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BP-05-1212Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/14/2007 Inspector: Grande, Claudio Owner: SARKISIAN, LEANNE Job Address: 1240 93 Street NE Miami Shores Village, FL Project: <NONE> Contractor: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132050270190 Lot: Building Department Comments REPLACE WINDOWS AND DOORS FOR IMPACT REATED ONES FEB 15 Mr Passed % nspector Comments CREATED AS REINSPECTION FOR INSP - 34459. Top track at SGD at rear is missing screws, both sides, replace damaged screen in bedroom window. 1/17/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, February 13, 2007 Page 1 of 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/28/2005 Building Permit Permit Number: BP2005 -1212 Applicant: LEANNE SARKISIAN Owner: SARKISIAN LEANNE JOB ADDRESS: 1240 NE 93 ST Contractor CANNATELLI BUILDERS, INC Contractor's Address: 2101 NW 33 ST Local Phone: 954- 759 -9100 Parcel # 1132050270190 Legal Description: BAY LURE PB 44-63 LOT 7 Page 1 of 1 BLK 2 LOT SIZE 75.000 X 125 OR Fees: Description Amount FEE2005 -11747 Building Fee $260.00 FEE2005 -11748 CCF $13.80 FEE2005 -11749 Training and Education Fee $4.60 FEE2005 -11750 Technology Fee $6.50 FEE2005 -11751 Scanning Fee $3.00 Total Fees: $287.90 Total Fees: $287.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/12/2006 Construction Value: $22,410.00 Work: REMOVE AND REPLACE WINDOWS AND DOORS WITH IMPACT REATED ONES 4EP28PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 305).756.8972 BUILDING PERMIT APPLICATIO FBC 2001 RE .E.VE( AUG �. X005 �a�VUk GJ . U z-- Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) La coot ((� ..Se11(ksl ecvt Phone # Owner's Address 2-1-`11D of_ q3 sT City 1 \Vow, State F1 Tenant/Lessee Name Roofing 3001051 -71g1 Zip 23138 Phone # Job Address (where the work is being done) t7liO J e a' 51 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 21 ok City + U' Qualifier to W0,,10 Cs��r►uT l� ?Ull5(Y3 r $ t1(( State F1 Cr& 4"TA1 Phone # -100 P% Zip 554- '75q -c 10D Zip 594 --15q crt State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 41 b Square Footage Of Work: J.z/ 0 Type of Work: DAddition EAlteration DNew Repair/Replace Demolition Describe Work:IM1A\ ( (IC& LUiOOW 3 + &A/ °S, w/ t (T raid bl.f!� Submittal Fee $ Notary $ Scanning $ Code Enforcement $ * * * * * * * * * * * ** **************Fees********** Fees * * * *, * * * ** ** * * * * * ** * ** ** ** * ** Permit Fee $ Training/Education Fee $ Radon $ Total Fee Now Due $ 281 4.cj Zoning Structural Plan Review. $ (Continued on opposite side) CCF $ '3. CO /CC Technology Fee $ (ea • Bond $ Bonding Company's Name (if applicable). Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of . ,20_,by , day of ,20 , by • who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires:' NOTARY PUBLIC: Sign: Print: My Commission Expires: * *, * *+ ** * * * *, * * * *, * * * * * * * * * * * * * * * * * * *, * * * *fir * * * * * ** * ** *** * *, ** * ** * *, ** ** * * * ** * ** * * * * ** * ** * * * * * * * ** APPLICATION APPROVED BY: / i/ Y OJ // Plans Examiner Engineer Zoning chc 05/13/03 fr Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A14FIDAVIT: 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 abs/ e of such posted notice, the inspection will not be approved and c- reinspec '4:,, <.- ill be charged. Signatur Owner or Agent The foregoing instrument was acknowledged before me this day of ,, a 200', by Aia' Si*/ , who is personally known to me or who has produced be l 1,�- ' t Ji As identification and who did take an oath. NOTARY PUBLI :J Sign: A,i. Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of ►V 2OG- , by nii4 /' (J, v 44.1! ' / who i ersonally known to a or who has produced as identification and who did take an oath. NOTARY PUBLIC: Lois A. Tepper Sign: Print: My Commission Expires: *** * ** * * * ** * * *** * * ** * * * **** ***** *** *** * ** ** * * *, ter ** ** * * ** * ** * * **** ** * &,t,Y**** * *** ** *,t*** **sY* (Certificate of Competency Holder) State Certificate or Registration No.GG-C, 1 S 0 (p 7 2_9 Certificate of Competency No. APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO 113 U 5 Ca ? 019 0 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. 1111111 I1111 11111I111I1I111I111IIIIIIlIIlllll CFhd 20=10; 80383491 OR Bk 23685 Ps 4244; (fps) RECORDED 08/16/2005 15:04:01 HARVEY RUVIWr CLERK OF COURT MIAMI —DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: Gott LURE Pe qIf -6 3 Uz uK z t a 40 Aye q ST P. S a y 33 t38 2. Description of improvem nt: REP (ACE Us t LAVKUS___t a f. 1 #4 p << u) t13 to0Jy. -- •aoRQ. 3. Owner(s) name and address: LEA 4J N v t<l S [ a.4,0. tu 6 q s i" Vtupcn 64D 1 T 3 3 13 $' Interest in property: r. w OelZ Name and address of fee simple titleholder: 4. Contractor's name an address: C `r�\L � IOta.0 Fes. 3 b 9 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Co encement: (the expiration date is 1 year from the date of recording unless a different, ate is specifie` II g -ture of Own Print Owner's Name L (4- 1V/1 /6°. SACK'S /M-41 Prepared by L- -1E-0 en, Sworn to and subscribed before me this day of 1/06-0..i r— , 201 1 . . Address: b 10 ItJW 7 ik Yir' ft, Ertlerrd& f, %/•3) 3 f/ Notary Public Print Notary's Name (-013 ,q- - T� My commission expires: 9 -4 --h 123.01 -52 PAGE4 10/04 Cr FLORIDA, COUNTY OF DADE `if CERTIFY thdtth18 t . .y of the HK =F�k,R►�t. Rot'lER Ef bbOR,S Ze 1- VIM e x gooK • •••• • • •••• • ••• • • •• • • .• 00 • • • 44c bet Room L 4INSE. W.g4��R 12 '13U6 43 6TH t S & st 'FL 93t g .... • • • • • • • • • • •• • •• • • ••• • • • • • • •••• —4 ofF 05 2 roiw rM aoo-=o 32.K11'4? P 3' x 50% ft .... ALL G-Re W( )Doty, me 24 K 20 OPT !N Cr Miami Shores Ruiidin • De 4 arhnent Product A royal Scheduled CCom ran Chart Addr Permit No. UM: Piaui Padget tame Prods sI 4.:.:'r# mJ,►::.� ' Wes. a rJsc� , ., + PM =- PSF 1_, " mom WEIMIEMMIIIII MO-04 MI ZIPIIIIEPRIN 1U--iv 171"` A NM tv,_ 3 it_ 7-712.. - Win MK. . WI a y i *U E -, "oo'ff a ..4.1,11.1., y { � 13 I }= Leo f O t"0 fl • fi! II '" 1: 1FITA( k `.• L d3 �I E'!�!" ="'' I o'__ 0 ..e 20 .' 1 ' tt.0 ; F. 141E- � �t 1-' , iM- i E �mr 41 3 I+ MINE/MEW NMI I M El 31111M._ =Mr . _76 . nuirremini E ...411:2, r�.tra r 0 IIIIII MN MINNIMIIIIIIIMIIIIIIIIIIIM MM. Mell MIME MIMI la t, 1-,o ..ct0 .1-44z3, 2001 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7 -98 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS R_ • 1 Z. • _ • . " , Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 42.7 41.6 40.8 40.2 39.7 39.2 38.9 38.5 38.3 -57.2 - 45.2 -44.4 - 43.8 - 43.3 - 42.9 - 42.5 - 42.2 -41.9 16 433 42.2 41.4 40.7 40.2 39.8 39.4 39.1 38.8 - 47.0 - 45.8 -45.0 - 44.4 - 43.9 - 43.4 - 43.1 - 42.7 -42.4 17 43.9 42.7 41.9 41.2 40.7 40.3 39.9 39.6 39.3 -47.6 -46.4 - 45.6 - 45.0 - 44.4 - 44.0 - 43.6 -43.3 -43.0 18 44.4 43.2 42.4 41.7 41.2 40.8 40.4 40.1 39.7 - 48.2 -47.0 - 46.2 - 45.5 -45.0 -44.5 -44.2 -43.8 -43.5 19 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 - 48.7 - 47.5 - 46.7 -46.0 - 45.5 - 45.1 - 44.7 - 44.3 -44.0 20 45.4 44.2 43.3 42.7 42.1 41.7 413 41.0 40.6 - 49.2 - 48.0 - 47.2 -46.5 - 46.0 - 45.5 - 45.1 - 44.8 -44.5 46.3 45.1 44.2 43.6 43.0 42.5 42.1 41.8 41.5 -50.2 - 49.0 - 48.1 -47.5 - 46.9 - 46.5 - 46:1 - 45.7 -45.4 47.2 45.9 45.0 44.4 43.8 43.3 42.9 42.6 42.2 - 51.2 - 49.9 -49.0 - 48.4 - 47.8 - 47.3 - 46.9 - 46.6 -46.2 48.0 46.7 45.8 45.1 44.5 44.1 43.6 433 42.9 -52.0 - 50.8 - 49.9 -49.2 - 48.6 - 48.1 -47.7 - 47.3 -47.0 48.7 47.4 46.5 45.8 45.2 44.8 443 44.0 