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WS-12-286Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175224 Permit Number: WS -2 -12 -286 Scheduled Inspection Date: July 24, 2012 Inspector: Rodriguez, Jorge Owner: DENNIS LEYVA, CLARK REYNOLDS Job Address: 69 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AMERICAN STORM PROTECTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060131680 Phone: (305)264 -0446 Building Department Comments INSTALLATION OF 12 IMPACT WINDOWS AND 3 IMPACT DOORS Passed r4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 170126. Work not complete. NB July 23, 2012 For Inspections please call: (305)762 -4949 Page 10 of 25 FEB 1 7,2.3i2 Building Department BUII. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 v' 1g -tr. 5 tip- (,out Permt No. �S 12: 7Z(0 PERMIT APPLICATION 4 BS. Q Maste r Permit No. FBC 20 Permit TypekBUILDIN ROOFING OWNER: Name (Fee Simple Titleholder): C /A 2 k- g I NO CAS S Phone#: C3O5 S'c,! - 4937 Address:, Coq ise 10 1.. S' . F / 1 City: 1 A 1-4 i Oti"Op 5 State: Zip: 33 / 3 Tenant/Lessee Name: Phone#: Rrnail: JOB ADDRESS: (ocj A) C. / 0 2 ST City: Miami Shores County: Folio/Parcel#: /1 - 3ZOb - 643 - /%`$ CJ Is the Building Historically Designated: Yes Miami Dade Zip: 3 3 /38 NO Flood Zone: CONTRACTOR: Company Name: L1 ME2tCA s,) J �1 An. ?n yQD Phone#:(30t) 5 /3 - 4 5 /9 Address: 7 9 7 (J 5 W / City: 1-4 t A M State: f( Zip: 33/55— 315 Qualifier Name: 3-0Akt -1474 J/ 730 d r (-1 tie A-- State Certification or Registration #:. CUC /57.3.2.7751 Contact Phone#: .305-) 5 )-`i -'.3 ` Email Address: DESIGNER: Architect/Engineer: Phone#: e , Certificate of Competency #: i•FOe ASV' W1N3)O S • C Phone#: Value of Work for this Permit: $ _2 % S 32.:O Zi Square/Linear Footage of Work: UNew f$lfepair/Replace °Demolition Description of Work: (/ 3) I M at- Vt% I A.d� -7,V 3 cs1N1 i M Type of Work °Addition °Alteration 3 40 ge * ems *e 4%************************ g m *e s **sa ******** ****** ******** ** *say Submittal Fee $ Permit Fee $ a CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 6.6.° 8 g s-- ( 6 DBPR $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address d .° 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 CONDTTIONERS, ETC OWNER'S AbFIUAVIT: 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 o notice, the inspection will not be approved and a reinspection fee will be charged Signature er or Agent The foregoing instrument was acknowledged before me this / 7r� day of Mir( ,20i?,byc Aek.. 0 s , who is personally known to me or who has produced t JAN 9.g. As identification and who did take an oath NOTARY PUBLIC: Sign: C gi QV, eIZ My Commission Expires: 70BEtiTO JESUS CUESTA * MY COMMISSION # EE 051340 �p �Q EXPIRES: April 27, 2015 %Fn.° Bonded Tin Budget NatrySerrA S Signatur Contractor The foregoing instrument was acknowledged before me this i7 day of —V* ,20 /2.,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: i'+1 Gobel , ./eS4A My Commission Expires: +012:1.Z. N., Romp * } * MY COMMISSION # EE 051310 EXPIRES: April 27, 2015 "'f, of'' Boded 1Iv Bod#el lkfry States ********** *Q++ *** ***** ** **** *ak*8**Y ********** ******** ***** ****A*B ****** **** *+R**h********** ****a9**** APPROVED BY /a/c. &I-14p (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3115/09) Plans Examiner Structural Review Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 111111111111111111111111111111111111111111111 1 PERMIT NO. TAX FOLIO NO. 11 - 3204 - 0/3- /48 G 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. .FN 21 t12ROOS89 1 OR B k 27990 R's 0858; Ups) ) RECORDED 02/08/2012 10:27:25 HARVEY RL1VII•Ir CLERK OF COURT MIAMI -DADE COUI'•ITYp FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 1 5 < cam .17+ i _ 69 AL /oz sr 1.1'4-4; FL 33/38. ..Zn1'5T'A - / /(i C Q2 ) pi pac.• t 1) NCI ONS C3) /ra parY doo�es 2. Description of improvement: 3. Owner(s) name and address: OPI t (L REy/0o fd (, 9 NE /02"°� Sr MIA-,4/ Stfa,+2F 1 i- /3S) Interest in property: Name and address of fee simple titleholder: _ S7O �� s,7 4. Contractor's name, address and phone number: 4 .r - �... �. s) 573 -05/V 7g70 sawikr4 Rirgit 4 D Lir - 5. Surety: (Payment bond required by owner fro c.ntractor, if an,,3 tY ( Ym eQ Y Y) 1 HiE83'CERTiF1g that this a • a old Name, address and phone nur b , r, .t:, E .. ny> ,Y .r_. Amount of bond $ /V/ r f r A•D• 20 6. Lender's name and address: Q., WITNESS icy hand and Off!dai Scal. 7. Persons within the State of Florida designated by Owner upon whOtpgpsEkt . Rif(.,4;,.-4,, ,; • �.. A Section 713.13(1)(a)7., Florida Statutes, By it Name, address and .phone number: /741- 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. t Name, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POS I tU ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of w ed Offcer/Director/Partner/Manag qr Pre aced By Prepared By , _U d P-� ES J r $ Z--' P Y Print Name '- ' �l' •''f 1JOi-OC Print Name 7 57 0 -5 GI-) /4, S _ Title/Office Title/Office 1( Am i ) Fi 3 '3 /-1C STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument wascknowledged before me this 3O day of 'a.i!1)A 2-4.4 . fa() / Z By G(AQ.1l. R.Eyit ❑ Individually, or ❑ as for ❑ Personally known, or Eoduced the following type of identification: Signature of Notary Public: -17r -fr Print Name: 2.160{-O (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. GC/L/5 g' SS14 RIOOBERT0JES1S CUESTA MY COMMISSION # EE 051340 EXPIRES: Apo127, 2015 Bonded TtruBudget Noisy Smices Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner /Manager who signed above: Q. 3).11?--1-11 Permit No: 12 -286 Job Name: March 22, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 2nd 1) Provide the design wind Toads from the designer signed and sealed. Stopped Review Page 1 of 1 Plan review is not complete, when all items aboveare corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305 - 762 -4859 l.-MPW1r4CoUJ.CU✓n (1wyct- S 7�aS�uMdOUfj•WUti Permit No: 12 -286 Job Name: March 2, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) The permit application does not describe the work submitted. 2) All openings greater than 8' require a column at each side. 3) The columns must extend from the foundation to the beam and have embedment with epoxy. 4) The design must provide a floor plan showing the location of the wor 5) Provide the wind load design criteria and design wind loads from the and sealed. Stopped Review Page 1 of 1 a minimum of 6' k. designer signhed Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 FOx� �.3c��3S�02Z.g. 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7-05 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -50.4 - 49.2 -483 - 47.6 - 47.1 - 46.6 - 46.2 -45.9 -45.5 16 47.1 45.9 45.0 443 43.7 43.3 42.9 42.5 42.2 -51.1 - 49.8 -49.0 - 48.3 - 47.7 - 473 - 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 18 483 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -52.4 -51.1 -50.2 - 49.5 - 48.9 - 48.4 - 48.0 - 47.7 -47.3 19 48.8 47.5 46.6 45.9 45.3 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 -51.3 -50.6 -50.0 - 49.5 - 49.1 - 48.7 -48.4 22 50.4 49.0 48.1 47.4 46.8 463 45.8 45.4 45.1 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 463 45.9 -55.6 -543 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 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 -52.3 -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 -52.3 -51.9 30 53.8 52.3 51.3 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 51.3 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 53.3 52.5 51.9 513 50.8 50.4 50.0 -60.6 -59.1 -58.1 -57.3 -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 -61.3 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 -57.3 -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 -59.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 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 1"4CFINED MAR 302 Emma T. Mellinger, P.E 121600 S. Federal Highway. #2o7, Pompano Beach, FL 33062 (954) 784-6991 (954) 7815708 fax emmaPmes.com DESIGN PRESSURES FOR EXTERIOR Zs Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 . + 15� 46.5' 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -62.2 ; -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 16 .1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 - 63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 - 64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 45.3 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 45.3 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 46.3 45.8 45.4 45.1 - 67.4 - 64.8 - 62.9 - 61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 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 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 - 69.2 -67.1 - 65.6 -64.3 - 63.2 - 62.3 - 61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -73.0 - 70.1 -68.1 -66.5 -65.2 - 64.1 - 63.1 - 62.3 -61.6 34 55.2 53.7 52.7 51.9 51.3 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 54.4 533 52.5 51.9 51.3 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 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -71.3 ' -69.7 - 68.3 - 67.2 -66.2 - 65.3 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -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 -763 -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 61.3 59.7 58.5 57.7 56.9 563 55.8 553 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 so 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 -703 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. 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 Gepi: +- 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. 'leverage 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 comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building corner, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered 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: March 27, 2012 AMERICAN STORM PROTECTION CORP. 10801 NW 14 Street # 103 Miami, FL 33172 SALES - SERVICE - PERMITTING - INSTALLATION 305-528-8213 Fax (305) 735-0228 "Exceeding Expectations One Client at a Time" estimates ®americanstormprotection.com STATE# CGC1513274 Impact Windows • Impact Doors • Garage Doors•Ac:cordions • Panels • Roll Downs • Screens VIP -ro0 j4 y a 10 a BA ilk 1E ti g Z 4 jiI T i 11`1 Bedroom 9 14 s 16 15 `. j 0 CO t co ca. 7r 4/zil ®. -,.,. Clark Reynolds 69 NE 102 STREET MIAMI SHORES, FL 33138 3 4 .10P 00 APPR0I17T ZONING DE B 2 SUBJECT f O CCM U`A�` e;R Vd11 i1 J;4,IJAi:Y RULES AND REGULATIONS F DP Req. Product DP Vendor Style Notes 1 -11 02 46.5/ -62.2 80 /-90 TM SLIDER XO 2 ' -111 A2 46.5/ -62.2 80/ -90 TM SLIDER XO 3 `" i 09- 1110.02 Mull:09- 0128.14 46.5/- 62.2 80/ -90 TM SLIDER XO 4 36X80 FL7966.1 46.5/ -62.2 65/ -65 Right Concept HINGE RIGHT 5 74X50 09- 1110.02 46.5/ -62.2 80/ -90 TM SLIDER XO 6 37X50 09- 1110.02 46.5/ -62.2 80 /-90 TM SLIDER XO 7 19X36 09- 0604.24 46.5/ -62.2 80/ -80 TM XO i N i 8 37X50 09- 1110.02 46.5/ -62.2 80/ -90 TM SLIDER XO 9 74X50 09- 1110.02 46.5/ -62.2 801-90 TM SLIDER XO 10 37X50 09- 1110.02 46.5/ -62.2 80/ -90 TM SLIDER XO 11 18X36 09- 0604.24 46.5/ -62.2 801-80 TM S1� , 12 185X80 09- 0319.06 46.5/ -62.2 80/ -90 TM SGD OXXO RcsiS due det s attached 13 FILL IN NA NA NA NA NA Restructure details attached 14 FILL IN NA NA NA NA NA Restructure details attached 15 37X38 09- 1110.02 46.5/ -62.2 8 0/-90 TM SLIDER XO 16 17 37X38 36X80 09- 1110.02 FL7966.1 46.5/ -62.2 46.5/ -62.2 80/ -90 65/ -65 TM Right Concept SLIDER XO HINGE RIGHT AMERICAN STORM PROTECTION CORP. SALES - SERVICE - PERMITTING - INSTALLATION "Exceeding Expectations One Client at a Time" 10801 NW 14 Street # 103 Miami, FL 33172 305- 528-8213 Fax: (305) 735 -0228 eatimates@americanstormprotection.com STATE# CGC1513274 Impact Windows • Impact Doors • Garage Doors•Accordions • Panels • RolI Downs • Screens 16 15 Clark Reynolds 69 NE 102 STREET MIAMI SHORES, FL 33138 # Size Product # 1 37X38 09- 1110.02 2 37X38 09- 1110.02 3 4 @37X50 09- 1110.02 Mull:09- 0128.14 4 36X80 FL7966.1 5 74X50 09- 1110.02 6 37X50 09- 1110.02 7 19X36 09- 0604.24 8 37X50 09- 1110.02 9 74X50 09- 1110.02 10 37X50 09- 1110.02 11 18X36 09- 0604.24 12 185X80 09- 0319.06 13 FILL IN NA 14 FILL IN NA 15 37X38 09- 1110.02 16 17 37X38 36X80 09- 1110.02 FL7966.1 Reviewed for General Layout and Wind Zone Compliance Only Emma T. Mellinger FL PE #50049 CA # 24854 MAR 12 2012 Fill Cells in Existing Wall with Grout From Concrete Header to Slab. Reinforced with (1) #5 Rebar, Drilled and Epoxied into Header and Slab (Min. 4 ") Existing Masonry Block Wall .E MAR 1 5 212 B'Y° CFINTFr o. : e d • •� • ' ead • a.da° doe . d • ' • d • °• a ' •••e `• • • 'o dd P .e.., 4 ,b : O • ' .. . a G • -.d • . a .Q8 , .. . .d • • • • ' d :. 