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WS-10-311Inspection Number: INSP - 136568 Permit Number: WS- 3- 10-311 Scheduled Inspection Date: April 19, 2010 Inspector: Bruhn, Norman Owner: HARPER, JOE Job Address: 78 NW 106 Street Miami Shores, FL Project: <NONE> Contractor: AMERICAN STORM PROTECTION Building Department Comments INSTALLING 14 IMPACT WINDOWS AND 1 IMPACT DOOR Passed Failed Correction Needed Re- Inspection Fee April 16, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (407)971 -8144 Parcel Number 1121360050230 Phone: (305)264 -0446 Page 7 of 28 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L IN= TYPE OF INSURANCE POLICY NUMBER PO EFFECTIVE DATE (MMIDD1ttY) POLICY EXPIRA DATE (MMIDDMf) LIMITS A INSURER k Scottsdale Insurance Co GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CP5100561 03/06/10 03/06/11 EACH OCCURRENCE $ 1,000,000 X PREMISES(iroo:urence $50,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 1,000,000 POLICY n JJEEC LOC B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS RICFL0003789 01/23/10 01/23/11 COMBINED INGLE (Ea aocident) $ BODILY INJURY (Per person) $ 25,000 X BODILY INJURY (Per accident) $ 50,000 PROPERTY DAMAGE (Per accident) $ 25,000 GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ k.; WORKERS COMPENSATION AND ° ''AB" ANY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yea, describe under SPECIAL PROVISIONS below GWIC301002775 -110 02/22/10 02/22/11 STA X WC TORY LIMIT I S S O I ER ER E L. EACH ACCIDENT $ 500000 EL DISEASE -EA EMPLOYEE $ 500000 EL DISEASE - POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ACORD., CERTIFICATE OF LIABILITY INSURANCE OP ID DG AMLRI -5 DA ' D m 03/05/10 A�7J REP n u Q 1A PRODUCER BUTLER, BUCK LEY', DEETS INC. 6161 BLUE LAGOON DR. , STE 420 MIAMI FL 33126 Phone: 305 - 262 -0086 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC 5 INSURED AMERICAN STORM P TEC 110 CRP 1 MI GARDENS F 33• 6 11 1 INSURER k Scottsdale Insurance Co INSURER 0: Redland Insurance Company 37303 INSURER C: Guarantee Insurance Company INSURER D: INSURER E City of Miami Shores 10050 N.E. 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER YELL ENDEAVOR TO MAp. 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. A�7J REP n u Q 1A COVERAGES CERTIFICATE HOLDER ACORD 25 (2001108) CANCELLATION © ACORD CORPORATION 1985 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CFN 21010R01.37873 OR Bk 2719E Pe 44381 (199) PERMIT NO. TAX FOLIO NO. II-213L-005 -02 30 H R VIFIv CLERK OF COURT : HARVEY 6:Ut�II'lr CLERI'ti OF i1IA11I -DADE COUNTY? FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: ES 2. Description of improveem�ent: . i ,._? /b/i) C C /9) 27 14 ' iudoles (1') /Mpac,# Doe,/L, 3. Owner(s) name and address: M �I 5EP ARPErz 78 A/u) gab ST N1,4 i, S4ve.6s , b3 /..4 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: r�fEQ tack) 576 2M } /0790 Al . 7 6. 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: ST�� "" ` {n rn;s,s r e ' Amount of bond $ 7r � , ".. a n r� Lender's name and address: fir., � {, a �i !11I� 7. Persons within the state of Florida designated by Owner upon provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following persons) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) y Signat , re of Owner Pn Owner's Name .SosEps4 AR.'E Sworn to and subscribed before me this 78 • A/' S !OA MiF1n4i S • PES / 3 /Sb /U ' 5-r day of P f eJ , 20 / D . Notary Public: �,� _0`►`� Print Notary's Nam- [�'�'- l . _ .. t5' My commission expires. 46 YESES °?A FIGU Prepared by 4-0 li tth I �ooir 1 7 0 P ccM:.;sssIoN # 0,0728709 EXPi 1ES October 21. 20 Fier er documents may be served as 7 sr- Protect Address 78 106 Street Miami Shores. FL 1121360050230 Block: Lot: JOE HARPER Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) AMERICAN STORM PROTECTION Phone Cell Phone (305)264 -0446 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $8.40 $2.80 $240.00 $15.00 $11.20 $277.40 Building Department Copy Expiration: 09/04/2010 Parcel Number Applicant Type of Work: WINDOWS & DOOR No of Openings: 14 Additional Info: IMPACT Classification: Residential Invoice # WS -3-10 -37150 Invoice Total Amt Paid Amt Due $277.40 $277.40 $0.00 Check #: 3264 For Inspections please call: (305)762.4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment March 08, 2010 2 BUILDING PERMIT APPLICATION FBC 2004 Owner's Address 7 8 A) lA) / 0 (o S/ City M i A H i SNORES State Tenant/Lessee Name Value of Work For this Permit $ /4 00c Miami Shores Village IZOIERVED Building Department MAR 0 1 2010 Vi f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: -• ••••• Permit No.\ LS Master Permit No. Permit Type (circle): $uildin ? Roofing Owner's Name (Fee Simple Titleholder) So £ a.. per Phone # (/0 7) 97/- g/ Si Zip 3 3 /5"a Phone # Job Address (where the work is being done) '78 Al td) / 0 6. ST City Miami Shores Vill . e County Miami -Dade Zip 3 3/5 FOLIO /PARCEL# // ' 2134 -005 -0230 Is Building Historically Designated YES NO r Contractor's Company Name Arta] CA it) Sglaki W-0 k- -1/50-1 Phone # (3o S) 3 5— c 79 Contractor's Address / 0 79D N W 7 A thy, STE 11T, City thiVil GARDF.A1S State rL zip 33 /69 Qualifier Name .To ,VQ - /h oA) ! .Od2a ‘ j v e Phone # State Certificate or Registration No. C.GC. / 5 / 3 ..7 c/ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: .2$0 Type of Work: ['Addition DAlteration ONew (g Repair/Replace 0 Demolition Describe Work: am) 6 Oct) IMpac* vJ r rJ do IA) S e Nc./ (i) /AI Facf ae.+ L - CJAYISCO * * * * * * **** * * * * * * * * ** * * * * * *** * * * ** F ees * * * * * * * * *, * ***** * * * * * * *** * * * * * * * * * * * * * * * ** �i� th DD i n(� al p a it Permit Fee $ �0 CCF $ 40 n C CC Notary $ Training/Education Fee $ a • �� Technology Fee $ t 1" ,U Scanning $ IS 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 5, .7 40 See Reverse side -+ 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 / ST The foregoing instrument was acknowledged before me this / sr day of MA , 20 10 , by __ ose? At9r0— , day of M a Acti , 20 , by So e✓a44aA) J�q ✓ems who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as id NOTARY P YES° —ASARISDO NOTARY PUB E. MY COML.o 3ION # 00728109 EXP1R. S October 21, 20 Sign: ��/ i '°�'k s air err ion► Sign: Print: )4e en) 114 , '7 J L12. of f Print: My Commission Expires: 0 C.7 a / // APPLICATION APPROVED BY: (Revised 07/10/07) ,A l t��t G Signature, Contractor ■3111111 .•111111 .10 Ale My Commission Expires: Oct / O // Plans Examiner Engineer Zoning #13 b 7 .��.�y6.5 371/4x 51 Oe 0 506. It #14 -62.2 . 5 6q . 02. 371/4x51 #2 li .015. bXt CA-ONO -61.2 1446.5 #1 74x511/2 + # 3 x 38 oq o1 02. 37x38 61 .2 oq- 010(.3 ,02 +40 .S — 402-2 10:511_ • APPROVED BY ZONING DEPT DATE I CO GCAINIANCE WITH ALL FEDERAL i JL) I;GUN A ' r;ULES AND REGULATIONS 3)(5 o &- 050j,.11 42.21+466 q x 38 - bz.2.14ti .:5 o1-0402.04 q 3'1 t al- 0Ko2.o- 6 zdzi +t(6.5 # #8.544-5° 09- 0105.02 -40,5 #6 jolx.3 oq - 0105 <62 +410.5 : . • • • • • • .. # 7 • iSsK63 Pm. 74 x 50 O -010S -61.2 4 - 1 -1 10 .5 • hc 0 1 2010 gl #4 09-010502 09- 012514 ( MV1.l1 ONO 2174x63 0 ?' 0411 ( (fic.i ze 09-010502 09-0128.14 Om u'f bN) W in SoC kac p,c IOW Sato -kAN-e_fd ►J\\ grn'i 5 klores, ; 15 • • • ••dily •••%Avll •••• • Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 46.5 452 44.4 43.7 43.1 42.7 42.3 41.9 41.6 0 -50.4 - 492 -483 - 47.6 - 47.1 -46.6 - 46.2 - 45.9 -45.5 16 47.1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 -51.1 -49.8 -49.0 - 48.3 - 47.7 - 47.3 - 46.8 -46.5 -46.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -51.7 -50.5 - 49.6 - 48.9 - 48.3 -47.9 -47.4 - 47.1 -46.8 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -52.4 -51.1 -502 -49.5 -48.9 - 48.4 -48.0 - 47.7 -47.3 19 48.8 47.5 46.6 45.9 453 44.9 44.4 44.1 43.7 -53.0 -51.7 -50.8 -50.1 - 49.5 - 49.0 - 48.6 - 48.2 -47.9 20 49.4 48.1 47.1 46.4 45.8 453 44.9 44.5 44.2 -53.5 -52.2 -513 -50.6 -50.0 - 49.5 - 49.1 -48.7 -48.4 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 -54.6 -533 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 24 513 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -503 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -56.6 -55.2 -54.2 -53.5 -52.9 -523 -51.9 -51.5 -51.1 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -523 -51.9 30 53.8 523 513 50.6 49.9 49.4 48.9 48.5 48.1 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 32 54.5 53.1 52.0 513 50.6 50.1 49.6 49.2 48.8 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 36 55.9 54.4 533 52.5 51.9 513 50.8 50.4 50.0 -60.6 -59.1 -58.1 -573 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -613 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 ao 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -62.0 -60.5 -59.4 -58.6 -57.9 -573 -56.8 -56.4 -56.0 583 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -64.4 -62.8 -61.7 -60.8 -60.1 -59.6 -59.0 -58.6 -58.2 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -65.5 -63.9 -62.8 - 61.9 - 61.2 - 60.6 -60.0 -59.6 -592 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 553 54.9 -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 - 60.5 -60.1 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0 Mean Roof i Height I • • • • • • • • • • zy�y�ry (��) • • • • • • • Malta • (ft) • • 15 20 25 30 35 40 45 50 46.5 45.2 44.4 43.7 43. 42.7 423 41.9 41.6 0 -6 •594 -56.0 •46.7 •516 451.6 -53.8 -53.1 -52.5 16 7.1 :41•: S•: 145) • 440 • • " 113.3 42.9 42.5 42.2 -63.11 16O.0 •58e X5 75 a • -56.3 I A -54.6 -53.9 -532 17 aZf : -45 • •449 • •143 ••13.8 43.4 43.0 42.7 - 63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -553 -54.5 -53.9 18 483 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -64.6 - 62.1 -603 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 453 44.9 44.4 44.1 43.7 .65.4 -62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -55.2 20 49.4 48.1 47.1 46.4 45.8 453 44.9 44.5 44.2 - 66.1 - 63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 22 50.4 49.0 48.1 47.4 46.8 463 45.8 45.4 45.1 - 67.4 - 64.8 -62.9 - 61.4 -60.2 592 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 482 47.6 47.1 46.7 463 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -69.8 -67.1 -65.1 -63.6 -62.4 -61.4 -60.4 -59.6 -58.9 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -70.9 - 68.2 - 66.2 -64.6 -63.4 -62.3 -61.4 -60.6 -59.9 30 53.8 523 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 -69.2 -67.1 -65.6 -643 -63.2 -62.3 -61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 492 48.8 -73.0 -70.1 - 68.1 -66.5 -652 -64.1 -63.1 -62.3 -61.6 55.2 53.7 52.7 51.9 513 50.7 50.2 49.8 49.4 -73.9 -71.0 -68.9 -67.3 - 66.0 - 64.9 -64.0 -63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 513 50.8 50.4 50.0 -74.8 -71.9 -69.8 -68.1 -66.8 -65.7 -64.7 -63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 -70.6 -68.9 -67.6 - 66.5 - 65.5 -64.6 -63.8 ao 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -713 -69.7 -683 -67.2 -66.2 -65.3 -64.5 583 56.7 55.7 54.8 54.1 53.5 53.0 52.6 522 -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 -67.5 -66.6 -65.8 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 -68.8 -67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 56 613 59.7 58.5 57.7 56.9 563 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -733 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 - 833 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 . . ••• 2007 FLORIDA BUILDING CODE • • • • • • • • • • • • • • • • • • • • • • WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLIDDI�T Per 1 b +1 7 -05: • • FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") • • • • ••• DESIGN) SSURF•S FOF•EXTERIOR ZONES ( "Zone 5 ") • • • •• •• • • General Notes 1 These tables are not valid as a site - specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. Emma T. Mellinger, P.E 1600 S. Federal Highway. #2o7, Pompano Beach, FL 33062 (954) 784 (954) 7 - 57o 8 fax emma(i cses.com JOB SITE LOCATION: WIND SPEED = 146 MPH. EXPOSURE "C" These tables are valid for the following conditions only: 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: II (General Residential and Commercial Construction). 3 Importance Factor: 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Building Consult an Engineer for any other conditions Instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area. 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as hcfiaud to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case positive and negative design pressures for use as required by governing building Emma T. Mellinger, P.E. FL P.E. # 50049 Date: February 24, 2010 Florida Building Code Online Lornrn Uf Affa't s ,': BCIS Home Log In User Registration Hot Topics € Submit Surcharge Stets & Facts Publications ; FBC Staff BCIS Site Map Links l Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Emall Category Exterior Doors • • o • • • • • Subcategory rY Swinging Exterior Door Assemblies Compliance Method Cerdflcation Agency Validated By Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Ilcation lJ FL4940 -R1 Revision 2007 Approved Maso O. North Appli Product Approval Method Method 1 Option A Date Submitted 12/24/2008 on Detail e International orth Dale Mabry uite 950 Tampa, FL 33609 (615) 441-4258 sschrelber@masonite.com Steve Schreiber sschrelber@masonite.com Certification Mark or Listing • •• • • •••• • • • • • •• • National Accreditation & Management Institute, National Accreditation & Management Institute, Page 1 of 3 • • • • • •••• • • • • •• • • • • • • • • •• •• • •••• • • • • • • • • • • • • • • • • • •• • • •••• http: / /floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgtLTLgVRkEjBfg3cfb... 2/26/2010 • • • • • • • • • • • • Sumi of Products FL # Model, Number or Name Description 4940.1 Metal -edge Steel Side - Hinged Door Units 6' -8" Opaque I/S and O/S Single Door Limits of Use Approved f. use in HVHZ: Yes Approved f : r use outside HVHZ: Yes Impact R =- lstant: Yes esign essure: +76.0/ - 76.0 Ot = . Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 3' -0" x 6' -8" max nominal size. Max DP = +/ - 76.0. When large missile impact resistance Is required, hurricane protective system is NOT required. See installation drawing DWG- MA- FL0132 -05 for additional information. Certification Agency Certificate FL4940 R1 C CAC NI006115 R2.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4940 R1 II FL4940 6 8 ODaaue Anchor.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4940.2 Metal -edge Steel Side - Hinged Door Units 6' -8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ - 55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size. Max DP = +/ - 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG- MA- FL0132 -05 for additional information. Certification Agency Certificate F14940 R1 C CAC NI006115 R2.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4940 R1 II FL4940 6 8 Opaque Anchor.pdf Verified By: National Accreditation & Managegert Institute, • • Created by Independent Third Py: •••• • Evaluation Reports • • • • • • • Created by Independent Ttjigc NV: • • • • • • • • • • • • •••• • • • • • • • • • • 4940.3 Metal -edge Steel Side - Hinged Door Units 8' -0" Opaque I/S and O/S D,000 w� tor w/o 9ldelitP ' • • • '••• • Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +48.3/ - 48.3 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity i Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 8' -0" max nominal size. Max DP i = +/ - 48.3. When large missile impact resistance is I required, hurricane protective system is NOT required on i opaque panels, but is required on glazed panels. See I installation drawing DWG- MA- FL0133 -05 for additional information. Certification Agency CertjfAAjg • • FL4940 R1 C CAC NI006l15 42. DF Quality Assurance Contract Expiration Lebo : • 12/31/2010 • • • ; Installation Instructions • • • • • •••• FL4940 R1 II FL4940 8 0 Ooaaue AnchoP.ad/• • • Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4940.4 Metal-edge Steel Side - Hinged Door Units 6' -8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/ - 50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size. Max DP = +/ - 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA- FL0134 -05 for additional information. Certification Agency Certificate FL4940 R1 C CAC NI006115 R2.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4940 R1 II FL4940 6 8 Glazed Anchor.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1 0 u l Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved 12/30/2008 01/07/2009 02/03/2009 Page 2 of 3 http: / /floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgtLTLgVRkEjBfg3cfb... 2/26/2010 • •• • • • • • • •• • • • ••• Florida Building Code Online Page 3 of 3 4940.5 1 Metal-edge Steel Side - Hinged Door Units Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +43.0/ -45.0 Other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 6' -0" x 8' -0" max nominal size. Max DP = +43.0 / -45.0. When large missile Impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA- FL0135 -05 for additional information. Bads pCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. privacy Statement I Coovrioht Statement I Accessibility Statement I plus -in Software I Customer Service Survey I Contact Us Product Approval Accepts: 8' -0" Glazed I/S and O/S Door Certification Agency Certificate FL4940 R1 C CAC NI006115- R2.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4940 R1 11 FL4940 8 0 Glazed Anchor.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: fleck •••• • • • • •••• • • • 1610 • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • • • • • •• •• • • • • • •••• • • • • • • ••• • • http: / /floridabuilding .org/pr /pr_app_dtl.aspx? param= wGEVXQwtDgtLTLgVRkEjBfg3cfb... 2/26/2010 • • • • • • • • • • • • • • • • NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202- Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 NI006115- R2Paae 1 07/29/2005 12/18/2008 Structural Masonite International M-703-1 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper Ieft hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMlCertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 • • • •• • Product Line: Masonite Metal -Edge Steel Side - Hinged Door Units • •••• • • • • • • • •• •• • •••• •••• • Test Report: NCTL- 210- 1861 - 1,2,3,7,8,9/210 - 1864 -1,2 ,3,4/210 - 1887 -1,2 ,4,5,6,7,8 • • 10,11,12/210 - 1897 - 1,2,3,4,5,6/ 210 - 1905 -1 ,2,3,4,5,6/210 -1V- ,3,4461 • • CTLA685W/1022W • • • . • • • Section 1: General Description of the Products and Systems under this;Cejtiticatian •• • •••• • • 1.1 Frame: The frame jambs consist of finger jointed pine with all corners • • coped, butted, and sealed using three 2" long wire staples (.04375 "). 1.2 Mullion Construction: Where used, each mullion constructed of laminated lumber with a pine cap and attached to the header and threshold with three #10 x 3" Philips Flat Head Wood Screws. 1.3 Glazing: Where used, the overall insulated glass was glazed into a rigid plastic lip -lite frame. Consisted of symmetric monolithic insulated glass with 3mm (0.118) tempered glass with aluminum, steel or butyl spacer. 1.4 Door Leaf Construction: Each door leaf was constructed from 0.017 "(6'8" height) or 0.020 "(8'0 "height) thick galvanized steel facings. • • • • • • • • • Section 2: Registered Suppliers 2.1 Door Lites: 2.2 Astragal: ODL or Specialty Endura Ultimate Certification No.: NI006115 -R2 Page 2 Revision Date: 12/18/2008 Section 3: Additional Supportive Test or Acceptance Data Provided With Certification Documentation included: 3.1 Miami-Dade Building Code Compliance Notice of Acceptance for Lite Frame Material, NOA#07- 0214.08 and ETC Test Report Number ETC -02- 797 - 12517,1 3.2 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84 -98, "Standard Test Method for Surface Burning Characteristics of Building Materials -Report No. 15977- 104313. 33 ASTM E1300 Glass Load Resistance Report provided by National Certified Testing Laboratories NCTL - 110 - 9735 -1. 3.4 Anchor Calculations for: Anchor Performance Calculation Report-Performed by Harold .Ei • • Rupp, P.E. (Florida No. 15935.) •••• • • 3.5 National Accreditation & Management Institute, Inc. W11'418 • • • • National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202- Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 • • • s••• • • •• •• • . • • • • • •• •• • See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAMI at (757)594 -8658. • •••• • • . • • • • • Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments X 1/S Opaque 3'0" x 6'8" +76/ -76 Yes NCIl210- 1864- 1,2,34 Maximum Panel Size: 3'0" x 6'8" S . Anchor Detail- MA- FLA132 -05 X _ O/S Opaque 3'0" x +76/ -76 Yes NCllr210- 1861 -12 ,3,7,8,9 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail MA-FL0132.05 • Opaque 6 ' +55/55 Yes NCTL -210 -1905- 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8 "/Sidelite: 3'0" x 6'8" Anchor Detail- MA- FLO132 -05 double XX O/S Opaque 6'0" x 6'8" +55/ -55 Yes NCt'L -210- 1905 - 1,2,3,4,5,6 Double Maximum Panel Size: 3'0" x 6'r/5idelite: 3'0" x 6'8" Anchor Detail- MA- FLA132 -05 XO /OX VS Opaque Door 6'0" x 6'8" +551 -55 Door -Yes NCfL -210 -1905- 1,2,3,4,5,61 Maxittaun Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Single w /Sidelite $ Glazed Sidelite Sidelite-No Anchor Detail- MA- FL0132 -05 XO /OX a w /Sidelites Single O/S Opaque Door Glazed Sidelite 6'0" x 6'8" +55/ -55 Door -Yes Sidelite -No NCPL-210- 1905 - 12,3,4,5 6 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail- MA- FL0132 -05 OXO US Opaque Door 9'0" x 6'8" +55/ -55 Door -Yes NCCL-210- 1905 - 1,2,3,4,5,6 Panel Size: 3'0^ x 6'8"/Sidelite: 30" x 61" Single w /Sidelites Glazed Sidelites Sidelites-No 12 il -MA FIA132 -05 Anchor Detail-MA-H.0132-05 OXO O/S Opaque Door 9'0" x 6'8" +55/-55 Door -Yes NCIL- 210.1905- 12,3,4,5,6 Single w /Sidelites b' Glazed Sidelites • • • • • • • • • • • • • • • • • _ " • Sidelites Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 61" Anchor Detail- MA- FLAl32 -05 0)0(0 US Opaque Doors 12:4" ft2 'r : : : +53= 55'. Doors Yes NCr>i210- 1905 - 1,2,3,4,5,6 Double w /Sidelites Glazed Sidelites . • • • • •• • • ' • Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail- MA- FL0132 -05 OXXO O/S Opaque Doors 12'4" x 6'8" +55/ -55 Doors -Yes NCTL-2t0- 1905 - 1,2,34,5,6 Maximum Panel Size: 3'0" 6's ^rsidelite 3'0" 6'8" Double w /Sidelites Glazed Sidelites .' • • :' '' . " _ , • _ . •' • .' _ . Sidelites-No _ x x Anchor Detail- MA- FLO132 -05 Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 NOTICE OF PRODUCT CERTIFICATION Certification No.: Certification Date: Expiration Date: Revision Date: Product Metal -Edge Opaque Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201 - 94/202 - 94/203 -94 /ASTM E330 N1006115 -R2 Page 3 07/29/2005 12/31/2010 12/18/2008 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namlcertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & ManagemebtInsCiutb, 0;41870 erc Walk Suite 202/Newport News, V Te1 1757.594.8659 ••• • • • • • • ••• • • • • • NAMI AUSHDWZ$X SItN3%LT RE: • .• .. • • • •• .• ••• • • • • • .•• • • Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure PoslNeg Missile Impact Rated Test Report Number Drawing Number & Comments X Single US Opaque 3'0" x 8'0" +48.3/ -48.3 Yes NCTL -210- 1980- I,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'0" Anchor Detail MA FL0133 -05 X Single l O/S Opaque 3'0" x 8'0" +48.3/ -48.3 Yes NCTL,- 2104980 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'0" Anchor D tail -MA FL0133 -05 XX Double 1/S Opaque 6'0" x 8'0" +48.3/ -48.3 Yes NCT1.2I0- 1980 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail- MA- FL0133 -05 XX Double O/S Opaque 6'0" x 8'0" +48.3/ -48.3 Yes NCIL -210- 4980 - 1,2,3,4,5,6 Maximum Panes Size: 3'0" x 8'0 "/Sidelite: 3'0" x 8'0" Anchor Detail- MA- FL0133 -05 XO/OX Single w /Sidelite I/S Opaque Door Glazed Sidelite 6'0" x 8'0" +48.3/ -48.3 Door -Yes Side lice No NCl'L- 21019801,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'0 "/Sidelite: 3'0" x 8'0" Anchor Detail- MA- FLOl33 -05 X0/OX Single w /Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 8'0" +483/ -483 Door -Yes Sidelite -No NCFL 210-1980-1,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail- MA- FL0133 -05 OXO Single w /Sidelites 1/S Opaque Door Glazed Sidelites 9'0" x 8'0" +48.3/ -483 Door -Yes Sidelites No NCTlr210- 1980 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'0 " /Sidelite: 3'0" x 8'0" Anchor Detail- MA- FIA133 -05 OXO Single w /Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 8'0" • • ••• • • • • . • • • .. +48.3/ -48.3 • • • • • Door -Yes S NO NCTL.210 -1980- 1,2,3,4,5,6 Maximum Panel Sizes 3'0" x 8'0iSidelite: 3'0" x 8'0" Anchor Deisil_MA.FLO133 -05 OXXO Double w /Sidelites 1/S Opaque Doors Glazed Sidelites 12:4" rail": • • • • • • • : -C4$.37,-48n • • • • • Doors -Yes Sidelites-No NCrL-210- 1980 - 1,2,3,4.5,6 Maximum Panel Si= 3'0" x 8'0 "/Sidelite: 3'0" x 8'0" Anchor 0 a l -MA FLO133 -05 OXXO Double w /Sidelites O/S Opaque Doors Glazed Sidelites • • • 12'4" x 8'0" • • • . • • • • • • +48.3/ -48.3 • • • • • • Doors -Yes . Sidelite s -No •— NCTL-210-1980-1,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail-MA-K.0133-0S Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 NOTICE OF PRODUCT CERTIFICATION Certification No.: Certiflcatlon Date: Expiration Date: Revision Date: Product: Metal -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non- Impact Rated Sidelites (wlWood Frame unless noted) Specifications Tested To: TAS 201- 94/202 - 94/203 -94 /ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertiflcation,coig. NAMI's Certification Program Is accredited by The American National Standards Institute (ANSI). National Accreditation & Managemelnt3nsCtufe, I11./i1870 kierelja4ts Walk Suite 202/Newport News, VA 23 Tel- '757.594.865$1Fax- 757.594.8659 •.• • • • . • . • • • • • • • • • • • • • • • NAMI AUZHDI IICSIGNATURE: • ...• • • • •.. .•• • • • • • .•. • • NI006115 -R2 Page 4 07/29/2005 12/31/2010 12/18/2008 Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments X Single US Glazed 3'0" x 6'8" +50.5/ -50.5 No NCPL 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail -MA FL013405 X Single O/S Glazed 3'0" x 6'8" +50.5/ - 50.5 No NCTL - 210 - 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail -MA FL0134-05 XX Double US Glazed 6'0" x 6'8" +505/ - 50.5 No NCfLr210 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA- FLO134-05 XX Double O/S Glazed 6'0" x 6'8" +50.5/ - 50.5 No NM Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA -FLA 134-05 XO /OX Single w /Sidelite VS Glazed Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 Door -No Sidelite -No NCI'Lr210 1897 - 1,2,3,4,5,6 MA - WLOt 15/16/17n8n9n0fll Maximum Panel Size: 3'0 x 6'8" Anchor Detail- MA- FL0134 -05 XO /OX Single w /Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 6'8" +50.51 -50.5 Door -No Sidelite -No NCFL -210 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail MA FL0134 - 05 OXO Single w /Sidelites US Glazed Door Glazed Sidelites 9'0" x 6'8" +50.5 / -50.5 Door -No Sidelites -No NCTL - 210 - 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail OXO Single w /Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 6'8" • • • • • ; ; ; • • .. +505150.5 • • • • • • . - . • Door No Sidelites-No NCFL.210 -1897- 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail MA FL0134 OXXO Double w /Sidelites 1/S Glazed Doors Glazed Sidelites 12;6" 1e G'8; ; • • • • • • • : ;50:9150.5 • • • • • • Doors No Sidelites No NCTLr210 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail MA FLA134 - 05 OXXO Double w /Sidelites 0/S Glazed Doors Glazed Sidelites • • - 12'6" x 6'8" . • . • • . • - +50.5/ - 50.5 . • . • • • • • - - Doors No • Sidelites - No NCTL - 210 - 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail MA FLO134 - 05 Company: Masonite International Corporation 1955 Pawls Road West Chicago, IL 60185 NOTICE OF PRODUCT CERTIFICATION Certification No.: Certification Date: Expiration Date: Revision Date: Product: Metal -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 202 - 94 /ASTM E330 NI006115 -R2 Page 5 07/29/2005 12/31/2010 12/18/2008 The "Notice of Product Certification!