125 3.750 100 E1 RD45 -023 1 FRAME HEAD 6005 -T5 - 4.000 938 3.000 090 2.125 E2 RD45 -024 1 FRAME SILL 6063 -T6 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 1.625 2.125 E3 RD45 -022 2 FRAME JAMB 6063 -T6 - L813 E4 RD45 -004 1/LEAF TOP RAIL 6063 -T6 - .100 TYP E5 RD45 -021 1 / LEAF BOTTOM RAIL 6063 -T6 - .090 TYP. E6 RD45 -006 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STILE 6005-TS - Ix Sx Et Et2 TRANSOM - .687 Ix 1.988 IN \a Sx = 0.873 IN \3 SIDELITE JAMB HEAD /SILL E7 RD45 -002 2 VERTICAL JAMB STOP 6063 -T6 2.610 IN \4 ►° 1.875 = 1.363 IN \3 DOOR HEAD I -�I SIDELITE .572 HEAD /SILL TRANSOM JAMB E8 RD45 -010 AS REOD. GLAZING BEAD (LAM. INSUL. GLASS) 6063 -T6 - E9 RD45 -007 AS REOD. GLAZING BEAD (LAM. GLASS) 6063 -T6 - E10 RD45 -017A AS REOD. LOCK STILE ACTIVE LEAF 6005 -TS Et 1 RD45 -014 AS READ. SIDEUTE HEAD /SILL, TRANSOM JAMB 6005 -T5 - 1 1 812-1 E12 RD45 -015 AS REOD. JAMB AT SIDE LITE. HEAD /SILL AT TRANSOM 6063 -T6 1.688 E13 RD45 -016 AS REOD. SNAP COVER - 4.209 100 1.250 .115 1.470 E19 RD45 -029 AS REOD. INTERIOR SNAP COVER - E20 R045-030 AS REOD. ANCHOR CLIP. 8" LONG 6063 -T6 _ 1.750 M1 RD45 -M01 4/ LEAF HINGE ASSEMBLY 6005 -T5 - E1 0. 2.0 25 0 SNAP COVER M3 M14 RD45 -M03 W31384NK AS REOD. AS REOD. FLUSH BOLT AT 3 POINT LOCK WEATHERSTRIPPING - - - 2.187 ' 1 4.000 O 2.115 45 ALUM ENTRANCE DOOR (L.M.I.) J R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL (305) 592 -1515 FAX. (305) 592 -2184 .156 - M20 - 3/16" x 1 /2" x 4° SETTING BLOCK. - 6" FROM EACH END M21 - 1/2" x 3/4" x 4" SETTING BLOCK. - 6" FROM EACH END & MIDSPAN _ 4.125 HINGE STILE E6 INACTIVE LOCK STILE M24 RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -T5 1.246 GLAZING ES (LAM. 184 - ___I L156 -j--- Ix 2.262 -1 687 FRAME JAMB Ss = 1.024 IN \a IN \3 M25 W31421 NK AS READ. WEARHERSTRIPPINC V1 0375T270 DOOR W'STRIPPING FOAM 0-LON .875 V -059 OFFSET BULB VINYL WSTP. PVC 4.209 100 V4 V -009 BULB W'STRIPPING PVC WIBORG, WV-3289 INSUL. BEAD GLASS V5 V-065 PEROXIDE THREAD -IN FINGER TREMCO 1.750 -={ 1.750 S2 AS REOD. 03/8 " -16 X 2" LG. FULL THREAD HX.HD.. - 1 PER CONER 53 4/ HINGE #12 - 24 X 3/4" LG. PHIL F.H. MACHINE SCREW ST /ST HINGE INSTALLATION SCREWS 4.000 100 3.125 56 AS READ. #12 X 1 -1/4" LG. PHIL. SINS. ST /ST ASSEMBLY FASTENERS .552 r d SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION SERIES RD 4.125 Et ACTIVE LEAF LOCK STILE 1.246 875 l ) description NO CHANGE THIS SHEET GENERAL REVISION REV. PER BCCO COMMENTS ENGR. NAME REV. - .562 I GLAZING BEAD E9 (LAM. GLASS) --c-1 � i t.562 E4 TOP RAIL 7.750 .100 - j- 1.870 6.875 r1.875 .860 1.375 A 'O 0 INTERIOR O62 J-T 1.995 SNAP COVER .875 .070 N p -0 o O A O 0 O in .188 cam v c O 3.750 FRAME SILL o $ I �n 0 o " 6 ") o , °1 o_ s s B s� . •-1 `S .500 -"^j - { Engr:1D V10AR FLA. FEEL 38863 C i.N. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying with the Florida BuEding AcCentanee TNoC7�" .062 1.844 1 3.570 .542 .447 ES BOTTOM 1.750 RAIL Date .156 0 � ANCHOR CLIP Expiration I By drawing no. W04 -37 II II .625 -°4 F...- E7 VERT. JAMB STOP Division (sheet 9 of 1 0) 1" X 2 -1/2" X 1/4" ALUM PLATE FAX. (305) 282 -6978 8 N re 0 LEAF TOP CORNER DOOR TOP CORNER TRANSOM TOP /BOTTOM CORNER 1" X 2 -1/2° X 1/4" ALUM PLATE U Z W N Z> = N � ~ N Z 5 te r) cS -44 ce (305) 592 -2184 c O a U fA co 0 GENERAL REVISION z 0 0 DOOR BOTTOM CORNER SI'EUTE TOP /BOTTOM CORNER LEAF BOTTOM CORNER Engr ARSHAD VIOAR CAL FLA. PE d 38863 CAN. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying with the Fl�orids . 7 Building Code Acceptance Date h a.. a+ •G et Expiration Data � 2f7 By Miami Dude e �ai�n 0 0 0 a 0 0 0 0 0 0 0 0 x 0 drawing no. W04 -37 sheet 10 of 10 GENERAL NOTES: 1. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE /BROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. THIS WINDOWS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT # 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM DESIGN PRESSURE RATINGS FOR THESE WINDOWS SHALL BE AS SHOWN ON SHEET 12 D u a .,Y •" l S i • I. 3. THIS SERIES 18000 HIGH IMPAC HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT. WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. 4. THIS SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT. RESISTANT. IS APPROVED OR AIR AND W TER INFILTRATION. (SEE CHEDULE # 1 ON SHEET 12). 5. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 241 1.4.1, 2411.4.2, 2411.5.1 AND 241 1.