4• • . . e '. Existing Reinforced d , •. • d ' ` •. n • d.q .b d 4 Concrete Header .d • . • • d e' • . ''° • d f:. . e p ... d . . e•. .� ° .. . 1 ri . ' Cells in Existing 4 .. , :. -;18' �• • �Fill � = All Cells in Existin g Wall Wall with Grout with Grout From Concrete From Concrete Header to Slab. Header to Slab. Reinforced with (1) #5 Reinforced with (1) Rebar, Drilled and #5 Rebar, Drilled Epoxied into Header and and Epoxied into Slab (Min. 4 ") Header and Slab Remove Existing CMU Wall Under Existing Window Opening to Accommodate New Door 3 er �' �• , • • ! ,• • it • ,• .; • :�i� s • • u HH • • I�. .�l..1 : •�� ., , •� • • JL JL JL____JL JL___— JL__ _ ' :� _IL —_ _IL_ ___JL---- — =_IL = - -= __IL _IL_ __IL __IL---=__1_ JL_ _f • . :• ;•� ., — =JL----_ —=JL---=JL---=JL_ —=JL_ _IL T �r r- 1� -r it irr �r nr- 7r 7r .,. • e ' ' • , a . s Existing • • ' ' n; e ° a . . • • ° • Concrete Slab 4.. • d •d °da : • . • ° < . ° •• •�. GENERAL NOTES This Signed and Sealed Design Applies to the Alteration of Existing Masonry Opening, Complete Block -Up, New I "x PT Wood (If Any) Fastening, and Installation of New Door to New Rough Opening, as Shown Herein Only. No Other Warranty, Express or Implied is Intended. This Design is Based on Information Provided to the Engineer by the Contractor. Contractor Shall Field - Verify Existing Conditions and Immediately Notify Engineer of Any Discrepancies Herein. All Work Shall be Performed in Accordance with the 2007 Florida Building Code, and Local Codes and Ordinances that May Apply. DESIGN NOTES Wind Loads Calculated in Accordance with 2007 FBC and ASCE 7 -05: V =146 mph, Exp =C OPENING # 11 Existing Opening Size: 185" x 63" New Opening Size: 185" x 80" Fill Cells in Existing Wall with Grout From Concrete Header to Slab. Reinforced with (1) #5 Rebar, Drilled and Epoxied into Header and Slab (Min. 4 ") NOTES: • Fasten All 1" x PT Wood Bucks (If Any) to Rough Opening with %4" Tapcons @ 16" o /c, 4" from Ends (Min. 13/4" Embedment into Concrete). • New Bucks Shall Extend Beyond the Interior Face of the Door Frame Such that Full Support of the Frame is Provided and Bucks will Adequately Transfer the Loads Imposed Upon Them to the Surrounding Structure, Meeting the Requirements of the HVHZ, Chapter 16, FBC 2007 (146mph, Exposure C). • All new PT Wood Shall Be Min. Grade 2. • Install New Door in Accordance with Specific Miami -Dade NOA. Existing Masonry Block Wall CATEGORYS Engineering Services, Inc. 1600 S. Federal Highway. #207 Pompano Beach, FL 33062 (954) 784 -6991 NEW DOOR / COMPLETE BLOCK -UP Reynolds Residence, 69 NE 102 St, Miami Shores, FL Additional Reinforcement ME Dwg: ASP R1120208R Rev: 1 By: ME Sheet: 1 of 3 Date: February 12, 2012 No. Revisions By Lit Emma T. Mellinger, P.E. FL PE #50049 CA #25854 Existing Masonry Wall Block up Existing Opening with CMUs 18 Ga Galy Corrugated CMU Ties @16" o/c . , o e. o • a • • • o .• 44'a . °. 4• a Existing Reinforced ' ••a • •'° . •° e, a a• •` <' : • • • Concrete Header • . .' . ° a• •° .. . . • . . • ° II II II I I 1 � 1 1 1 I 1 1 1 1 • I 74 � ° a ° ,• ° ' v ,,•' .. ° • • • :. °•' • .. • ^ ° . ° Existing Reinforced Concrete ' ' • Slab $ . a • . . o ° • ° e a • ' • e. • a e ,e : ..a. .�• a• . u °•, ... d' . •o Existing Reinforced •o • s, • ° .a ° , ' • < w • Concrete Slab a .. �e . • . • ° 4 . • • OPENING # 16 Existing Opening Size: 74" x 60" GENERAL NOTES This Signed and Sealed Design Applies to the Alteration of Existing Masonry Opening, Complete Block -Up, New 1 "x PT Wood (If Any) Fastening, and Installation of New Door to New Rough Opening, as Shown Herein Only. No Other Warranty, Express or Implied is Intended. This Design is Based on Information Provided to the Engineer by the Contractor. Contractor Shall Field - Verify Existing Conditions and Immediately Notify Engineer of Any Discrepancies Herein. All Work Shall be Performed in Accordance with the 2007 Florida Building Code, and Local Codes and Ordinances that May Apply. DESIGN NOTES Wind Loads Calculated in Accordance with 2007 FBC and ASCE 7 -05: V =146 mph, Exp =C Existing Masonry Wall 18 Ga GaIv. Corrugated CMU Ties @l6" o/c Block up Existing Opening with CMUs 18 Go GaIv. Corrugated CMU Ties @16" o/c Existing Masonry Wall a d•... a .e e ° o ••e • •• a .a ° • d o .• ••a ° • a a . .. • a ' Existing Reinforced .. ° • • ".Aa ' • • • • •"° • • a • ;,1 . • , d q '' Concrete Header 4. `a ° ' . ° • I 1 1 1 1 ° a ° ,• ° ' v ,,•' .. ° • • • :. °•' • .. • ^ ° . ° Existing Reinforced Concrete ' ' • Slab $ . a • . . o ° • ° e a • ' • e. • OPENING # 17 Existing Opening Size: 36" x 80" 18 Ga GaIv. Corrugated CMU Ties @l6" o/c Existing Masonry Wall CATEGORYS Engineering Services, Inc. 1600 S. Federal Highway. #207 Pompano Beach, FL 33062 (954) 784 -6991 NEW DOOR / COMPLETE BLOCK -UP Reynolds Residence, 69 NE 102 St, Miami Shores, FL 1 Additional Reinforcement ME Dwg: ASP R 1120208R Rev: 1 By: ME Sheet 2 of 3 Date: February 12, 2012 No. Revisions Emma T. Mellinger, P.E. FL PE #50049 BY CA #25854 1 "x 2' Furring Strip @ 16" o/c Typ R -3 Insulation 16" o/c Typ Y2" Drywall Fastened to Furring Strip with #10 Drywall Screws @ 4" o/c INTERIOR 16" o/c Typ :z. ►T/i!iVi. *.A. !i•• ∎• ∎•!i! *!i!i!i!i!i!i!i! •► rr!i!i!i!i!i!i!i ! i!i!i ∎∎•∎•∎ •! ..• ∎• ∎i!i!i! ►T, •!i 0 ,- ••1 . v I. • i' fJEC{ 1rIXc-to ;a..srmeg..zg xwerr 6. • • e.• • ° I1. • • °: EXTERIOR Masonry Block Wall NEW MASONRY WALL DETAIL %2" Stucco Fasten Each Furring Strip to Masonry with Y4" x 2" Tapcons @12" o/c, 2" From Ends CATEGORY' Engineering Services, Inc. 1600 S. Federal Highway. #207 Pompano Beach, FL 33062 (954) 784-6991 NEW DOOR / COMPLETE BLOCK -UP Reynolds Residence, 69 NE 102 St, Miami Shores, FL 1 Additional Reinforcement ME Dwg: ASP R1120208R Rev: 1 By: ME Sheet 3 of 3 Date: February 12, 2012 No. Revisions Emma T. Mellinger, P.E. FL PE #50049 CA #25854 Florida'Building Code Online wPorra, „. Pro snes ess Regu aU on http://www.floridabuilding.org/pr/pr_app_lstaspx Log In User Registration Hot Topics Submit Surcharge Stets & Facts Pubfbatbns Product Approval USER: Public User Product Aooroval Mend > Product or Aon&^atbn Search > Application LLet Search Criteria Code Version Application Type Category Application Status Quality Assurance Enti Product Model, N Approved fo Impact Othe 2007 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method LL Quality Assurance Entity Contract Expired r or Name ALL Product Description HZ ALL pproved for use outside HVHZ ALL D <sign Pressure ALL Refine Search 7966.1 ALL ALL ALL ALL ALL ALL ALL rcn KesuIIts - A ucations FL* Typg Manufacture. Validated By Status 1 FL7966 -R1 Revision RightConcept FL#: FL7966.1 Model: a. Premiu r Opaque Fiberglass Door Description: 6'z Single Premium Opaque "Impact" Fiberglass Door - Outswing (X) 'onfiguration Category: -° erior Doors Subcat =, - ry: Swinging Exterior Door Assemblies L.F. Schmidt, P.E. (813) 926 -6537 Approved History ppro ved by DBPR. Approvals by DBPR s Ube reviewed and ratified by the POC and /or the Commtssbn P necessary. Contact Us :: Phone: 850 -487 -1824 1940 North Monroe Street. Tallahassee FL 32399 The State of a Is an AA/EEO employer. Coovrloht 2007 -2010 State of Fbrtla, :: Etlyaszabltergot :: Accessibt0v Statement • • Refund Statement law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic ma: to this entity. Instead, contact the office by phone or by tradAtonal mat If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor.state.fl.us. Product Approval Accepts: I�I 1 of 1 2/15/2012 3:33 PM Florida Building Code Online Rk :da! airtrne Bus nes Profess Regulation Log In ! User Registration Product Approval USER: Public User Hot Topics http : / /www.floridabuilding.org/pr /pr app_dtl.aspx?param= wGEVX... Submit Surcharge Stets & Facts ? PubI atbns FBC Staff BCS Site Map Links Search Product Aooroval Menu > Product or Aoo&catbn Sear h > As 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 /Email Category Subcategory Compliance Method ept 2615 S. 80th Street Tacoma, WA 98409 (253) 471-8861 rickw@rwbidgconsultants.com > Application Detail Peter SIbbett ri ckw@ rwbl dgconsu Ita nts.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Wendell W. Haney the Evaluation Report Florida License PE -54158 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received National Accreditation and Management Institute Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7966 RO COI Certificate of Independ.pdf Standard Accepted Engineering Practice ASTM E1300 TAS 201, 202, 203 Year 2004 2002 1994 1 of 2 2/15/2012 3:34 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtaspx?param--wGEVX... Product Approval Method ,,tee Method 1 Option D Date Submitted Date Validated Date Pending FBC - pprova}' Date Approved Date Revise Summa 17/2006 11/ 2/2006 11/24/2006 2/06/2006 0./01/2008 of Products Contact US :: Phone: 850 - 487 - 18241940 North Monroe Street. Tallahassee FL 32399 The State of Florida 5 an AA/EEO employer. Copyright 2007 -2010 State of Florida • • privacy Statement • • AceessIbliity Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not send electronic mall to this entty. Instead, contact the office by phone or by tradtional mail. If you have any questions regarding DBPR's ADA web accessibilty, please contact our Web Master at webmasterntdbpr.statelLus. Product Approval Accepts: Eio 2 of 2/15/2012 3:34 PM FL # Model, Number or Name 1 Description 796 .1 Opaque Fiberglass Doors 44 6'8 Opaque "Impact" Fiberglass Doors w /wo Boxed Side lites - Outswing (X, OX, XO, OXO, XX, OXXO) The following configurations available with Continuous head and sill (OX, XO OR OXO) Li I D spe and its of Use pproved for use in HVHZ: Yes pproved for use outside HVHZ: Yes pact Resistant Yes ign Pressure: +65.0/ -65.0 er: See INST 7966.1 for Design Pressure R ngs by c Model and for any other additional use mltations in allation Instructions. Installation Instructions FL7966 110 II INST 7966.1.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Evaluation Reports FL7966 RO AE EVAL 7966.1.odf Created by Independent Third Party: Contact US :: Phone: 850 - 487 - 18241940 North Monroe Street. Tallahassee FL 32399 The State of Florida 5 an AA/EEO employer. Copyright 2007 -2010 State of Florida • • privacy Statement • • AceessIbliity Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not send electronic mall to this entty. Instead, contact the office by phone or by tradtional mail. If you have any questions regarding DBPR's ADA web accessibilty, please contact our Web Master at webmasterntdbpr.statelLus. Product Approval Accepts: Eio 2 of 2/15/2012 3:34 PM RAProj 1001 .11001pf10891FL3079REV1.dwg, Model RightConcept" 2615 S. 80th STREET TACOMA, WA 98409 TEL: 253 -471 -8861 OPAQUE FIBERGLASS DOORS WITH & W /OUT SIDELITE(S) OUTSWING "IMPACT' GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCITY HURRICANE ZONE- ( "HVHZ°) 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN. THE "HVHZ" THIS PRODUCT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. WHEN USED IN AREAS OUTSIDE OF THE HVHZ° REQUIRING 4. WIND —BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS MISSILE LEVEL D° AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996. FOR 2X STUD FRAMING CONSTRUCTION THE ANCHORING OF THESE 5. UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT 70 6. FURTHER ENGINEERING ANALYSIS. 7. TRANSFER LOADS LOADS TO OTHERS, AND TOHBEEREVEEWED LAY TO BUILDING OFFICIAL. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT 8. ELEVATION. THIS PRODUCT MELIS THE WATER REQUIREMENTS FOR THE HIGH 9. VELOCITY HURRICANE ZONE (HVHZ). TABLE OF CONTENTS 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES 2 DOOR / SIDELITE PANEL CROSS SECTIONS & GLAZING DETAIL 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 VERTICAL CROSS SECTIONS 7 FRAME ANCHORING DOUBLE & DOUBLE BOXED UNITS 8 FRAME ANCHORING SIN LE & SINGLE BOXED UNITS 9 FRAME ANCHORING CHS UNITS 10 COMPONENTS 11 ASTRAGAL DETAILS 12 BILL OF MATERIALS & COMPONENTS 150.25" MAX. OVERALL FRAME WIDTH W/1 X MUWON REINFORCEMENT 148.75" MAX. OVERALL FRAME WIDTH W/0 1X MUWON REINFORCEMENT 74.00" MAX. OVERALL FRAME WIDTH 36.38" MAX. PANEL �WIDTH W/ ASTRAGAL 21.00" MAX. DLO 74.00" MAX. OVERALL FRAME WIDTH 36.38" MAX. PANEL WIDTH W /ASTRAGAL 37.50" MAX. FRAME F. WIDTH ® a a 0 OXXO BOXED) DOUBLE OPAQUE DOOR W /SIDELITES (BOXED) DESIGN PRESSURE (PSF) W/O MUWON REINFORCEMENT +55.0 ' —55.0 W /MUWON REINFORCEMENT +60.0 - —60.0 _Q 0 OX /x0 (CHS) SINGLE OPAQUE D00R W /SIOEUTE (CHS) DESIGN PRESSURE (PSF) +60.0 I —60.0 111.00" MAX. OVERALL FRAME WIDTH I I El El Oxo (cHS' SINGLE OPAQUE DOOR W /SIDELITES (CHS) DESIGN PRESSURE (PSF) +60.0 I —60.0 LOS DOUBLE OPAQUE DOOR DESIGN PRESSURE (PSF) I +60.0 I —60.0 75.62° MAX. 0.A. FRAME WIDTH W /1X MUWON REINFORCEMENT .75° MULLION REINFORCEMENT XO /OX (BOXED) SINGLE OPAQUE DOOR W /SIDEUTE (BOXED) DESIGN PRESSURE (PSF) +60.0 I —60.0 1 SINGLE OPAQUE DOOR DESIGN PRESSURE (PSF) ........) +65.0 I —65.0 113.75" MAX. 0 FRAME WIDTH W /1X MUWON REINFORCEMENT 21.00" MAX. D.LO. .75" .75° MUWON • - I MUWON REINFORCEMENT REINFORCEMENT 0x0 (BOXED) SINGLE OPAQUE DOOR W /SIDEUTES (BOXED) DESIGN PRESSURE (PSF) +60.0 I —60.0 0 00 0. 1- m MD LOCK & DEADDOLT INFO 0 N 0 z DATE 10 /05/06 was:. N.T.S. DWG. at: EW ant BY WWH DRAWING NO.: FL -3079 MEE( 1 of 12 R: \Prof 1001- 1100\pf1089 \FL- 3079REV1.dwg, Model EXTERIOR 8.12" 6.1 INTERIOR SEE DETAIL 1 0 HORIZONTAL CROSS SECTION SIDELITE PANEL SIUCONE FRAME (MATERIAL: PC /ASA) SEALAN 4 $IDELITE PANEL, FIBERGLASS YARN REINFORCEMENT 1" O.A. GLASS THICKNESS 1/8° TEMPERED GLASS INTERIOR � �A�• EXTERIOR SWIGGLE 1/8" HS GLASS .090" PVB INTERLAYER DUPONT BUTACITE 1/8" HS GLASS FIBERGLASS SKIN DETAIL 1 1/2" GLASS BITE STRUCTURAL SILICONE BY DONG YANG SILICONE CO. SCREW, STEEL GLAZING DETAIL, EXTERIOR INTERIOR 4 DOOR PANEL, SEE DETAIL 1 0 2 3 HORIZONTAL CROSS SECTION DOOR PANEL INTERIOR. EXTERIOR 0 2 2 VERTICAL CROSS SECTION VERTICAL CROSS SECTION SIDELITE PANEL 2 / DOOR PANEL 0 a 3- 0 N GATE: 10/05/06 scaLE: N.T.S. DWG. eri EW CHw er: WWH DRAWING NO FL -3079 SHEEP 2 or 12 R:1Proj 1001- 11001Pf10891FL- 3079REV1.dwg, Model • . • : ' • 0 SEE NOTE 1 SHEET 3 INTERIOR 1 1/4" MAX. SHIM SPACE (TYP.) 1.14" MIN. PENETRATION EXTERIOR 1 HORIZONTAL CROSS SECTION 0 SIDELITE JAMB 410 4:) 101111011111111(111 tI 111111,141111 NOTE 1. ITEM #48 — #9 X 2-1/4" PFH SCREWS THRU JAMB INTO SIDELITE LOCATED 0 6", 27", 50-1/4", & 72-1/8" FROM TOP OF FRAME TYP. BOTH SIDE JAMBS. 2 HORIZONTAL CROSS SECTION 0 HINGE JAMB C) HORIZONTAL CROSS SECTION 0 ASTRAGAL 0 INTERIOR 1/4" MAX. SHIM SPACE (TYP.) 1.14" MIN. PENETRATION EXTERIOR 0 HORIZONTAL CROSS SECTION 0 HINGE JAMB 1- a3 C/7 z 0 c°' u F- 0 Dicre 10/05/06 MALEC N.T.S. DWG. en EW CHIC. BY WWI-I OWING NO.: FL-3079 SHEET 3 OF 12 0 0 a 0 g- ra 0 § 0 R:1Proj 1001- 1100\pf1089\FL -3079 1 /4" MAX. SHIM SPA (TYP.) INTERIOR 0 • • EXTERIOR CD HORIZONTAL CROSS SECTION LATCH JAMB 1.14" MIN. PENETRATION SEE NOTE 1 SHEET 3 INTERIOR q EXTERIOR 0 0000 nilirrin o Pli T 1 0 0 ® m qing ° .._.....,..."" 0 1 11 MI ill iNr II 11111(1 0 0 SEE NOTE 1 SHEET. 3 0 4 22 HORIZONTAL CROSS SECTION LATCH JAMB INTERIOR 3 HORIZONTAL CROSS SECTION 4 HINGE JAMB EXTERIOR 0 . U' ° z m3 0 p3 0 00 mr ADDED LOCK & DEADBDLT INFO Nsin .11 0 O z 0 0 cr cr OATS 10/05/06 N.T.S. OWO. BY: EW CHK. an WWH DRAWIN NO.: FL-3079 SHEET 4 OF 12 z 0 0 0 0 sn 0 N R:\Proj 1001- 1100\pf10891FL- 3079REV1.dwg, Model SEE NOTE 1 SHEET 3 INTERIOR EXTERIOR 0 5 1 HORIZONTAL CROSS SECTION @ HINGE (CHS) INTERIOR EXTERIOR SEE NOTE 1 SHEET 3 101111111111111111 0 0 O5 HORIZONTAL CROSS SECTION ® LATCH (CHS) a G7 ce a- W Ny et En 20 0 1- m ADDED LOCK & DEADBOLT INFO cn Z O 0 N Q O Z DAB 10/05/06 SCALE: N.T.S. DWG. BY: EW CNN. er: WWH DRAWING NO. FL -3079 SHEET 5 OF 12 tiq r , iii• T`•e 4S . _�,.,+ evw}rtER wit= ti��Ai•t:iNj4. EXTERIOR 0 5 1 HORIZONTAL CROSS SECTION @ HINGE (CHS) INTERIOR EXTERIOR SEE NOTE 1 SHEET 3 101111111111111111 0 0 O5 HORIZONTAL CROSS SECTION ® LATCH (CHS) a G7 ce a- W Ny et En 20 0 1- m ADDED LOCK & DEADBOLT INFO cn Z O 0 N Q O Z DAB 10/05/06 SCALE: N.T.S. DWG. BY: EW CNN. er: WWH DRAWING NO. FL -3079 SHEET 5 OF 12 R: \Prot 1001- 1100\pf1089 \FL- 3079REV1.dwg, Model 2-1/2" MIN. FROM EDGE (rYP.) 2-1/2" MIN. FROM EDGE , (TYP.) 0 VERTICAL CROSS SECTION HEAD JAMB — DOOR 0 VERTICAL CROS SECTION SHOWN W/1X SUB—BUCK SUBSTITUTING CONCRE/E. SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. THIS VIEW IS REPRESENTATIVE OF THE HEAD & JAMBS. 2-1/2" MIN. FROM EDGE (TYP.) 2-1/2" MIN. FROM EDGE (TYP.) 0 VERTICAL CROSS SECTION OUTSWING THRESHOLD — DOOR ()VERTICAL CROSS SECTION HEAD JAMB — SIDEUTE 2-1/2" MIN. FROM EDGE (TYP.) 2-1/2" MIN. FROM EDGE (TYP.) (1)VERTICAL CROSS SECTION OUTSWING — SIDELITE NOTE 1. ITEM #48 — #9 X 2-1/4" PFH SCREWS THRU HEAD & SILL JAMB LOCATED 3" FROM EACH FRAME END AND ON CENTER LINE. 7 0 a -J En z 0 wee 10 05/06 SCALE. N.T.S. ova Ern EW crot BY WWH OMMOND4 FL-3079 or 6 OF 12 R:SProj 1001- 1100\pf1089■.- 3079REV1.dwg, Model 4" I _1 MASONRY OPENING FRAME 2X BUCK W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS SEE DETAIL 1 ASTRAGAL - SHOWN FOR REFERENCE io O ri SEE DETAIL 2 MASONRY' OPENING FRAME -f 0 F� 4" " FRAME ANCHORING XX -•-- 4 5" r 4" TYP. JAMB TO JAMB d. W/0 3/4" MULLION II SEE DETAIL 1 ASTRAGAL - SHOWN FOR REFERENCE 44 TYP. SILL SEE NOTE 1 - SEE DETAIL 2 1 I I 1 W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK TYP. JAMB TO JAMB w/3/4" T T MULLION FRAME ANCHORING OXXO (BOXED) Oj0 0." MULLIO75N W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 DETAIL 1 CGJ HEAD DETAIL 2 SILL NOTES* W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 STRIKE •PLATE DETAIL ® ASTRAGAL t w oz oQ �a ® � w loll . 00 co o %lit ® w M oo ° o. z? ,:3ox !v HINGE DETAIL 1. 1/4" CONCREI& SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCREIt SCREW MANUFACTURER. 2. 3/16" CONCRETE SCREWS ANCHORING ASTRAGAL STRIKE PLATE AT HEAD OR SILL REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2 -5/8" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. 0 0 a J 0 1- m ADDED LOCK & DEADDOLT INFO z 0 0 0 Q O OAIE 10/05/06 SCALE: N.T.S. DWG. BY. EW cm. sv: WWH ORAWING NO.. FL -3079 sAEET 7 OF 12 6 m v a tv0 0 °a R: \Proj 1001 .1100\pf1089 \FL- 3079REVI.dwg, Model r° MASONRY OPENING FRAME 2X BUCK i0 W /2X BUCK INSTALLATION • 14-12"4-"1 6" W /1X BUCK MASONRY INSTALLATION OPENING SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK `TYP. SILL w' SEE NOTE 1 NV� MASONRY OPENING FRAME 2X BUCK FRAME 2X BUCK c0 o_ -j W /2X BUCK Z INSTALLATION g 0 W /1X BUCK L, 0 ix INSTALLATION 0 SEE NOTE 1 j■ 0 M TYP. HEAD & JAMBS 0 BUCK .4.° 0.75" MUWON FRAME ANCHORING XO OR OX (BOXED) 4" TYP. SILL — JAMBS d o 1. wj 311 11 1! 11 W /2X BUCK INSTALLATION — INSTIALLATION SEE NOTE Ty. HEAD 1. HEAD & JAMBS 0 BUCK — — Nei HEAD) & N. — t N * ® TYP. JAMB a TO JAMB —4 MUWON — `F 1N — 1 _ I I 1 I„ _ NI I i" 11 0.75" MUWON FRAME ANCHORING OX0 (BOXED) 0.75" MULLION TYP. SILL SEE NOTE 1 TYP. SILL SEE NOTE 1 NOTES: STRIKE PLATE DETAIL, Co JAMB 1. 1/4" CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRtJE SCREWS UNLESS OTHERWISE NOTED BY CONCREIt SCREW MANUFACTURER. 0 0 0 a 0 0 0 0 } m ADDED LOCK & DEADBOLT INFO U) z 0 CC 0 CU. Cct Li 0 GATE: 10/05/06 SC LE: N.T.S. DWG. er: EW cn . el% WWH ORAWNG NOS FL -3079 SHEET 8 OF 12 i a 0 i 0 0 m rc a N MASONRY OPENING MUWON SHOWN FOR REFERENCE 11 W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 46 BUCK OTYP. SILL SEE NOTE 1 FRAME ANCHORING OX OR XO (CHS) 4" 6" 11 4" 6° r 4" MASONRY OPENING FRAME 2X BUCK W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 U 0 M 4o FRAME ANCHORING 0X0 (CHS) STRIKE PLATE DETAIL ® MULLION w 0 ®00 tOa m 1 P! ® 0 wrn O U 0 p, o z z HINGE DETAIL NOTES: 1. 1/4" CONCRI_IL SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2-1/.2° CLEARANCE TO MASONRY EDGES AND A MINIMUM 4° CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. 0 m ADDED LOCK & DEADBOLT INFO Nn 0 t0 0 z DACE: 10/05/06 SCALE N.T.S. DWG. Er: EW awc. er. WWH DRAWING NG. FL -3079 D m m 0 SHEET 9 6E12 R: \Prof 1001- 1100\pf1089 \FL- 3079REY1.dwg, Model `,i) TOP RAIL DOOR OBOTTOM RAIL DOOR .780" ----{ COI 46 .SIDELTTE STILE 4.560" 1 0 0 0 45 TOP RAIL • SIDELTTE 47 BOTTOM RAIL SIDELTTE OLATCH STILE SUPPORT 1.220" N Ijn 1 19 SILL—TO —JAMB KIT DETAIL OPTIONAL 4.560" 2.435 " —+1 N I 2.362" —.1 r_ 2.362" 111111111 O O r 0, LOCK BLOCK .305" N 14 HINGE STILE EDGE 1.000" to 54 MULLION cV tO (0 0 N 13 HINGE STILE SUPPORTER 4.563" 0 n 000 JAMBS r— .198" N 16 LATCH STILE EDGE —�{ 1.983" • HINGE 0 O a 0 O 1- m O z J A R a 0 0 a w 0 N DATE: 10/05/06 scALE: N.T.S. owa. (0 EW Owc ew WWH OWING NO» FL -3079 SHEET 10 OF 12 R: \Proj 1001- 1100\pf1089 \FL- 3079REV1.dwg, Model Arzo DEAD BOLT LATCH (THRU HOLE) (BUND HOLE) ALUMINUM ASTRAGAL ASSEMBLY BY ENDURA PRODUCTS OALUMINUM ASTRAGAL BY ENDURA PRODUCTS 4• OALUMINUM ASTRAGAL BY ENDURA PRODUCTS 0 0 • `n 1.625" TOP BOLT RETAINER MAIL: HOPE LENGTH: 4 3/4" 19.625 0 0 1.625" TOP BOLT RETAINER MAIL: ALUMINUM LENGTH: 9 3/4" 42 SLIDE BOLT ROD STEEL NOTE QI 1. (12) OF ITEM #48 ASTRAGAL RETAINING SCREWS LOCATED (2) @ 2 -1/2 ", (1) ® 3 -1/2 ", (1) (0 10 -1/2 ", (1) © 18 -1/2 ", & (1) ® 26 -1/2" FROM THE TOP OF ASTRAGAL AND (2) 2 -1/2 ", (1) © 3 -1/2 ", (1) (0 10 -1/2 ", (1) CO 18 -1/2 ", Sc (1) O 26 -1/2" FROM THE BOTTOM OF ASTRAGAL. 1- ADDED LOCK & DEADBOLT INFO 0 oz DATE 10/05 06 SCALE, N.T.S. DWG. er. EW cm or: WWH DRA1NG NO.: FL -3079 SHEET 11 OF 12 0 2006 R.W. BUILDING CONSULTANTS IND. R: \Prof 1001- 1100\pf1089 \FL- 3079REV1.dwg Model ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERL4L Documents Prepared By: @(g_UILOINO CONSULTANTS, INC. 1 � / / { r.o. Box 230 VaIrIoo FL 33585 V Phone No.: 813.889.9197 Florida Board of Professional gtneers Certiftcate Of oriza5on .o. 9813 //-22 0 6 . endoll W. HaAE. No. 54158 1 FIBERGLASS SKIN 0.079° MIN. THK. Fy = 5203 PSI MIN. WITH FIBERGLASS YARN REINFORCEMENT - FIBERGLASS 45 LVL SIDEUTE TOP RAIL POPLAR 46 LVL STOEUTE STILE POPLAR 2 SIOELITE JAMB - FINGER -JOINT PINE WOOD 47 LVL SIDELRE BOTTOM RAIL POPLAR HINGE & LATCH JAMB - FINGER -JOINT PINE WOOD 48 #9 X 2 -1/4° SELF DRILLNG SCREW STEEL 4 HEAD JAMB - FINGER -JOINT PINE WOOD 49 10-32 X 5/8° MACHINE SCREW STEEL 5 1/4" X 3 -3/4° TAPCON (ELCO OR ITW) STEEL 50 OUTSWING =ELITE SPACER PVC 6 LVL LATCH STILE SUPPORTER POPLAR 51 #10 X 2.0° PFH WOOD SCREW STEEL 7 OUTSWING THRESHOLD (HIGH RISE TYPE) ALUM. /COMP. 52 DEAD BOLT STRIKE STEEL 8 STRIKE PLATE SCREW 18 X 2.0° PFHWS (2 REQUIRED PER STRIKE PLATE) STEEL 53 1X MUWON WOOD 5 COMPOSITE BOTTOM RAIL PVC 54 MUWON (CHS) WOOD 10 DOOR CORE FOAMED N PLACE, 2.5 LBS /CU.FG MIN DENSITY POLYURETHANE N 11 COMPOSITE/LVL TOP RAIL PVC /LVL 12 WEATHERSTRIP QEBD650 Q -LON FOAM 13 LVL HINGE STILE SUPPORTER POPLAR 14 COMPOSITE HINGE STILE EDGE PVC PRODUCT: OPAQUE FIBERGLASS DOORS WITH & .W /OUT StDELfrE(s) OUTSWING • PART OR ASSEMBLY: BILL OF MATERIALS & COMPONENTS 15 BEAD 1/4° WOOD 16 COMPOSITE LATCH STILE EDGE 17 LVL LOCK BLOCK POPLAR 18 3.983° X 4.0" HINGE MIN. 0.098° THICK • STEEL 19 SILL TO JAMB KIT (OPTIONAtaPC /ASA 20 NOT USED - 4.563" 21 KWIKSET 200 SERIES PASSAGE LOCK STEEL 22 KWIKSET 600 SERIES DEADBOLT STEEL 23 STRIKE PLATE STEEL 23A FLUSH BOLT STRIKE PLATE 0 HEAD STEEL 23B FLUSH BOLT STRIKE PLATE ® SILL STEEL 7 OUTSWING THRESHOLD 0 1- 24 HINGE TO JAMB SCREW 19 X 5/8° PFHWS (3 REQUIRED EACH HINGE) STEEL ADDED LOCK & DEADBOLT IWC1 , REVISIONS 25 3/16" X 3 -1/4° TAPCON STEEL 26 HINGE TO DOOR SCREW #9 X 1.0° PFHWS (4 REQUIRED EACH HINGE) STEEL HIGH RISE TYPE .. p --.1 2.010" h.-- 1 27 UTE FRAME SCREW #8 X 1 -1/8" SELF THREADING STEEL 28 1" INSULATED LAMINATE) GLASS (INTERLAYER DUPONT BUTACITE) 1/8° TEMPERED - AIR - 1/8° HS - .090° PV8 - 1 /8' HS GLASS 29 2X BUCK WOOD 30 1X BUCK WOOD 31 MASONRY CONCRETE 32 MUWON BASE KIT PC /ASA .33 JAMB TO BUCK SCREW X1O X 2.5" PFH WOOD SCREW STEEL e \ nu cu .\i .34 NOT USED — 35 LATEX CAULK L471.7 f 50 SIDEUTE SPACER 38 1/4° MAX. SHIM SPACE WOOD 37 LITE FRAME PC /ASA ,.., 38 SCREW PLUG PC /ASA 11A1E 10/05/06 .39 NOT USED — OUTSWING sake N.T.S. 40 ASTRAGAL ALUMINUM DWG. 915 EW 41 BOLT RETAINER - cm er: WWH 42 FLUSH BOLT STEEL DRAWING NO.: FL -3079 4.3 3/16° X 2 -1/4' TAPCON (ELCO OR 17W) S11EL 44 1/4" X 2 -3/4° TAPCON (ELCO OR TTY✓) STEEL SHEET 12 OF 12 Miati i -Dade County - Permitting, Environment & Regulatory Affairs - http:// www. miamidade. gov/ buildinglpc- resultapp.asp ?fldNOA= 09 -... Product Information for N.O.A. 09- 0319.06 NOR File Classification hurricane zone Category Subcategory Material Applicant File Status Expiration_Date 014 Impact Rate Large and Small Missile Impact Maximum Design_Pressure_Positive 72 Maximum_Design _Pressure_Negative 72 Description Series "370 " Aluminum Sliding Glass Door w/ Reinforcements - Impact Page Last Edited: Fri Feb 10, 201212:51:52 PM 080.319.06 High veloci Doors Sliding Aluminum 1 M. Wi =.!o File A.. M • h118/2 LLC roved © 2011 IWami -Dade County. All rights reserved: O 2011 MIand -Dade County. All rights reserved. 