43.6 -52.8 -51.6 -50.7 - 49.9 - 49.4 - 48.9 - 48.5 -48.1 -47.8 30 49.4 48.1 47.2 46.5 45.9 45.4 45.0 44.6 44.3 -53.6 -52.3 -51.4 -50.7 -50.1 - 49.6 - 49.2 -48.8 -48.5 32 50.1 48.8 47.9 47.1 46.5 46.0 45.6 45.2 44.9 -54.4 -53.0 -52.1 . -51.4 -50.8 - 50.3 -49.8 - 49.5 -49.1 50.8 49.4 ' 48.5 47.7 47.1 46.6 46.2 45.8 45.4 -55.1 -53.7 -52.8 -52.0 -51.4 -50.9 -50.5 -50.1 -49.7 51.4 50.0 49.1 48.3 47.7 47.2 46.7 463 46.0 -55.7 -54.4 -53.4 -52.7 -52.1 -51.5 -51.1 -50.7 -50.3 52.0 50.6 49.6 48.9 48.2 47.7 473 46.9 46.5 -56.4 -55.0 -54.0 -533 -52.6 -52.1 -51.7 -513 -50.9 40 52.5 51.1 50.2 49.4 48.8 48.2 47.8 47.4 47.0 -57.0 -55.6 -54.6 -53.8 -53.2 -52.7 -52.2 -51.8 -51.5 44 53.6 52.2 51.2 50.4 49.8 49.2 48.8 483 48.0 -58.1 -56.7 -55.7 -54.9 -54.3 -53.8 -53.3 -52.9 -52.5 48 54.6 53.1 52.1 513 50.7 50.1 49.7 49.2 48.9 -59.2 -57.8 -56.7 -55.9 -55.3 -54.8 -543 -53.9 -53.5 52 55.5 54.0 53.0 52.2 51.5 51.0 50.5 50.1 49.7 -60.2 -58.7 -57.7 -56.9 -56.2 -55.7 -55.2 -54.8 -54.4 56.4 54.9 53.8 53.0 523 51.8 513 50.9 50.5 .41.2 -59.7 -58.6 -57.8 -57.1 -56.6 -56.1 -55.6 -553 60 57.2 55.7 54.6 53.8 53.1 52.5 52.0 51.6 51.2 - 62.0 -60.5 -59.5 -58.6 -58.0 -57.4 -56.9 -56.5 -56.1 Mean Roof Height Mammy Area (sq. R) (ft) 10 15 20 25 30 35 40 45 50 15 42.7 41.6 40.8 40.2 39.7 39.2 38.9 38.5 38.3 -57.2 -55.0 -53.4 -52.1 -51.1 -50.2 -49.5 -48.9 -48.3 16 433 42.2 41.4 40.7 40.2 39.8 39.4 39.1 38.8 -58.0 -55.7 -54.1 -52.8 -51.8 -50.9 -50.2 - 49.5 -48.9 17 43.9 42.7 41.9 41.2 40.7 40.3 39.9 39.6 39.3 -58.7 -56.4 -54.8 -53.5 -52.5 -51.6 -50.8 -50.2 -49.6 18 44.4 43.2 42.4 41.7 41.2 40.8 40.4 40.1 39.7 -59.4 -57.1 -55.4. -54.2 -53.1 -52.2 -51.4 -50.8 -50.2 19 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 -60.1 -57.8 -56.1 -54.8 -53.7 -52.8 -52.0 -51.3 -50.7 20 45.4 44.2 433 42.7 42.1 41.7 413 41.0 40.6 -60.8 -58.4 -56.7 -55.4 -543 -53.4 -52.6 -51.9 -51.3 463 45.1 44.2 43.6 43.0 42.5 42.1 41.8 41.5 -62.0 -59.6 -57.8 -56.5 -55.4 -54.5 -53.7 -53.0 -52.3 47.2 45.9 45.0 44.4 43.8 43.3 42.9 42.6 42.2 - 63.2 -60.7 -58.9 -57.5 -56.4 -55.5 -54.7 -53.9 -53.3 48.0 46.7 45.8 45.1 44.5 44.1 43.6 433 42.9 - 64.2 -61.7 -59.9 -58.5 -57.4 -56.4 -55.6 -54.8 -54.2 48.7 47.4 46.5 45.8 45.2 44.8 44.3 44.0 43.6 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.5 -55.7 -55.0 30 49.4 48.1 47.2 46.5 45.9 45.4 45.0 44.6 44.3 -66.2 -63.6 - 61.7 -60.3 -59.1 -58.1 -573 -56.5 -55.8 32 50.1 48.8 47.9 47.1 46.5 46.0 45.6 45.2 44.9 -67.1 -64.5 -62.6 -61.1 -59.9 -58.9 -58.1 -573 -56.6 50.8 49.4 48.5 47.7 47.1 46.6 46.2 45.8 45.4 - 68.0 -65.3 - 63.4 - 61.9 -60.7 -59.7 -58.8 -58.0 -573 • 51.4 50.0 49.1 48.3 47.7 47.2 46.7 46.3 46.0 - 68.8 -66.1 - 64.2 - 62.7 - 61.4 -60.4 -59.5 -58.7 -58.0 52.0 50.6 49.6 48.9 48.2 47.7 473 46.9 46.5 -69.6 -66.8 - 64.9 - 63.4 -62.1 - 61.1 -60.2 -59.4 -58.7 40 52.5 51.1 50.2 49.4 48.8 48.2 47.8 47.4 47.0 -70.3 -67.6 - 65.6 - 64.1 - 62.8 - 61.8 - 60.9 -60.1 -593 44 53.6 52.2 51.2 50.4 49.8 49.2 48.8 483 48.0 -71.7 - 68.9 -66.9 - 65.4 - 64.1 - 63.0 - 62.1 - 613 -60.5 48 54.6 53.1 52.1 51.3 50.7 50.1 49.7 49.2 48.9 -73.1 - 70.2 -68.2 - 66.6 - 653 - 64.2 - 63.2 - 62.4 -61.7 52 55.5 54.0 53.0 52.2 51.5 51.0 50.5 50.1 49.7 -743 -71.4 -693 - 67.7 - 66.4 -653 -64.3 - 63.5 -62.7 56.4 54.9 53.8 53.0 52.3 51.8 513 50.9. 50.5 -75.5 -72.5 -70.4 -68.8 - 67.4 - 66.3 - 653 - 64.5 -63.7 60 57.2 55.7 54.6 53.8 53.1 52.5 52.0 51.6 51.2 -76.6 -73.6 - 71.4 -69.8 -68.4 - 67.3 - 663 - 65.4 -64.6 G=_eral_ 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. 8 Meca Consulting's Wind98 Software was used in the compilation of these tables. Emma T. Mellinger, P.E.. 2424 SE 9th Street, Pompano Beach, FL 33062 (954) 784-6991 (954) 781 5708 fax emmaetm @bellsouth.net JOB SITE LOCATION: VALID • = 1 kA_ ,i • R These tables are valid for the following conditions only: 1 Wind Speed (3 -second gust): 140 mph. 2 Building Category: II (General Residential and Commercial Construction). 