° is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertificatlon.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & ManagemeDt 14S,J):11110111erclljagts Walk Suite 202/Newport News, VA 23606 • Te1757.594:.8658/Fax- 757.594.8659 • •. • • • • • . • . . • • • • • • NAMI AUTHO$IZFb$IINf'1LUkE: • .... • • • .... • • ... • • Configuration Inswing or Outswheg Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments X Single I/S Glazed 3'0" x 8'0" +431 -45 No NCLL.210 - 1887 7.8,9,10,11,12 Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- 11.0135-05 X Single O/S Glazed 3'0" x 8'0" +43/ - 45 No NCTL - 210 - 1887 - 7,8,9,10,11,12 Maximum Panel Size: 3'0"x 8'0" Anchor Detaf- MA- FL0135 -0S XX Double US Glazed 6'0" x 8'0" +43/ - 45 No NCTL-210 -1ss7- 7,8,9,10,1 1,12 Maximum Panel Size: 3'0" x 8'0" Anchor Derail- MA- FLO135 -05 XX Double O/S Glazed 6'0" x 8'0" +43/ - 45 No NCPL - 210 - 1887 - 7,8,9,10,11,12 Maxima Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0135 -05 •• ••• • • • • • • • • •• • • • •• • •• • • • • • • •• ••• •• • • • • • ••• • • • • • • •• • ••• ••• • Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 NOTICE OF PRODUCT CERTIFICATION Certification No.: Certification Date: Expiration Date: Revision Date: Product Metal -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 202- 94/ASTM E330 N1006115 -R2 Page 6 07/29/2005 12/31/2010 12/18/2008 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Yns$tute, Ik/Z1$70 Mefcltadts Walk Suite 202/Newport News, VA I'e1 67 594.861i81Fal:- ?$7. 8659 • • • • ••• • NAMI At bR1'L DESi iTUFE: • • • • • • • • • • • • •• • • • • •. • • • • 0 • • • 4C t :-----......., TABLE OF CONTENTS SHEET > DESCRIPTION 1:. TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SELF IGNmON TEMP ASTM 01929 680 'F > 65D 'F RATE OF BURNING ASTM 0635 1.10 IN /MIN SMOKE DENSITY ASTM D2843 69.69 TENSILE STRENGTH* ASTM 0638 -7.46% OIFF 0 / O SIDE - HINGED METAL -EDGE STEEL DOOR UNIT 6 `-8" DOUBLE DOOR WITHI WITHOUT SIDELITES l GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT 15 REQUIRED ON GLAZED SIDELRES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 80 00 DOUBLE DOOR UNIT El u a 0 0 • SINGLE DOOR UNIT WITH SiDELITE •• • • o= 0 0 21" MAX 149" MAX. OVERALL FRAME 14/O1H 36.375" MAX. PANE. WIDTH -{ W /ASTRAGAL • J J D.LD. •• • • • • • •• • :BINDLE DOOR TWIE • • •.514LFi000R UNIT W /SIDELITE5 • . • • • ••• • ••• • DOUBLE DOOR UNIT W /S!OELITE$ • r 37.5" MAX. FRAME WIDTH • 00 co 7 DOUBLE DOOR {UNIT W /SIDELITES 8 kterdlroloNM1 No; Atrnn - Rx, Date r A n R PI m 0 KATE 7/25/05 sola5 N.T.S. Dim BY: SWS CHIC By OWING NO.: DWG— MA— Ft0132 -05 SHEET 1 of 3 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • - - - • • • DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONF1G MAX WIDTH INSWING OUTSWING INSWING OLTTSWING' X 37.5 +76 0 -78.0 +78.0 -78.0 +19,0 -19.0 +55.0 -55.0 XX 74 • A:221EritJAMMIMINELVIIINEICIIIIIIMMLIF -55.0 OX or X0 75 • 55.E .IIIRE*,ACEEKAIfMIIACIELIIIIW' ' -55.0 r 112. ' • 6-55.1 AL- ")a'rm4a"f °a''7 - 55.0 OXXO 149 • 4 55 0» .. ?7MICW IIIIIMMEEW -55.0 0 / O SIDE - HINGED METAL -EDGE STEEL DOOR UNIT 6 `-8" DOUBLE DOOR WITHI WITHOUT SIDELITES l GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT 15 REQUIRED ON GLAZED SIDELRES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 80 00 DOUBLE DOOR UNIT El u a 0 0 • SINGLE DOOR UNIT WITH SiDELITE •• • • o= 0 0 21" MAX 149" MAX. OVERALL FRAME 14/O1H 36.375" MAX. PANE. WIDTH -{ W /ASTRAGAL • J J D.LD. •• • • • • • •• • :BINDLE DOOR TWIE • • •.514LFi000R UNIT W /SIDELITE5 • . • • • ••• • ••• • DOUBLE DOOR UNIT W /S!OELITE$ • r 37.5" MAX. FRAME WIDTH • 00 co 7 DOUBLE DOOR {UNIT W /SIDELITES 8 kterdlroloNM1 No; Atrnn - Rx, Date r A n R PI m 0 KATE 7/25/05 sola5 N.T.S. Dim BY: SWS CHIC By OWING NO.: DWG— MA— Ft0132 -05 SHEET 1 of 3 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • SEE DETAIL DETAIL "D" 3 6" — { 7.375 INSWING THRESHOLD x 2-1/2" x 2" #io x 3/4" #8 x 2-1/2" #iO x 3/4° #TO x 2" DETAIL "C" #9 x 3/4" # x 3/4" • . • • • • Pte; L ° • E" 5� GAL • �1TPAO 1 f4SiRA,GAiN AINER BOLT • • • • • RtE; P ? FRAME ••• • ••• ••• • AS S "" "' �N.• • 0.952 • • G+ enN .At+on frat. - R2_ • • ." • • Wendt, • • T. • •. •. • 1Ie; OUTSWIIdG TI— ESHOLI! • SEE DETAIL n W cc 0 ••• EQUAL � , DOW 99 OR DETAIL "F" ASTRAGAL. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH. THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW MIME RIM= - TYPICAL GLAZING DETAIL ALUM, .STEEL OR BUTYL SPACER tq X 1-7/2' ars U3 N CNI rZt a woo Q ~ U 0 N to tn m 1- o 0) 0 0 we 7 /25/05 SCALE: N.T.S. 0W9. BY: SASS CHX. BY: .: DWG- MA47A132 -09 sMEEF Of 3 •• • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTN 1 FD AT 5 -1/2" CENTERLINE • *.■ 4" X 4" FULL MORTISE BUTT HINGES SEE .DETAIL "C S1ft. 2 F-1 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4; MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1.50 MIN { • • • • : :AN(iHOR INSTALI;4T)N • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • 6" s" 3" HARDWARE SCHEDULE I — 6" MiantoNMN Catikaikefix Mtnnc - g2 Daley t rA Jng O N Z - EN LZ • L z 0 0 in (0N U r 0 Date: 7 /25/Q5 SCAM N.T.s. uWD. BY: SWS tIK er. DRAWING NO.: OWO- MA- FLO132 -O5 soFor 3 OF 3 ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM COUNT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC. 601 N.W.12 Ave. Pompano Beach, FL 33069 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 (AID). 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 proposes. If this product or material fails to perform in the accepted manner, the incur the expense of such testing and the AHJ may immediately revoke, modify, or e = or material within their jurisdiction BORA reserves the right to revoke this ;. -Dade County Product Control Division that this product ' 0 + ■,0 fails to meet the requInmants of •cable building code. This product is appro as described herein, and has been deli to with the Florida Buildhr Code, including tit: gh Velocity Hurricane Zone. • • • • •• • Fixed Window (L.162.2)•,: • • pupated by Al Miami -Dade County Product Corgi • on date by the Miami -Dade County • • II 1111, I Di riplt ::•• the CC use of such : Series "338" Aluminum Fixed Window —L.MJ : Drawing No W03 -52, titled "Series 338 of 5, dated 07/11/03, with last revision F dated 03/3 and sealed by Humayoun Farooq, P.E., _ DESCRIPTIO APPROVAL sheets 1 Corporation, sign renewal stamp with the 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%R1 • • 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 has4een • 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 o`angeb • • in the materials, use, and/ormamrfactwe of the product or process. Misuse of this NOA as an endorsemlldt 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 literadrre. 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 pmvided 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 # 07- 1120.10 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. I APPROVED I MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375 -2901 FAX (305)371 -6339 www.miamidademov/buildinecot NOA No. 08-0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 Page 1 •••• • • •••• • • • • • •• •• • •••• • • • ••• • • • • • • • •••• • • •••• T.M. Window & Door LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.L)", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03/30 /09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Famoq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5276, dated 07/06/07, signed and sealed by Carlos S. Blonde, P.E. "Evidence Subm&ted under NOA # 07 1120.10" 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Prasaure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 • Along with marked-up drawings and installation diagram of an aluminum fixed. • • window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- • • • 2782 (FTL00114), FTL -2784 (FfL00140), and FTL -3803 (FFL03072), dated 11/06/01,11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P.E. and Joseph Chan, P.E. "Evidence Submitted under NOA # 03 • • • • • • 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 • • 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 • • 3) Water Resistance Test, per SFBC, PA 202 • • • • 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 • • • Along with marked -up drawings and installation diagram of an aluminum fixed • • window, prepared by American Testing Lab of South Florida, Test Report No. ATL #• • • 0806.02-02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. • • • "Evidence Submitted under NOA # 03 0925.04" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al -Famoq Corporation, dated 02/17/09 and 03/30/09, signed and sealed by Hunrayoun Farooq, P.E. Complies with ASTM E1300-02/04 E -1 ie - 4 310? arlos Utters, P.E. Product Control Examiner NOA Na. 08- 0917.08 Ezpiratlon Date: January 08, 2014 Approval Date: May 06, 2009 • • • • • • • • • • • • • • • • • •••• • • •••• • • • • • • • • • • • • ••• • T.M. Window & Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTITED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04, issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05-1208.02 issued to EL DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 07- 1116.11, issued to SAF -GLAS for their "SAF -GLAS Polycarbonate Laminate ", dated 12/12/07, expiring on 12/16/12. 4. Notice of Acceptance No. 07- 0525.06, issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 01/03/08, expiring on.02/08/13. 5. Notice of Acceptance No. 08- 0709.04, issued to Nebula Glass International dba Glassslam for their "Safety -Plus II — Laminated Glass", dated 09/11/08, expiring on.08/07/13. •••• • • • •••• • F. STATEMENTS • • • • 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated •• ' • • • • • 02/17/09, signed and sealed by Humayoun Farooq, P.E. • • • • 2. Statement letter of no financial interest issued by A1- Farooq Corporation, dated • 02/17/09, signed and sealed by Humayoun Farooq, P.E. • • • • •••• • • • • • • 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration "' •••• • • Testing Laboratory, Inc., dated 07/11/07, signed and sealed by Carlos S. Rionda,•En• •: • • "Evidence Submitted wader NOA # 07- 1120.10" • • • • • 4. Laboratory compliance letter for Test Report No. ATL-0806.02-02, issued by • • • American Testing Lab of South Florida, dated 09/04/02, signed and sealed by William • R. Meitner, P.E. • ' "Evidence Submitted under NOA # 03-1925.04" • • • • G. OTHER 1. Notice of Acceptance No. 07- 1120.10, issued to T.M. Window & Door, LLC, approved on 05/01 /08 and expiring on 01/08/09. E -2 os Mere, P.E. Product Control Examiner NOA No. 08-0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 • • • • • • • • • •••• • • • • •• • • SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —ME COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERYiL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS 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 UNITED 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. •• ••• • • • • • •• • • • • • •• •• • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • o • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • •• • 8" MAX. FROM ENDS THV• yYINO0W5 ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FALSE MUNTINS SURFACE APPLIED OPTIONAL ]C Ir II - - I I PI I t II I I { II - b 7C_ -_ 1 IS - II �I I, ;I H II' %';i M1 I I I 4 -4' I I; 11 I I I 11 I 11 v DR. HLIAYOUN FAR000 STRUCTURILS FLA. PE # 1655T CAN. 3938 12' MAX. HEAD /SILL PillODUeT Code Realm aboddlne Assmowoo S: ii C. L A gfi 'Ds�& drawing no. W03 -52 sheet 1 of 5 DESIGN LOAD CAPACITY - MP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY F - V `-..- Mwizs- WM \ihi!-d9I03 WINDOW DIMS GLASS TYPE V GLASS 'M TYPE 'E' S TYPE 'D' GLASS TYPE 'E' WINDOW DIMS. GLASS TYPE C' GLASS D' WIDTH LEND INT. ( -) LENGTH INT. t -> WIDTH LENGTH X) EXT. CO X) E AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (303) 284•100 FAL (305)262-697$ 66 72' 46' 85.0 95.0 19 -1/8 26 -1/2° 37' 53 -1/8' 28° 85.0 95.0 65.0 95.0 95.0 0 I ye L_ 95.0 95.0 95.0 75.0 75.0 95.0 93.0 95.0 95.0 132' X 95.0 19 -1/8" 28 -1/2' 37 53 -1/8" 39 3 /8. 75.0 75.0 90.0 90.0 95.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 95.0 O R QI 1 , f O 18 1 . 2 O Q Ol 0 m h 75.0 95.0 79.0 138' 95.0 19 -1/8' 26 -1/2' 37" 53 -1/8" 90 -5 , 75.0 75.0 75.0 95.0 75.0 75.0 L l i 75.0 l_ C! h O s I 95.0 75.0 75.0 8 O 2 95 0 O p1 72.0 38" 42" 48' 144" 95.0 75.0 75.0 72.0 1 i of 95.0 19 -1/8' .' 53- 8' - 75.0 75.0 90.0 90.0 95.0 95.0 72.0 95.0 „429.0, 90.0 90.0 95.0 95.0 11 72' 72' 79.0 75.0 90.0 90.0 95.0 95.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 - 02/04 (3 SEC. GUSTS). 75. `79.0 /` 90.0 90.0 95.0 85.0 75.0 75.0 90.0 90.0 95.0 95.0 .0 u. 81.3 81.3 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95A 19 -1/8" 25 -1/2 37" 53 -1/8' 74 -1/4 75A 75.0 90.0 90.0 95.0 95.0 [(Trrl) MOONIM 03XXId IgnNd'7nlY 9££ s3I 3S) TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 - 4430 FAX. (954) 781 - 5078 75.0 75.0 80.0 80.