1 ofl 2/15/20123:39 PM MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door L.L.C. 601 N.W. 12th 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 ( MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.m.iamidade.gov/buildingcode This NOA shall not be valid Division (In Miami Dade C ► • • have this product or mate the accepted manner, th revoke, modify, or sus to revoke this acceptan material fails to meet the expiration date stated below. The Miami -Dade County Product Control ty) and/or. the AHJ (in areas other than Miami Dade County) reserve the right to tested for quality ranee p .- s. If this product or material fails to perform in manufacturer will ' cur the expense o ' h testing and the AHJ may immediately d the use of such product or material within the • urisdiction. BORA reserves the right e, if it is determined by Miami -Dade County Product • ntrol Division that this product or e requirements of the applicable building code. This product is appro -d as described herein, and has been designed to comply with including High. Veloci Hurricane Zone of the Florida Building Code. DESCRIPTION: Se s 370 Aluminum Sliding Glass Door w/ reinforcements- e Florida Building Code, act APPROVAL DO 11, NT: Drawing No. W03 -90, titled "Series -370 Alum Slid' •' Door -LMI", sheets 1 through 7 of 7, prepared by Farooq Corporation, dated 10/06/03 and last revis . on MAR 10, 2009, signed and sealed by Dr. Humayoun Faro • P.E., bearing the Miami -Dade County Produc ' ontrol Renewal stamp with the Notice of Acceptance number an.:. •iration date by the Miami -Dade Coun. roduct Control Division. MISSILE IMPACT RATING: Large • mall Missile Im • a sistant Limitation: 1. Two (2) '' /a" masonry screws must have min embedment of 1 -5/8" into concrete or grout filled masonry. 2. Pockets are under separate approval. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. - INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its stributors and shall be available for inspection at the job site at the request of the Building Of This NOA revises &renews NOA # 05- 1114.06 & consists of this page 1 and 'ev',• approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. 1' al. MANMADE COUNTY APPROVED ence page E -1, as well NOA No 09 -0319.06 xpiration Date: March 18, 2014 pproval Date: April 22, 2009 Page 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS(transferred from file # 05- 1114.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -90, titled "Series -370 Alum Sliding Door -LMF', sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on MAR 10, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 05- 1114.06) 1. Test reports 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) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Test Report No. FTL -3773 (FTL03062), dated August 04, 2003, signed and sealed by Joseph Chan, P.E: Note: This report has been revised by an addendum letter dated January 26, 2004, issued by Fenestration Testing laboratory, signed and sealed by Edmundo Largaespada, P. E. based on the review of the test report. C. CALCULATIONS 1. Anchor verification complying to FBC 2007, prepared by Al Farooq Corporation, dated 03/10/2009, signed and sealed by Dr. Humayoun Farooq, P.E 2. Anchor, calculation and structural analysis, prepared by Al Farooq Corporation, dated 10/29/2003 and last revised on 03- 18-04, signed and sealed by Dr. Humayoun Farooq, P.E. (Submitted under file # 05- 1114 .06) 3. Glazing complies with ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 for "Saflex IHG, clear & colored interlayer" issued to Solutia Inc., expiring on 05/21/2011. 2. Notice of Acceptance No. 09- 0310.02(Rev 03- 1223.04, former Surface Specialties Tech) issued to Cytec industries Inc..for "Uvekol Laminated glass, expiring on 02/08/2010. STATEMENTS 1. Statement letter of conformance to FBC 2007 and "No financial interest=', both dated 03/10/09, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance , as a part of above test reports. 3. Addendum letter to test report FTL -3773, dated Jan 26, 2004, issued by Fenestration Testing laboratory, signed & sealed by Edmundo Largaespada, P. E. 4. Statement letter/ list of approved "UV KOL" laminator, issued by Surface Specialties (UCB Chemical Corp), signed by Jonathan Shaw, Ph.D. (transferred from file # 05- 1114.06) G. OTHER 1. This NOA revises & renews NOA # 05- 1114.06, expiring 03/18/2014. ti 91,4i t Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 09- 0319.06 Expiration Date: March 18, 2014 Approval Date: April 22, 2009 E -1 SE -3 0 A M SLIDI G G S DO'R 199" MAX. 6" MAX. DOOR WIDTH _ 2 ANCHORS HEAD /SILL CORNERS CLUSTER OF 6 AT INTERMEDIATE PLACES AT MTG. STILES 1 AND AT ENDS ' 2e • • • 21' MAX. VP. r t2 AT HEAD /SILL A 1 11 U tJ JJ'a 11 LLIJJJ ' I I; UJJJ.Y I I 11 ce .. O W -- -- PANEL HEIGHT 91 1/4' MAX. 0 0 — U aS o -1 J/ T ©- � Itl6 6 — 11 44 I I 3/4" MAX. 111 -TT 11 44 MAX. 11 I, 11'I 11 I I - D.L. CPC. SI' MAX. O.L .L O PG. PANEL WIDTH Sr MAX. ._ CLUSTER OF 3 DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART SHOWN ON SHEET 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED M DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT UMIIED 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. TYPICAL ELEVATION TESTED UNIT ITHESE COORS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT 4 AND REQUIRE NO SHUTTERS. NUM= RENEWED Bwim the Florida ilhalik Code rieeeptance N ad y Ilaistratioa Bate Wood Bade aNvkteR 0R. HJ.MAYGUN FAR000 STRUCTURES FLA PE 8 19557 CAN. 3538 MAR 1 0 Z009 0 418. cf200 steda- n 8 0 13 b M 0 5 5 A g So 8 S to 4 r' � =j drawing no. W03 -90 sheet 1 of 7 DESIGN LOAD CAPACITY - ?SF P NOIaNnIT. FT./IN. DOOR HEIGHT nix.. GLASS TYPE 'A' OR 'H' EXT. ( +) INT. (-) 2/6 3/0 3/6 4/0 4/6- 72.0 72.0 6/8 � 72.0 72.0 72.0 7Za2.0 n �,- 72.0 �`` a......... 72.0 3/0 3/6 4/0 6/0 72.0 F rzN 72.0 72.0 72.0 1 72.0 72.0 ' 72.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 o-- 1/4' HEAT STREN'D GLASS 120' INTERLAYER FILM UVEKOL U0. RESIN BY UCB CHEMICAL CORP. 1/4' HEAT STREN'O GLASS SIUCONE DOW CORNING 995 1/4' HEAT STREN'D GLASS 090' INTERLAYER FILM SOLITIA SAFLEX /KEEPSAFE 0A1GNU4 1/4' HEAT STREN'O GLASS SILICONE DOW CORNING 995 GLASS TYPE `B' GLAZING OPTIONS rli lUCTRENEW$D 5ieg Wuh the FbrM& Balks EsgrAsoe Da/9 00 00 oxo xxx APPROVED CO xxxx TIONS (NON - POCKETED 000RS) 01(03x0 XXXXXX 0. Il a p ' ONE PANEL TWO PANELS THREE PANELS TWO PANELS FOUR PANELS POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT POCKET LEFT AND RIGHT POCKET LEFT AND RCM APPROVED CONFIGURATIONS (POCKETED 000RS) 80 PANELS POCKET LEFT AND RIGHT drawing no. , W03 -90 (sheet 2 of 7 ) IN STAGGEREDCPARS SEE ELEV. FOR SPACING (A EXTERIOR wt II( it If 11 1Y, tl II II ti II It II �II1 il( I i Y 11 111 i CAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING 6 MOH STRENGTH GROUT TYPAL ANCHORS IN STAGGERED PARS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS IN STAGGERED PARS SEE ELEV. FOR SPACING 00D BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS GLAZING SYSTEM RANSFER THEM TO THE BUILDI1 TURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA, TAPCON BY 'ITN' (Fu>120 051. Fym92 K9) 1/4" DIA. ULTRACON BY 'ELCO' (F1=177 K9, F•155 K9) 1 INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASON C. OR MASONRY (GRADE 5 CRS) i 411. INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 K5I MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) RIb INTO MIAMI -DACE COUNTY APPROVED MULLIONS (MIN. 111K. _ .100") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. MACONCRETE O Y f'C. - 3000 MIN. SNRY fm 'e P61 P61 MIN. TYPICAL ANCHORS IN STAGGERED PARS SEE ELEV. FOR SPACING SE LANTS: FRAME AND PANEL CORNERS AT SILL AND JAMBS SEALED WEEPHOLES: W1 = (6) 1° WEEP NOTCH W2 = (6) 1" WEEP NOTCH Engr: OR. HUNAYOUN FART= STRUCTURES FLA. 50 B 18557 CAN. 3538 OAR 0 2009 • rnonuCT' Rage wen '611 OS CORIPIYOM with the Florida Oleffing, Code oraepoutot raptradowi _ MA'iT711-7o /t� AND INSTALLATION SCREWS WITH JOINT SEALANT. AT EACH END OF SILL AT EACH END OF SILL Lel 0 15 n tl 8 E2 u5 48 c4 in CI 8 drawing no. W03 -90J (sheet 3 of 7 ) drawing no. W03 -90} tsheet ¢ of FIXED CLIP (TOP) FIXED PANEL INSTALLATION DETAILS FIXED CUP (EOTT0■) 050 OR 0X0 REVERSE rn cr M XX. J 4 �Wla. =U o Q • m O tO EL t- 3z�a #14 X I -1/4' EMS MIIIMIIII=111111 II <== I FIXED CUP (EOTT0■) 050 OR 0X0 REVERSE rn cr M XX. J 4 �Wla. =U o Q • m O tO EL t- 3z�a #14 X I -1/4' EMS EXTERIOR drawing no. W03 -90 sheet 5 of 7 MIIIMIIII=111111 II ii) ii ill .,,,,k.,,,, i „,„ 1 Ag 3..., , h ...Q : . _,_ EXTERIOR drawing no. W03 -90 sheet 5 of 7 - .842 - SGG �� - -/ 1 �f NI 3 �� ZI t I �'� IN • ' `3 . a. 5.028 - .060 .125 - 4.417 3.147 1.462 1.462 1.600 - .072 1.375 1.375 II 1.598 ---- III- 1.596 FRAME HEAD SW- 27509 - 1.596 - L477 2.475 r AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306) 2648100 FAX. (306) 2824978 .750 1.744 3.000 .062 . 1.600 - .375 L 1 1°- r-1 3.000 1.407 FIX. PANEL STILE Cw 37637 FIX. PANEL CUP GW 37743 - 2.529 - STILE ADAPTER GM 37629 437 1.819 �t }a-t -q-7{ "'--"' _ .062 �t.581 -� -� 2.093 -- y .750 .045 1.000 p y I �\ y- I 1 375 4475 WALL ANGLE Tie-10BRACKET LENGTH > PANEL HT. 1.547 ! 4. .706 2.688 .070 3.248 -_� 1.367 1.367 -_C- DOOR FRAME JAMB Gw 34977 1000 /, PANEL GW .750 I- 1.000.. TOP RAIL 37632 - _I�1.095� TOP CLIP TN -110 t_ .-SERIES -370 ALUM. SLIDING GLASS DOOR (L.M.I.) TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL. (954) 781 -4430 FAX. (954) 781 -5078 4.000 2.080 REINFORCING BARS .758 1.162 .875 - 1.313 922 MALE BUTT - 2.562 STILE /LOCK STILE GW 37623 2.981 .e75 1.000 .750 109 - .062 1.387 4.893 1.3567 1] 4.873 .155 .522 2.230 WALL INTERLOCK TM -tos 2.782 floe PRODUCFRENEWED mmmplilrgmat& Fie** eCal° O �p ,0o 6(, Aseeptenee giv 3.157 Z.8a5 1.0013 2.762 .622 - description REV. PER BCC( COMMENTS F RN. PER RCCO COMMENTS ■ NO CHANGE THIS SHEET (PRATED FOR 2007 FRC 7 1 1.693 .090 -- 1.164 1.407 PANEL BOTTOM RAIL cw 37624 ) DMO MA/ i7/ DOOR FRAME JAMB cw -31772 P %q By PSN0.L�', 2.244 - .125 POCKET 2.230 MAJOR INTERLOCK /ASTRAGAL TM -108 .875 Al6a4amb 3.119 POCKET MINOR INTERLOCK TM -106 ■ E"•11111 ° �� 2.015 6-.140 .625 5.834 1.870 .140 2.500 2.564 6 % S. 33 3 _ I � .4 I f. Lwv 1.271 Engr OR H6TR180TURES FAROOO FLA. PE / 16537 CAN. 3538 MAR 1 0 2009 .687 MINOR INTERLOCK LENGTH .080 REINFORCEMENT TM -107 = PANEL HT. - 4.5- .L_. 3 s0o ff --i MAJOR INTERLOCK -. os5 REINFORCEMENT TM -109 drawing no. W03 -90 FRAME SILL TM -111 (sheet 6 of 7 ) PANEL TOP CORNER PANEL BOTTOM CORNER 1773M No. PART No. QUANTITY DESCRIPTION MATERIAL MANF. /SOPPLIER /REMARKS 1 SW -27509 1 FRAME HEAD (3 TRACKS) 6063 -16 XXX 2 TM -111 1 FRAME SILL (3 TRACKS) 6063 -T6 XXX 3 OW -31172 1 FRAME JAMB (3 TRACKS) 6063 -76 XXX 3A 017 34977 1 FRAME JAMB (2 TRACKS) 6063 -76 XXX 4 761-104 AS RE00.. WALL ANGLE BRACKET 6063 -T8 XXX 5 111-105 AS REQO. WALL INTERLOCK 8063 -16 XXX 6 CW -37532 1/ PANEL TOP RAIL 8063 -T6 XXX 7 OW -37624 1/ PANEL BOTTOM RAIL 6063 -16 XXX 8 161-106 AS RECO. POCKET MAJOR INTERLOCK 6063 -78 XXX 9 TM -106 AS READ. POCKET MINOR INTERLOCK 6063 -16 XXX 10 7M -107 1/ INTERLOCK MINOR INTERLOCK REINFORCEMENT 6063 -76 FULL LENGTH 11 111-109 1/ INTERLOCK MAJOR INTERLOCK REINFORCEMENT 6063 -16 FULL LENGTH 12 TM -110 7 TOP CUP, 9 -1/2' LONG 6063 -16 1 EACH ABOVE ALL INTERLOCKING & FEMALE STILES 13 GW 37637 AS RE00. FIXED PANEL STILE 8083 -T6 XXX 14 GW 37743 AS READ. FIX. PANEL CUP ALUMINUM XXX 15 GW -37823 AS REGD. MALE BUTT STILE 6063 -16 PANEL LOCK SIDES 16 GW -37629 AS RE00. STILE ADAPTER 6063 46 PANEL ASTRAGAL 20 4020 -PILE 1 ROW 'ULTRAFAB' FIN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS 21 4037 -PILE 2 ROWS 'ULTRAFAB' FIN SEAL WEATHERSTRIP WOOL INTERIOR INTERLOCK STILES /FRAME JAMBS 22 4020 -PRE 1 ROW 'ULTRAFAB' FIN SEAL WEATHERSTRIP W001. FRAME JAMBS/ASTRAGAL 23 XXX 1 AS RE05. 