3 Importance Factor: 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Building • Ccannkan2nencss..filtany_nshttcnnclitisns Instructions 1 Tables show the 'worst case design pressures, with any unknown variable at its critical condition. 2 Tables are valid for mean roof heights of 60 feet or less. 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height If average catmot be determined, use the peak roof height Round up the roof height to the next highest cable value. 5 Calculate the tributary area (length x height) of the opening in question. Round the m'butary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a from a building corner, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered to above, shall be calculated as 1091 of the minimum building width, but not less than 3 feet. 9 Read the worst case positive and negative design pressures for use as required by governing building department Emma T. Mellinger, P.E. FL P.E. # 50049 Date: June 3, 2005 S4 MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W.12u' Ave. Pompano Beach, FL 33069 NIIAM1 DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI; FLORIDA 33130 -1563 (305)'375 -2901 FAX (305) 375 -2908 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 Miaini 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 MU (in areas other than Miami Dade County) reserve the right-to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window w/ wo Reinforcements- L.M.1. APPROVAL DOCUMENT: Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window", sheets .1 through 6 of 6, dated 12/05/03 and last revised on 04 -21 -2004, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by lshaq L Chanda, P.E. NOA No 04- 0120.01 Expiration Date: May 13, 2009' Approval Date: May 13, 2004 Page 1 1/2• MAX. TYP. AT WtottRB 74• UAX. FRAME MOTH vg; 14 1/4' MAX. TYP. AT 'HEM /SILL 38' MAX. VENT WIDTH 111' MAX. FR ME MOTH 14 • — 14 5/8" MAX. TAP. AT NEM/SIU. m Yr 1 14 144 7 � I � 33 1/4• MAX. I 33 t /4' MAX. --- OPER. UTE 1 FIXED UTE oxa wo. X 0' ACUM. auto. 1. ! t 1�TEM 3]� 7 I 33 1/4• MAX. , 33 1/4' MAX. ^-- OPER. UTE I FIXED UTE •--r 0.L0. 0.1.0. o .o X 1. V"y,IA � I STEEL RELINE. �REY ©3 1 1 1 REM 32 1/2• MAX. 33• MAX. FIXES UTE �— OPER. UTE 0.1.0. O.L.O. X iI 0 I X STEEL REWF O O 1 I �I I 4 1, 1 j /2" 11T JAMB REM 9 1.. • Q TYP. AT JAMB )Rt4ER5 CORNERS ■ DESIGN PRESSURE (ALUMINUM REINFORCEMENT) SITIVE NEGATIVE _ + 55.0 PSF — 55.0 PSF 7/16"' OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL -3995 5 1/2' MAX. TYF. AT JAMB CORNERS ""v POSITIVE + 90.0 PSF 7/16 OVERALL NEGATIVE — 90.0 PSF TEST REPORT No.: FTL -3946 SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS .VIEWED FROM EXTERIOR) SCALE: 1/2" o 1. -0" GENERAL NOTES 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS NUMBERS FTL -3946 AND FTL -3995. AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ABOVE) 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME, STRUCTURAL CONCRETE /CONCRETE BLOCKS & METAL STRUCTURE CONTRUCTIONS (SEE SHEET 4 OF 6) 3. GLAZING: 7/16" OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED UVEKOL —LID. RESIN OR SENTRY GLASS PLUS (SEE CORRESPONDING DESIGN PRESSURE TABLES AND GLAZING DETAILS) 4. GLAZING METHOD: EXTERIOR GLAZED WITH 0.455' PENETRATION. USING DOW CORNING 995 SILICONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) 5. SEALANTS: A NARROW JOINT OF SEALANT IS APPUED ON AU. PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. 6. CONFIGURATIONS: OX /X0 ( *55.0 PSF) OR OX /X0, XOX ( ±90.0 PSF) 7. DESIGN PRESSURE RATING: SEE CORRESPONDING CHARTS BELOW BELOW EACH ELEVATION. 