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 72.0 72.0 72.0 72.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 93.0 X X X X X x x X 88.4 86.4 75.0 75.0 81.3 81.3 95.0 960 %X X X% X X 79.2 79.2 3/16" HEAT STREAM GLASS 3/18' HEAT SIREN') GLASS 3/16" TEMP. GLASS .120 INTERLAYER .019 ADHESIVE BY ' SAF -DLLs' .O/S ADHESIVE BY '$AF -GI IA�XOL -1.10. RESIN .070' POLYCARBONATE LAMINATE BY ' POLYCARBONA7E LAMP/ATE BY 'SAF -GLAS' BY 'SAF 3/18' HEAT STREW() GLASS .015 ADHESIVE BY 'SPY -MAW .015 ADHESIVE BY 'SAF -GLAS' 3/18' TEMP. GLASS 3/16 HEAT STREW!) GLASS 75.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 75.0 79.0 87.4 87.4 95.0 950 75.0 75.0 77.7 77.7 950 95.0 X X X X X X X x 95.0 95.0 X X X X x X X X 88. 88.4 X x % x % X X x 79.2 96' 75.0 75.0 90.0 90.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 /10 X 1 -1/4' SILICONE P.H. SMS DOW CORNINS AT 22" O.C. TREMCO TREMGLAZE 9 YWCA 17tEMC9.AZE ' 5500 SILICONE (2E1200 INSTALLATION 75.0 75.0 77.7 77.7 _-- 99.0 X X X X X X X X 95.0 95.0 X X X X X X X X 95.0 95.0 4 , 11 , N RED PAIL.- I F i t II mi LOOK 803 0305411 l AU - PRIN30; L % X % X % % X X 86.4 86.4 t C *du MR .9 /5 210nc 5900 X X X X X X X% 792 79.2 © I n r ' L �, - I .. _"- 102' 75.0 75.0 90.0 90A 95.0 95.0 I fi l 75.0 75.0 9a0 90.0 95.0 95.0 %% x X x x x x 95A 95.0 FFF333 i t , ' % 0 95.0 0 4 95A 88.4 �• I - - ���- r � � ■■� l��J ����, �ju J � ' :: '3Sm 108' 75.0 79.0 90.0 90.0 95.0 95.0 �� GLAII, T'! •'C'• • • • • f - � . 75.0 95.0 95 !�� ���I (, x X X X X X x X %% X X x x 85.0 99A • • GLASS TYPE 'D' GLASS TYPE 'E' g o esto 3DP :sudsy 80'0E117 801117.0 X X X X x x X X 95.0 95.0 x x x X X X X X 95.0 95.0 L g l . U .1- 'JI x x x x X x X X 85.4 85.4 • / • • • • IUl ro -' ( -L0 313' 42" 48" 54' 80' 114' 15.0 75,0 90.0 80.0 95.0 95.0 • • GLAZ ■ ∎ O.W. • •+ • x x X X X x 95.0 95.0 • L x X X x X X % X 95.0 95.0 • • • 000 1 • - •••• _.., -.. -, -• • • • • • • •\�� • ■• • •. • • - • • • • • • • • Emir: 0R. HUMAYOUN MR000 STRuCTUREs PLA. PER 16559 ' 3330 ! 2009 �OL�7 IMWED es complying Malths Cade ' w ,: r , xx xx Xx xz 95.0 95.0 •: __ _ _ ____ __ _ - - _ _ . _ O • • f's • • • •1 X x X X x X x z 95.0 95.0 38' 42' 49' 54" 120' 7 75.0 90.0 90.0 95.0 95.0 x X X X X X X X 95.0 95A thawing n0. W03 -52 X x X X x x X x 95.0 85.0 • RCM • • • • • • • WIDTH AND LENGTHINMENSIC&S CAN BE &ENTE0 �.; . Ptah , .. , % X X X X % 0 * 85.0 95.0 X X x X X X X X 95.0 95.0 (sheet j Of 5 , 60' VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. _. -_. _ ._.., ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • • 0 • • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE '8' GLASS TYPE 'J' VIDTN LENGTH EXT. ( +) INT. ( -) EXT. ( +) INT. ( - ) EXT. (4) INT. ( -) EXT. CO INT. ( -) V:Cv VP 26° 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 78.5 78.5 90.0 90.0 90.0 111.0 90.0 140.0 VT: Vg 140.0 80.0 80.0 900 90.0 90.0 111.0 90.0 140 80.0 80.0 90.0 90.0 800 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 840 64.0 72.0 72.0 72.0 88.8 72.0 112.0 84.0 84.0 72.0 72.0 72.0 88.8 72.0 112.0 84.0 84.0 720 72.0 72.0 88.8 72.0 112.0 5t 7R 111.0 80.0 80.0 90.0 90.0 , 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 84.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 90.0 a 80.0 90.0 90.0 90.0 900 111.0 90.0 140.0 89.8 89.8 90.0 90.0 90.0 111.0 90.0 140.0 65.4 85.4 90.0 90.0 90.0 111.0 90.0 140.0 64.1 84.1 80.0 80.0 80.0 98.7 80.0 124.4 Vr °1 FIT 75.9 75.9 90.0 90.0 90.0 1110 90.0 140.0 64.3 84.3 90.0 90.0 90.0 111.0 90.0 140.0 59.8 59.8 900 90.0 90.0 111.0 90.0 134.7 38' 42' 102' 73.9 73.9 90.0 90.0 90.0 111.0 90.0 140.0 84.5 84.5 90.0 90.0 90.0 111.0 90.0 140.0 36' 42" ice 74.1 74.1 910 90.0 90.0 111.0 90.0 140.0 61.3 61.3 90.0 90.0 90.0 111.0 900 140.0 36' 114' 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 38" 120' 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 126" 72.7 72.7 90.0 90.0 90.0 111.0 90.0 140.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLOSS TYPE 'G' GLASS TYPE '8' GLASS TYPE '2' 11112T8 LENGTH EXT. ( +) INT. (X) EXT. ( +) 187. (9) EXT. (+) 187. (X) EXT. (+I INT. (X) 19 -1/8" 26 -1/2' 37' 53 -1/8" 26° 80.0 80.0 90.0 93.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8" 26 -1/2' 37" 53 -1/8" 38 -3/8' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8' 26 -1/2' 37" 53 -1/8' 50 -5/8' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 75.9 75.9 85.3 95.3 85.3 105.2 85.3 132.7 19 -1/8" 28 -1/2" 37' 53 -1/8" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 81.3 81.3 81.3 100.3 81.3 128.5 19 -1/8" 26 -1/2' 37" 53 -1/8' 74 -1/4' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 81.3 100.3 81.3 126.5 3/16" ANN. GLASS .090' (NTERIAYER BUTACOE P98 BY 'DUPONT' GLASS TYPE 'F' 3/18' ANN. GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 3/19" NEAT STREN'D GLASS 090' INTERLAYER BUTACRE PV9 BY ' DUPONT' 3/19" HEAT STREN'D GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 • • • • • •• • • • •• • • • • • • • •• • GLASS TYPE 'G' • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 3/18' HEAT STREN'D GLASS 090' INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/18" HEAT STREN'D GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 • •• • • • • • W ' B ' :•• GLAZII G OPTIONS • • • • • • • • • • GLASS TYPE 'J' a 3/18' TEMP. GLASS 080" (NTERLAYER SENTRYGLAS PUS BY 'DUPONT" • 3/18' TEMP. GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 L N1uE: WEDT1( AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. En•: OR. HUMIWOIW 4911000 STRUCTURES G N. c23.057 APR 9I C 1 4 2° 1 g 85$$ n8mq Sgo 0 0 w 9 il drawing no. W03 -52 (sheet 3 o 5 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• • • • •• • • •• • • v PO 1.• • • • • • • • • • • •• • o ••t P • • • • SEE ELEV. FOR SPACING • • •• • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • • ••• • WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND .TRANSFER THEM T. BUILDING STRUCTURE. = TYPICAL ANCHORS: SEE E. 1/4- DM. TAPCONS BY 'IOW' �.c. .' (Fuw177 2BY WOOD BUCKS OR WOOD STRUC ° MIN. PENETRATION INTO W000 INTO CONC. 0 IN 1 -3 THRU IBY MIAW —DADS COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Ertgr. . 9TRt.0 YDUN FAR000 FLA. PE / 16997 C.A.N. 3936 PR 01 2009 SPACING — 90 BLOCKS Fy , 155 KS) I - 1/4' MIN. EMBED I` • i . OR BLOCK DIRECTLY INTO CONC. OR C -90 BLOCKS 1 -1/4° MIN. EMBED INTO CONC. OR BLOCK . ),/4' DRSJJLEX GR SELF ORILLNG SCREWS (CRAM 5 CRS. Fym92 KSI MIN.) INTO METAL STRUCTURES STEEL : - KSI MIN.) AL " : 1/8 THK. MIN. (. -T5 MIN.) STEEL IN CONTACT WITH ALUMINUM 0 BE PLATED OR PAINTED) 11 SUS _IV& OR SELF MIL UHL SCREWS INTO MIAMI-DADE COUNTY APPROVED MU IONS (MIN. THK. • .100, TYPX7U FOGS DISTAN(F INTO CONCRETE • 2 -3/8 MIN. C -90 BLOCK • 2° MIN. INTO TRUCTURE • 1 INTO METAL • ' _ MIN. CONCRETE 1'c • 3000 PS MIN. C -90 tiou.ovvraiso BLOCK I'm • 2000 P51 MIN. SEALANT; FRAME CORNERS SEALED WITH ACRYLIC SEALANT. z 0 F U \ ,^ 1 E 8 oalh c 1 .$ F m 8 o 6 R 8 k drowing no. W03 -52 (sheet 4of 5 (1) WINDOW FRAME Q GLAZING STOP TUBE n GLAZING STOP TUBE `l GLAZING STOP EXTERIOR ANGLE tsoo L — 1.900 n GLAZING STOP INTERIOR ANGLE n GLAZING BEAD CW- 35277-A 1294 PW -338 SPA -1840 BPA -1980 /10 X .10 X 1 -1/4' TM -174 4 AS REM). AS AtOD. AS REOD. AS REOD. GLAZING STOP EXTERIOR ANGLE GLAZING STOP INTERIOR ANGLE FRAME ASSEMBLY SCREWS 61AZING STOP SCREWS 60*3 -76 6083 -T5 6083 -75 6063 -T5 6053 -T5 MANF. /SUPPLISR/REMARKS P.N. 5115 P H. 5M5 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADS COUNTY APPR.D MULLXIN SEE SEPARATE RDA 1/4' MAIL TYPICAL ANCHORS SEE ELEV. FOR SPACING TYP. CORNER DETAIL 1/4' MAIL SHIM TYPICAL. ANCHORS SEE 0.0*. FOR SPACING :Aix" 7/. :9]1'11 -% ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 44041 • • • ••• • • 3 d B a a 8 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC 601 NW le Ave. Pompano Beach, FL 33069 SCOPE: DESCRIPTION: Seri SOS Aluminum Horizontal Rolling Window— L MIAMI -DADE COUNTY, FLORIDA METRO -DADE FL.AOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 yrw,gmaimidads,g ItElMinecode 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 (AHW). 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 (m 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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this ' i . determined by Miami -Dade County Product Control Division that this product or meet the This product is approved as herein, and has been to comp Code, including the High ocityHumricane Zone. of the applicable building code. 'th the Florida Building • • • • •• • APPROVAL 1 r IN : Drawing No. W08 -81, titled "Series 805 Alum. • ■1 ' .. ,1 ; Rolling Wdw. • (L.M.I.)", sheets 1 :. 6 of 6, dated 09/19/08, prepared by Al Farooq C • ::1 1 signed and sealedhy • • • Humayoun Farooq, P.E., bearing the Miami -Dade County Product Revision stamp with the Notion • • • of Acceptance number and expiration date by the Miami Dade ..as Product Control Division. • • MISSILE IMPACT RATING: F :.: _ r ;;; i e Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state all, : • • 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 b•e• • • • • 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 chvge 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. Failulb• • to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06-0329.02 and consists of this page 1 and evidence pages 5-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Percy P.E. NOA No. 09- 0105.02 Expiration Date: May 13, 2014 Approval Date: March 4, 2009 Page 1 • • ••• • • • • • • • • •• •• • • •••• • • •• •• • • • • •••• • • • • T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 6 of 6, titled "Series 805 Alum. Horizontal Rolling Wdw. ( L.M.I.) ", dated 09/19/08, prepared by Al- Farooq Corporation, signed and sealed by Humayonn Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per 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 diagrams of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202101 , 2) Large Missile bnpact Test per FBC, TAS 201 -94 • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report N FM-5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. •••• 3. Test reports on: 1) Air Infiltration Teat, 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 Tat per FBC, TAS 201 -94 • • • • 5) Cyclic Wind Pressure Loading per EEC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 • • 4 : along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report �(, o. • • • FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. • • • 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Tat per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Tat Report No. F11-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. E -1 Manuel P Product Control NOA No. i" .02 Expiration Date: May 13, 2014 Approval Date: March 4, 2109 • • •• • • •••• • • • • ••• • • • • • • • • •• • • • • • •••• • • • ••• T.M. Window & Door LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by AI-Farooq Corporation, dated 10/24/08, signed and sealed by Humayoun Farooq, P E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to Ed. DuPont DeNenmurs & Co., Inc. for their "DuPont SentryGlas ® Phis" dated 01/03 /08, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solana, Inc. for their "Satle' MG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 1117.01 issued to Surface Specialties, Inc. for their "Uvekol a Laminate Glass Component", dated 01/29 /04, expiring on 02/08/09. • F. STATEMENTS • 1. Statement letter of conformance, dated October 24, 2008, signed and sealed by •• • Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 24, 2008, signed and sealed b>i : • • Humayoun Farooq, P.E. •••• 3. Laboratory compliance letter for Test Report no. FTL -5457, issued by Fenestration Testing Laboratory, Inc, dated March 13, 2008, signed and sealed by Carlos S. •• • • Rionda, P.E. 4. Laboratory compliance letter for Test Report no. FfL -5459, issued by Fenestration • • ' Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael% *eon Wenzel, P E. • • • • • E -2 Manuel P - Product Control NOA No. Expiration Date: May 13, 2014 Approval Date: March 4, 2009 •••• • • • • • • • ••• • • • ••• • • • • • •• •• • • • ••• • G. OTHER • • 1. Notice of Acceptance No. 06-0329.02, issued to T.M. Window & Door Co. for tt*. • ' • •••• Series "805" Aluminum Horizontal Rolling Window w/ wo Reinforcement — L.M.L, • • approved on 07/13/06 and expiring on 05/13/09. "" WINDOW WIDTH 14 7/8' ©O 3 � t HEAD 5I1 t MASS TYPE 'C' = ==== _ - 7r -- t = = : === F = = - Tr -- n O n u „ n _ _ ='u' 1 __ __ =1r II rL i 4 • r ti L I I .L0 - 0 I I _ EXT.( +) 1NT.( -) 80.0 90.0 AV VR VA Sf14AD MAXIMUM DESIGN LOAD RATING — PSF OR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' LASS TYPE 'B' MASS TYPE 'C' GLASS TYPE 'D' EXT.(+) INT.(-) .( +) TNT.(-) EXT.( +) TNT.( -) EXT.( +) 1NT.