3/4 x 2 1/2' LG. SELF - ADHESIVE FIN SEAL PAD W XXX 24 XXX AS 6600 POLYURETHANE SEALANT FOAM ENOS /INTERLOCKS 25 DOW 995 AS REM) STRUCTURAL SIUCONE SILICONE PANELS 26 TM -36205 2/ PANEL TM TANDEM ROLLER ASSEMBLY ALUM /NYLON BOTTOM OF PANELS 27 TN -32476 2 TM LATCH ASSEMBLY ALUM/VINYL MALE ASTRAGAL, 28 TM -32424 2 TM KEEPER ALUMINUM FEMALE ASTRAGAL 29 XXX 2 /LATCH 110 X 2' OH. M5., ASSEMBLY SCREW STEEL LATCH ASSY. 30 XXX 2 /KEEPER #10 x 1/2' TR. HD. KEEPER INST. SCREW STEEL FEMALE ASTRAGAL ' 31 700* 8 /PANEL $10 x 1' PH. SMS. PANEL ASSY• SCREW STEEL PANEL CORNERS 33 XXX 2 /CUP #10 x 1' PH. 5M5. TOP CUP INST. SCREW STEEL HEAD INTERLOCKS 34 XXX AS REOD. 1' X 1' REINFORCING BAR STEEL AT FIX, -PANEL STILE 35 XXX AS REGO. 3/8' X 1' REINFORCING BAR STEEL AT FIX. PANEL STILE Env OR. HONA1009 FAFR100 STRUCTURES RA. PE d 18557 C.A.N. 3538 MAR 1 U 2009 UCr RENEWED Mc0ipIy1Kp with we M arl& eldttiag Cads Rateeptante XERIradaa Nooflm/42 9 4y a. U a: z 60 N A g C a Qpp0 V8 4 °o 8 3 0x 91 drawing no. W03-90 sheet 7 JILL) Miami.Dade County - Permitting, Environment & Regulatory Affairs - http:/ /www.miamidade.gov/building/pc- result app.asp ?fldNOA= 09 -... Product Information for N.O.A. 09 -0604.24 NOA File Classification Category Subcategory Material Applicant File Status Expiration Date Impact Rate Maximum Design Maximum Design_ Description Page Last Edited: Fri Feb 10, 201212:51:52 PM 0s -c,2a High velocity hurricane zone Windows Double Hung - Single Hung Aluminum TM. Windows LLC File Approved July /5/2012 Large and Small Missile Impact ressure_Positive 80 ressure_Negative 115 Series 605 Single Hung 1 uminum Window (reinforced) O 2011 Miami -Dade County. All rights reserved. ® 2011 Miami -Dade County. All rights reserved. 1 of 1 2/15/2012 3:46 PM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 D ounty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration Division (In Miami Dade County) and/or the have this product or material the accepted manner, the m revoke, modify, or suspend th to revoke this acceptance, if it fails to meet the requ it This product is approved as A 'th the Florida Building Code, including the High Velocity • A . - m ar .. ted below. The Miami -Dade County Product Control Miami Dade County) reserve the right to 's product or material fails to perform in ing and the AHJ may immediately diction. BORA reserves the right ontrol Division that this product or tested for q assurance purposes. If manufacture ill incur the expense of such e use such product or material within their t is ermined by Miami -Dade County Product ents of the applicable building code. cribed herein, and has been designed to comply urricane Zone. - DESCRIPTION: Series APPROVAL DOC sheets 1 through 8 of 8, and sealed by Arshad Vi Notice of Acceptance nu `605 " Single Hung Aluminum Window (reinforced NT: Drawing No. W06 -34., titled "Series 605 Alumin prepared by Al- Farooq Corp., dated 04 -24 -06 and last r ar, P.E., bearing the Miami -Dade County Product Co Aber and expiration date by the Miami -Dade County MISSILE IMPACT RA Limitation: 1. Exception: Glass type 2. Units installed with Fin- 1 G: Large and Small Missile Impact Resist sheet 4) is not approved for Small M. AI , , 1 t are limited to max Dp = + AA t iu Single Hung WDW.(LMI) ", ed on Aug. 12, 2009, signed of Revision stamp with the roduct Control Division. ile Impact Rating 1.0 psf. RENEWAL of this NOA shall be corm, - application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA i displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the man cturer or its distributors and shall be available for inspection at the job site at the request of the Building • cial. This NOA revises NOA # 07- 0404.04 (06- 0614.04) consists of this page 1 and e dence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAM1.DADE COUNTY APPROVED NOA No - 0604.24 Expiration Date: July ; •, 2012 A proval Date: September 0 2009 ge 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 07- 0404.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW (LM1)" sheets 1 through 8 of 8, prepared by A1- Farooq Corp., dated 04 -24 -06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) 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. FTL -5439 dated 12 -10 -07 and • FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 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 3. along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24 -03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmund() Largaespada, P.E. 4. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. CALCULATIONS 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Vigar, P.E 2. Glazing Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia for "Saflex IIIG clear & color interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 07- 1116.11 issued to SAP- Glass, LLC for "SAF -GLAS polycarbonate laminate ", expiring on 12/16/2012. 3. Notice of Acceptance No. 09- 0310.02 (Former NOA# 03- 1123.04, Surface Specialties Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010. STATEMENTS 1. Statement letters of Compliance and "no financial interest", both dated 05/28/9, signed and sealed by Arshad Viqar, P.E. 2. Statement of Lab compliance letter, part of test reports. OTHER 1. 2. F. G. This NOA revises NOA # 07- 0404.04 (06- 0614.04), expired on July 05, 2012. Test proposal # 07 -3765 approved by BCCO dated Feb. 06, 2007. 104,4 1 01414_ Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09 -0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 E -1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUIIERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES 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 PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MUNONS (SURFACE APPLIED) MAY BE USED 53 1/8" WINDOW MOTH 5 1/2" MAX. HEAD /SILL CORNERS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL STALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 53 I/8" WINDOW 510114 48 1/4° O.L. OPG. W. (FIXED) 21" MAX. '' At HEAD /SILL it i //, 1 � i // i I I 1 t I I I i 1 I C1 II 1 i! 1 It I II 1 / II 1 II II ; / II 11 47 3/4' 5 1/2" MAX. HEAD /SILL CORNERS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL STALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 53 I/8" WINDOW 510114 48 1/4° O.L. OPG. W. (FIXED) 21" MAX. '' At HEAD /SILL i //, 1 � i // i I I 1 t I I I i 1 I C1 II 1 i! 1 It I II 1 / II 1 II II ; / II 11 47 3/4' rffT N `I� 1J 1/2" MAX. HEAD /SAL CORNERS PRODUCT REVISED D.L OPG. (VENT) as co pplyiag With the Holds BoldhgCv& 50 1/8" Asaeea No VENT WIDTH Expiration Date TYPICAL ELEVATION Prided Carat' WITH OPTIONAL FIN _1116640 EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) D.LO. WIDTH (FIXED) WINDOW WIDTH — 4.875° D.L.O. WIDTH (VENT) WINDOW WIDTH — 5.375° D.L.O. HEIGHT WINDOW HEIGHT /2 — 4.5° LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engn ARSHAO NOM DIAL FLA PE 8 38863 C.A.N. 3538 AUG 1 2 2089 ( !-1 3 LJ 0 drawing no. W06-34 sheet 1 of 8 ) DESIGN LOAD CAPACITY - PSF (WITR ALUMINUM REINFORCING) WINDOW DIMS. CLASS TYPE 'B' GIASS TYPE 'C' GLASS TYPES 'D' & 'E' GLASS TYPE '4" GLASS TYPE 'G' GLASS TYPE 'R GLASS TYPE 'I' GLASS TYPE 'Y =AR000 CORPORATION IEERS & PRODUCT DEVELOPMENT S.W. 87 AVE 1, FLORIDA 33174 OS) 284-8100 FAX. (305) 46248978 COMP- ANL \W06 WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) INT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( -) 19-1/8" 26 -1/2' 37' 53-1 8' 28, (4) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 fa) _06 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 a. 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 . 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 IN „jilt, 80.0 )70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' 53-1/8" 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4) 80.0 80.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1.811MICT REVISED d w(dt the F Nor,9 -0 Z�L Daae.7at � (C,^C 1.1. i L rri 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26 -1/2. 37" 53 -1/8' 50 -5 /8" (5) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8' 26 -1/2" 37' 53-1/8' 56-5/8' (6) 80.0 90.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 804 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Il 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 (SERIES 605 ALUMINUM SINGLE HUNG WOW. (LM.I.)J1 TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 804 19 -1 /8' 26 -1/2' 37' 53 -1/8" 83" (6) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8" 28 -1 /2" 37' 53 -1/8' 72, (7) 80.0 80.0 70.0 70.0 61.0 81.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 19 -1/8' 26-1/2" 37' 53 -1 /8" 76 -3/4, (7) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 �.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 51.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 51.0 61.0 - - 77.6 77.6 80.0 80.0 74.5 74.5 80.0 80.0 24" 30' 36" 42" 48' 54' fig) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 , 70.0 70.0 61.0 61.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 O��l Lh aY4l . NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Ei 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 description j^ REV. PER ScCO camo TS 8 g ii 4 I4R 2 8 g g. qg 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30' 36" 42' 48' 54' �) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 30' 36' 42" 49' 54' 72, (7) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 d `= d S 8 $ - - u 80.0 80.0 70.0 70.0 81.0 _ 61.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 � � a < I Nc m a o - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 v }' 2�_ ti - - - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 76.8 76.8 78.4 78.4 r ago 61046 ciw. FCA. PE 38863 GAN. ss AUG 1 2 2009 24' 30' 38' 42' 48' 84" (8) 80.0 80.0 70.0 70.0 61.0 61.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 81.0 61.0 _ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 81.0 61.0 - - 80.0 80.0 80.0 80.0 B0.0 80.0 804 80.0 - - - - 61.0 61.0 - - 80.0 80.0 I - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.5 80.0 77.5 80.0 80.0 804 80.0 drawing 90. W06 -34 () NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB (sheet 2 of 8 ) DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. GLASS TYPE 'Er GLASS TYPE 'F' 9701)1 HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19-1/8" 80.0 99.3 80.0 115.0 26 -1/2' 26, 80.0 99.3 80.0 115.0 37" (4) 80.0 99.3 80.0 115.0 53 -1/8" 80.0 99.3 80.0 115.0 19 -1/8" 80.0 99.3 80.0 115.0 26 -1/2" 38 -3/8' 80.0 99.3 80.0 115.0 37' (4) 80.0 99.3 80.0 115.0 53 -1/8" 80.0 99.3 80.0 115.0 19 -1/8' 80.0 99.3 80.0 115.0 26 -1/2" 50-5 /8" 80.0 99.3 80.0 115.0 37" (5) 80.0 99.3 80.0 115.0 53 -1/8" 80.0 99.3 80.0 115.0 19 -1/8' 80.0 99.3 80.0 115.0 28-1/2" 58 -5/8" 80.0 99.3 80.0 115.0 37" (6) 80.0 99.3 80.0 115.0 53 -1/8" - - 80.0 115.0 19 -1/8" 80.0 99.3 80.0 115.0 26 -1/2" 63" 90.0 99.3 80.0 115.0 37' (6) 80.0 99.3 80.0 115.0 53 -1/8° - - 80.0 115.0 19 -1/8" 80.0 99.3 80.0 115.0 26 -1/2" 72 80.0 99.3 80.0 115.0 37" (7) 80.0 99.3 80.0 115.0 19 -1/9" 80.0 99.3 80.0 115.0 26-1 /2' 78 -3/4" 80.0 99.3 60.0 115.0 37' (7) 80.0 99.3 80.0 115.0 24' 80.0 99.3 80.0 115.0 30" 80.0 99.3 80.0 115.0 36" 80.0 99.3 80.0 115.0 42" 48, (5) 80.0 99.3 80.0 115.0 48" 80.0 99.3 80.0 115.0 54" 80.0 99.3 80.0 115.0 24" 80.0 99.3 80.0 115.0 30' 80.0 99.3 80.0 115.0 39' 80.0 99.3 80.0 115.0 42" 60" (6) 80.0 99.3 80.0 115.0 48' 80.0 99.3 80.0 115.0 54° - - 80.0 115.0 24" 80.0 99.3 80.0 115.0 30" 72" 80.0 99.3 80.0 115.0 36' (7) 80.0 99.3 80.0 115.0 42" - - 80.0 115.0 24' 84" 80.0 99.3 80.0 115.0 30° (8) 80.0 99.3 80.0 115.0 ( ) NO. N PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB Pi® R W1. swats Cade zaD 2V j .CGW Praia patio NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 Engr: MSHAD NOM CIVIL FLA. PE /3886.1 CAN. 3538 AUG 1 2 2009 c4 iA c 9 m v 8 cc 6 drawing no. W06 -34 (sheet 3 of 8 3 1/8" ANN. GLASS .015" URETHANE ADHESIVE .070" INTERLAYER 'SAF -GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE 1/8" ANN. GLASS SILICONE DOW CORNING 995 1/8° ANN. CLASS .090" INTERLAYER SAFLEX WG PVB BY SOLUTIA 1/8" ANN. GLASS SILICONE GE RGS7700 GLASS TYPE 'G' 5 t1 m O 5 1/8" ANN. GLASS .120" INTERLAYER UVEKOL -LIO RESIN 1 /8" ANN. GLASS SILICONE DOW CORNING 995 6 GLASS TYPE 'C' 1 /8" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX IIIG PVB BY SOLUTIA 1/8" HEAT STREN'D GLASS SILICONE GE RGS7700 mrT, GLASS TYPE 'W to 3/16" ANN, GLASS .120" INTERLAYER UVEKOL -U0 RESIN 3/16" ANN. GLASS SILICONE DOW CORNING 995 GLASS TYPE '0' 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX II10 PVB BY ' SOLUTIA' 1/8" ANN. GLASS SIUCONE GE RG57700 17, GLASS TYPE THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT OUALIFIEO FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS 'F vl 3/16" ANN. GLASS 090" INTERLAYER SAFLEX IIIG PVB BY SOLUTIA 3/16" ANN. GLASS SILICONE DOW CORNING 995 GLASS TYPE 'E' 1/8" TEMP. CLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX IIG PV8 BY ' SOLUTIA' 1/8" HEAT STREN'D GLASS SILICONE GE RGS7700 GLASS TYPE 'J' 3/16° HEAT STREN'D GLASS 120" INTERLAYER INEKOL -U0 RESIN 3/16° HEAT STREAM GLASS SILICONE DOW CORNING 995 GLASS TYPE 'F' ritesucr wow avkathila▪ C▪ ad▪ eam, 0271W -IZ X4-44415.441 Bt CO Env: ARSHAO VIOAR CM. RA PE ! 