8. ANCHORAGE: SINGLE ROW OF FASTENERS SHALL BE AS UST ED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS) 9. ATTACHMENT TO WOOD BUCKS AND SUBSTRATES: TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 10. SHUTTERS REOUIREMENT: NO SHUTTERS ARE REOUtRED. • J Approved as complying with the VIOTide Dulonni,Gode Dst# 4 A-k 3 T 20.1 NO SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW 5 w D LARGE MISSILE IMPACT ORAWING Ned S805 —LM 1 516'x 1/4" WH EP HOLE ONE AT EACH SIDE OF SILL. • . .VERTICAL.SE.CTION 2 cp 2 2 JAMB (LOCK SIDE) CROSS SECTIONS ( ±55.0 PSF) 0 2 3 MEETING RAIL (ALUM. REINFORCEMENT) 0.120' UVEKOL 9 LIQUID -RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16" ANNEALED -3/16' ANNEALED DOW CORNING 995 EXTRUDED GLAZING BEAD 0 W .455" GLASS BITE GLAZING DETAIL SCALE: FULL SIZE 4 JAMB 2 (FIXED SIDE) 3 0 -a 0 0 0 o�S SERIES 805 ALUMINUM 0 0 z CD z J J 0 D_ HORIZONTAL LARGE MISSILE IMPACT i/6 /./ /°/4.- KELVYN WHITFIELD. P.E. FLORIDA CERTIFICATE No.24140 1 5/16' x 1/4" WHE'EP HOLE ONE AT EACH SIDE OF SILL. 1 VERTICAL SECTION 3,J SIUCONE BEAD JAMB (LOCK SIDE) CROSS SECTIONS ( ±90.0 PSF) EXTERIOR FRAME WIDTH 0 MEETING RAIL (STEEL REINFORCEMENT) • Approveu rx :.w.(wy'a¢ witIl the Florida BuM Cade l i1riP nm.e� � � °a`"" 4 4 JAMB \l }(FIXED SIDE) (-6 -JAMB 3 (LOCK SIDE) EXTERIOR FRAME WIDTH 6 MEETING RAIL 3 (STEEL REINF.) 7 MEETING RAIL 3 (STEEL REINF.) 3/16" HEAT STRENGTHENED DOW CORNING 995 GLAZING BEAD ce 0 0 Ee- 0.100" SENTRY GLASS PLUS INNER LAYER BY DUPONT, OR 0.120" UVEKOL S LIQUID —RESIN INNER LAYER BY SURFACE SPECIALTIES. INC. 3/16" HEAT STRENGTHENED .455" GLASS BITE GLAZING DETAIL SCALE: FULL SIZE OJAMB (LOCK SIDE) o>'• KELVYN WHITFIELD. P.E. FLORIDA CERTIFICATE No.24140 n tgl O 0 0 1 SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW LARGE MISSILE IMPACT 4 DRAWING Nu« S805 —LM ( SHEET J of 6 ../491iiIr 49 r 1 m zg W 1 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD). TYPICAL 1/4" MAX. STIFF METALLIC SHIM 1 x 3/4 x. 1/8 x 4" LONG, PRE - DRILLED & FACTORY INSTALLED ALUM. CUP (ITEM 1133) AT FRAME HEAD ONLY, 23" FROM FRAME CORNER' (VENT SIDE ONLY), ATTACHED TO FRAME WITH TWO #10x1" PH. SELF DRILLING SCREWS (TYP. FOR .AU. APPUCATIONS) ELCO 1/440 HN. TAPCON (MUST PASS THRU CHANNEL. ITEM #33) ELCO I/4"0 HH. TAPCON (MUST PASS THRU SILL CLIP; 'ITEM g9) 12" LONG. PRE - DRILLED & FACTORY INSTALLED ALUM. SILL CLIP ADAPTER (ITEM .9) AT FRAME SILL INTERLOCKS ONLY. (TYP. ALL APPLICATIONS) ELCO 1/4 "4 HH. TAPCON (MUST PASS THRU CHANNEL, ITEM #33) d d • zm • w TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE 1 1/4" MIN. EMBED. 1 BY P.T. WOOD BUCK; (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD). TYPICAL ELCO 1/4 "0 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR 2 BY P.T. WOOD BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD). TYPICAL 1/4" MAX. STIFF METALLIC SHIM �ELCO 1/4 "0 HH. TAPCON (, 1'l7 In mt TO BE ENGINEERED SEPARATELY ALUMINUM: 6063 -T5 ALLOY MIN. ALUM.: Fy = 23 KSI MIN. JIt1L: Fy = 33 KSI MIN. • (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE 1 1/2" MIN. EMBED. ELCO 1/4-0 DRILL -FLEX (GRADE 5) SELF DRILLING SCREW. 1 /4" MAX. STIFF METALLIC SHIM APPreted d COMPtytq Witt tts A204 140 'a7ij2'L3 qel 1. �.jaN� ELCO 1/4 "0 DRILL -FLEX (GRADE 5) SELF DRILLING SCREW. TELY TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM). 2 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL ELCO 1/410 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT ® TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE TO WOOD SUBSTRATE TO BE EN ELY MINUM: 6063 -T5 ALLOY MIN. ALUM.: Fy = 23 KSI MIN. STEEL: Fy = 33 KSI MIN. (STEEL OR ALUM. 1/8" MIN. THICKNESS) ELCO 1/4 "0 DRILL -FLEX (GRADE 5) SELF DRILLING SCREW. 