( -) 80.0 90.0 .0 130.0 90.0 90.0 55.0 55.0 0 O a 3/18" ANN. GLASS AYER SAFLEX PIG BY SOLUTIA 7/18 OVERALL GLASS TYPE 'A' ANN. GLASS !CONE GE ROS7700 DOW CORNING 995 3/18' HEAT STREN'D GLASS 120" INTERLAYER UVEKOL -UQ RESIN BY 'SURFACE SPECIALTIES INC.' 1/2' OVERALL GLASS TYPE 'C' 3/18" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 SERIES 005 ALUMINUM HORIZONTAL ROLLING WOW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL. APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY DUPONT 7/16 OVERALL MASS TYPE 'L3' I 3/18 HEAT STREN'D GLASS SIUCONE GE RGS7700 DOW CORNING 995 3/18 ANN. 01.455 120 INTERLAYER UVEKOL -LW RESIN BY 'SURFACE SPECIALTIES INC.' 3/18 ANN. GLASS SIUCONE GE RGS7700 DOW CORNING 995 THIS PRODUCT HAS BE E G. D AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE � 2004/200111 0 EDITION WIii.UDING HICK VELOCITY HURRICANE ZONE ( . • W000 BUCKS BY OTHER • MUS? )E (ICI�OROD AL% TO TRANSFER LOADS TO THE STRUQdMR. • • • • • • • • • • • ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR L DI DTIiOttS I(0T SHOWN IN THESE DETAILS ARE NOT PART Oi TFYS APPROVAL. • • • • • • A LOAD DURATION gCR SE l y e USEL; N DESIGN $ • A CHO JTO O ILY. MATERIALS NTAC mute 0 LI R N OT •I.IIIRED TO TERIN S slim M •PioU CONTACT WITH OTHER OF 2004/2007 FLORIDA BUS. CODE SECTION 2003.8.4. • •• • • • • • • • • • • • • • •• • • • • • • • • •• • • ••• • • • •• • • • • • • • • • • • • • • • ADDL ANCHOR REGD. FOR INSTALLATIONS INTO WOOD STRUCTURES THRU 5000 BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 74" MAX. Etror: DR. FAR000 FAA PE / 18557 CAR. 36• GTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1 - 02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 8 MAX HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR URGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. P0C )UCT L21 I GO II ��l� /111L - 11%.• so lei 0 ! ?0UN 6'w 0 (sheet V 1ef 1 WINDOW WIDTH 3' 14 7/8 MAX GLASS TYPE 'A' \ I SAL 11 80.0 90.0 son 130.0 r O ii I. 11 '1. LL JI = =- rt -tr___ 11; 11 1 !r \ \ \ Ii ij II 0 J 1 ��- --u L_ rt „ =_ =LT . 4 /£ n \\ II n II \ \ \• 11 11 11 = u' - 11 II P I 90.0 130.0 II II 11 I II II __ ____ 4 �; i1 II ii II \ \ II II =7.1I1-- JL- -- II Ir - -- v n ,I u -- a -- --- ii .v/£ 9S ii 11 n \' u 11 u I u • u I u '1 k �r ii IT it d 6 JL JL_ 1 1 I I II II F1 1 1 II ! , I A ra I , : DESIG 4. 1 RATING - PSF FOR SIZES SHOWN ' ` OR SMALLER GLASS TYPE 'A' ilk=01111 CMISI /NT.( - ) EXT.( +)'' 80.0 90.0 son 130.0 FALSE MUNTINS (SURFACE APPUED) MAY BE USED \ WINDOW WIDTH 14 7/8 3' r* I 1 1 -.,. Q A 37 \ 1 1 1 1 I I I 1 1 SILL 1 1 1 1 I I L _ 190091 MOLINA EXT.( +) 1NT.(-) ' [1 -- 1 I I 1 L 90.0 130.0 �1 11 Ii ii .v/£ 9S ii 11 n \' u 11 u I u • u I u '1 k �r ii IT it d 6 JL JL_ 1 1 I I II II F1 1 1 II ! , I _ __ 24 __ 5/8 50' MAX. . 24 5/8 D.L OPG. 29 . 1/4� . D.L. OPG. �1 D.L. OPG. '° 29 ". ? / MIA nura MAX®IUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER MASS TYPE 'A' GLASS TYPE '8' 014SS TYPE 'C' EXT.( +) INT.( -) Exr.( +) 1NT.(-) EXT.( +) 1NT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 MIL ANCHOR MD. FOR INSTALLATIONS INTO WOOD STRUCTURES °re THRU WOOD BUCKS INTO O./MOWRY FALSE kfUNTINS (SURFACE APPUED) MAY I3E USED 32 7/e D.L OPG. 37 5/8' VENT WIDTH 1W TAX. 1i 33 1/2 O.L OPG. ( ( 32 7/8 D.L OPG. 37 5/8" VENT WIDTH • 8 MAX. HEAD/SILL CORNERS m •• ••• • • • • • • • • •• ••• •• TYPICAL ELEVATIONS ••• • • • • ••• • • • • • • • • • ••• • • • • • • • •• •• • • • ••• • • • •• ADDL. ANCHOR RE00. FOR INSTAL(ATIONS INTO WOOD STRUCTURES 08 THRU WOOD BUCKS INTO MASONRY • • • •• • • • • • •• • •• • ••• •• TE: • • • • • • • • LASS rCIRES•ON THIS SHEET ARE • • • • OASGD Oy All C1300-02/04 (3 SEC. GUSTS) • • • • • • AND FLORIDA UIWING COMMISSION • • DECLARATORY STATEMENT DCA05- DEC -219 • • • • • • •• • Iipr: OR. Hilli4rJUN FAR 1 STRUCTURES FUl PE Y 18517 CAN. 3838 NOV 0 2008 cnL 8' MAX. HEAD/'.SBA CORNERS 4 v ' z gg Rg 81 01510 1 1 W1 IBY WOOD BUCK • °Q ° a e TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS F OR SPACING ING #10 X 3 /13 PH SMS 2 PER CUP 4" LONG WIND LOAD CUP 4 4 . 12 LONG SRL CUP ADAPTER TYPICAL ANCHORS LSEE ELEV. FOR SPACING ••• • • • • •• • • . • • • • • • • • • • • •• • • • • • •• • .•• • • • • • • •• • • • •• •• • • ••• • • METAL _ TYPICAL ANCHORS SEE ELEV. FOR SPACING PICAL ANCHORS: SEE ELEV. FOR 1/4" DIA. ULTRACON BY 'ELCO' (PA.' , 'KSI Fym1S6 KSI) INTO 2BY WOOD BUCKS OR Waar 'UCTURES 0 WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY INTO CONC. OR — 5/8° MIN. EMBED INTO CONC. OR 1/4" TEKS 0 SELF DRIWNG SCREWS ( INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy =38KSI MINUM : 1/8 114 SINS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED M SHIM SPACE) /N7 — TS INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE fad 3000 PSI MIN. MASONRY fm - 1800 PSI MIN. MIAMI —DADE COUNTY APPROVED MIJWON & MULLION ANCHORS SEE SEPARATE NOA L TWICAL ANC SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. RY 2 CRS) THK. MIN. ( MIN.) TO BE PLATED OR PAINTED) ONS (MIN. THK. = .1001 : • §� ▪ • T1AIaNy ZS • • 0 Fl • • • A L E , D. VENT SEALANT. AND CONNECTIONS SEALED WITH if • • • • • • • Emir: i g Y FAg00G Pa cre"JCB' amsso WEEPHOLES; asc6� ft CM �f 189°T 1M' W1 = 1'1/4" X 1/4° WEEPHOLES WITH PLASTIC BAFFLE 3 S� ne a � • • • • AT 7/8" FROM EACH END AND AT MIDSPA N - lkl %, • • WB = 1.. X.1• PEEPHOLES • ▪ • • A1.4 -7/81 FMOM EACH END AND AT MIDSPAN / /� ! , � P • : 2 ° • LANG SEE' NOTCH AT EACH END NOV 0 M ?OM •9Y4 = 1 .I 1lC NOTCH AT 32" FROM EACH END 4. L sheet of 6 ) METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. - FOR SPACING T/4' SHIM MAX. XO LAYOUT ox OPPOSITE • • MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA •• ••• • • • •• XOX LAYOUT • • ••• • • • • • • • • • • • •• • • •• • • • • • WINDOW WIDTH ••• • •• • • • • ••• • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • NOR TYPICAL ANCHORS SEE ELEV. FOR SPACING WNDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING W D BUCKS NUV 0A 7(108 Emir: DR. HUMMIUN FARSOO STRUCTURES FU. PE # ?8557 C.N. 3838 OZ 0 1 F � o 3.G88 E 1.375 --a 1.000 a4PLLId- 9oaiiNV -drloo I'fEtt PART N Q11ANTTfY DESCRIPTION MATERIAL MiNF./SUPPLIER 2.437 I 1.e75 I dl I -.062 f.42S L TM -130 1 FRAME HEAD 8083 -76 -1.I 1.000 7230 .128"^ - .750 -� 7M -1339 1 FRAME SILL BASE 8083 -78 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MUUN4 FLORIDA 33174 1EL.. (308)264 -5100 FAX (306) 2626978 n�+ TM -134 1 FRAME SILL TOP 9083 -T8 - 7M-132 AS READ. FRAME JAMB - VENT 6063 -78 8 714 -131* AS REQO. FRAME JAMB - FIXED 5063-78 - 6 TM -138 2/ VENT TOP AND BOTTOM RAIL 6083 -T8 - 14 WIND LOAD CLIP WIND III I - t. 7 T M -139 1/ VENT JAMB STILE 8083 -78 - O TOP & BOTTOM RAIL I t � ° I r 8 7N -140 1/ VENT MEETING SIRE 8053 -78 - 1.030 L O FRAME BEAD 9 TM -137 1/ VENT FIXED STILE 8083-76 - 1.378 - 1.750 .054 1 L J I 1.000 10 TM -138 1 511.1. TRACK INSERT 6063 -78 - 11 TM -138 1 SILL CLIP ADAPTER. 12" LONG 8083 -T8 AT 1470. STILE LOCATION 12 711-118 1/ VENT VENT LATCH, 3-1/8' LONG 8083 -T9 AT MID SPAN 2.201 t0 - -1.480 .077 - .125-°I ____J - 13 TM -141A AS REDD. EXTRUDED GLAZING BEAD 5083 -76 - 14 7M -154 AS REDD. WIND LOAD CLIP, 4 LONG 8083 -T8 - 15 - 1/ STILE MEETB4G SOLE REINFORC94G 6083 -T8 - tow 16 MTG. STILE REINF. 16 - 2/ 578E FIXED STILE 80114FORL'84G 8053 -76 - 17 N31225 AS REOD. FIN SAL WBTR (.270' X .220' HIGH) WOOL - - .3� .313 ( : j 1 1.420 1 SILL TRACK 18 W43371 AS RED. FIN SEAL WSTRIPPO40 (.187' X .370' HIGH) W001. - 19 W43201 AS MOD. FIN SEAL W'STRIPPNG ( X .200' HIGH) %VOL - [SERIES 805 AUY HORIZONTIL ROLLING WDW. (LM.L)1 TM WINDOWS, LLC 1 601 N.W. 12TH AVE. POMPANO BEACH. FL 33069 1 TEL (954) 781-4430 FAX. (954) 781 -3595 j 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8' X 1/Y 2.312 O JAMB STILE LT" .107J .128 G 21 - 2/ VENT VENT ROLLER HOUSING & WIDE PLASTIC AT EACH END 22 - - VENT ROLLER/WNEEI• BRASS - 23 /12 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. Pi6LUPS WS CD 1.071 18 FIX. STILE REINF. 24 110 X 1° 2/ CORNEA VENT ASSEMBLY SCREWS - P.H. PHILLIPS SMS - 2.312 1 i 25 - t/ LATCH VENT IATCH SPRING ST. STEEL - .08'L 1.255 TYP. 28 W31175 AS RECD. RN SEAL WSIRIPPRIG (.187' X .175' HIGH) WOOL - 27 TM -151 1 S RISER ILL 6083 -79 - 1 1' 1.p -i " J 1.548 2.373 .435 .sal L X 582 • • .•. ' : SILL CUP .829 ADAPTER O .- -1,750 MEETING STILE .923 8 EXTRUDED GLAZING BEM 1.408 1.719 3.270 •-' 2.312 ' 049 1.298 1.235 f I 1.437 I---- 337 OB 1.750 FIXED STILE . 082 92 VENT LATCH O 1.941 FRAME SILL TOP .$ 3.042 - 1.784 - �z - TIP. L 3.2' 3.7. - .837 p- �a TYP. • • 3.042 RIP AS REDD., • ••• - ` • • -� • • • • • •• • . q3.089 • • • • ••• • • • 1 ••• • • .OWL- • • 1.788 • • + • • • • • • • Engel D4. HUMAYOLIN tAR000 BTRUC7URES FlA PE A 357 QAN. 3838 18 NOV (d 3j ?nib �' 4. r r .•?:� - Q A / ' 02 ,1 .. ,..V_. r i%'%r /�. . 1.858 .052 - 1 2.828 drawing no. W08-81 • • .1 • • 27 SILL • •• i•• RISER .875 O FRAME JAMB - - VENT • - .874 1 ° - O FRAME JAMB - FIXED I - - 3.088 O FRAME SILL BASE (sheet 5 of 6 ) ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• _(2) #12 x 1 1/4 PH. SMS. ASSEMBLY SCREWS FRAME TOP CORNER •• VENT TOP CORNER , 7 o (2 ASSEMBLY SCREWS SMS. • • ILi V• ••• • • •• 1 (2' 1D a 1 PH. SMS. • .. - • — AL4 Y SMEWS • • (2) S ASSEMBLY SCREWS FIXED MTG. RAIL TOP CORNER FIXED IATG RNL 901TQM, ORN R Env DR. HUMAY016 r:AR000 STRUC/LFSS FLA. PE #1_2537 C.A.N. 7538 NOV U ai Z90b • : r�iklVir z 1 a drawing no. W08 -81 tahee( 6 of 11 ••• • • • • • • • • • • • • • • •• •• ••• • • •• ••• • • • • • ••• • • • • • • • • • • • • • • • •• •• MIAMI-DADE COUNTY, FLORIDA C METRO -DADS FLAMER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (303) 373.2901 FAR (305) 372 -6339 BUDGING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) wwww•miamldsdega�lbofldlntwde T.M. Window & Door LLC 601 N.W. 12 Ave. Pompano Beach, FL 33609 ,COPE: 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 (m 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 AHI may immediately revoke, modify, or within their jurisdiction. BORA once this acceptance, if it is determined by s product or material fails to meet the requirements of is u'ved as described herein, and has been designed to the High Velocity Hurricane Zone. ON: Series "31S" Oatswing Atominnm Casement DOCUMENT: Drawing No. W06-30, titled "Series through 7 of 7, dated 04/14/06 with revision B sealed by Humayoun Farooq, P.E., • r of Acceptance number and • reserves the right Division that prod This prod Code, i n c APPROV ' (L.M -I•) ", Corpomtion, si Revision stamp with the Product Control Division. i -Dade County Product Control applicable building code. ply with the Florida Bullding • • • • ow —L.M.L • • • 5 Aluminum Casement Window 01/11/05, prepared by Al -Famog the Miami -Dade County Product Cone• • • nation date by the Miami-Dade County • • NOA No. 08•0506.11 Expiration Dates May 01, 2013 Approval Dates June 05, 2008 Page 1 • 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 as • • b • 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 lien • no change in the applicable building code negatively affecting the performance of this product TERMINATION of tbis NOA will occur after the expiration date or if there has been a revision or chgpge • • • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsemem8f • any product, for s ales, 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 ft shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06-0614.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •••• • • •••• • • • • • •• •• • •• • • •••• • • • • • • • • • •••• T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets I through 7 of 7, titled "Series 515 Outswing Aluminum Casement Window (L.M.1.) ", dated 04/14/06 with revision B dated 01/11/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 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 a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • along with marked -up drawings and installation diagram of a series 515 outswing • • • aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., TM : • • Report No. FM- 4891, dated 04/13/06, signed and sealed by Edmundo Largaespa la,• • • • P.E. • ( Submitted rattler NOASI 06-0614.03) • • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • along with marked -up drawings and installation diagram of a series 515 outswing • • • aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test, • • • Report No. FM- 4890, dated 04/13/06, signed and scaled by Edmund() Largaesplda, • • P.E. • ( Submitted uaderNOA# 06. 0614.03) • • • • 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 • • 2) Large Mssile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01-02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOM) 01-1129.03) E -1 Man Product Control E NOA No. i,: i- i': 1 Eapiratton Dar= May 01,2013 Approval Date: June 05,2008 • • • • •••• • • • • • • • • • • •• • •••• • • •••• • • • • • • • • • • • • • • • • • • • • • • •••• T.M. Window & Door LI,C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770, dated 3/30/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted underNOA# 01 1129.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al -Farooq Corporation, dated 01/26 /08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • • • • • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 03-0225.10 issued to Glasslam NGI Inc. for their "SOW' • • • Pins II - Laminated Glass" dated 08/07 /03, expiring on 08/07/08. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Sales I3IG • .. • Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. • • • 3. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/20c : • 4. Notice of Acceptance No. 03-0225.10 issued to Glasslam NGI Inc. for their "Salty- • • Plus 11 - Laminated Glass" dated 08/07/03, expiring on 08/07/08. • • • F. STATEMENTS • • 1. Statement letter of conformance, dated January 16, 2008, signed and sealed by • • • Humayoun Farooq, P.E. • • • • • 2. Statement letter of no financial interest, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Hurricane Test Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 06-0614.03, issued to T.M. Window and Door for their Series " 515" Aluminum Outswing Casement Window - LM Impact, 4„. . on 11/08/06 and expiring on 05/01/08. E -2 Manual Pe Product Control NOA No. P: 11 Expiration Data May 01, 2013 Approval Data June 05, 2008 • ••• • • •••• • • • • • • • • • • •• • • •••• • • • • • • • • • • • • • •• • • • • • THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SURFACE APPUED F H OPTIONAL SNUBBERS (2) FOR WON. NT. UPTO 4r (3) FOR WDW. HT. UPTO 72 SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE CASEMENT WINDOWS. ALSO COMBINATIONS OF CASMT / CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING WGN VELOOIY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHER, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SOW. BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHOR 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 N ALLOWABLE STRESS IS USED IN RESIGN OF ANCHORS INTO WOOD ONLY. MAMMALS INOJJDING BUT NOT LIUITED TO STE� SCREWS. THAT COME INTO WITH H OTHER DISEMALAR MATERIALS SHALL THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 3T HEAD ERS • • . • • • • • • • • • • • • HEAD SINGLE VFNT WOW, CONCEALED iO OE • ••• • • • • • •• • • • • • • • •• ••• • • •• • • • •• .•• • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• • ..• • • • •• • 72 1/4• 4 MAX. HEAD/MIL °ORBS OA. 0PEDDAS DLO HT. - WDW. HT - 7.8 DLO W. (SINGLE VENT) ® WOW. W - r DLO W. (OIML VENT) m WOW. W/2 - 8.128' • • • • • • • • DUAL VENT WDW. LOCHS AT SASH (2 FOR WOW. NT. UPTO 48' (33 FOR WOW. HT. UPTO 72 BUTT HINGES AT SASH (2) FOR WDW. NT. UPTO 48• (+3) FOR WOW HT. UPTO 72' LAMINATED GLASS LARGE MISSILE IMPACT z 1 drawing no. W06 -30 (street 1 of 7 1 ..• • • • • • • • • • • • • • • • • • • • 41 • • • • • • • • • • • • • • • .• • • • •. •• • • • • 000 • • t� V 1 � • DESIGN LOAD CAPACPfY - PSF FOB ( S ) SEES ..,«....N LOAD D (Y8 ) 81ZBS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). • • • • • • • • to • • WINDOW DIRS. GLASS TYPES '3' & 'c' GLASS TYPES 'B', 'D & `B' WINDOW DIMS. GLASS TYPES GLASS TYPES 'D', 'D & 'B' auto-zee (sora'xva OMB-NW O $99 0300 m VERSE V0111014 'ONVI19 3IW AB'M'S9EZF 1bL9WVdO13A3a =MOW >Q SN33M9N3 NOLLVIelOd:103 bOO21V21- 1V 9091 \1NV -0403 WIDTH HEIGHT EXr.( +) 1Nr.( -) EXT.(+) 1NT.( -) WIDTH HE ( -) orr.( +) 1Nt( -) 19 -1/8" 26 -1/2' 37' 3 62.0 62.0 80.0 80.0 28-1/2' 37' 93 -1/8' 74' 28• (2) MO 62.0 82.0 80.0 80.0 O 2 '4 82.0 82.0 80.0 80.0 19 -1/8' 28 -1/2' 37' �(3) 8 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 28-1/2" 820 82.0 82.0 80.0 80.0 D 19 -1/8' 28-1 ' NII1 Pride 62.0 62.0 80.0 60.0 1 D 0 82.0 820 80.0 80.0 D az 0 T 8 - (4) D 37' 0 80.0 80.0 D 0 80.0 80.0 62.0 82.0 9 S O 8 CEO 0 80.0 80.0 D 74 ( 0 ` O 90.0 28-1/2 37' 83 -1/8' 74• 0 80.0 30.0 t Uttl.. ) 9061611 BOOM won GLS S340S ) ) TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH. FL. 33069 TEL (984) 781 -4430 FAX. (954) 781 -9078 74-1/0 0 80.0 30.0 a 0 a m le 24' (2) 0 820 26 -1/2' 37' 83 -1/8' 74' 72° (6) 620 0 a 824 a 8 82.0 824 48.5 624 32.7 62.0 k i 24' (2) 0 a 0 0 620 l0 a 2 I N R A Re (4) 0 o 620 620 O O N *g 0 62.0 82.0 62.0 0 82.0 620 mm m N R Vf } 1 4 8 82.0 82.0 } taw SIMI& macaw a srm sum CO= ted A?z (4) 1 63' (5) 82.0 ) 0 a 82.0 O 62.0 3 820 82.0 620 1 4 It, R91 (e) 50.• N /l V g ) Foc O a a m 8 III ' ", WI 1' le 96 t VOl 37' 72' (6) 620 820 �.0 ( ) = NO. OF ANCHORS 1 83° (5) 62.0 82.0 80.0 80.0 62.0 620 1 •BAA • *Ito • Bonn 62.0 62.0 6 • 75.2 762 11 90 aln4 { .t - .8/1 aims I � - fv +a 60.2 60.2 • 8p.2 6 ,2 • 50.1 50.1 6 080.1 •.60.1 R • • • • • • • • • . • • • • ' . • . Evan O•. HBYAooiMI FA#OOO Sr610AAPE9 NCB t�87 / 8 PRODUCT REVISED 99 complying *IR ERMA& BaldiegCode Upham •7 T.7 / 0G . a O 62.0 82.0 80.0 800 6 2.0 62.0 07.2 67.2 80.4 80.E �� • 80.4••• 40.3 1.3 ; MA 40.3 • • • • (sheet 2 of 7 ) ..• • • • • • • • • • • • • • • • • • • • 41 • • • • • • • • • • • • • • • .• • • • •. •• • • • • 000 • • SIUCONE DOW CORNING 995 IMAM TREMGLAZE S00 3/18' ANN. GLASS 080' INTERIAYER SAFETY PLUS POLYESTER GLASS TYPE' .010' PET F11.14 070' INIERLAYER 'SAF -GUS' POLYGARBONATE 080' 91TERIAYER SAFETY PLUS POLYESTER 3/18' ANN. GLASS D OUCONE CORNING 995 1REMC0 TREMGSAZE 800 DOW CORN NG 995 TREAIO0 TREMGLAZE 500 3/18 ANN. GLASS .016' URETHANE ADHESIVE GLASS TYPE 'H' .018 URETHANE ADHESIVE 3/18' ANN. GLASS SIUCONE DOW CORNING 995 TREMO TREMOIA'LE 500 •• • •• • • • • • •• • • • • • • • • • •• ••• •• • • • • • . .• • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • .• •• • • • •• •• ••• • • • • • .. • • GTASS TYPE C' • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • Fiyr: OR. STRUCTURES M%000 RA. PE 9557 C.A.N. 3559 /N 262008 o nth drawing no. W06 -30 (sheet 3of 7 ) BUTT HINGE OPTION TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE O O 0 0 O f '�111�I fDi i n% 0 wo r _ wints I 0 �� G • CdAt •HIAiGEg • •• • • • • •• • .• • ° n • "• •. • • IS E lYP B . FOR ACI a • • • • • • • • • •• • •• s •' • • • • • • • • • •• • • • • • • • • • • MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1 4 CMS OR CFI F ! na . SCREWS WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS IMPOSED BY GLAZING SYSTEM D TRANSFER THEM THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE 1/4 ° TAPCONS INTO 29Y WOOD BUCKS OR WOOD STRUCTU 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. 0 N. • • ACING NRY OR MASONRY DIRECTLY INTO CONC. OR MASONRY I -1/4° MIN. EMBED INTO CONC. OR MASONRY ill—SMSAELHILIMANIMBIOU INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. m .1251 (NO SHIM SPACE) TYPICAL ED[3E D{STANZ INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SFAUNDIL ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Ear DFF'RRy�. !MAA!MAMA FF A / STRUCTURES N. 1 e ATOCO CA JAN 2 5 2008 u � + 041 r s Q • drawing no. W06-30 (sheet •of 7 • •• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • r 1 0 2 vE .L.0PC.+ EXTERIOR WINDOW WIDTH ., to � , D . 0�• EXTERIOR 7 VENT WIDTH MOON IT • • • • • • • • • • •• • •• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • •• • • 1.373 2.241 1.685 - 2.728 .062 1.655 FRAME 1.889 VENT .503 L_ GLAZING TUBE 3.000 2.809 2.121 CORNER KEYS 1 2 3 4 4A 6 7 8 9 10 11 12 13 14 15 16 17 18 19 PART # 5W37528 01127528 OW37524 TM145 #10 X 1 - 1/4 • 51827713 2230 6937521 5937522 23 -65-32 24 -11 -32 21089 30238 300 SHIES 59001 /59002 QU ANTITY 4 4 AS RE00. AS REDD. 2/ CORNER AS RECD. As RECD. A5 READ. AS RECD. AS RECD. 2/ VENT 3/ VENT DESCRIPTION FRAME VENT IMPOST GLAZING BEAD GLAZING TUBE FRAME/VENT ASSEMBLY SCREWS CORNER KEY CORNER KEY (3 x 1 X .082• CHEVRON) CORNER KEY (3 x 11/16 x .Oe2• CHEVRON) CORNER KEY (3 X 1 -3/8 x .041 CHEVRON) FRAME & VENT 1YTRIPPIIG BUTT HINGE INTERIOR (FASTENED W/ (3) #10 x 3/8" PH SMS) BUTT HINGE EXTERIOR (FASTENED 9/ (2) #10 X 3/8 PH SIAS) R0T0 OPERATOR (FASTENED 9/ (4) /10 X 3/8• PH SMS) LEVER TYPE CAM LOCK (FASTENED 9/ (2) #10 x 3/8• PH SMS) STRIKE KEEPER (FASTENED 9/ (4) (I8 x 1 /2' 1H SMS) KEEPER (FASTENED W/ (2) /10 x 3 /B• PH 5615) 3 BAR CONCEALED HINGE (FASTENED W/ (2) #10 X 3/r P14 SMS) 4• LONG SNUBBER (FASTENED WITH (2) #8 X I/2• HEN H SD SCREWS) 6083 -T5 6083 -78 6063 -16 6083-16 8053 -76 ST. STEEL AWMINUM AWMINUM ALUMINUM AIUMINIW FINSEAL ALUMINUM ALUMINUM ST. STET]. ZIP NAND. /SUPPI4EE/REMARKS PH SMS TRUTH TRUTH AT SASH TOP & BOTTOM AT HINGE RNL .... • .. 9 •• • • • • ... • • • • ..... • • .. • • ...... • .. .. .. • • •9• • • IC c ▪ P F 1 i g g O M I ti drawing no. W06 -30 (sheet Sof 7 ••• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • .• • • • •••• • • • ••• • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • •• •• MME-WIMIES f ; z l i it 4 1 u 1 1 1 drawing no. W06 -30 (sheet 7ot 7 ) MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE OICCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach, Florida, 33609 SCOPE: This 140A 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 acct 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 (AIH). This NOA shall not be valid after the expiration date stated below. The 1Vlami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assoraoce purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIH may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA lnserves the right to revoke this acceptance, if it is Control Division that this product or material fails to meet This , us „•„ the Florida Building Celle, • • of the applicable building code. described herein, and has been designed to compel Velocity Hurricane Zane. N: Series "605" Single Hung Aluminum Window (reit& .ne ••■■ •a the 1 5, • • • •• • APPRO DOCUMENT: Drawing No. W06r34., titled "series 605 Single Hung WDW 41.14)' • • • sheets 1 n, , a 7 o f 7 , prepared b y manufacturer, dated 0 4 - 2 4 - 0 6 and . r e v i s e d o n N o v . 22, 2 0 0 6 , s i g n er !i S • • sealed by Dr. Farooq, P.B., boning the Murmi Dade . . Control Renewal stamp with ihis • • Notice of Acceptance n n■,:.• and expiration date by the „ • : County Product Control Division. • •••• MISSILE IMPACT RATING: s r r : :+ , m s i Impmet 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 alter a renewal application has been filed and there has been r • • • • • • change in the applicable banding code negatively affecting the performance of this product • • TERMINATION of this NOA will occur after this expiration date or if there has been a revision or change, 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 otherparposes shah automatically terminate this NOA. Fame to compl1 • • with any section of this NOA shall be cause for tetion 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 endtety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dism'batots and shall be available for inspection at the job site at the request of the Stribling Official. This NOA renews NOA # 06.0614.04 (01-0703.01) consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Isbaq L Chanda, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUPTE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 07-0402.04 Expiration Date: duly OS, 2012 Approval Date: August 02, 2007 Page 1 •••• • • •••• • • • • • •• •• • •••• • •• •• • • • • • • •••• • • •• •• T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06. 0614.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06.34., titled "series 605 Aluminum Single Hung WDW.(LMO ", sheets 1 through 7 of 7, prepared by manufacturer, dated 04-24-06 and last revised on Nov. 22, 2006, signed and sealed by Dr. Humayoun Famoq, P.E. B. TESTS (Transferred from file # 06.0614.04) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. F1L -3975 dated 10- 22-03, FTL- 3755 dated 03 -24-03 and FTL-4514 dated 01 -25-05, all signed and sealed by Edmundo a A off" P.E. 2. Additional test reports with installation diagram of an aluminum Single Hung window, prepared by Certified Testing Laboratories, Test Report No. CTLA -416W dated 04.11- 02, signed and sealed by Ramesh Patel, P.E. (This report has been revised per addendum •••• letter January 22, 2002, issued by Certified Testing Laboratories, signed and sealed by • • Ramesh Patel, P.E.) • •••• •• • • C. CALCULATIONS (Transferred from file # 06.0614.04) • • • • • ••• • 1. Anchor Verification Calculations & comparative analysis complying w! FBC 2004, • • • • • • prepared by AL- Famoq Corporation, dated 06 -06-06 and revised on 11 -22-06, signer* • • • • and sealed by Dr. Humayoun Farooq,P.E •••• •••• • 2. Glazing Complies with ASTM E1300 -98 & -02 • • • • •••• •••• D. QUALITY ASSURANCE • • • • I. Miami Dade Building Code Compliance Office (BCCO). • • •• •• • E. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 03-0827.08 issued to Sohttia for "Saflex IIIG interlayr, • • • • • expiring on 05/21/2011. • • • • 2. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding, P • • • • • • for "SAF- GLAS ", expiring on 12/16/2007. • • • •••• • • 3. Notice of Acceptance No. 03- 1117.05, issued to Surface Specialties Inc. for "Uvekol ", • • expiring on 02/08/2009. •••• F. STATEMENTS (Transferred from file # 06-0614.04) 1. Statement letters of Compliance and "no financial interest ", dated 05/09/06 and 05/31/06 respectively, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA renews NOA #06-0614.04 (01. 0703.01), expired on July05, 2007. E -1 l. I.(aeda,P.R. Product Control Esandurer NOA No 07.040104 Expiration Date: July as, 2012 Approval Dater August 02, 2007 D.L OPG. O I W. (FIXED) 1 21' MAX. r ��� ---^^^���I v, 1 f 1 i � 10� L 1 I � = -- -= ter 0 � -- -= - rr j - - -- MI 47 3/4" , I THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRFcSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (MMZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEOMONT TO BASE MENIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAIEWAIS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNI1NS (SURFACE BE USED 53 1/8' WINDOW WIDTH 48 1/4" •• • •• • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • •• • • ••• • • • • ••• ••• • • • • • • • • • •• • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • •• • • • • • • • Dkklm 5 1/2' MAX. By i t a l t •L�444 HEAD /SILL '��edaclC�tmt mono. 7 D.L.O. WIDTH (FIXED) = WINDOW WIDTH - 4.875" D.LO. WIDTH (VENT) = WINDOW WIDTH - 5.375' D.LO. HEIGHT = WINDOW HEIGHT /2 - 4.5 53 1/8' WINDOW WIDTH 48 1/4" 0.4 OPG. W. (FIXED) 21' MAX. HEAD /SILL 50 1/8' VENT WIDTH 47 3/4' D.L OPG. (VENT) E°gr: DR. HIA/A!OUN FAR000 sTRUCTURES FLA 7 c aN. 3388.18 TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES DESIGN CAPACITY TO *61.0 PSF MAX.) LAMINATED GLASS LARGE MISSILE IMPACT v z F J A drawing no. W06 -34 (sheet 1 of 7 ) ' DESIGN LOAD CAPACITY - P8F WINDOW DIMS. GLASS TYPE '8' GLASS TYPE 'C' GL188 TYPES 'D' & 'E' GLASS TYPE 'F' WIDTH HEIGHT EXL( +) INT.(-) DR.( +) INT.( -) EXT.( +) INT.( -) E11.( +) 1NL(-) 19 -1/8' 26- Y " 53 -1/8" 26 3) 80.0 99.3 70.0 70.0 81.0 61.0 80.0 99.3 80.0 99.3 70.0 70.0 61.0 61.0 80.0 99.3 t�X 99.3 70.0 70.0 81.0 61.0 80.0 115.0 80.0 89d 70.0 70.0 81.0 61.0 80.0 115.0 " 19-1 - 37' 53 -1/8' / 80 •0J 9831; 70.0 70.0 81.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 113.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 993 70.0 70.0 81.0 61.0 80.0 115.0 19 -1/8' 26 -1/2' 37 53 -1/8' 30 -5/8' (4) 80.0 99.3 70.0 70.0 81.