38657 CAN 3538 6 AUG 1 2 2009 V' In 3 ppm bi II 01 1171 X 03 7 gM� • fa W L� =U a m Z ° Z � vac' a m va 8 J H drawing no. W06 -34 sheet 4 of 8 'TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY TM WINDOW 1 FIT W000 BUGK _TYPICAL ANCHORS \ SEE ELEV. FOR SPACING �1 METAL STRUCTURE MNW -OADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA °a ° TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 'a X W. . :LICKS AND METAL UST SUSTAIN LOADS IMPOSED AND I; A OPTIONAL TO SPRING LATCH OPTIONAL TO SPRING LATCH REINFORCING SEE SHEETS02 & ONS RENFORCING OPTIONS SEE SHEETS 2 & 3 REINFORCING OPTIONS SEE SHEETS 2 & 3 REINFORCING OPTIONS SEE SHEETS 2 & 3 Gas Ns 1uTe firf.yo 7i2- IT TYPICAL ANCHORS: SEE ELEV. F SPACING 1/4" TAPCONS BY 'ELCO` (Fu -120 KSI. Fy -92 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTU 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CO. MASONRY 1 -1/4" MIN o_ ` 0 CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUM TO BE PLATED OR PAINTED) $12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE re = 3000 PSI MIN. C -90 HOLLOW /F1LLED BLOCK Pm m 2000 PSI MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. ALTERNATE FRAME SIL? WEEPHOLES: W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH ENO OF EXTERIOR LEG Env ARSMD VICAR CIVIL FIA. PE g 38883 CAN. 3538 1 0 a 0 0 B 0 0 0 0 8 ° s , " 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FUR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.) AUG 1 2 2009 1 droving no W06 -34 (sheet 5 of 8 ) 1/4" MAX. 1/4" MAX. SHWS METAL STRUCTURE TYPICAL ANCHOR: SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR O.L. OPG. (FIXED) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. 1/4" SHIM FRAME WITH FIN OPTION ITEM PART 8 QTY. DESCRIPTION MATERIAL MANE ./SUPPLIER /RENAR76 1 011 -36763 1 FRAME HEAD 6063 -T6 - 2 0W -37731 1 FRAME SILL (4" HIGH) 6063 -76 - 28 66 -3608 1 FRAME SILL (3" HIGH) 6083 -T6 - a 3 091-31445 2 FRAME .18116 6083 -16 - 4 GW -36708 1 MEETING RAIL 6083 -18 - 5 5W -36665 1 VENT TOP RAIL. 6063 -T6 - 6 016 -37730 1 VENT BOTTOM RAIL. (4" SILL) 6063 -T6 - 8A 516 -37559 1 VENT 6011014 RAIL (3" SILL) 6063 -16 - 7 016-31134 2 VENT .18518 9111.6 6083 -76 - 8 0W -31470 2 VENT STOP 6063 -15 - 9 19 -56 4/96141 GLAZING BEAD 91601.E 6063 -15 - 9A 151 -123 4/6ENT 01821110 6080 6063-15 - 96 114 -170 4/VENT 51821115 6680 6063 -16 - 9C TM -181 4/VENT 51.821140 8660 (INSUL. LAM. 01995) 8063 -16 - 10 88 X 1/2" 12/VENT GLAZING ANGLE SCREWS STEEL PH 5145 11 4037 (1) STRIP FN SEAL WEAT8.90 HIP - MTC.RNL/FRAME SILL 12 2240 (1) STRIP FIN 5691. WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2 "x7/8 "x3/4" FINSEAL PAD - FRAME 5111. 0096695 15 - 2/VENT LATCH LOCK AT 5" FROM ENDS CAST VENT TOP 15A 114 -1188. 2/96141 SPRING LOADED EGRESS L009 6063 -16 VENT BOTTOM SAIL. 16 - 4/VENT VENT 5180E NYLON VENT NT. 00911695 17 - 2/90141 CQDWELL SPIRAL BALANCES - AT FRAME .185185 18 WV6-9302 2/VENT 891.8115E COVER 1.11471. FRAME HEAD /JAMBS 19 1469 2/96147 CALOWELL 6918110E CUP - VENT BOTT. CORNERS 20 - 2 812 x 3/4" P.H. 5115 STEEL (1) AT EACH 841.8110E 21 - 8 812 x 1" P.H. 5145 STEEL FRAME CORNERS 22 - 8 #10 x 1" P.H. 9515 51061. VENT CORNERS 23 - 4 88 x 3/4" F.H. SUS. STEEL (2) AT 68011 181511 24 - 4 86 x 3/8" F.H. 5165. STEEL AT 68. PLASTIC 5016 25 - 1 1x1 3 /16x3 /4x1 /8" CHANNEL STEEL AT VENT 10P 28 - 2 1x1/4 THX.x4" LONG BAR 91AW. (1)AT EA MTG. RAIL 6140 27 - 1 1 /2xIx1 /2x1/8" CHANNEL STEEL AT MEETING RAIL. 28 114 -161 2 FIN TRIM FOR JAMBS 6063 -16 - 29 114 -163 1 FIN TRW FOR HEAD 6063 -16 - 30 114 -164 1 FIN 19151 FOR 50.1. 6063 -18 - 31 114 -179 1 1410. RAIL REINFORCING CHANNEL 6083 -15 AT MEETING RAIL 32 "751 -178 1 TOP RA1I. REINFORCING CHANNEL 6063 -15 AT VENT TOP TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR AUG 1 2 2009 (sheet 6 of 8 ) I--l425_1 i I .125 .a36 I • g0�- 8 .500 �� •.osz / �W 1'. e, 5 z.soo .062 - 3.716 3.042 .81417 1.440 Lraj •soo AL- FAROOQ CORPORATION ENGINEERS d PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (308) 2848100 FAX (308) 2826878 .062 .082 1.500 `2� 1.000 _� 1.000 Jt 1.0924 3.089 26 i� .25 MTG. RAIL REINFORCINGS STEEL 11I' .f 2S--i I 0 MTG. RAIL REINFORCINGS ALUMINUM 330 0 .045 .622 .500 -� .405 p' I 1.40fi 1.030 3.166 o FRAME HEAD 1.925 3.097 29 NAIL FIN (HEAD) 1.000 I 2.375 0 FRAME JAMB 1.000 1.250 - - .040 -�- .602 385 . .562 3.340 C .938• 1.187 LS r ii. 1.188 _ 6� 2.,� - A52 .062 t 1.500 s 750 l,_�, �- 7 1.688 .082 2.190 (SERIES 605 ALUMINUM SINGLE HUNG WOW. (L.M.I) TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (854) 781 -5078 KCMG 98 .923 .125 TOP ALUMMIINUM 1.375 0 TOP RAI REINFORCING 0 VENT STOP Q FIXED MEETING RAIL 2.500 NAIL FIN (JAMB) 1.188 3.199 pSBBUCT ROMEO � iogwil6 th.... /krill Noj9 jG ZOi Llitriulpiii.sagikit. .183 1.375 - L� '�2 3.277 O9C .;0 .040 - .052 I IFS GLAZING -f 923 BEADS 1 ! 1.374 .062 - 1.324 - 2.500 1.214 1.750 2.250 999 1.389 O 1.000 .41 .888 I- Qi SASH SIDE RAIL - ® LATCH LOCK description NO CHANCE THIS SHEET _ �I REV. PER BCCO COMMENTS d a 0 °� 5 VENT TOP RAIL O NAS. FIN (SILL) ..-2.202- 3.245 •x.997-1 3.245 - .062 - f I 3.812 3.927 „a ± 1• .• 2.202 - .997 - 3. •�-- .884 .062 i I m aS, C ;nad�5 S ..$ S 4 4 4.347 .082 3.439 4.312 -� .684 2.939 - 3.359 - .082 2.830 1-•` c a m u .--. 0 ■ $ �. - - �, �� =IL �� CC� A7.- X538 63 Cf ` AUG 1 2 2009 I- 0 p -.IJI� VENT BOTTOM RAILS 1.375 --7 0 0 3.141 NOTE: EITHER 581 CAN 60 115ED 3.141 '•.s• drawing no. W06 -34 (sheet 7 of 8 VENT BOTTOM CORNER FRAME BOTTOM CORNFR drowing no. WO6 -34 Miami -Dade County - Permitting, Environment & Regulatory Affairs - http:/ /www.miamidade.gov/building/pc- result app.asp ?fldNOA= 09 -... f Product Information for N.O.A. 09- 1110.02 NOA File Classification High veto hurricane zone Category Wi ncloWs Subcategory / SGtling Material i Aluminum Applicant T.M. Windows LLC File Status File Approved Expiration Date May /13/2014 Impact Rate Large and Small Missile Inv. -ct Maximum mDesign P- ress re Positive 90 Maximum mDesign P- ressu e_Negative 130 Description Series 805 Aluminum rizontal Rolling Window - L.M.I. Page Last Edited: Fri Feb 10, 201212:51:52 PM 09- 1110.N © 2011 MUarrd -Dade County. All rights reserved. © 2011 Mara -Dade County. All rights reserved. 1 of 1 2/15/2012 3:50 PM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window, LLC 601 NW 121h 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 (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 AIIJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or s d the use of such product or material within their jurisdiction. BORA reserves the right to revoke a is acc = Product Control Division that this product r material building code. This product is approved d Code, including the High DESCRIPTION: Seri 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.maimidade.Gov/buildingcode APPROVAL DOC (L.M.I.) ", sheets 1 Al Farooq Corpo ti fr: ice, if it is determined by Miami -Dade County fails • meet the requirements of the applicable as bed herein, and has been • sign i' to comply with the Florida Building V % ocity Hurricane Zone, 805 Aluminum Horizontal Rolling Wind NT: Drawing No. W08 -81, titled "Series 8 ugh 7 of 7, dated 09/19/08 with the latest revis on, signed and sealed by Javad Ahmad, P. E., be Control Revision stamp with the Notice of Acceptance number and County Product MISSILE I LIMITATIO LABELING: following state RENEWAL of no change in the applicable bu r% ontrol Division. ACT RATING: Large and Small Missile Im G1ass Type "E ": The MaximumDesign h unit shall bear m • "Miami Dad this shall be w - L.M.I. + 5 Alum. Horizontal Rolling Wdw. "•n "B" dated 02/10/10, prepared by g the Miami Dade County Product piration date by the Miami-Dade et Resistant ' of± 79.0 psf for Metallic Sweep Latches. a permanent label wi e manufacturer's name or logo, city, state and e County Product trol Approved", unless otherwise noted herein. conside er a renewal application has been filed and there has been g 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 NOA No. 09- 0105.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. lio ✓ 2.1fAto NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 Page 1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81, Sheets 1 through 7 of 7, dated 09/1 9 /08 with the latest revision "B" dated 02/10/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 3. 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 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 4. 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 aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) Jaime D. Gascon, ' , E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by AI-Farooq Corporation, dated 10/01/09, signed and sealed by Arshad Vigor, 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. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 04 /02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated February 25, 2010, signed and sealed by Javad Ahmed, P. E. 2. Statement letter of conformance and no financial interest, dated September 25, 2009, signed and sealed by Arshad Vigar, P. E. 3. Laboratory compliance letter for Test Report No. 1?TL-5945, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2009, signed and sealed by Julio E. Gonzalez, P. E E -2 Jaime D. Canon, P. E. Chief, Product Control Division NOA No. 09-1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. 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. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09-0105.02) 6. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Bdmundo Largaespada, P. E. (Submitted under previous NOA No 04- 0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement -- L.M.I., approved on 03/04/09 and expiring on 05/13/14. E -3 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 3/18" ANN. GLASS .090. INTERLAYER SAFLEX 1110 BY SOLUTIA 3/16" ANN. GLASS SIUCONE GE RGS7700 DOW CORNING 995 5 3/18' HEAT hIHLN'D GLASS .120" INTERLAYER UVEKOL —UQ RESIN BY 'SURFACE SPECIALTIES INC.' 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY DUPONT 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 3/16" HEAT STREMO GLASS SIUCONE GE RGS7700 DOW CORNING 995 88 1/2" OVERALL GLASS TYPE 'C' m 7/16" OVERALL GLASS TYPE 'B' 3/16" ANN. GLASS .120" 1NTERLAYER UVEKOL -1.0 RESIN BY 'SURFACE SPECIALTIES INC.' 3/18' ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 1/2" OVERALL GLASS TYPE 'D' GLAZING OPTION$ SERIES 805 ALUMINUM HORIZONTAL ROILING WDW. 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 MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090' INTERLAYER SAFLEX 1110 PVB BY 'SOLUTIA' 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 11/16" OVERALL INSUL. GLASS TYPE 'E' FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 74' MAX. WINDOW WIDTH 9 3/8" MAX. HEAD 3" SILL o - — PSF SMALLER GLASS TYPE 'A' .-_,.....,....-4,,..= I - -- i II 11 j 11 Pl �1 / I f ?F -- 1 k1 ,I II ,, I it ,I II _ = i1= =� -__= 1' ' -- ___ m 11 N I II ,I 11 u I. �I O o !I II EXT.(+) I TNT.( —) '• .( +) INT.( —) EXT.(+) 1NT.(—) 6" MAX. HEAD /SILL CORNERS MAXIMUM DESIGN FOR SIZES Au u.K uA `311.155 LOAD RATING SHOWN ABOVE OR — PSF SMALLER GLASS TYPE 'A' LASS TYPE 'B' CLASS TYPE 'C' 01449 TYPE 'D GLASS TYPE 'E' EXT.(+) I TNT.( —) '• .( +) INT.( —) EXT.(+) 1NT.(—) EXT.( +) 1NT.( —) EXT.(+) 1NT.(—) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SH•. ∎.. - ARE FOR WINDOW :, .1: SWEEP LATCHES uMIT MAX. VENTS WITH SPRING LOADED ALUMINUM LATCHES. LOADS TO *80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMNED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5— DEC -219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. En9r JAVAD AF91AD CIVIL FLA. PE 1 70592 CAN. 3838 FEB 19 2010 0 O U 8 5 2 O a a 5 8 S 0 c E m 8 8 1 drawing no. W08 -81 sheet 1 of 7 FALSE WARNS (SURFACE APPUED) MAY BE USED 111' MAX. WINDOW WIDTH 10 1/4" MAX. 3• HEAD \SILL - - AT FIX. UTE O 1_, I 1 1 1 1 1 111 1 1 I 32 7/8" 11 I I 33 1/2" J 0 9 3/8° MAX. HEAD \SIL AT VENT 11 11 11 II 32 7/8" D.L OPG. 37 5/8° VENT WIDTH D.L. OPG. 37 5/8° 9" MAX. HEAD /SRL CORNERS VENT WIDTH AUA SILL'S MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE '8' EXT.(+) INT.( -) EXT.( +) TNT.( -) EXT.(+) TNT.( -) EXT.(+) INT.