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH G = 0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 EDITION OF THE FLORIDA BUILDING CODE. 9. ANCHOR NOTES; EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. f'C -= 3192 PSI), MIN. EDGE DISTANCE (E.D.) = 2 1/2 ". — 1/4"t6 TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT (23), THRU 1" P.T. WOOD BUCK. (8) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK WALL MIN. EDGE DISTANCE (E.D.) = 2 1/2". — 1/4 "o TAPCON, ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT Q5), THRU 1" P.T. W000 BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". — 1/4"�-14 TEK SCREW W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 126). (D) TO EXISTING MIN. X" THICK ALUMINUM MULLION (6063 —T5 ALLOY), MIN. EDGE DISTANCE (E.D = 1/2". — 1/4 "0- 14x3 /4 "(MIN.) TEK SCREW, AS MANUFACTURED BY I1W BUILDEX, INC. (COMPONENT 2(Jb' ). (E) TO EXISTING MIN. 12 GAGE (0.106") STEEL MEMBER (ASTM A -500, A -653 OR A -36), MIN. EDGE DISTANCE (ED.) = 1/2 ". — 1/4 "4- 14x3/4 "(MIN.) TEK SCREW, AS MANUFACTURED BY ffW BUILDEX, INC. (COMPONENT 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS. CORP. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as c nplying with the Florid L, .: Code Dee , Z/ 200, D MIAMI -DADE COUNTY 7f?7 P.E SEAUSIGNATUREIDATE 02009 TIUEC O INC. /1iE.NC.\ TIL UT TESTING & ENGINEERl1NG COMPANY 0355 N.W. 36th. SL, SCa. 306, 2RC0g4 CAROM Fl 23186 Rims : (305)871 -1630 . Em : (306)871 -1931 e —mail: tifteco@aol.com EB- 0006719 WALTER A. TILUT Jr.. P.E. FLORIDA Ur- 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A./LO- /AI.C.V• 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 GENE ' FAX: (305) 558-6865 r► e,r cuss s wtAtoows www.generalimpaeLcom C�•+v-so6ution Acv. 80 06/23/09 DATE ilEMPTION GENERA. are 8/21/08 2 HY. b 3 4 o+32 09-119 DRAWING No SHEET 1 OF 14 N 0.276' 2.375" 1.823' 0.0 109 �►r 0.276' 0.470" 0.086• a o62�' I.- �0.93H• 122° RtF-- 1.187' 1.188' ®FRAME HEAD 6063 -T6 ALLOY & TEMPER Q 2000" 1.250" ---- 0.642' -- 1 0.375" r' -1 a 0 �5' T 0.081' -- 0.159" 0.062 8 0 0 0.346 0.396 0.415' 1-J 0 0.813"= © H.D. VENT MEETING STILE 6063 -T6 ALLOY & TEMPER mom' 0.060' 11 SILL RISER 6063 -T6 ALLOY & TEMPER 0.097 - 0.997' - --- x.188" a3e =-- OJ782 1.126' 0.062" 0.1892- 0.321' 0.146' .4i 7 0.062 O J 0.250 0.295 011' -0.936"-----0.612"--0.5 4 2.375' ® FRAME SILL 6063 -T6 ALLOY & TEMPER g ALUM. INSERT BAR FOR(6� 6063 -T6 ALLOY & TEMPER 12 VENT LATCH 6063 -T6 ALLOY & TEMPER 4" LONG 0.438' -- • 0 0 L03oo= 0.437" 2.181' 0. 0 FRAME JAMB. 6063 -T6 ALLOY & TEMPER TOP AND • BOTTOM RAIL 6063 -T6 ALLOY & TEMPER 0.250" n d e7 0 - 0.859' -- 0.094' 0.376' .886' -0.125" .187 - 0.813 " -- ® COLONIAL MUNTIN 05 FIXED MEETING STILE • 6063 -T6 ALLOY & TEMPER 6063 -T6 ALLOY & TEMPER .062" - 0.156' 2.125" COMPONENTS SCALE 3/4' =1" U JAM STILE 6063 -T6 ALLOY & TEMPER 0185' fe GLAZING BEAD FOR 7/16" GLASS 6063 -T6 ALLOY & TEMPER 0.0 ALUM. INSET BAR ,FOR 5 6063 -T6 ALLOY & TEMPER © SILL TRACK INSERT 6063 -T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as complying with tto Florida Budsiio"' Co Date _ - ,Z- NOA# - at � ie. Miami .1 MIAMI -DADE COUNTY /z. ;Y" P.E. SEAUSIGNATUREIDATE ® 2009 TILTECO INC. / IL E C Q INC. TILUT TESTING d: ENGINEERING COMPANY 8355 Phone (. 51., Sta. 305, F (303Y371-1 ARDN P1 33166 e-mail: tllteco©col.com EB- 0006719 WALTER A. TILT Jr., P.E. FLORIDA Uc. 44167 SERIES 113000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA. /LG. /M.6.Y. 290 WEST 78 ROAD HW.EAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665. www.generaItmpactcom 06/23/09 DATE 51v. ND OAR V. No 09 -119 DRAWING No 9/21/09 a 4 SHEET 2 OF 14 BILL OF MATERIALS ITEM QUANTITY DESCRIPTION MATERIAL 1 1 FRAME HEAD 6063 —T6 2 1 FRAME SILL 6063 —T6 3 2 FRAME JAMB 606,3—T6 4 COLONIAL MUNTIN (OPTIONAL) 6063 —T6 5 1/ VENT FIXED MEETING STILE 6063 —T6 5A 1/ BAR ALUMINUM BAR INSERT FOR 0 6063 —T6 6 1/ VENT H.D. VENT MEETING STILE 6063 —T6 6A 1/ BAR ALUMINUM BAR INSERT FOR ® 6063 —T6 7 2/ VENT TOP AND BOTTOM RAIL 6063 —T6 8 1/ VENT JAMB STILE 6063 —T6 9A AS READ. GLAZING BEAD FOR 7/16" GLASS 6063 —T6 10 1 SILL TRACK INSERT 6063 —T6 11 AS READ. SILL RISER 6063 —T6 12 2/ VENT VENT LATCH AT 9 1/2 "FROM ENDS, 3" LONG 6063 —T6 13 1/ LATCH VENT LATCH SPRING ST. STEEL 14 BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3° FROM CORNERS MAX. AND 12° 0.C. (MAX.), AT MID —GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR. SIUCONE 15 AS REQD. FRAME/VENT ASSEMBLY SCREWS, #8 x 1" P.H. SMS, CRS -- 16 2/ VENT FRAME SILL SCREWS CONNECTING TO®, #8 x 3 1/2" P.H. SMS, CRS -- 17 AS REQD. VENT & FIX. RAIL W'STRIPPING, AMESBURY OR EQUIV. -- 18 AS REQD. FRAME W'STRIPPING, AMESBURY OR EQUIV. -- 19 2 BAFFLE, M & M PLASTICS -- 20 2/ BAFFLE BAFFLE SCREW, #8 x 1/2° F.H. SMS -- 21 AS REQD. GLAZING BULB VINYL NEOPRENE 22 4/ VENT ROLLER HOUSING & GUIDE CELCON 23 2/ VENT ROLLER