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 60.0 115.0 79.6 78.8 70.0 70.0 61.0 61.0 80.0 115.0 19 -1 /6' 28 -1/2' 37' 53 58 -8/8' ( 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 81.0 80.0 115.0 80.0 97.7 70.0 70.0 81.0 81.0 80.0 115.0 - - 68.4 68.4 61.0 81.0 80.0 115.0 19 -1/8' 28 -1/2' 37' 53 -1/8' 63' (5) 80.0 99.3 70.0 700 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 85.9 70.0 70.0 81.0 81.0 80.0 115.0 - - 57,1 57.1 61.0 61.0 80.0 115.0 19 -1/8' 28 -1/2' 37' 53 -1/8' 72" (6) 80.0 99.3 70.0 70.0 81.0 61.0 80.0 118.0 80.0 99.3 70.0 70.0 814 81.0 80.0 115.0 72.7 72.7 70.0 70.0 81.0 61.0 80.0 115.0 - - - - 81.0 61.0 - - 19 -1 /6' 28 -1/2' 37' 53 -1/8' 76 -3/4' (6) 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 993 70,0 70.0 61.0 81.0 80.0 115.0 67.2 67.2 67.2 672 81.0 61.0 80.0 115.0 - - - - 61.0 81.0 - - 48' (4) 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 81.0 80.0 115.0 60A 99.3 70.0 704 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 90.6 70.0 70.0 81.0 61.0 80.0 115.0 = 5101 ZOT S 60' (5) 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 89.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 94.2 70.0 70.0 81.0 81.0 80.0 118.0 78.4 78.4 70.0 70.0 61.0 81.0 80.0 115.0 67.5 87.5 67.5 67.5 61.0 81.0 80.0 115.0 - - - 59.4 59.4 81.0 81.0 80.0 115.0 N gi M/ f ♦ s 80.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 993 80.0 94.4 70.0 70.0 61.0 81.0 80.0 115.0 70.0 75.4 75.4 70.0 70.0 61.0 61.0 80.0 115.0 72° (8) - - 63.0 63.0 814 81.0 80.0 118.0 61.0 - - - - 61.0 61.0 - - 81.0 - - - - 61.0 61.0 - - 81.0 61.0 60,0 99.3 70.0 70,0 61.0 61.0 80.0 119.0 61.0 78.8 78.8 70.0 70.0 81.0 61.0 60.0 115.0 - - - - - 81.0 81.0 - - - - - - - 81.0 81.0 - - - - - - - 61.0 81.0 - - DESIGN LOAD CAPACITY - PIF WINDOW DINS. GLASS TYPE 'S'GI.SS TYPE 'C' GLASS TYPO 'D' & '0' GLASS TYPE 'F' WIDTH HEIGHT E%7.( +) 1•74-1 1N7.( -) EM.( +) 1NT.(-) EXIT.( +) 1N7.( -) 19 -1 /8' 26 -1/2' 37' 53 -1/8' 26' (3) 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 60.0 115.0 19 -1/8' 28 -1/2' 3Y 53 -1/8" 38 -3/8' (3) 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 90.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 60.0 115.0 19 -1/8' 26 -1/2' 3Y 53 -1/8' 90 - 5/8' (4) 80.0 99.3 70.0 70.0 61.0 61.0 60.0 115.0 60.0 993 70.0 70.0 81.0 61.0 60.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 19 -1/8' 28 -1 /2' 37' 53 -1/8' 88 -5/8' (5) 80.0 993 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 - - 70.0 70.0 61.0 61.0 80.0 1154 19 -1/8' 28 -1/2' 37' 53 -1/8' 63' (5) 80.0 99.3 70.0 70.0 61.0 81.0 80.0 118.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115,0 - - 70.0 70.0 81,0 81.0 80.0 115.0 19 - 1/8' 26-1/2' 37' 53 -1/8' 72* (8) 80.0 993 70.0 70.0 81.0 61.0 80.0 115.0 80.0 993 70.0 70.0 81.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 60.0 115.0 - - - - 61.0 81.0 - 19 1/8' 28 -1/2' 37' 53-1/8' 76-3/4. ' (6) 80.0 993 70.0 70.0 81.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 - - - - 61.0 61.0 - - 48' (4) 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 131.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 BOA 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 = 5101 ZOT S 88. (5) 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 993 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 60.0 115.0 80.0 993 70.0 70.0 61.0 61.0 80.0 118.0 - - 70.0 70.0 81.0 81.0 80.0 115.0 •••• 72' • (6) • • 9 •• • • 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 993 70.0 70.0 81.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 -• 1 • 70.1. 70.0 61.0 81.0 80.0 115.0 •- • r • t - 61.0 61.0 - - • • ' - -• • • • • O. - 61.0 81.0 - - 24' • 30! • 36' 42" •1118 • • *0.06. • 683 • 70.8 70.0 81.0 61.0 80.0 115.0 • • 84 6.3 ISA 70.0 81.0 61.0 60.0 115.0 - - - - 61.0 81.0 - - (7) - - - - 81.0 81.0 - - ••• • - • - • - 81.0 81.0 - - NO. IN PARENTHESIS INDICATE 90. OF ANCHORS PER JAMB GLASS CAPACITIES ON THIS CHART ARE EASED ON ASTM E1300 -98 (60 SEC. WINO) • • • • •• • • • • • • • • • • • (? NO. * 'REN1ifF9{ 8.010655E r0. OF ANCHORS PER JAMB • • • GODS EAP4CITIE56.ON $NHSeCHART ARE BASED ON • • • •ASYM 911300-01D ((3 SEE. OUSTS) WITH REDUCTIONS • • FOR }LE)OBLE SOMORTS•T0 COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • •• • • Emir: 99. NYIMAYOUN / FAR009 STRUCTURES S CAN. 395 14011 10 PRDDUC( REWR14Rfl 1181599 Code ' Assepenun d 72 MM 8 r em PRODUCT WOOED wid Go MOM& IlendWonsft OWN m 1 8 Q HO- to S C 1 i • drawing no. W06 -34 sheet 2 o A 1/8 ANN. GLASS .ot3 URETHANE ADHESIVE A70' INTERLAYER • SAF —GtAS POLYCARHONATE BY 'SECURITY IMPACT GLASS' .013 URETHANE ADHESIVE 1/8 ANN. GLASS SILICONE LOW CORNING 995 1/8 ANN. GLASS 3/18 ANN. GLASS .120° INTIMATER UVEKOL -1.10 RESIN GLASS TYPE 'C' S11ICONE DOW CORNING 995 .120 INTERLAYER UVEKCL -LM RESIN 1 /8 ANN. MASS 3 /113 ANN. GLASS SILICONE DOW CORNING 993 3/18' ANN. GLASS 3/18' HEAT STREN'D GLASS .OSO INTERLAYER 120 INTERIAVER SAFLEX 510 BY SOLUTIA UVEKOL —UQ RESIN 3/18' ANN. GLASS 3/16 HEAT SIREN'D GLASS F SILICONE r SILICONE DOW CORNING 995 DOW CORNING 886 •-�� �� • • • • � � � �tl1�11� • ▪ w11.L.� • • • ••• Al • I, • • • • • • • � • • • • • • • • • • • • • • • • • & ASS TYPE ' GI i • 'S•fYPI.E• • • • • • • • • ••• • ZING OPTIONS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Vtgrt IRRUUCT mono RA. PE 4357 kinV E alb MOULT RENEWED • stogivbma with the Florida Wen Code Aar No eq DMZ -0St E anon Dm trw 2012.. Didion D !N wMi IRA Maids IbOalme Daft tighiarit TYPICAL ANCHORS SEE ELEV. FOR SPACING .61 0 WI 4 .4 e 18Y WOOD BUCK OP TO LATCH ILLUSTRATIVE DTLS. ONLY EM. OR TNT. FINISHES NOT BY TM - NDOW . 4 TYPK/AL ANCHORS SEE ELEV. FOR SPACING it as i 0 TYPICAL ANCH6IS SEE ELEV. FDR SPACING OPTIOAIAL TO SPRING LATCH g TYPICAL ANCHORS SEE ELEVS. FOR SPACING is METAL STRUCTURE raosucreavoise I . m . . j • • • . • • . • • I • • ' • • I �• li • • • • • e 1 e��� • • • • ..' • A V LNG •• •• • . FRAME � 1TI3 47N OP PISlt • . (LIMIT DESIGN CAPACITY TO *8t.0 PSF MAX.) MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1 SEE ELEV. FOR SPACING BUCKS .... MUST S LOADS IMPOSED AND SFER THEM TO THE BUI TYPICAL ANCHORS SEE ELEV. FOR SPACING E NOT BY TM WINDOWS GLAZING SYSTEM ING STRUCTURE. TYPICAL ANCHORS: SEE FOR SPACING 1/4" TAPCONS BY 'ELCO' INTO 2BY WOOD BUC1. •' WOOD STRUCTURES 1 -3/8" MIN. '• ' TION INTO WOOD "U 1BY BUCKS INTO CONC. OR MASONRY � pbhi mewHt 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY RAM* Code Acceptanc N O .oV DIRECTLY INTO CONC. OR MASONRY i lion Date MIN. EMBED INTO CONC. OR MASONRY Sated gy #14 WS OR SELF DRIWNG SCRFW S Mahlon INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED Artlsstawo`I moon cleer sataseinaff e � NTO DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090' u 4 . (NO SHIM SPACE) Mar TYPICAL. EDG DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. DR. HUMAYOUN FAROOG ST FL A. 11067 t�6V `� 6� 2006 u'f z pi 4 li' 8 -� 8 W Gi :i 8 1 LL ••. • • • • • • • • • •• • •.• • • • . • • • ..• • • • • • • • • •.• • • • • • • •• • 1 - drawing no. W06 -34 (sheet 4 of 7 ITEM PART 0 QTY. DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 OW -38783 1 FRAME HEAD 8083 -76 - 2 GW -37738 1 FRAME SILL (4' HIGH) 8083 -76 - 2A BA -3808 1 FRAME SILL (3' HIGH) 8083 -78 - 3 GW -31445 2 FRAME JAMB 8063 - TB - 4 GW -36708 1 MEETING RAIL 8083 -76 - 5 0W -36685 1 VENT TOP RAIL 6063 -76 - 8 0W -37730 1 VENT BOTTOM RAIL (4' SILL) 6063 -T6 - 8A 0W -37569 1 VENT BOTOJ RAIL (3' 581) 6083 -76 - 7 OW -31134 2 VENT JAMB STILE 8083 -18 - 8 GR -31470 2 VENT STOP 6063 -75 - 9 19-56 4/VENT GLAZING BEAD ANGLE 6083 -15 - 9A TM -123 4/VENT ENO BEAD 6083 -75 - 10 #8 X 1/2' 12/VENT GLAZING ANGLE SCREWS STEEEI.. PH SMS 11 4037 (1) 5142P FIN SEA. WEATHERSTRIP - MTG.RAIL/FRAME SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP F84 SEAL WEATHERSTRIP - VENT JAMB STOLES 14 - 2 1 1 /2'x7 /8'x3/4' F1NSEAI. PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK CAST VENT TOP 15A 11.1-118A 2/VENT SPRING LOADED EGRESS LOCK 6083 -16 VENT BOTTOM RAIL I 16 - 4/VENT VENT GUIDE NYLON VENT INT. COMERS 17 - 2/VENT 041080IL SPIRAL BAIANCEB - AT FRAME JAMBS 18 WVR -9302 2/VENT BALANCE COVER VNYL FRAME HEAO/JAMBS 19 N69 2/VENT CALDWELL BALANCE CUP - VENT 8077. CORN 20 - 2 012 x 3/4' P.H. SMS 5T®. (8) AT EACH SAUNCE 21 - 8 #12 x 1' P.H. SMS STEEL FRAME CORNERS 22 - 8 #10 x 1' P.H. SW STEEL VENT CORNERS 23 - 4 #8 x 3/4' F.H. SMS. STEEL (2) AT EACH LATCH 24 - 4 #6 x 3/B• F.H. WS. STEEL AT EA. PLASTIC GRADE 26 - 1 10 3/18x3 /4x1 /8' CFNNNEL STEEL AT VENT TOP 26 - 2 1x1/4 THKx4' LONG BAR ALUM. (1)AT EA MTG. RAIL END 27 - 1 1 /2x1x1 /2x1/8' CHANNEL STEEL. AT MEETING RAIL 28 1M -181 2 FIN TRIM FOR JAMBS 8083 -76 - 29 51-163 1 FIN TR81 FOR HEAD 6063 -76 - 30 TM -164 1 RN TRIM FOR SILL 6683 -T8 - METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAK FRAME w1TII FIN OPTION we SHIM MAX. MIAMI -DACE COUNTY �� • • 41 R,OR WIN WIDT ••. • • • • • • • • • • • • • •• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 48Y DR 28Y WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • .•. • WINDOW WIDTH • • •• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • PRODUCT RENEWED mcomptylIIIITN* We Morten Baldest Code Ateeptawat .a E4phxdonDAN . rbre� 741.. Cutlet Ertgn DR HUMAYOUR F112000 STRUCTURES � X 29 loR 8UC7'R 16wilis doe Redd, Cede da;/ 1 /e Safheass Des Oldies H a 8 ; niq (sheet 5 o 7 • •• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • • ••• • • • • • •• • • • • • • •• • r- 1.4251 .9381 (4 �/` 1042 2 ' ,082 -d a - 3.719 1.500 1- 1560 . 082 .847 I� I ___�. .082 1.500 .082 m O £ i I i 81 i ItIgi i! qq �'{ :l E 40MVU4V -aw00 5 . 1.092 3.188 --d 3.089 8 VENT STOP 1.0301. .125 -% [ - ( OO FRAME NEAO , 5� � I 2.375 1 - 7 ^� - .00 1.000 U NAIL FIN (HEAD FRAME JAMB 1.9 88 3 •51092 .500 r -T 530 .822F I� Soo O -250 3.340 IN 2188 .082 2.190 III trout t A - y MTG. RAIL REINFORCING .045 .405 1.375 - 4Q FIXED MEETING RAIL Q GLAZING BEADS 1.000 1.187 5� ! _ F 1.375 1.iN REINFORCING 3.1 .082 2.250 TOP RAIL 1.374 082 1.750 !I E .899 - 1.324 �L 2.500 J� Ma L 1.389 1.000 1.214 ® VENT TOP RAIL I LOCK NAtL FIN (SILL) 2.202 .9971 2.212 4.312 9 94 • • • .. . • •• • • l 3245 3.927 I-� .897 147 1439 • - •T •• ••••-• • •.:••• • • 2.938 3.369 • • • • • • • • • . 082 • •• • • • • • • • • j • • • • • • Eng?: DR. FAR000 STRUCTURES FIA. PE / 18887 -- qOV 1 1 2006 1 i . 1 I • It if 1.375 - VENT BOTTOM RAMS . 1.375 ® • • •• • • drawing no. W06 -34 0.,,1 • p FRAME • • • • 4 41 SILLS Q (sheet Bot 7 ) • •• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • • ••• • • • • • •• • • • • • • •• • FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER .. .. • ; • � • • •• ••• •• • • • •• VENT BOTTOM CORNER • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • ••• • • • ••• • • PRODUCT RENEWED a0 00mplybs wi tl the Flerkts Buten a teMe 0 E.ptmko Date , /yet 9 2412 ay 1544 e MmlD•do� ` PRODUCT as i10 giwgb i.aw. adftCein gigirstbs WMI• L �/O�t r Oldster g 3 u 1 1 i drawing no. W06 -34 (sheet 70f 7 ) M COUN IAMI TY •DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 N. W. 75 Ave. Miami, FL 33122 SCOPE: MIA MI.ADE COUNTY APPROVED I it - s described an• used to com ci urricane Zone. 100" Aluminum Tube Mullion — L.M.L Drawing No. M04-05, titled "Aluminum led MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/bupdinacode 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 r uirement of the applicable building code This product is approved as de Code, including the High Velo DESCRIPTION: Series APPROVAL DO ullien9'S,eets 1 through 7 • of 7, dated 05/02/04 with revisi .. y Al -Faroo Co been q �� • si gnefPratl• • • sealed by Humayoun Far ooq, P.E., bearing the Miami -Dade County Product Control RbBfsion stanift With the Notice of Acceptance number and expiration date by the Miami -Dade County Pr5Fit:Controi Dis4sion. with the Florida liuilditlg • •••• • • • •• • • • • • • •• • •• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name dr 10 o• city, O, Ind following statement: "Miami -Dade County Product Control Approved ", unless otherwis rifted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and therein no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1130.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 0128.14 Expiration Date: August 19, 2014 Approval Date: April 08, 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 M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -4024, dated January 14, 2004, signed and sealed by Edmundo Largaespada, P.E. (Submitted wader previous NOA #04- 0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 3) Large Missile Impact Test per FBC, TAS 2Q1 -94. • • • • 4) Forced Entry Test, per FBC 2411.3.2.1 (b) aria TAS 202 94 along with installation diagram of aluminum fixed and casemeutwtQdows mulled together, prepared by Hturicane Engineering & Testing Inc., Teti wort Ngr... • H -03 -1346, dated September 16, 2003, signed and sealed brRafael E. DYbt'Seda, F.E. (Submitted under previous NOA #04- 0608.05) • • ' •. • • C. CALCULATIONS . .. • 1. Anchor verification calculations and structural analysis, complying with FBU'L D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -1 • • prepared by Al- Farooq Corporation, dated 09/24/08, signed and stilled by I�tiffiM.f oun • Faro P.E. • • • • Manuel Per Product Control E NOA No. 09 + 4 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 • •. • . • • • • • • • • • R C. Aluminum. Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06-1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I.", approved on 04/05/07 and expiring on 08/19/09. E -2 ... • • • •••• • • • .. • • • • . .... • • • • • .... . .. . • • .... . .. . • • • • . . • • • • .. • • • • •. • ▪ . . • • .. • .. • • • • Manuel Product Control NOA No. 09-0 -:.