( -) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS FOR METALLIC SWEEP LATCHES LOAIT MAX. WITH SPRING LOADED ALUM LATCHES. LOADS TO *80.0 PSF ADOL ANCHOR REOD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU W000 BUCKS INTO MASONRY FALSE MUNIINS (SURFACE APPLIED) MAY BE USED 111° MAX. WINDOW WIDTH 14 7/8" MAX. 9EAD �1 sIu. 3" 0 0 TYPICAL ELEVATIONS 11 - Ir I of .J 1 ir- 11 I, I I 4 I 11 11 I I II t I 1 1 1 1 1 24 5/8" 50' MAX. 24 5/8° D.L OPG. DL OPG. D.L. OPG. 29 1/4* 29 1/4° VENT 910TH 6' MAX. HEAD /SILL CORNERS XOX I8ES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES .SHOWN ABOVE OR SMALLER GId55 TYPE 'A' GUMS TYPE '8' EXT.( +) 1NT.( -) EXT.( +) 1 NT.( -) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LIIP MAX. LOADS TO ±80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engr..IAVAD MACAO OWL R.A. PE 11 70592 CAN. 3679 Cr��1`CG i cr 2O1O VENT WIDTH PRODUCT REVISED es atetplying with the Flodde With* Cede A95pa= CD ` • 02, CO o. 0 {�y 9 1 drawing no. W08 -81 (sheet 2 of 7 ISY WOOD BUCK ad a TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ea $10 X 3 /e' PH SMS 2 PER CLIP a 1 MIAMI —DARE COUNTY —APPROVED 1 MULLION & MULLION ANCHORS 11 SEE SEPARATE NOA I 1/B' 7 h 1-1. I 4" LONG WWII LOAD CUP SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES; WI = 1 -1/4" X 1/4° WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8° FROM EACH END AND AT MIDSPAN W2 1 -1/4' X 1/4' WEEPHOLES AT 4 -7/8° FROM EACH END AND AT MIDSPAN W3 = 2° LONG WEEP NOTCH AT EACH END W4 = 1° LONG WEEP NOTCH AT 32" FROM EACH END 2' LONG SILL CLIP ADAPTER TYPICAL ANCHORS SEE ELEV, FOR SPACING WOOD BU a� + RE NOT BY TM WINDOWS MUST + � LOADS IMPOSED 8 ' &' NG SYSTEM TRANSFER THEM TO THE BUILDING ': UCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SP, ', G 1 /4" OIA. ULTRACON BY 'FT CO' (Fu =177 • s, Fy=1ss 051) INTO 2BY WOOD BUCKS OR WOOD -rCTURES 1 -1/2° MIN. PENETRATION INTO OR MASONRY NRY 1 -1/4° MI 0 CONC. OR MASONRY -5/8° MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF ORILUNG SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 0.105" MW. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 614 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED SPACE R PAINTED) NS (MIN. THK. = 1/81 TYPICAL EOGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMS ('e = 3000 P51 MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 P51 MIN. Engr: JAVAD AHAIAD CIY FIA. PE #:7_0592 C.A.N. S93B PRODUCT R:: S.7.0 as eesspIying with iHe F1ALid9 Q ANO TYPICAL ANCHORS SEE ELEV. FOR SPACING 7 TYPICAL ANCHORS 3 PER CUP 94- 9 NW C:e drawing no. W08 -81 sheet 3 of 7 i /4• SHIM t /a' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY %OD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XO LAYOUT DX OPPOSITE I/4' SHIM 1/4• MAX. VENT WIDTH SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING LRAM-DADE COUNTY APPR.D MULLION SEE SEPARATE NOA r- VENTS WITH SPRING LOADED LATCHES EXTERIOR drawing no. W08 -81 (sheet 4 of 7 MAX. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING tBY W OD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIND -DADE COUNTY APPR.D MULLION SEE SEPARATE NOA VENTS WITH SWEEP LATCHES Engr: JAVAD AHMAD aw FIA,. PE t5318592 CAN. 18 942 -a UCCRE'JtSED orAplying wuhtoe Vie ids Ne.ditg Cods Acceptance NoID WINDOW WIDTH EXTERIOR WINDOW WIDTH 1 9 2010 ¢� Q ing 110 W08 -81 (sheet 5 of 7 FRAME HEN) TOP & BOTTOM RAIL ,.Goo r (J I1 I'. -- 50 (J —.1 WIND LOAD CUP SILL TRACK JAMB STILE .125 —I +5 MTG. STILE REINF. .500 A___C 107 1.000 .125 16 FIX. STILE REINF. 1.296 .849 MEETING STILE 1.235 .062 12 VENT LATCH PTEM PART 1 BUANTLTY DESCU IYIION 6 818RIAL MANF. /SUPPUSII /5EKA35S 1 TM -130 1 FRAME HEAD 6063 -76 - 2 TAI-1338 1 FRAME SILL BASE 9063 -78 - 3 71A-134 1 FRAME SILL TOP 8063 -16 - 4 7Y -132 AS REDD. FRAME JAMB - VENT 6063 -16 - 5 111-1318 AS REOD. FRAME JAMB - FIXED 8063 -76 - 9 061-138 2/ VENT TOP AND BOTTOM RAIL 6063 -T8 - , 114-139 1/ VENT JAMB SIRE 6063 -16 - 8 TM -140 1/ VENT MEETING STILE 6063 -76 - 9 7M -137 1/ VENT 0XED STILE (SPRING LOADED LATCH) 6063 -16 - 9A 111-1376 1/ VENT FIXED STILE (SWEEP LATCH) 6083 -T6 - 10 TM -136 1 SILL TRACY INSERT 6063 -16 - 11 711-138 1 581 CUP AOIPTER, 12" LONG 6063 -T6 AT 3370. STILE LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT LATCH. 3 -1/8" LONG 6083 -16 AT MID SPAN 12A - 1/ VENT METAWC SWEEP LATCH - AT MID SPAN 128 18 X 3/4° 2 /LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -1418 AS R000. GLAZING BEAD (LAMINATED CLASS) 6063 -76 - 138 T1A-181 AS REDO. GLAZNG BEAD (INSTIL 1833. GLASS) 6063 -76 - 14 TM -154 AS REVD. WIND LOAD CUP, 4' LONG 6063 -76 - 15 - 1/ STILE MEETING STILE REINFORCING 6063 -16 - 18 - 2/ 5111.E FIXED SRLE REINFORCING 8083 -78 - 17 W31225 AS RE00. FN SEAL *"STRIPPING (.270" X .220° H!GH) WOOL - 18 W43371 AS REOD. RN SEAL WJIItuMNG (.187" X .370' HIGH) WOOL - 19 W43201 AS REOD. FN SEAL *STRIPPING (.187' X .200" 1609) WOOL - ZO P5043 - ADHESIVE BACK CLOSED CELL. FOAM - 7/8" X 1/2" X 1 -7/16" LONG 21 - 2/ VENT VENT ROLLER HOUSING & GLADE PLASTIC AT EACH ENO 22 - - VENT ROLLER /WHEEL BRASS - 23 B12 X 1" 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILLIPS SMS 24 110 X 1" 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS US 25 - 1/ LATCH VENT LATCH SPRING 5T. STEEL - 26 *31175 AS REO). FN SEAL WSIRIPPING (.187" X .175' HIGH) WOOL - 27 TM -151 1 SILL 815E7 6063 -T6 - Q FIXED STILE (SPRING LATCH) FIXED STILE (SWEEP LATCH) 13 GLAZING BEAD (LAM. GLASS) .875 L O FRAME JAMB - FIXED 0 SILL RISER .183 .040 .500 923 G) GLAZING BEAD (NSUL LAM. GLASS) Engn JAVAD AHEAD CNIL FLA. PE A 70592 C.A.N. 3538 cE81 9 2010 tor 01 N co to y", M • Nn .• J LL 6= CI 1 0 ^133 ZW ta v 0 n u� 9 o$ vg 0 C 0 1 1 0 8 drawing no. W08 -81 (sheet 6 of 7 sheet 7 of 7 ) (2) 112 z 1 1/4' PH. SUS. ASSEMBLY SCREWS ASSEMBLY SCREWS SMS. ASSEMBLY SCREWS SIdS. FRAME TOP CORNER FIXED MTG. RAIL TOP CORNER (4) 112 z 1 1/4" PH. 5145. ASSEMBLY SCREWS VENT TOP CORNER (2) e+°SASSEMBLYCE S r n D FIXED MTG. RAIL BOTTOM CORNER FRAME BOTTOM CORNER A SSE dBLY SCREWS 5145. Engr: JAYAO AHMAD OVA FLA. PE i 705442 CAN. 3.535 VENT BOTTOM CORNER PRODucinvislio at dm; Flodda Bonding Coda Acceptenoo a - n(o 02 0 14 4 drawing no. W08 -81 Miami -Dade County - Permitting, Environment & Regulatory Affairs - http:/ /www.miamidade.gov /building/pc- result app.asp ?fldNOA= 09 -... Product Information for N.O.A. 09 -0128.14 NOA 09-0129.14 File Class; motion High velocity hurri ne zone Cate ry Windows tegory Mullions Material Aluminum Applicant a R. C. Aluminum Ind t i -s Inc. File Status r File Approved Expiration_Date August/19/2014 Impact Rate Large and Small Missil : Impact Maximum Design Pressure_Positive 150 Maximum Design_Pressure_Negative 150 Description Series "ML 100" Al u um Tube Mullion - L.M.I. Page Last Edited: Fri Feb 0, 201212:51:52 PM © 2011 Mimi-Dade County. All rights reserved. © 2011 Miami-Dade County. All rights reserved. 1 of 1 2/15/2012 3:54 PM MIAM COUNTY 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: 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.gov/buitdingcode 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 . uality assurance purposes. If this product or material will incur the expense of such testing and the AHJ such product or material within their jurisdiction. ed by Miami -Dade County Product ents of the applicable building code. mply with the Florida Building fails to perform in the accepted th may immediately revoke, BORA reserves the right Control Division that this p This product is approved Code, including the Hi DESCRIPTION: S APPROVAL DO' of 7, dated 05/02/! sealed by Hum= F the Notice of MISSILE � LABELING: following statemen RENEWAL of this N manner, anufactur 'll modify, or spend the use o to rev e this a : ' ' ce, it is ► e r ct or material fails to meet the require escribed herein, and has been designed to elocity Hurricane Zone. 6.4 11 es "ML 100" Aluminum Tube Mullion — L.M T: Drawing No. M04 -05, titled "Alumin with revision "C" dated 09/22/08, prepared by Al oun arooq, P.E., bearing the Miami -Dade County ceptance number and expiration date by the Miami ACT RATING: Large and Small Missile Im h unit shall bear a permanent label with th "Miami -Dade County Product Contr be considered aft no change in the applicable bui M • F I 11 , 1 Tube Mullions ", sheets 1 through 7 arooq Corporation, signed and oduct Control Revision stamp with ade County Product Control Division. ct Resistant ufacturer's name or logo, city, state and Approved ", unless otherwise noted herein. ewal application has been filed and there has been gatively 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 xpiration Date: August 1 9, Approval Date: April 4 ;114 , 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 under 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 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #04-0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -1 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 SUBMI11'LD 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 #061130.03) 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 ' erez Product Control E 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 NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WON THE REQUIREMENTS OF THE FLORIDA HIGH VELOCITY HURRICANE ZONE (HWQ).fODE 2004/2067 EDITION INCLUDING ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LDADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDSTONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPRINAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME PRO CONTACT WITH OTHER DI59MEAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORCA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. .5:11P-1 =2 _2 .51EP__3 $IEa 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZNG PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION 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 ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED N STEP 1 ABOVE MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR ODOR APPROVAL FOR FASTENERS SIZES AND SPACING Engr. Wt HUMAYOUN FAR000 STRUCTURES FLCANN.6 8537 MN SEP 2 5 2008 PRODUCT Rt?4.... complying with Um Maids Banding Code Acoopwaco No Explostiao z 1 a G1 z 0 z Z_ v m 0 n v ro B C C s drawing no. M04 -05 (sheet 1 of 7 ) t�- -2.066- I 1 X 3 STD. M WON 6063 –T6 1 X 4 STD. MULLION 6063 –T6 4.000 2 X 4 STD. MULLION 6063 –T6 .125 r 4.500 r- 4-188 •590 1-1/2 X 4-1/2 CUSTOM MUWON 6063 -16 6.000 2 X 6 STD. MUWON 6063-16 -425 2.000 .125 F^- 2.000 — J 1 -3/4• MIN. FUR 3• TUBES 2 -3/4• MEN. ALL OTHERS ANGLE CUP 6063 –T6 5.500 MULLION CUP 6083 –T6 5.500 MULLION CLIP 6083 -16 Engn OR. HINAYOUM 6AR000 RA. PE CRM1L t538 7 SEP 2 6 2008 2 X 6 HEAVY MULLION 6063 -16 —250 pMOI3:=126.6.,+.i) as wmplgiog v'ith the 11014% moan Code caeptmtsallo 0 •, .. 17ate + MINUM TUBE MULUONS FAX. (305) 592 -2184 tg� cd.1 U ee V i w 2 0 00 S 0 O C 5 drawing no. M04 -05 sheet 2of 7) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBS MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -1/8" 26 -1/2' 30" 42' 48' 54' 60" 68" 72' MULL SPAN 1 % 9 STD. 1X4 STD. 2 X 4 STD. 1 -1/2 4-i /a M 2 X 8 STD. HEAVY WINDOW DIMS. WIDTH (w) MULL SPAN 1$3 STD. 1 X 4 2 X 4 STD. 1 -1/2 4 -1/2 CUSTOM 2 X 8 STD. HEAVY WINDOW DIMS. wmTH (W) MULL SPAN 1-1/2 CUSTOM HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.8 124.0 112.