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) 'J ':f. KELVYN WHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 0 0 08 t Z_ J to O co Lu! EE cn MISSILE IMPACT g 1 g 1 8RAWW{+ No.: 5805 —LM SHEET 4 Of d J TM -1 FRAME JAMB 31A (FIXED SIDE) -4 .875' TM -132 FRAME JAMB (LOCK SIDE) Li.4orLLi3oo'-J TM -130 FRAME HEAD TM -133A FRAME SILL BASE TM -134 FRAME SILL TOP TM -137 FIXED MEETING RAIL BILL OF- MATERIALS_ ITEM QUANTITY PART No. MATERIAL ' DESCRIPTION LOCATION 1 1 TM -118 6063 -T6 ALUM. 3 1/8 _ LONG SPRING LOADED VENT LATCH FRAME SILL BASE WINDOW VENT SIDE RAIL MIDSPAN (LOCK SIDE) WIN -bOW 60TTOM FRAME 3 1 TM -133A 6063 -T6 ALUM. 4 1 TM -130 6063 -T6 ALUM. FRAME HEAD WINDOW TOP FRAME 5. 1 TM -131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE, *55.0 PSF) WINDOW SIDE FRAME 6 1 TM -132 6063 -T6 ALUM. FRAME JAMB (LOCK SIDE) WINDOW SIDE FRAME 7 1 TM -131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE, *90.0 PSF) WINDOW SIDE FRAME 8 1 TM -134 6063 -76 ALUM. FRAME SILL TOP WINDOW BOTTOM FRAME 9 1 /INTERLOCK TM -1.35 6063 -T6 ALUM. FRAME SILL CUP ADAPTER (12" LONG) WINDOW FRAME SILL. AT EACH INTERLOCK (ALL UNITS) 10 1 • TM -136 6063 -76 ALUM. FRAME SILL TRACK WINDOW FRAME SILL 11 1 TM -137 6063 -T6 ALUM. FIXED MEETING RAIL WINDOW FRAME . 12 2 TM -138 6063 -T6 ALUM. VENT TOP AND BOTTOM RAIL WINDOW TOP & BOTTOM VENTS 13 1 TM -139 6063 -T6 ALUM. VENT SIDE RAIL (LOCK SIDE) WINDOW SIDE VENT 14 1 TM -140 6063- T6,ALUMk MOVING MEETING RAIL . WINDOW SIDE VENT 15 4 /LATE -VENT TM -141A 6063 -T6 ALUM.' EXTRUDED GLAZING BEAD ( *55.0 PSF) WINDOW ,GLASS PERIMETER 16 (1) STRIP W31225 WOOL FIN SEAL WEATHERSTRIP -.270" x .220" HIGH • FRAME POCKET JAMB/VENT TOP & BOTTOM RAILS 17 (1) STRIP W43371 WOOL FIN SEAL WEATHERSTRIP -.187" x .370" HIGH FRAME POCKET JAMB/VENT SIDE RAIL (LOCK SIDE) 18 (1) STRIP W43201 WOOL FIN SEAL WEATHERSTRIP -.187" x .200" HIGH FIXED & MOVING MEETING RAILS AND SILL TOP 19 3 P5043 WOOL' 1 3/8" x 7/8" x 1L2" FINSEAL PAD FRAME TRACK (INTERLOCKS & LOCK ENDS) 20 2/VENT - -- PLASTIC/BRASS WHEEL HOUSING ASSEMBLY WINDOW VENT BOTTOM RAIL ENDS 21 4/VENT - -- 6063 -T6 ALUM. .540" x .740" x .063' GLAZING BEAD ( *90.0 PSF) WINFgOW GLASS PERIMETER (0X/X0, XOX *90.0 PSF) 22 2 - -- GLASS 7/16" OVERALL LAM. ANNEALED UVEKOL 7/16" OVERALL LAM. H.S. UVEKOL /SENTRY CLASS - WIN III FRAME /VENT (SEE DESIGN PRESSURE .TABLES) WINDOW FRAME/VENT (SEE DESIGN PRESSURE TABLES) 23 2 OR 3 - --. GLASS 24 AS REO'D 995 SILICONE GLAZING COMPOUND (DOW CORNING) CLASS PERIMETER 25 SEE ELEV. - -- . STEEL /PLATED INSTALLATION FASTENER (SEE SHEET 4 OF 6) WINDOW FRAME PERIMETER 26 2 /CLIP - -- STEEL /PLATED #10 x 1' PH. SELF - DRILLING SCREW (ASSY.) VENT HEAD WINDLOAD CLIP 27 lb - -- STEEL /PLATED #12 x 1 1/4" PH.SMS. (ASSY.) FRAME CORNERS 28 12 - -- STEEL /PLATED I¢10 x 1" PH.SMS. (ASSY.) VENT CORNERS & TOP /BOTTOM INTERLOCKS 29 1 - -- 6063 -16 ALUM. 3 5/8" x .062" SILL RISER (XO /OX, XOX *90 PSF) WINDOW FRAME SILL BASE, GLUED ON THE INTERIOR 30' 1 /INTERLOCK - -- 6063 -T6 ALUM. 1' x 1' x.1 /8" THK. REINFORCING TUBE . INTO MOVING MEETING RAIL (XO /OX *55.0 PSF) 31 • 1 /INTERLOCK - -- STEEL A -513 (11 GA.) 1" x 1" REINFORCING TUBE INTO MOVING MEETING RAIL (XO /OX, XOX *90.0 PSF) 32' 2/INTERLOCK - -- 6063 -T6 ALUM. 1" x 1/2" x 1/8" THK. REINFORCING CHANNEL INTO FIXED MEETING RAIL ()CO /OX *55.0 PSF) 33 1/VENT - -- 6063 -T6 ALUM. 1' x 13/16" x 1/8" x 4' LG. WINDLOAD CLIP FRAME HEAD, EACH VENT, 23" FROM LEFT (X0/0 X, XOX) INTO FIXED MEETING RAIL (X0 /OX, XOX *90.0 PSF) 34" 2/INTERLOCK - -- STEEL A -36 (11 GA.) 1' x 1/2" REINFORCING CHANNEL NOTE: (') DENOTES FULL LENGTH L TM -140 MOVING MEETING RAIL TM -139 SIDE RAIL (LOCK SIDE) TM -138 TOP AND BOTTOM RAIL TM -118 VENT LATCH LOCK OProvM q comp1y1N1 witi. r1r Florida Brleas Code tW i /1! Zen Qa•et L 44`1... i.4.1•• -- -1439 -� --I .923" I -- TM -1414 EXTRUDED GLAZING BEAD 3.625" -• ITEM ®9 SILL RISER Q82' 1.071" TM - 135 SILL CLIP ADAPTER {..