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 MUWON 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 MUWON PROPERTIES ONLY .MQI THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VB.00TY HURRICANE ZONE (HIM. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE 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 DEFNLS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PMT OF THE APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS 5 USED IN DESIGN OF ANCHORS INTO WOOD 0?tY. MEWLS INCLUDING CONTACT WITH 0715R DISSIMILAR MATERIALS SHALL SCOWS, THAT COME INTO OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. MEET THE REQUIRF11ONT3 INSTRUCTIONS; USE (KARTS AND GRAPHS AS FOLLOWS. STFP 1 FOR OPENING DESIGN LOAD REWIRED PER ASCE 7 PARTICARAR STEP 2 05 APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS .EDZEA ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE -511:EA SIEP 4 • • • •. • • • .• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••S • .•. • • • • • • ...• • • • • • •• • • • • .• • • • Alo 4 • • • • ••• • • • • • • •• • • •• • • •• • I^- 2A00 ---�I TYPICAL WINDOW M ME TUBULAR SHAPES ALLOY = 6083 —T13 S 0i1_ I. P HORIZONTAL OR VERTICAL SEE WINDOW . OR DOOR APPROVAL FOR FASTENERS SIZES AND SP Eng OR YWN FAFNOO sTRUCTURES CAp. t5131557 SEP 2 b 2048 TYPICAL GLAZING PRODUCT PRODUCT REti..,. as wmTdying with Dm t Fugal asSasscodc Ancepounallo Lmpkmm.D•a I (p • • h k 1 drawing no. M04 -05 (Sheet 1 or 7 1 X 3 STD. MUWON 6063-18 F 2A00 —�1 1 -3/4' MIN. FOR 3' TUBES 2 -3/4' MIN. ALL OTHERS ANGLE CLIP 6063-16 4.000 (C X 4 STD. MULLION 6083 -T6 325 4.000 NOTCH 2 X 4 STD. MULLION 6083 - T6 MULLION CLIP 6063 -T6 • • ..• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • . ..•• • •• - 1.500 • - • • • • • • • • • • • • • • • • .40j • • — -•• •• 4r •• • 4 • • • • • • I 4,g0e • •• • • • • • %Leo • .168 • • • • • • • .. • • 1 -1/2 X 4 -1/2 CUSTOM MULLION 6083-16 5.500 • MUWON CLIP 6083 - T6 2 X 6 STD, MULLION 6083 -T6 2 X 6 HEAVY MULLION 6063 -T6 2000 1-250 x-280 to‘ in O c° 1 k ,b- 1 drawing no. M04 -05 (sheet 2or 7 DESIGN LOAD CAPACITY - P8P (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -1/8' 26 -1/2' 30" 3r 42' 48• 54' 60' 88" 72' 19 -1/8' 28 -1/2' 30" 37' 42" 48' 54• 80" 88" 72' 19 -1/8' 26-1/? 30" 3r 42" 48' 54' 80' 88" 7? 19 -1/8' 26-1/? 4? 48' 54' se MULL SPAN 38 -3/8' 50 -5/8' 80" 125 817). 150.0 150.0 150.0 150.0 150.0 150.0 137.8 124.0 112.7 103.3 1504 150.0 142.5 115.5 101.8 88.1 79.2 71.2 84.8 59.4 141.3 102.0 90.1 73.0 84.3 583 50.0 48.0 40.9 37.5 122.1 88.1 77.8 63.1 558 48.8 43.2 38.9 35.4 32.4 (1. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.1 1272 1145 104.1 95.4 150.0 150.0 150.0 1322 118.5 101.9 90.8 815 74.1 67.9 150.0 150.0 1479 189) 1059 92.4 822 739 224 SN. 150.0 150.0 150.0 150.0 180.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 139.3 150.0 150.0 150.0 150.0 150.0 148.8 132.3 118.0 105.2 99.2 150.0 1504 150.0 150.0 150.0 135.0 120.0 108.0 98.2 90.0 1 -1/2 S 4 -1 cuuzbu 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 1503 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 2X6 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 150.0 150.0 150.0 150.0 1504 150.0 150.0 150.0 150.0 180.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 2X6 HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1504 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 NOTE; MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) • . .•• • • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• DESIGN LOAD CAPACITY - PSI (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPIN 19 -1/8" 28 -1/2" 30" 3r 4? 48' 54' 80' 99' 72" 19 -i/8" 28 -1/2' 30' 3r 42" 48" 54" 80' 88' 72' 19 -1/8" 28 -1/2' 30' sr 42" 48" 84' 80" 88' M ' 19 -1/8" 26 -1/2" 30" 3r 42" 48• 54* 80' 88' 72' 74 -1/4' 84' 98' 108' 1 % 3 879. 74.8 53.8 950.0 950.0 150S 18011 • 47.5 38.5 33.9 29.7 28.4 23.8 21.8 51.5 37.2 32.8 28.8 23.4 20.5 34.5 24.9 22.0 24.2 1 -1/2 1 X4 4 4 2X 8 4 2 4 $ STD. • SOD. WSTOST STD. • BEM 150.0 : 10.0 • 11 0 1 6.0 : 150 115.4 101.9 82.8 72.8 63.7 56.6 51.0 48.3 42.5 110.4 79.7 70.4 57.1 50.3 44.0 39.1 35.2 32.0 29.3 74.0 53.4 47.2 382 33.7 29.5 28.2 23.8 21.4 51.9 37.5 33.1 28.9 23.7 20.7 148.9 150.0 150.0 150.0 120.7 150.0 150.0 150.0 1084. 1111C • 180 1 991.1 180.0 • 180.0 • 199.0 • 82 • 10.1 ; 16.0 1 l 74.4 • 199.0 • 144.1 • 180.0 • 87i 12.7 • 1312 14.0 • 82.0 125.3 120.1 150.0 150.0 150.0 150.0 150.0 118.4 150.0 150.0 150.0 102.8 150.0 150.0 150.0 83.4 150.0 150.0 150.0 739 150.0 150.0 150.0 84.3 143.8 140.8 150.0 57.1 127.8 125.1 150.0 51.4 115.0 112.8 150.0 48.7 104.6 102.4 150.0 42.8 95.9 93.8 150.0 108.1 150.0 150.0 150.0 78.0 150.0 150.0 150.0 88.9 150.0 150.0 150.0 55.8 125.0 139.8 150.0 49.2 110.1 123.2 150.0 43.1 883 107.8 180.0 38.3 85.6 95.8 150.0 34.4 77.1 88.2 150.0 31.3 70.1 78.4 144.0 28.7 64.2 719 132.0 75.9 150.0 150.0 150.0 54.8 122.6 150.0 150.0 48.4 108.3 134.5 150.0 39.2 87.8 109.1 150.0 349 77.3 951 150.0 30.2 67.7 84.1 150.0 28.9 60.1 74.7 137.3 24.2 54.1 673 123.8 22.0 49.2 81.2 112.3 20.2 45.1 56.1 103.0 MULLIONS DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) widow • WDTH (W) 18 -1 /C 28-10 30" 3r • 4?. • 48' • • • 60' • tell • 72 19 -1/8" 28 -1/2" 30' 3r 42" 48' 84" 80" 8B' 72' 19 -1/8" 28-1/? 30' 37" 42' 48" 54' 80' 88' 7? MUr. 889N • • • • • • • • • • 120' • 132' 144' 1 X 3 STD. 1 X 4 STD. 37.9 27.3 24.1 28.8 20.5 21.9 2 8 4 STD. 39.9 35.3 28.6 25.2 22.0 41.8 30.0 28.5 21.5 32.0 23.1 20.4 1 -1/2 B 4 -1/2 CUSTOM 123.8 89.3 78.9 84.0 58.4 49.3 43.8 39.5 35.9 32.9 93.0 67.1 59.3 48.1 42.4 37.1 328 29.8 27.0 24.7 71.6 51.7 45.7 37.0 32.6 28.5 22.8 20.8 150.0 111.0 98.1 79.5 70.1 81.3 49.0 40.9 83.4 73.7 59.8 48.1 40.9 30.7 89.0 40.5 35.5 31.5 28.4 25.8 23.7 BEATY 150.0 150.0 150.0 128.7 100.1 81.9 75.1 150.0 150.0 135.4 109.8 84.6 75.2 87.7 81.5 150.0 104.3 84.5 74.5 85.2 57.9 52.1 47.4 43.4 MAMA PRODUCT VERTICAL MULLION GLAZING PRODUCT ARCMS TO BE 3414913313) Ewan OR. MUNIAYOUN 113000 WRUCIMRES CAA. 35M 1404420953. 13111109 PRODUCT GLAZING PRODUCT MULLION SPAN fix CC 0 8 gni! ci • fX drawing no. M04-05 DESIGN LOAD CAPACITY - P8F WINDOW DIMS. 401H (4) 19 -1/8' 28 -1/2' 30' 37' 42" 48" 54' 60" 88' 72" 19 -1/8" 26 -1/2' 30 37" 42' 48" 54' 80" 68" 72" , 19 -1/8' 28 -1/2" 30' 37' 42" or 54' 60' 68' 72" 19 -1/8" 28 -1/2" 3Y 42' 48' 54' 80' or MULL SPAN 38 -3/8" 50 -5 /8" 60" ANCHORS TYPE A2 150.0 150.0 150.0 150.0 135.1 118.2 105.1 94.6 88.0 78.8 150.0 150.0 143.4 116.2 102.4 89.6 79.6 71.7 85.2 59.7 150.0 138.9 121.0 98.1 88.4 75.6 67.2 80.5 55.0 50.4 150.0 130.4 115.2 93.4 82.3 72.0 64.0 87.6 52.4 48.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 150.0 143.4 130.3 119.5 1500 1500 150.0 150.0 150.0 150.0 134.4 121.0 110.0 100.8 150.0 150.0 150.0 150.0 144.0 128.0 115.2 104.7 98. AA2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 145.1 131.9 120.9 150.0 150.0 150.0 150.0 150.0 137.5 122.2 110.0 100.0 91.7 150.0 150.0 150.0 150.0 132.6 116.0 103.1 92.8 84.4 77.3 150.0 1500 150.0 143.3 128.3 110.5 98.2 88.4 80.3 73.7 AA4 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 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.3 132 150.0 150.0 150.0 150.0 150.0 149.8 133.1 119.8 108.9 99.9 150.0 150.0 150.0 147.3 129.8 113.5 100.9 90.8 82.8 75.7 150.0 150.0 150.0 124.3 109.5 95.8 85.2 76.8 69.7 63.9 150.0 150.0 148.0 118.4 104.3 91.2 81.1 73.0 88.4 60.8 D4 150.0 150.0 150.0 150.0 150.0 150,0 150.0 1800 150.0 150.0 150,0 150.0 150.0 1500 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 139.3 127.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 148.0 132.7 121.7 NOTE: ANY ANCHOR CONDIITON SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS • • •• • • • • • •• •• •• • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • WINDOW DIMS. WOTH (W) 19 -1/8" 28 -1/2' 30" 37' 42" 48' 54 60" 68" 72" 19 -1/8" 26 -1/2' 30' 37" 42 48' 54' 60' 86' 72" 19 -1/8" 26 -1/2" 30" 37" 42" 48' • 60' 68' 72' 19 -1/8' 26 -1/2" 30" 37' 42" 48" 54' 60" 68' 72" MULL SPIN 74 -1/4" 84" 98" 108' DESIGN LOAD CAPACITY - PSF ANCHORS TYPE A2 150.0 110.7 97.7 79.3 89.8 61.1 54.3 48.9 44.4 40.7 • 150.0 100.4 150.0 150.0 88.5 150.0 150.0 77.4 150.0 •1 sip • • sCs • 1 1Y 5.0 °• •1506 • 8119 4 1806 •125.0• 6 548 • 18809 135.5 97.8 86.4 70.1 81.7 54.0 48.0 43.2 39.3 38.0 118.8 85.8 75.6 81.3 54.0 47.3 42.0 37.8 34.4 31.5 105.4 76.1 67.2 54.5 48.0 42.0 37.3 33.6 30.5 28.0 41 •SLY 50.L 1 Ili 180.01 1804 fgyd 140 150.0 139.6 122.2 108.8. 97.7 • 88.9 81.5• • 121.8 107.1 93.7 75.0 62.91 150.0 150.0 150.0 140.1 123.4 108.0 88.0 88.4 785 72.0 1500 150.0 132.8 107.5 94.7 82.9 73.7 68.3 60.3 55.2 150.0 150.0 150.0 122.6 108.0 94.5 84.0 75.8 68.7 63.0 150.0 131.3 118.0 94.1 829 72.5 84.4 58.0 52.7 48.3 150.0 150.0 150.0 118.7 134.4 103.1 109.0 83.6 98.0 73.7 84.0 64.4 74.7 57.3 87.2 51.6 81.1 469 58.0 43.0 84 A�� H2• 180 • 18a$ I0.0• 1540 • 140.8 150.0 15d1.•12L 150 .0. 150.0 180.0 180.0 150.0 180.0 150.0 147.3 132.8 120.5 110.5 150.0 150.0 150.0 150.0 150.0 145.0 128.9 118.0 1055 96.7 130.0 150.0 150.0 150.0 147.3 128.9 114.6 103.1 93.7 150.0 123.9 109.5 88.8 78.2 68.4 60.8 54.7 49.8 48.6 150.0 1500 1500 150.0 150.0 138.9 121.7 109.5 99.5 91.2 150.0 1085 85.8 77.7 88.4 58.9 53.2 47.9 43.5 39.9 150.0 150.0 1500 150.0 138.9 119.8 109.4 859 87.1 79.8 133.6 150.0 98.4 150.0 85.2 150.0 69.0 138.1 80.8 121.7 53.2 106.4 47.3 94.8 42.8 85.2 38.7 77.4 35.5 71.0 • • WINDOW DIMS. WIDTH MO 19=/8 28i/21S • 31. • 37' 42" 48' • • d' •50' •q 19 -1/8" 26 -1/2" 30" 37' 42" 48" 54' 60' 88' 72" 19 -1/8" 28 -1/2' 30" 37' 42" 48" 54" 80" 6s' 72' CIA8NG PRODUCT MULL SPAN 120' 132' 144' AN010RS TYPE 62 OR B4 \1 VFRRGL MULLION PRODUC DESIGN LOAD CAPACITY - PST ANCHORS TYPE A2 94.9 885 608 49.0 43.2 37.8 33.8 30.2 27.5 25.2 882 822 58.0 44.6 39.3 34.4 30.5 27.8 25.0 22.9 79.1 57.1 50.4 40.9 38.0 31.5 28.0 25.2 22.9 21.0 A4 150.0 136.9 121.0 98.1 86.4 78.8 67.2 60.5 55.0 50.4 150.0 124.5 110.0 89.2 78.5 88.7 61.1 55.0 50.0 459 150.0 114.1 100.8 81.7 72.0 83.0 58.0 50.4 45.8 42.0 AA2 145.8 105.1 92.8 75.2 66.3 56.0 51.8 48.4 42.2 38.7 132.3 95.5 84.4 68.4 60.3 52.7 489 42.2 38.3 35.2 121.3 87.5 77.3 82.7 55.2 48.3 43.0 38.7 35.2 32.2 ANCHORS TYPE 92OR84 AA4 150.0 150.0 180.0 150.0 132.6 118.0 103.1 92.8 84.4 77.3 150.0 150.0 150.0 138.8 120.5 1055 93.7 84.4 76.7 70.3 150.0 150.0 150.0 125.4 110.5 98.7 85.9 77.3 70.3 84.4 82 120.2 88.8 76.6 62.1 54.7 47.9 42.6 38.3 34.8 31.9 109.3 69.7 56.5 49.8 38.7 31.7 29.0 100.2 72.3 63.9 51.8 45.6 39.9 35.5 31.9 29.0 26.8 150.0 150.0 150.0 124.3 85.2 76.6 69.7 63.9 150.0 150.0 139.3 113.0 87.1 63.3 150.0 144.6 127.7 103.8 91.2 79.8 71.0 53.2 47 PRODUCT GLAZING PRODUCT GLAZING PRODUCT A ANCHORS TYPE 62 OR as AMES TO INSIDE RECT ANCHORS Tek 62 06 82 1 MULLION SPAN .4 FUL it 2 1 3 %557 SHOPE azo 1 drawing no. M04-05 1 -3/4' MIN. EDGE OTT. 1" MIN. MULLION cup 1/4' HILT MINK CON 0 1 -1/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 1111116 ALTERNATE ANCHOR LOCATION 18Y WOOD BUCK 1/4' HIM KWOC CON 0 1 -3/8' MIN. W000 PENETRATION 2 PER CUP (1 ON EACH WOKS) II pM 28Y WOOD BUCK OR WOOD STRUCTURE ANCHORS TYPE 'A2' 1/4' 140.11 KWIC CAN 0 1 -1/4" MIN. EMBED INFO MASONRY 1 PER ANGLE • • • . • • • • • • • • • • • • 2 X 2 X ALUM ANGLE FLOATING CUP 14 5M5 2 PER ANGLE 1 -3/4' O.G. NIN. 1/4" TOUT KWOC CON 0 1 -3/8' MDL WOW PERORATION 1 PER ANGLE 2 X 2 X 1/8 FLOATING CUP I I ALUM NMI 114 SMS 2 P88 ANGLE 1 -3/4' 0.C. MN. • • •I. 1 MI /4'. • • • • • • • . • .. • • • .•• • • • • • • • • • • • • • • • • • •• ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPWNS MAY BE HEX OR FIAT HEAD. • . • .. • • • • • • • • • • • • • • • ••• -3/4" MN. .,S .. ANCHORS TYPE 'A4' SEP 2 5 2008 2 X 2 X 1 8' ALUM 1/4' HILTI KYAK CON I 1 -144" MIN. MBED INTO MASONRY • 0 PEROUN(2 ON EACH WING) • • • • • t•• • • • • • • 1BY WOOD BUCK 1/4' HILT IOW CON 0 1 -3/8' MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WINO) 2BY WOW BUCK OR WOOD STRUCTURE 1/4' HIL11 WOK CON 0 1 -1/4' MIN. EMBED INTO MASONRY 2 PER ANGLE FLOATING CUP 14 SINS 2 PER ANGLE 1 -3/4" 0.0. MIN. FOR 3' TUBE 2 -3/4" 0.0. MIN. FOR AU. OTHER TUBES 1/4' HILII KWIC CON 0 1 -3/8' MIN. W000 PENETRATION 2 PER ANGLE FLWTNG cup 14 SINS 2 PER ANGLE -3/4' 0.0. MIN. FOR 3" TUBE O C 818. TUBES Engn DD�R. 811W � 984 � 14 FAR000 R.,, PE y GAIL 303 i . 27C2X, 8" ALUM ANGIE PRODUCT REVISED a complying wfhLhePlmid* Building Coda A8 No " -0 2; 1 ExpkaUa•D>ae � a111:4 1 • V 4 Ina no. M04-05 (sheet 5 of 7 1/4' HILT KWlK CON n 1 -3/4' MIN. EMBED INTO WSONRY 2 PER CUP (1 ON EACH WINO) 1/4• HIM KWIN CON n 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'M2' 14 SMS 2 PBR ANGLE 1 -3/4' 0.C. MIN. FOR 3' TUBE 2 -3/4' 0.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 1/4' HILT KWn< CON II 1 -3/4 MIN. EMBED INTO MASONRY 1 PER ANGLE • • • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ALL CUPS TO FR SNUG MR0 TUBE MULLIONS. TAPCONS MAY BE HEX OR FIAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WRH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER t•BIE METH RYIATE LACQUBt ANCHORS TYPE 'AA4' Eng: D HUIAAYOUN MM RA PE 16037 CAN 536 SEP 2 6 2008 el l 4 • 15 15 s • 1 drawing no. M04 -05 (sheet 6of 7 ) ANCHORS 'TYPE 'B2' ANCHORS 'TYPE 'B4' 2 X 2 X 1 8 M1» / 14 S.M.S. 2/ CHANNEL /10 F.H. S.M.S. 2/ SUITE I /B' THIGH c ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBE MULLION TUBE MULLION I -3/4' X 2' X 1/8' (FOR 2BY 3/4' X 2' X 1/8 FOR (1BY CUT TO FIT SNUG INSIDE TUNE • • • • • • • • • • • • • ANCHOR DETAIL I 1 • • • • METAL TO METAL CONNECTION • • • • • • USE CHARTS FOR ANCHOR TYPE '84' TO VERIF•CAPAC81 OF CONNEACIN • SEE SHEET 4 OF 7 FOR ANCHOR CHARTS • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • .. • PRODUCT REVISED as complyieg with Aledde Beaus Codo Atomism