BRASS /ST. ST. 24 2/ VENT ROLLER PIN ST. STEEL 25 ANCHORS, 1/4"a TAPCON F.H. ANCHOR, ITW BUILDEX, INC. STEEL 26 .ANCHORS, 1/4 "a —14 TEK SCREW ITW BUILDEX, INC. TO WOOD BUCK, ALUMINUM OR STEEL MEMBER. STEEL 27 DOW CORNING 795 STRUCT. SILICONE 28 SEALANT: DOW CORNING WHITE SIUCONE OR EQUAL AT FRAME ALL AROUND (EXTERIOR & INTERIOR) SIUCONE 29A 7/16" NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090" INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY E.I. DUPONT DE NEMOURS & CO INC., W/ NOA 09- 0312.02 + (1) 3/16" HEAT STRENGTHENED GLASS. LAMINATED GLASS 298 7/16" NOMINAL (0.444° OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090° INNER LAYER FILM SENTRYGLAS PLUS, INTERLAYER BY El. DUPONT DE NEMOURS & CO INC., W/ NOA 09- 0312.03 + (1) 3/16° HEAT STRENGTHENED GLASS. LAMINATED GLASS 30 (1) EACH WEEP HOLE 1 "x1 "x3" LONG WEEP HOLE RETICULATED FOAM GASKET, MODEL 1OPPI, BY FRANK LOWE RUBBER & GASKET CO. FILTER FOAM Approval is a3rapEying with the B z Doo 2t Zo ©9 NOMO /Q 3 TJle.., � i32 6 ro t.Cantral 1�iv i By MIAMI-DADE COUNTY GLAZING DETAIL FOR SCALE 3/4" = 1" GLAZING DETAIL FOR SCALE 3/4" = 1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PE. SEAUSIGNATURE/DATE ® 0008 TILTECO INC. IL ECO INC. TIWT TESTING & ENGINEERING COMPANY 8368 N.W. 3601. St. Sky. 303, VIRGINIA GARDENS. Fl 33186 Phone : (303)871 -1630 . Fax : (30.5)871 -1631 e —maII: tfteca@aol.com E8- 0000719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN 8Y: 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -8885 www.gene pacLoom 08/23/09 DATE M. NO O623311 P01 N OAR CHEM *OW 4 qlY. No 3 4 223133INION 09-119 DRAWING No oat SHEET 3 OF 14 w1 * (SEE SCHEDULE #1 ON SHEET 12) A/6 5" r- MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) w2 * (SEE SCHEDULE #1 ON SHEET 12) E/7 wt * (SEE SCHEDULE #1 ON SHEET 12) A/61 5" • D/9 W C/8 6 • • D/9 r (Lb) AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 - T 5° MAX. L ( A/6 , SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE 1"=1 '-0 6/7 (3) 1 3/4 °x1 /4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN 1 A/6 Approved as complying with the NOM Mum a - +° FPodort Control � J J'! . d 1 • (03' By MIAMI -DADE COUNTY 5" MAX. * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) FLORIDA BUILDING CODE (High Velocity Hunicane Zone) -rzre?' P.E SEAUSIGNATUREIDATE ® 2008 TILTEC0 INC. /litiZZ.\ TIWT TESTING & ENGINEERING COMPANY 8358 N.N. 38th. St. Sta. 305, 1RQWA 0160999, Fl 33188 Mons : (305)871 -1530. Fax : (305)871 -1631 e -mail: tiltecaaaol.com EB- 0008719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc.. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: RIM .. - .. IMPACT CLASS & WINDOWS 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 556 -8103 FAX: (305) 558 -6685 www.general(mpacteam 06/23/09 DATE REY. 95 0FXO18W 0419 aiY. Ix 1 O99EtAL 9/21/08 2 2 4 OESCRIPION OTC 09 -119 DRAWING No SHEET 4 OF 14 ( II r "a° MAX. D.LO. (WIDTH) ( 11 "c' MAX. D.LO. (WIDTH) LI 'a" MAX. D.LO. (WIDTH) ` (SEE SCHEDULE #1 ON SHEET 12) 9 OR 29B (SEE SCHEDULE ON SHEET 12) SEE SCHEDULE #1 ON SHEET 29A OR 291 (SEE SCHEDULE ON SHEET 12) 12) (SEE SCHEDULE 29A 29B (SEE ON SHEET #1 ON SHEET OR SCHEDULE 12) 12) 11 =Z xz = a t „/ — 74 11 I I / x INDICATES REINFORCEMENT H FULL HEIGHT -114 it 0 H INDICATES REINFORCEMENT FULL HEIGHT �� o 11 I� ii S • D/9 r (Lb) AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 - T 5° MAX. L ( A/6 , SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE 1"=1 '-0 6/7 (3) 1 3/4 °x1 /4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN 1 A/6 Approved as complying with the NOM Mum a - +° FPodort Control � J J'! . d 1 • (03' By MIAMI -DADE COUNTY 5" MAX. * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) FLORIDA BUILDING CODE (High Velocity Hunicane Zone) -rzre?' P.E SEAUSIGNATUREIDATE ® 2008 TILTEC0 INC. /litiZZ.\ TIWT TESTING & ENGINEERING COMPANY 8358 N.N. 38th. St. Sta. 305, 1RQWA 0160999, Fl 33188 Mons : (305)871 -1530. Fax : (305)871 -1631 e -mail: tiltecaaaol.com EB- 0008719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc.. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: RIM .. - .. IMPACT CLASS & WINDOWS 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 556 -8103 FAX: (305) 558 -6685 www.general(mpacteam 06/23/09 DATE REY. 95 0FXO18W 0419 aiY. Ix 1 O99EtAL 9/21/08 2 2 4 OESCRIPION OTC 09 -119 DRAWING No SHEET 4 OF 14 • F/11 E /10 • PERABLE ONLY — PANEL (1YP.) 5" MAX. w1 * MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) A/6 (SEE SCHEDULE #1 ON SHEET 12) 1 w2 * 8/71 (SEE SCHEDULE #1 ON SHEET 12) —5. MAX. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN) OR OX (SIMILAR) WINDOW SCALE 1 " =1' -0 A/61 SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2. ON SHEET 12 (2) 1 3/4"x1/4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN Approved as complying with the Florida ::.,• dint Code IDzke- .m... -. ll o &5: Product Centel P}ivi By MIAMI -DADE COUNTY P.E. .$71- .6'7 r SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. AS APPLICABLE FLORIDA BUILDING CODE (High Velocity Hunicane Zone) SEAUSIGNATUREIDATE ® 2009 TII.TECO INC. /171iENC.\ TIL=T TESTING & ENGINEERING COMPANY 6345 N.w. Mel. St.. Ste. 305, .iR0%A GARDENS. M 33166 Phm" : (305)871 -1530. Fax : (355)871 -1531 e —mail: tilteco®aoi.com EB- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA I.Ic. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT I.A. /LG. /M.c.v. G� 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.generafmpact.com 06/23/09 DATE 5w. to osasuvOa4 Our No 5N 5516 09-119 DRAWING No 9/21/05 SHEET OF 14 II r °N "a" MAX. D.L.O. (WIDTH) I II -1 "c" MAX. D.LO. (WIDTH) (SEE SCHEDULE #1 ON 2 4.' OR (fib) (SEE SCHEDULE ON SHEET IIxz SHEET 12) 12) (SEE SCHEDULE (SEE ON z #1 ON 29A. OR 29 SCHEDULE SHEET 12) SHEET 12) d .1.71; _I C i@U DN a W — IA CA —_ _ III p B g III II as y B • ) II II x INDICATES REINFORCEMENT it FULL HEIGHT /I (TYP.) 11 O (I —5. MAX. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN) OR OX (SIMILAR) WINDOW SCALE 1 " =1' -0 A/61 SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2. ON SHEET 12 (2) 1 3/4"x1/4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN Approved as complying with the Florida ::.,• dint Code IDzke- .m... -. ll o &5: Product Centel P}ivi By MIAMI -DADE COUNTY P.E. .$71- .6'7 r SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. AS APPLICABLE FLORIDA BUILDING CODE (High Velocity Hunicane Zone) SEAUSIGNATUREIDATE ® 2009 TII.TECO INC. /171iENC.\ TIL=T TESTING & ENGINEERING COMPANY 6345 N.w. Mel. St.. Ste. 305, .iR0%A GARDENS. M 33166 Phm" : (305)871 -1530. Fax : (355)871 -1531 e —mail: tilteco®aoi.com EB- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA I.Ic. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT I.A. /LG. /M.c.v. G� 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.generafmpact.com 06/23/09 DATE 5w. to osasuvOa4 Our No 5N 5516 09-119 DRAWING No 9/21/05 SHEET OF 14 SEE SCHEDULE #2 ON SHEET 12 SEE N OTE 9/1) (SEE NOTE 9/1) 2'x P.T. WOOD BUCK SEE NOTE 8/1 tn N U 3/8° WEEP NOTCH AT ENDS (SEE NOTE 9/1)" -(SEE NOTE 9/1)- SECTION A —A (TO WOOD) SCALE 1/2' =1' SEE SCHEDULE #2 ON SHEET 12 * SEE SCHEDULE #1 ON SHEET 12 POURED CONCRETE OR CONCRETE BLOCK REQ'D 1 P.T. WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE #2 ON SHEET 12 MIN. 1 °x P.T. WOOD BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REQ'D. FRAME HEIGHT (SEE SCHEDULE #1 ON SHEET N N ci 3/8' WEEP NOTCH AT ENDS N ® SEE SCHEDULE #2 ON SHEET 12 SECTION E.D. (SEE NOTE 9/1) (SEE NOTE 9/1) A —A (TO OURED CONCRETE OR CONCRETE BLOCK) SCALE: 1/2" =1- Z a cW mo a _z E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12 E.D. (SEE NOTE 9/1 �I 11 SECTION -A (TO ALUMINUM MULUON) SCALE: 1/2••I• E.O. (SEE NOTE 9/1) WM DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6053 -T5 E.D. (SEE NOTE 9/1) t= —; SEE SCHEDULE #2 f STEEL MEMBER BY OTHERS SHALL ON SHEET 12 jj CONFORM TO A.S.T Id. A -500 A -653 I�OR A -36 W/ 12J" 2 GAGE (0.106') MINIMUM WALL. THICKNESS. . SECTION A —A, (TO STEEL MEMBER) SCALE: 1/2• =1' --L- 4 g C FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as complying with the Florida z •_ • " _ Code Dca • pool . C7�3 NOAs'1 �" • • IJlit :as L L ° Pratt By MIAN®DADE COUNTY P.E. SEAUS1GNATUREIDATE © MMOS TILTECO 8(C. IL ECO INC. ` TIWT TESTING a ENGINEERING COMPANY W8 N.W. 368:. St., Se. 308. VIRGINIA CN1C©4S, P1 33169 Phone : (305A71 -1830 . Fax : (909)871 -1631 e —mail: tilteco6aoLcom EB- 0006719 WALTER A. =IT Jr, P.E. FLORIDA Lie. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: GENERAL ca. re= w5 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE (305) 558 -8103 FAX: (305 558 -6665 08/23/09 DATE NEV 88 OCCIIIPTICII OATH IRY. No 09 -119 DRAWING No /21/09 SHEET 6 OF 14 ED. EXISTING (SEE NOTE 9 /1) STRUCTURE // // SEE SCHEDULE #2 ON SHEET 12 ED. (SEE NOTE 9/1) / / / / / /// 0 MIN. EMBEDMENT ■ hi a. (SEE NOTE , a D.LO. (SEE SCHEDULE #1 ON SHEET a 11 u 7 u II f u ii PI 1F I III Al ' I —•='11111,/ Lily f— All 0 4) In to N 2 °x P.T. WOOD BUCK SEE NOTE 8/1 3/8° WEEP NOTCH AT ENDS 0 MIN, EMBEDMENT SEE NOTE 9 MIN. 2'x P.T. WOOD BUCK SEE NOTE 8/1 EXISTING STRUCTURE In (T1 o POURED CONCRETE OR CONCRETE BLOCK REQ'D 1 °x P.T. WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE #2 ON SHEET 12 MIN. 1'x P.T. WOOD BUCK SEE NOTE 8/1 E.D. (SEE NOTE 9/1) MIN.EMBEDMENT MIN.EMBEDMENT (SEE NOTE 9/1) r (SEE NOTE 9/1) I = W W a S N N /8" WEEP NOTCH AT ENDS o= to o POURED CONCRETE OR CONCRETE BLOCK REQ'D. MIN. EMBEDMENT (SEE NOTE 9/1) @SEE SCHEDULE #2 E.D. E.D. ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9/1) SECTION B —B (TO POURED CONCRETE OR CONCRETE BLOCK) SCALE 1/2' =1' SEE SCHEDULE #2 ON SHEET 12 / / / /// 7/////7/// /// (SEE NOTE 9/1) (SEE NOTE 9/1) SECTION B —B (T WOOD) SCALE: 1/2'1° * SEE SCHEDULE #1 ON SHEET 12 ONSCHEDULE SHEET 12 #2 ED. (SEE NOTE 9/1) cEDs SECTION B —B (TO ALUMINUM MULLION) SCALE: 1/2' =1' E.D. ED. (SEE NOTE 9/1 (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12 COD* iI d SECTION B —B (TO STEEL MEMBER) SCALE: 1/2 ° =1' MIAMI DADE COUNTY APPROVED MULUON (UNDER, SEPARATE APPROVAL) MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 STEEL MEMBER BY OTHERS SHALL I /CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106°) MINIMUM WALL THICKNESS. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved its complying with the Fiori B Code Date • ��= L oq IA 'ri: .'r —a�V3 By MIAMI -DADE COUNTY P.E SEAUSIGNATUREIDATE ® 2009 T4.TECO INC. IL ECOINC.\ TILLIT TESTING & ENGINEERINO COMPANY 6385 Ram a�(.Ip t. tte 305, 00 Fax tl1R ' 3166 3 e -mail: thteeoOaal.eom E6- 0008719 WALTER A TiLLIT Jr.. P.E. FLORIDA Lk. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /LG. /M.C.Y. GENERAL 2T2e Clete 6 t Os.Adion 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generalimpact.com 06/23/09 DATE Nat. NO OESCRIPNON aae Ma. No 09-119 DRAWING No 9/21/63 a a SHEET 7 OF 14 M SEE SCHEDULE #2 ON SHEET 12. 0.25" MAX. SHIM 0.25° 1" x P.T. —WOOD BUCK (SEE NOTE 8/1) MAX. H SEE SCHEDULE #2 ON SHEET 12. E.D. (SEE NOTE 9/1) flINNIMN E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) C111Tli111l MIN. BDMy o NOTE 9 • • MIN.. • EMBEDMENT SEE OTE 9/1 E.D. (SEE NOTE 9/1) 2 °x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106") MINIMUM WALL THICKNESS. E.D. (SEE NOTE 9/1) "a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) "a° MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) wt* (SEE NOTE ON SHEET 4) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9 /1) 11 ( ® SEE SCHEDULE #2 ON SHEET 12. 0.25" MAX. SHIM © z e it •T•', v11.) i� MI MR • COs —� "41111-r7 11 "a MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) • irinemmEN Q< OITN w1* (SEE NOTE ON SHEET 4) EXTERIOR iior Mf� vy. var R "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) 0.25° MAX. SHIM �`DA' fib 0 ._rT' " Xi Amim ,... POURED CONCRETE OR CONCRETE BLOCK WALL REO'D. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 –T5 iii ;r,,E so - E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. E.D. (SEE NOTE 9/1) °a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) MIN. EMBEDMENT (SEE NOTE 9/1) *SEE SCHEDULE #1 ON SHEET 12 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR SECTIONS C —C (XOX) SCALE 1/2" = 1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as complying with the Florid B'• 'Min. Cow ZOO NOA #e.: –i.. ..d: Oj 9 Da d1 ...- f Mimi DLw P Control By MIAMI -DADE COUNTY Vz-r' P E SEALISIGNATURE/DATE 20D9 TULTECO INC. / IL ECO I N C TILUT TESTINO & ENGINEERING COMPANY 6355 Rim (0{)171 -15M : ( 1 167aDtes e —moll: tIltecoe'aol.com EB- 0006719 WALTER A. TILLR Jr., P.E FLORIDA 1Jc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: IMPACT ERAL O e Crear.Sals•tiois 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX (305) 858 -6885 www.generarimpact.com 06/23/09 DATE 9E1. NO o.sa:mro9 0416 66v. No 3/21/ a a OFSCRIPTION 09 -119 DRAWING No we • SHEET 8 OF 14. SEE SCHEDULE #2 ON SHEET 16. 0.25° MAX. SHIM E.D. (SEE NOTE 9/1) iwi .11 ft/PO ►,111 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S T.M. A -500 A-653 OR A -36 W/ 12 GAGE (0.106") MINIMUM WALL THICKNESS. E.D. (SEE NOTE 9/1) 0.25° MAX. HIM • NNIII /1 1■44141 Milrialak Lii . '.ak-1-1'4 .__t- -141111a M11.11111.111.11 q r'',,...,...