-- 1.460• 677" II� 1.."-,.420- --1 TM-136 SILL. TRACK ITEM O GLAZING BEAD ANGLE KELVYN WHITFIELD. P.E. FLORIDA CERTIFICATE No.24140 0-14 0 1r fr 0 0 ea SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW LARGE MISSILE IMPACT 2 1 1 i7MWING No.: S805 -LM t SHEET 5 Or 6 112 x 1 1/4` PH.SMS. ASSEMBLY SCREWS 110 x 1 PH.SMS. ASSEMBLY SCREWS #10 x 1 PH.SMS. ASSEMBLY SCREWS 112 x 1 1/4" PH.SMS ASSEMBLY SCREWS 110 x 1 PH.SMS, ASSEMBLY SCREWS 1 WINDOW FRAME CORNER CONSTRUCTION DETAIL 110 x 1" PH.SMS. ASSEMBLY SCREWS OPERABLE VENT CORNER CONSTRUCTION DETAIL FIXED MEETING RAIL CONSTRUCTION DETAIL 112 x 1 1/4" ASSEMBLY SCR 1 $$a Tvl 1 FIXED VENT CORNER CONSTRUCTION DETAIL (XO /OX UNITS ±90 PSF) SHEET 8 OF 8 Window Door�a� SERIES 805 HORIZONTAL ROLLING WINDOW LMI 3 CONFIGURATION (XO /OX) Window Width Window Height Glass width Glass Height 7/16" Uvekol Ann. 7/16" Uvekol H.S. 7/16" Sentry Glass Plus H.S. 261/2 26 10.3125 20.25 55.0 90.0 90.0 26 1/2 38 3/8 10.3125 32.625 55.0 90.0 90.0 26 1/2 50 5/8 10.3125 44.875 55.0 90.0 90.0 261/2 63 10.3125 57.25 55.0 90.0 90.0 37 26 15.5625 20.25 55.0 90.0 90.0 37 38 3/8 15.5625 32.625 55.0 90.0 90.0 37 50 5/8 15.5625 44.875 55.0 90.0 90.0 37 63 15.5625 57.25 55.0 90.0 90.0 531/8 26 23.625 20.25 55.0 90.0 90.0 53 1/8 38 3/8 23.625 32.625 55.0 90.0 90.0 53 1/8 50 5/8 23.625 44.875 55.0 90.0 90.0 531/8 63 23.625 57.25 55.0 90.0 90.0 60 26 27.0625 20.25 55.0 90.0 90.0 60 38 3/8 27.0625 32.625 55.0 90.0 90.0 60 , 50 5/8 27.0625 44.875 55.0 90.0 90.0 60 63 ' 27.0625 57.25 55.0 90.0 90.0 74 26 34.0625 20.25 55.0 90.0 90.0 74 38 3/8 34.0625 32.625 55.0 90.0 90.0 74 50 5/8 34.0625 44.875 55.0 90.0 90.0 74 63 34.0625 57.25 55.0 90.0 90.0 Window Door SERIES 805 HORIZONTAL ROLLING WINDOW LMI - 4 CONFIGURATION (XOX) DESIGN PRESSURE ( +/- , PSF) Window Width Window Height Glass Width Glass Height 7/16" Uvekol H.S. 7/16" Sentry Glass Plus H.S. 74 26 21.438 20.25 90.0 90.0 74. 38 3/8 21.438 32.625 90.0 90.0 74 50 5/8 21.438 44.875 90.0 • 90.0 74 63 21.438 57.25 90.0 90.0 85 1/8 26 25.146 20.25 90.0 90.0 85 1/8 38 3/8 25.146 32.625 90.0 90.0 85 1/8 50 5/8 25.146 44.875 90.0 90.0 85 1/8 63 25.146 57.25 90.0 .90.0 97 1/8 26 29.146 20.25 90.0 = 90.0 97 1/8 38 3/8 29.146 32.625 90.0 90.0 97 1/8 50 5/8 29.146 44.875 90.0 -90.0 97 1/8 63 29.146 57.25 90.0 90.0 1111/4 26 33.854 20.25 90.0 90.0 111 1/4 .Y 38 3/8 33.854 32.625 90.0 90.0 111 1/4 50 5/8 33.854 44.875 ' 90.0 90.0 111 1/4 63 33.854 57.25 90.0 90.0 oAt BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 T.M. Window & Door Co. 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,• or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code , including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 338 Aluminum Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12- 05 -03, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there bas been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 03-0925.04 Expiration Date: January 08, 2009 Approval Date: January 08, 2004 Page 1 Jo T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact)", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12 -05- 03, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA /TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PA /TAS 202 -94 3) Water Resistance Test, per PA / TAS 202 -94 4) Large Missile Impact Test, pear PA /,TAS 201 -94 5) Cyclic Wind Pressure Loading, per PA / TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL -2782 (FTL00114), per PA 201, 202, 203 -94, FTL -2784 (Y1100140), per PA 201 & 203 -94 and FTL -3803 (1r1L03072), Per TAS 201, 202 and 203 -94 dated 11/06/01, 11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P. E. and Joseph Chan, P E 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, per PA 201 -94 5) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL #0806.02-02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Anchor, glass and structural analysis, prepared by Al Farooq Corporation, dated 09/12/03 and revised on December 11, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Glass Holding LLC for "SAF- GLAS", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI, dba Nebula Glass for "Glasslam Safety Plus ", expiring on.09- 09- 2008. 