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 103.3 150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2" 30" 37" 42" 48' 54" Be 88" 72" 74 -1/4' 74.6 150.0 150.0 150.0 150.0 150.0 53.8 115.4 150.0 150.0 150.0 150.0 47.5 101.9 148.9 150.0 150.0 150.0 38.5 82.6 120.7 150.0 150.0 150.0 33.9 72.8 108.4 150.0 150.0 150.0 29.7 63.7 93.1 150.0 150.0 150.0 26.4 56.6 827 150.0 150.0 150.0 23.8 51.0 74.4 150.0 144.1 150.0 21.6 48.3 67.7 138.7 131.0 150.0 42.5 62.0 125.3 120.1 150.0 19 -1/8" 26 -1/2' 30" 37' 42' 48" 54' 80' 86" 72" 120' 37.9 55.3 123.8 150.0 150.0 27.3 89.3 111.0 150.0 24.1 35.3 78.9 150.0 28.6 64.0 79.5 146.1 25.2 58.4 70.1 128.7 22.0 49.3 61.3 43.8 54.5 100.1 39.5 49.0 35.9 44.6 81.9 40.9 75.1 19 -1/8" 25 -1/2' 30" 3r 42' 48" 54' 60' 6r 72' 50 -5/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.5 150.0 150.0 150.0 150.0 150.0 115.5 150.0 150.0 150.0 150.0 150.0 101.8 150.0 150.0 150.0 150.0 150.0 89.1 143.1 150.0 150.0 150.0 150.0 79.2 127.2 150.0 150.0 150.0 150.0 71.2 114.5 150.0 150.0 150.0 150.0 649 104.1 150.0 150.0 150.0 150.0 59.4 95.4 139.3 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30' 37' 42" 48' 54" 60' 88' 72" 84' 51.5 110.4 150.0 150.0 150.0 150.0 37.2 79.7 118.4 150.0 150.0 150.0 329 70.4 102.8 150.0 150.0 150.0 28.6 57.1 83.4 150.0 150.0 150.0 23.4 50.3 73.5 150.0 150.0 150.0 20.5 44.0 64.3 143.8 140.8 150.0 39.1 57.1 127.8 125.1 150.0 352 51.4 115.0 1129 150.0 32.0 46.7 104.8 102.44 150.0 29.3 429 95.9 939 150.0 42" 68" 72' 41.6 93.0 115.6 150.0 20.5 87.1 83.4 150.0 28.5 73.7 135.4 21.5 48.1 59.8 109.8 42.4 52.6 37.1 48.1 75.2 29.6 38.8 67.7 27.0 33.5 61.5 24.7 30.7 19 -1/8' 26 -1/2' 30" 3r 42" 48' 54' 60" 68' 72" 80" 141.3 130.0 150.0 150.0 150.0 150.0 102.0 150.0 150.0 150.0 150.0 150.0 80.1 150.0 150.0 150.0 150.0 150.0 73.0 132.2 150.0 150.0 150.0 150.0 64.3 1165 150.0 150.0 150.0 150.0 56.3 101.9 1489 150.0 150.0 150.0 50.0 90.6 132.3 150.0 150.0 150.0 45.0 81.5 119.0 150.0 150.0 150.0 40.9 74.1 108.2 150.0 150.0 150.0 375 67.9 99.2 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30" 3r 42" 48" 54' 60' 68' 72' 96' 34.5 74.0 108.1 150.0 150.0 150.0 24.9 53.4 78.0 150.0 150.0 150.0 22.0 47.2 88.9 150.0 150.0 150.0 35.2 55.9 125.0 139.8 150.0 33.7 49.2 110.1 123.2 150.0 29.5 43.1 98.3 1079 150.0 262 38.3 85.6 959 150.0 23.8 34.4 77.1 86.2 150.0 21.4 31.3 70.1 78.4 144.0 28.7 64.2 71.8 132.0 30' 37' 42" 48' eo- 72" 144" 21.9 32.0 71.6 89.0 150.0 23.1 51.7 64.3 20.4 45.7 56.8 104.3 37.0 46.0 84.5 32.6 40.5 74.5 28.5 35.5 85.2 25.4 31.5 57.9 22.8 28.4 52.1 25.8 47.4 23.7 43.4 19 -1/8" 26 -1/2" 30" 3r 42" 48' 54' 60' 66' 72' 63" 122.1 150.0 150.0 150.0 150.0 150.0 85.1 150.0 150.0 150.0 150.0 150.0 77.8 1479 150.0 150.0 150.0 150.0 63.1 119.9 150.0 150.0 150.0 150.0 55.6 105.6 150.0 150.0 150.0 150.0 48.8 92.4 135.0 150.0 150.0 150.0 43.2 82.2 120.0 150.0 150.0 150.0 38.9 73.9 108.0 150.0 150.0 150.0 35.4 67.2 98.2 150.0 150.0 150.0 32.4 61.8 90.0 150.0 150.0 150.0 19 -1/8" 26-1/2 30' 37" 42' 48' 54' 60' 68' 72' 106" 24.2 51.9 75.9 150.0 150.0 150.0 37.5 54.8 122.8 150.0 150.0 33.1 48.4 105.3 134.5 150.0 26.9 39.2 87.8 109.1 150.0 23.7 34.8 77.3 96.1 150.0 20.7 30.2 67.7 84.1 150.0 26.9 60.1 74.7 137.3 24.2 54.1 67.3 123.6 22.0 49.2 61.2 112.3 20.2 45.1 58.1 103.0 NOW. MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS ARCHES TO EIE 'ASCRIBED MSDE RECTANGULAR SHAPE PRODUCT HORIZONTAL MULUON GLAZING PRODUCT CAVING PRODUCT MULUON SPAN Engr: EN. SWAMIS PAR000 STRUCTURES PIA. PE 16557 C AN. 3335 PRODUCTliEviSED *Mies Cede fe u. to eq ALUMINUM TUBE MULLIONS -rg SS 1 drawing no. M04-05 VERTICAL MON z 01AZIN0 GLAZING PRODUCT PRODUCE PRODUCT HORIZONTAL MULUON GLAZING PRODUCT CAVING PRODUCT MULUON SPAN Engr: EN. SWAMIS PAR000 STRUCTURES PIA. PE 16557 C AN. 3335 PRODUCTliEviSED *Mies Cede fe u. to eq ALUMINUM TUBE MULLIONS -rg SS 1 drawing no. M04-05 DESIGN LOAD CAPACITY - PST DESIGN LOAD CAPACITY - PS? DESIGN LOAD CAPACITY - P8? WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE MULL SPAN 42 A4 AA2 AA4 92 B4 WIDTH (W) MULL SPAN 42 A4 AA2 444 92 54 WIDTH (W) MULL SPAN A2 84 19 -1/8" 28 -1/2" 42' 48' 54' 60" 58" 72' 38 -3/8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 118.2 150.0 150.0 150.0 149.8 150.0 105.1 150.0 150.0 150.0 133.1 150.0 94.6 150.0 145.1 150.0 119.8 150.0 88.0 150.0 131.9 150.0 108.9 150.0 78.8 150.0 120.9 150.0 999 150.0 19 -1/8" 28 -1/2' 30' 37' 42' 48' 54" 60' 68' 72" 74 -1/4' 150.0 150.0 150.0 150.0 150.0 150.0 110.7 150.0 150.0 150.0 140.2 150.0 97.7 150.0 150.0 150.0 123.9 150.0 793 150.0 121.6 150.0 100.4 150.0 89.8 139.8 107.1 150.0 88.5 150.0 61.1 1222 93.7 150.0 77.4 150.0 54.3 108.6 83.3 150.0 88.8 137.6 48.9 97.7 75.0 150.0 81.9 123,9 44.4 88.9 68.2 138.3 583 112.6 40.7 81.5 62.5 125.0 51.8 103.2 19 -1/8" 28 -1/2" 30" 37' 42' 48" 54' so. 68' 72" 120' 94.9 150.0 145.6 150.0 120.2 150.0 88.5 105.1 150.0 88.8 605 121.0 92.8 150.0 76.8 150.0 49.0 75.2 150.0 62.1 124.3 43.2 86.4 66.3 132.6 54.7 37.8 58.0 47.9 95.8 33.6 67.2 103.1 42.6 30.2 38.3 76.6 27.5 55.0 42.2 84.4 34.8 69.7 252 50.4 31.9 19 -1/8" 26 -1/2' 30" 3Y 42" 48' s4" 60" 68" 7Y 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 150.0 150.0 150.0 150.0 150.0 118.2 150.0 150.0 150.0 147.3 150.0 102.4 150.0 150.0 150.0 129.8 150.0 89.6 150.0 137.5 150.0 113.5 150.0 79.6 150.0 122.2 150.0 100.9 150.0 71.7 143.4 110.0 150.0 909 150.0 852 130.3 100.0 150.0 82.8 150.0 19 -1/8' 26 -1/2" 30' 37" 42' or 54' 60" 66" 72' 80' 59.7 150.0 119.5 91.7 150.0 150.0 150.0 75.7 150.0 19 -1/8' 28 -1/2' 30" 37' 42' 48' 54" 60" 88' 72' 84" 135.5 150.0 150.0 150.0 150.0 150.0 97.8 150.0 150.0 150.0 123.9 150.0 88.4 150.0 132.6 150.0 109.5 150.0 70.1 140.1 107.5 150.0 88.8 150.0 61.7 123.4 94.7 150.0 78.2 150.0 54.0 108.0 82.9 150.0 68.4 136.9 48.0 98.0 73.7 147.3 60.8 121.7 43.2 88.4 88.3 132.8 54.7 109.5 39.3 78.5 60.3 120.5 49.8 99.5 38.0 72.0 552 110.6 45.8 912 19 -1/8" 26 -1/2' 30' 37" 42' 48' 54" 60' 68' 72" 132' 882 150.0 150.0 109.3 62.2 124.5 95.5 150.0 150.0 55.0 110.0 84.4 150.0 69.7 139.3 44.6 89.2 88.4 56.5 113.0 39.3 78.5 60.3 120.5 49.8 99.5 34.4 68.7 52.7 87.1 30.5 46.9 93.7 38.7 77.4 27.5 55.0 42.2 84.4 25.0 50.0 38.3 31.7 22.6 35.2 58.1 150.0 150.0 150.0 136.9 150.0 150.0 150.0 150.0 150.0 121.0 150.0 150.0 150.0 150.0 150.0 98.1 150.0 150.0 150.0 124.3 150.0 88.4 150.0 132.6 150.0 1095 150.0 75.8 150.0 118.0 150.0 959 150.0 672 134.4 103.1 150.0 85.2 150,0 60.5 121.0 92.8 150.0 78.8 150.0 55.0 110.0 84.4 150.0 69.7 139.3 50.4 100.8 77.3 150.0 83.9 127.7 19 -1/8" 28 -1/2' 30" 37' 42' 48" 54' 60" 68' 72' 68" 116.6 150.0 150.0 150.0 150.0 150.0 85.6 150.0 131.3 150.0 108.5 150.0 75.6 150.0 116.0 150.0 95.8 150,0 61.3 122.8 94.1 150,0 77.7 150.0 54.0 108.0 82.9 150.0 88.4 138.9 47.3 94.5 72.5 1454 59.9 119.8 42.0 84.0 84.4 1289 53.2 106.4 379 75.8 58.0 116.0 47.9 959 34.4 88.7 52.7 105.5 439 87.1 31.5 83.0 98.7 39.9 79.8 19 -1/8" 26-1/Y 30" 37' 42' 48' 54' 80" 88' 72" 144' 79.1 150.0 121.3 150.0 100.2 150.0 57.1 114.1 87.5 150.0 144.6 50.4 100.8 150.0 127.7 40.9 81.7 62.7 51.8 103.8 36.0 72.0 55.2 110.5 45.6 91.2 31.5 63.0 98.7 39.9 28.0 43.0 71.0 25.2 38.7 31.9 83.9 22.9 45.8 35.2 70.3 58.1 21.0 42.0 32.2 28.8 53.2 19 -1/8' 28 -1/2" 30" 37' 42" 48" 54' 60" 68' 72" 63" 150.0 150.0 150.0 150.0 150.0 150.0 130.4 150.0 150.0 150.0 150.0 150.0 115.2 150.0 150.0 150.0 148.0 150.0 93.4 150.0 143.3 150.0 118.4 150.0 82.3 150.0 128.3 150.0 104.3 150.0 72.0 144.0 110.5 150.0 91.2 150.0 64.0 128.0 98.2 150.0 81.1 150.0 57.8 115.2 88.4 150.0 73.0 148.0 524 104.7 80.3 150.0 66.4 132.7 48.0 98.0 73.7 1473 60.8 121.7 19 -1/8" 26 -1/2" 30' 37' 4Y 48' 54' 60' 88' 72' 108' 105.4 150.0 150.0 150.0 133.8 150.0 76.1 150.0 118.7 150.0 98.4 150.0 672 134.4 103.1 150.0 85.2 150.0 54.5 109.0 83.6 150.0 69.0 138.1 48.0 98,0 73.7 147.3 60.8 121.7 42.0 84.0 64.4 1289 53.2 106.4 37.3 74.7 57.3 1149 47.3 94.6 33.6 67.2 51.8 103.1 42.6 852 30.5 61.1 46.9 93.7 36.7 77.4 28.0 56.0 43.0 859 35.5 71.0 BOIL ANY ANCHOR COND117ON 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 ANCHORS TWE .\-Az 84: 82 OR 84 ammo VERTICAL MULLION GLAZING PRODUCT ANcHCSs R2 OR 84 HORIZONTAL MULLION !FICHES TO 82 RISME) MWOE RECTANGULAR SHAPE %' 0lAZQr1G ' PRODUCT -;� GLAZING PRODUOT ANCHOR A8. /1 GLAZING PRODUCT ANCHORS TYPE A2, A4. lit OR 84 MULUON SPAN STRUCTURES nA PE 18557 Rg es • MINUM TUBE M foIEE flg drawing no. M04-05 1/4" HILTI KWOC CON d 1/4" HILTI KWIC CON II 1 -3/4" MIN. 1-1/4' MIN. EMBED INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY 2 PER CUP ON EACH WING) 1 /4" HILTI KWIC CON d 1/4" HILTI KW1K CON II 1-3/4' 1 -1/4" MIN. EMBED PITO MASONRY 1 -1/4' MIN. FAMED INTO MASONRY MIN. M�� AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 1 TEL. (408) 284.8100 FAX. (305) 2804978 MULLION \Mc EDGE DISi. (1 1 PER ANGLE �� DIST. 3, 4 PER CUP (2 ON EACH WING) 2 PER ANGLE • . 1110,---1-041111 . a .� 1 II �..: •• '�. •�• 1:.° MIN•• ' -• Y,- '•t G • °.•.. ° tl`a.,. rArldirilai � - -,. ... ICI ., ' }�.��n /8 .., - 1 1 II II 1 I 1 iv \ I I 1 1 I 1 I 1 I {�l}�or /g' 1 WOOD BUCK •,II FLOATING CUP A14 SMS PER 1 -3/4" o MIN. 1 11 1 U U 1 I ALUM2ANNE `1 I WOOD BUCK FLOATING CLIP 2 1 G 1 -3/4' O.C. MIN. Ill 11 !; IJ I I ALUM2ANGLE KWIK CON 11 PENETRATION 1 PER ANGLE 1" FOR 3' TUBE KWIK CON 11 ANGLE 1" MIN. 1/4" HILTI KWIK CON R 1/4" 1LT1 1 -3/8" MIN. W030 PENETRATION 1 -3/8" MIN. WOOD 2 PER CUP (1 ON EACH WING) 2 -3/4' 0.C. MIN. FOR ALL OTHER TUBES 1 -3/8' MIN. WOOD PENETRATION 1 -3 1/4" MLR MIN. 1' YIN. 4 PER CUP (2 ON EACH WING) /8' YIN. W0002PENE ALUMINUM TUBE MULLIONS 1fl R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL (305) 552 -1515 FAX. (305) 592 -2154 EDGE DIST. _gam IIII �u� II �. 11 � T� I� i EDGE I I 8I- ipp. ev T'• .4 2BY WOOD BUCK OR WOOD STRUCTURE I I 1 1 1 I 1 1 1 1 111111 \ T1 iL I I IIMI FLOATING CUP ## 2 PER ANGLE 1 -3/4" O.C. MIN. •1 I 11 I 1 1 1 I I 2 X 2% 1 ALUM ANCLE " 2BY WOOD BUS WOOD STRUCTURE 1 I I,1 I I I I 1 1 I I FLOATING CLIP 14 SYS Z PER ANGLE I I I I 1 1 2% 2 X 1 B" ALUM ANGL� 0 n g 1 -3/4" O.C. MIN . ---1-4.1 1 -3/4" YIN. FUR 3" TUBE 2 -3/4" 0.C. MN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' EDP dam' 11' co$44 t:1Si4 - .IIsers g<m. El pl •1 • $ 4 Ent: OR. HUYAYOUN Maw STRUCTURES FI 7 N. ,. /AcwptancoNa 71,4:::------- SEP 2 5 2008 PRODUCTREVISED mccmplyiagwItbtheplmfda . `•O 2: ie7.. ALTERNATE ANCHOR LOCATION ...�- _\ MUWON CUP ALL CUPS TO FR SCUD INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. t 1 drawing no. M04 -05 l> •);tIL=I. • ., iL /......10 <- ... `° • ` , ' ANCHORS TYPE 'A2' sheet 5 of 7 ) 2 -1/2' MIN. 1/4^ HI.TI KWI( CON I 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) WNW --17;,-761-477— MASONITY CONCRETE MASONRY OR CONCRETE ro 2 -1/2' MIN. EDGE DIST. 2 1/2' MIN. EDGE DIST. ALTERNATE ANCHOR LOCATION MULLION CUP FLOATING CLIP 1/4' HILT! KWIC CON 11 1 -3/4' MIN. EMBED INTO MASONRY 1 PER ANGLE 2 PE$R14ANGSMS LE 1 -3/4' 0.0. MIN. FOR 3' TUBE 2 -3/4' 0.0 MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 1/4' HILR KWI( CON I 1 -3/4' MIN. EMBED INTO MASONRY 2 PER OUP (1 014 EACH WING) ANCHORS TYPE 'M2' 2 X 2 %y S' ALUM A 2 -1/2' MIN EDGE DIST. 1/4' HILTI KWH< CON II 1 -3/4' MIN. EMBED INTO MASONRY 3. 4 PER CLIP (2 ON EACH WING) MIN. 1/4' HILT KWIK CON II 1 -3/4' MIN. EMBED INTO MASONRY 2 PER ANGLE ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY 8E HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED OIRECILY TO MASONRY TO BE PROTECTED WITH AUCAU- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -M181E MEIHACR11GE LACWEIL MASCIRY OR CONCRETE N a2 n� ■IIw'1 FLOATING CLIP 14 SMS 2 ANGLE 1 -3/4' 0.0 MIN. FOR 3' TUBE 2 -3/4' 0.C. MIN. FOR AU. OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE 'M4' Engr: DR. HUMAYOUN FAROOD STRUCTURES F1A. PE t51388557 SE? 2 5 2008 2 X 2 % 1 B' MUM AN PRODUCT REVISED as g d8 BadflUT OAF ENO ••"0 Sxpliatkapata :rn•y • i// rn z 0 J MINUM TUBE MU J z s r ghE Mg Q v 0 C 1 8 S drawing no. M04 -05 street 8 of 7 i METAL STRUCTURES (STEEL OR ALUM. STEEL : Fy 6063-T5 1/8` MIN. THICK) 38 MIN. 3-T5 TB MIN. 0__ - - -- it 414 SMS 2 PER CLIP (1 ON EACH �I OR 1/4' TEKS WING) 414 SAS OR 1 PER ANGLE I' II 1/4' MS METAL STRUCTURES (STEEL OR T : Fy: Il ALUM. 1/8. MIN. 8083 -T8 MIN_ !I THICK) 414 SAS 4 PER CUP (2 ON EACH 19 II OR 1/4° TIXS WING) IC 14 915 OR 1 PER ANGLE II 1/4' TIXS • 1 � 1 U 4 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 tEL (30E) 2848100 FAIL (908) 2824978 z - - -- .,_ t- 1 1 I1 11 I 1 I 1 ALUM2ANGLEB• ~ II I FLOATING CUP 2 PER ANGLE LI V ALUM2ANGLEB• .. FLOATING CUP 514 ANGLE 2 AN(li 1 -3/4' O.C. MIN. III I1 U 1 I I 1-3/4' 0.C. MIN. FOR 3' TUBE ANCHORS TYPE 'B2' 2 -3/4' 0.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE 'B4' ALUMINUM TUBE MULLIONS )II R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL. (305) sae —ISIS Fax. (305) 592-2184 ,f / 14 S.MNEL TUBE MULLION #10 FS� 1/8' THICK ALUM CHANNEL. LENGTH TO FIT TUBES MAY BE NOTCHED INTO AS SHOWN TO ALLOW INSTALLATION MIMI SNUG MUWON lippii .� A IVI 1 I i TUBE MUWON OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE 2 1 -1/2° 14 ER O.C. SMS CUP MIN. description �I 1 NO CHANGE MS OHM $ THIS SCREW INSTALLED DIRECTION 'I CAN ED IN MIER I A� W db . 1 I i I 1 I 410 2 1" FH SIAS PER CUP O.C. MIN. 1 I 1 B 8 a ca r gg g 33 4 ti t a 1 -3/4° X 2` X 1/8' (FOR 28Y TUBE) 3/4' X 2' X 1/8' FOR (18Y TUBE) AWM ANGLE CUT TO FTT SNUG INSIDE TUBE ANCHOR DETAIL J1 En/r OR. H4A4AYOUN FA Fes` PE # 15557 CAN. 3538 PRODITGTRBYLSED RBw�f�PIOd� Meeptanos No " -e) ., 4 , .° , -..►rigs; 4 :� � it i _ .. ,T �. ".• ' A� - 2 5 2008 drawing no. M04 -05 METAL To METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 184' TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS {sheet 7of 7