„._,A"---411.111.111111111 11111.11."11k1"i ) arKal I I I hall I Ili ,,,,, , ...., 4,„,&,,ii., G L II ...tai74 Akins. III" E.O. , vEy� "a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) wt* (SEE NOTE ON SHEET 4 "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) 1 "xPT. WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 ON SHEET 12. t\V t IMlN t ��oZ��i °a" MAX. D.LO. SEE SCHEDULE #1 ON SHEET 12) wt* (SEE NOTE ON SHEET 4) MINn • � EMBEDMENT! (SE NOTE 9/1) • •4 • E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) 0.25" MAX. SHIM POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MULLION 0.25" / (UNDER SEPARATE APPROVAL) MAX. SHIM 1/8- MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) I' SEE SCHEDULE #2 ON SHEET 12. E.D. (SEE NOTE 9/1) wararmirs v� v_Ep I ® SEE SCHEDULE #2 ON SHEET 12. "a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) MIN. EMBEDMENT (SEE NOTE 9/1) °a" MAX. D.LO. SEE SCHEDULE #1 ON SHEET 12) * SEE SCHEDULE #1 ON SHEET 12 EXTERIOR SECTIONS D -D (XOX) SCALE 1/2° = 1° Approved s complying with the Raids Bad' . Code A� ,aw :1 offird Civ :• By MIAMI -DADE COUNTY i/zY6'5 P.E SEAUSIGNATURFJDATE w1* (SEE NOTE ON SHEET 4) FLORIDA BUILDING CODE (Hugh Velocity Hurricane Zone) ®2009 TILTECO INC. IL E C O INC. TIWT TESTING & ENGINEERING COMPANY 8385 N.S. 36th. St.. Sta. 305. VIRG5llA CAROENS, Fl 33168 Ram : (308)871 -1530 . Fax : (305)871 -1531 e—mail: t1iteco®aoLcom EB- 0006719 WALTER A. TILLR Jr. P.E FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN 9Y: LARGE MISSILE IMPACT RESISTANT GENERAL 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6685 www.generalimpact.com 06/23/09 DATE RIM is 11222102011 oat¢ REV. N SATE 09 -119 DRAWING No OI NOxw. 9/21/08 2 4 SHEET 9 OF 14 SEE SCHEDULE #2 ON SHEET 16. 11 0.25" MAX. SHIM 0.25° S IM 1" x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) l lit :d11 — :_—:_ :4114...1. :�• :i ' MIN. EMBEDMENT — . -- : (SEE NOTE 9/1) • 2'x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A-653 OR A -36 W/ 12 GAGE (0.1061 MINIMUM WALL THICKNESS. E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) E D. (SEE NOTE 9/1) "a" MAX. D.LO. (SEE SCHEDULE y(i1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) SEE SCHEDULE #2 ON SHEET 12. 0.25° SHIM MAX. S © z, ?y 11 I IZM - 16EM INIE- EXTERIOR "a" MAX. D.LO. SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) � v y 0.25° MAX. SHIM E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. E.D. (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 5) II (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) *SEE SCHEDULE #1 ON SHEET 12 SECTIONS E —E (xo), SCALE 1/2" = ° SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Appr �,� ®8 is, Dee I . f ® 1y =� �yo�� J 9 .3 / Mi:z a Er o i Conttoi Divas' By � C1 = _^ !!! 0 24109 TILT= INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA. /LG•/a.c.v. / 4 O 1 l'jtIjNc. •1� elm Iwo 290 .- HIALEAH. PHONE WEST 78 ROAD FL 33014 (305) 558 -8103 (305) 558 -8885 DATE TIWT TESTING * ENGINEERING COMPANY 6355 NA 36th. St., Sta. se. MENA GARDENS. Fl 33166 Phone : (305)871 -1530. Fox : (305)871 -1631 e—mail: ttlteco®oal.cam E8. MUTt9 WALTER A. TiLLR' Jr„ P.E. FLORIDA Ue. 44167 . 09 -119 DRAWING No FAX GENERAL www.generallmpaeLcom ClearSorarer'on RM.IW 0 OM W. No =WPM — MIAMI -DADE COUNTY P.E. SEAUSIGNATUREIDATE 1 t s/z1 3 SHEET 10 OF 14 _ _ SEE SCHEDULE #2 ON SHEET 16. 0.25 MAX. SHIM 0.25" MAX. SHI 1 " x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) MIN. 1 MBEDM SEE NOTE 9 ,„ h a• ,� ,,,,,,,,,,, ii.,\,iv,.‘,.„....k.„,..,,,,,, �t MIN. Eti(BEDMENT ($EE NOTE 9/1) 2"x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106°) MINIMUM WALL THICKNESS. E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) I r- © :7, E.Q. AS E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. E.D. (SEE NOTE 9/1) w1* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) 0.25" POURED CONCRETE OR CONCRETE BLOCK WALL REO'D. MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) MAX. SHIM 0.25" MAX. SHIM 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 E.D. (SEE NOTE 9/1) ILL. T.4%1110. E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1), ® SEE SCHEDULE #2 ON SHEET 12. °a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) MIN. EMBEDMENT (SEE NOTE 9/1) "e" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) wt* (SEE NOTE ON SHEET 5) w2* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) *SEE SCHEDULE #1 ON SHEET 12 EXTERIOR SECTIONS F -F (XO) SCALE 1/2" = 1° Fapp nvred as complying with 11 Float D., ° ." Code Date 110 _ Z► I?C109 NOM/ 27t -. Mra:a. a l;s.. Product Conitola ,B31 By MIAMI -DADE COUNTY SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) P.E SEAL/SIGNATURE/DATE 19 2009 TILTECO INC. /ThiNC.\ TIWT TESTISN�G, & ENGINEERING COMPANY Rhhmm 305)5711- -1�'. Fax (305 1531 3186 e -ma17: Nlteco®ooLeom EB- 0006719 WALTER A. TILUT Jr.. P.E. FLORIDA LIc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WIDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /LO. /M.c.v. IMPACT ER .AL Tlict Cloar.Solawn 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 555 -8103 FAX: (305) 558 -6665 www.generallmpact.com 06/23/09 DATE REV. IN OESINFRON GENERAL OM env. N" s/21/01 a, DESCRWININ OPE 09 -119 DRAWING No SHEET 11 OF 14 HORIZONTAL SLIDING WINDOW - SCHEDULE # 1 ()cOX) WINDOW CASE # MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX. OPERABLE (X) WINDOW WIDTH wr1 MAX. FIXED (0) WINDOW WIDTH ia2 MAX OPERABLE (X) D.L.O. WIDTH "a" MAX. FIXED (0) D.L.O. WIDTH "c" MAX. OPERABLE (X) OR FIXED (0) D.L.O. HEIGHT °b" REQ'D GLASS TYPE I +100, -130 psf. +15 pst 111 1/8" 631 /4" 371/16" _ 37" 3312" 3312" 561 /4" 29B II +100, -130 psf. +15 psf. 111 1/8" 63 1/4" 28 1/16" 55" 24 3/4" 51° 56 1/4" 29B III +90, -100 psf. +13.5 psf. 111 1/8" 74114° 371/16" 37" 33 1/2" 3312" 671/4° 29A IV +90, -100 psf. +13.5 psf. 111 1/8" 741 /4° 281 /16" 55" 24 3/4" 51" 671 /4" 29A V +100, -150 pst +15 psf. 96 1/4" 63 1/4" 32 1/8" 32" 28 3/8° 28 3/8" 56 1/4" 29B (XO) OR (OX) WINDOW CASE # MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX. OPERABLE (X) WINDOW WIDTH w i MAX. FIXED (0) WINDOW WIDTH w2 MAX OPERABLE (X) D.L.O. WIDTH "a" MAX FIXED (0) D.L.O. WIDTH "c" MAX. OPERABLE (X) OR FIXED (0) D.L.O. HEIGHT "b" REQ'D GLASS TYPE I +100, -150 psf. +15 psf. 741/4" 56 1/4" 3718" 37 1/8" 33 9/16" 33 9/16" 49 1/4" 29B II +100, -130 psf. +15 psf. 74 1/4" 631/4° 3718" 37 1/8" 33 9/16" 33 9/16, 1/2" 0.C. 561/4" 29B III +90, -100 psf. +13.5 psf. 74 1/4" 74 1/4" 3718° 3718° 33 9/16" 33 9/16" 671/4" 29A IV +100, -150 psf. +15 psf. 60114" 60 1/4° 3018" 3018° 26 9/16° 26 9/16° 531/4° 298 MAXIMUM ANCHOR SPACING "S" - SCHEDULE #2 SUBSTRATE ANCHOR TYPE NEGATIVE DESIGN LOAD (PSF) HEAD /SILL JAMB HEAD /SILL REQUIRED ADDITIONAL ANCHORS CONCENTRATION AT MEETING STILE CONCRETE BLOCK (99E NOTE 9A & 93/1) 1/4"O BUILDEX TAPCON qg 80 or less 9° O.C. 9° 0.C. SEE DETAIL 2 (6 ANCHORS) > 80 up to 100 7 1 4° O.C. / 7 1 4° 0.C. / SEE DETAIL 2 (6 ANCHORS) ( ) > 100 up to 130 5 1/2" 0.C. 5 1/2° 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 4 3/4" 0.C. 4 3/4" 0.C. SEE DETAIL 2 (6 ANCHORS) METAL (5FE NDR 9D/1) 1/4 °0 -14 BUILDEX TEK SCREW 80 or less 9° 0.C. 9" 0.C. _ SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9° 0.C. 9" 0.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7 1/2° 0.C. 7 1/2" 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 6 5/8" O.C. 6 5/8" 0.C. SEE DETAIL 2 (6 ANCHORS) WOOD (sEE NOTE 90/1) 1/4 °0-14 BUILDEX TEK SCREW 80 or less 9° O.C. 9° O.C. SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9° O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7" 0.C. 7" 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 6° 0.C. 6" 0.C. SEE DETAIL 2 (6 ANCHORS) MEETING STILE AS APPUCABLE DETAIL 1 AT HEAD & SILL 4 ANCHORS FRAME HEAD /SILL ,,r MEETING STILE 3" 3 " --"-4" 4" 3" i4 3" -B....* OR AS APPUCABLE DETAIL 2 AT HEAD & SILL 6 ANCHORS FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as =plying with the Florida 1,; Code DwoCk NO 4,1. Nom Product Divi By MIAMI -DADE COUNTY P.E. SEAL/SIGNATURE/DATE '52009 7ILTECO INC. /1i1iNC.\ TILIIT TESTING & ENGINEERING COMPANY BJS9 N.W. (0571-11 . Fax VIRGINIA (30 GARDENS. ' 3 188 e—mail: tilteco®coLcorn ®- 0006719 WALTER A. TILLIT Jr.. P.E. FLORIDA Lic. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT GENE N2 C�c� s so w on 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6865 w ww.generalImpact.com 06/23/09 DATE NW. NO o0saRIPnoN 0410 NEIL Na cactomoo 0410 09 -119 DRAWING No GENERAL 9/21/09 3 SHEET 12 OF 14 NOTCH (TYP.) (2) #8 x 1" P.H SMS SEALED w/ (2) #8 x 1" P.N. SMS SEALED W/ (2) 18 x 1" P.H. SMS SEALED w/ NOTCH (TYP.) CONT. ALL AROUND NOTCH (TYP.) (2) #8 x 3 1/2" P. SMS SEALED W/ 27 (3) #8 x 1" P.H SMS SEALED W/ 27 CORNER CONNECTION AT HEAD /SILL & FIXED SASH SCALE: 1 /2 "= 1" FLORIDA BUILDING CODE (Heh Velocity Hurricane Zone) Approved as complying with the Florida D ' di Code Date NOA# Ilk � .: _ o � • . w3 / / Miami Do— Pr, ,; K Control Di 13y �:..:..�. MIAMI -DADE COUNTY ® 2008 TILTECO INC. /1itiNC.\ TILUT TESTING & ENGINEERING COMPANY 8355 N.W. :t. 8*.. Ste. SOS 0 U1 . IR %WENS,1fl 33188 Flume e —mall: tilteco©ool.com EB- 0006719 WALTER A. TILLIT Jr.. P.E. FLORIDA Llc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN 0Y1 LA. /L0. q CGarSodrtron Ka. NO a 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -5685 www.gerterailmpoct.com DE[CplmWl SINES& 9*1E 9/21/09 REV. Do s DE$08P9DN DATE 08/23/09 DATE 09 -119 DRAWING No SHEET 13 OF 14 A ( ) #8 x 1" P.H SMS SEALED W/ (2) #8 x 1" P.H SMS SEALED W/ NOTCH (TYP.) CONT. ALL AROUND CONT. ALL AROUND APPrarod as CO Florida B Date 1 -+ Div'.�r By Clem +al MIAMI -DADE COUNTY ( ) #8 x 1" P.H SMS SEALED W/ 27 CORNER CONNECTION AT VENT SCALE: 1 /2 "= 1 " PE. SEAUSIGNATURFJDATE (2) #8 x 1" P.H SMS SEALED W/ 27 FLORIDA BUILDING CODE 0- Igh Velocity Hurricane Zone) ®2009 TILTECO INC. /1itiEN\.. TILLIT TESTING & ENGINEERING COMPANY 4355 N.W. 36th. St. Sts. 305. VIRONA WIENS. Fl 33188 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tiiteco®aolcom EB- 0008719 WALTER A. TIWT Jr. P.E. FLORIDA Uo. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDIN &WINDOW LARGE MISSILE IMPACT RESISTANT WIN ?lie Croder9olutiam REV. NO OESE@IpN DATE UV. Ms 1 GENERAL Val S _ 2 4 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8685 Www.generallmpact.com 0020•20/1 DAT DRAWN BY: I.A. /L0. 06/23/09 DATE 09 -119 DRAWING No SHEET 14 OF 14 T • • • MIAMI COUNTY p A6 17e-' �'/ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18000" Aluminum Horizontal Sliding Window — L.M.L APPROVAL DOCUMENT: Drawing No. 09 -119, titled "Series 18000 High Impact Horizontal Sliding Window Large Missile Impact Resistant ", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, P. E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami—Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 9, // MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildinecode NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 Page 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 09 -119, titled "Series 18000 High Impact Horizontal Sliding Window Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, 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, TAS 202 -94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5954, dated July 10, 2009, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 06/23/09, prepared by Tilteco, Inc., signed, sealed and dated 09/22/09 by Walter A. Tillit, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. 2. Statement letter of no financial interest by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. E -1 Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL — 5954, issued by Fenestration Testing Laboratory, Inc., dated July 13, 2009, signed and sealed by Julio E. Gon7alez, P. E. G. OTHERS 1. None E -2 c Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 re,/5 iv& BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75th Ave 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami-Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity. Hurricane Zone. DESCRIPTION: Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.L APPROVAL DOCITMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Vigar, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Load bearing shim required. 2. Max %4" shim allowed for installation in steel substrate. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 08-0613.07 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. MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildinacode NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5390 dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0613.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). FTL -4154, dated March 24, 2004, FTL -4155, dated March 30, 2004 and FTL -4166, dated March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004/ 2007, prepared by Al- Farooq Corporation, dated May 29, 2008 and last revised on July 14, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Jaime D. Gascon, E. Chief, Product Control Division NOA No. 09-0630.07 • Expiration Date: August 19, 2014 Approval Date: August 05, 2009 E -1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vigor, P. E. 4. Laboratory compliance letter for Test Report No. FTL -5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0613.07) 5. Laboratory compliance letter for Test Report No.'s FTL -4154, FTL -4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.03) G. OTHERS 1. Notice of Acceptance No. 08- 0613.07, issued to R. C. Aluminum Industries, Inc. for their Series "1045" Aluminum Entrance Door w/ wo Transom & Sidelites - approved on 09/04/08 and expiring on 08/19/09. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 E -2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No. M04 -04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL— Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Vigo.; P. E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 06- 0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 7) e"/, L4 12 ; 1 o- MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Vigar, 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, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -021 04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s F fL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04- 0712.01) G. OTHERS 1. Notice of Acceptance No. 06-0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp -_:: • n 09/16/09. E -1 Jaime 1. Gascon, P. Chief, Product Control Division NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009