3. Notice of Acceptance No. 99- 0302.04 issued to UCB Chemical Corp for "Uvekol ", expiring on.02- 08- 2004. • F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated 09/18/03, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance statements, part of respective test reports. G. OTHER 1. Test proposal by TM Windows dated May 13, 2003 approved dated 5/16/03 by BCCO le-An \ . is 1. Chanda, P.E. Product Control Examiner NOA No 03-0925.04 Expiration Date: January 08, 2009 Approval Date: January 08, 2004 E -1 0 SILICONE TREMCO TREMCNAZE 5500 SILCONE DOW CORNING 995 3/18" ANN. GLASS .080" POLYESTER SAFETY PLUS .010" PET .080" POLYESTER SAFETY PLUS 1/8" ANN. GLASS O SILICONE TREMCO TREMGLAZE 5500 SILICONE DOW CORNING 03/18" X 1/2" 895 GLAZING TAPE 3/18" ANN. GLASS .080" POLYESTER .010" PET 080" POLYESTER 3/18' ANN. GLASS 3/16' X 1/2" GLAZING TAPE 9 SIU ONE DOW CORNING 995 GLASS TYPE 'A' 'OLASSLAM SAFETY PLUS' BY NEBULA GLASS WTL INC. 3/18" HEAT STREN'D GLA55 .120 INTERLAYER LNEXOL -U0. RESIN 3/18" HEAT STREN'D GLASS #10 X 1 -1/4" P.H. SUS AT 22" 0.C. 0 SILICONE . ? TREMCO TREMGLAZE 5500 . GLASS TYPE BY UCB CHE IICAI. CORP. 3/18' HEAT STREN'D GLASS .015 ADHESIVE BY S.I.G. .070" POLYCARBONATE BY 5.1.0. .015 ADHESNE BY S.I.C. 3/18" HEAT STREN'D GLASS OSIUCONE TREMCO TRE140LAZE 5500 GLASS TYPE 'D" 'SAF -GLAS' BY SECURITY IMPACT GLASS HOLDING INC. GLAZING OPTIONS 3/18' TEMP. GLASS .015 ADHESNE BY S.I.G. .070" POLYCARBONATE BY S.I.C. .015 ADHESNE BY S.1.0. 3/18' TEMP. GLASS 6' MAX. FROM ENDS FALSE MIJNTINS SURFACE APPLIED OPTIONAL 11 1/2' MAX. HEAD /SILL g SILICONE 0E1200 INSTALLATION l ok FASTENERS IN STAGGERED PAIRS 0 NIBIr8 N 7004 . MEd Dodo GLASS tR TYPE 'E' H7L�NAG1 I. L 1•AU.1a :SA —GLAS' .I 1 BY SECURITY IMPACT GLASS HOLDING INC. I ! 1 D.L OPG. WINDOW WIDTH TYPICAL ELEVATION SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR TNEEE WINDOWS TO BE AS PEE CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF F1XE0 /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS HOLDING CURRENT NOA. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. Worn minks NY fTHFRS. MIST RF ANr.HORFn PROPFRI Y To TRANSFFR LOADS TO THE STRUCTURE AND TO BE REVIEWED BY BLDG. OFFICIAL ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. FLt P Y 1657 CAN. 38,16 5 aEC 1 1 2003 (sheet 1 of 4 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' CLASS TYPE IF GLASS TYPE '0' CLASS TYPE IF GLASS TYPE '8' WIDTH LENGTH EXT. ( +) INT. ( -) 38' 42' 48" 54' 60' 88' 72' 48' 82.0 54.8 47.8 47.8 XX XX XX 36" 42" 48' 54' 60' 56' 72" 80' 82.0 52.3 XX XX X XX XX 38' 42' 48' 54' eo. 88' 72' 72' 52.9 XX X XX Y X XX X X 38' 42' 48" 54' 80' 68' 72" 84' X X X 82.0 54.9 47.8 47.8 X XX xx 82.0 52.3 X XX XX X X EXT. (+ INT. ( -) 58.0 59.0 59.0 59.0 59.0 59.0 50.0 50.0 57.9 57.9 84.8 84.8 XX XX 59.0 89.0 59.0 59.0 57.9 57.8 X X X X XX XX XX XX EXT. (+) INT. ( - >1 EXT. (4) INT. ( -) EXT. ( +) INT. ( -) 75.0 1 75.0 1 90.0 90.0 95.0 95.0 75.0 1 75.0 1 90.0 90.0 95.0 95.0 70.0 1 75.0 1 90.0 90.0 95.0 85.0 75.0 I 75.0 1 90.0 90.0 95.0 95.0 75.0 1 no I 90.0 90.0 95.0 95.0 75.0 I 75.0 1 90.0 90.0 95.0 95.0 75.0 1 73.0 1 90.0 90.0 95.0 95.0 75.0 1 75.0 1 90.0 90.0 95.0 99.0 75.0 1 75.0 1 90.0 75.0 75.0 72.0 72.0 altalko XX XX Y Y XX X X XX xx X xx XX X X xx XX XX XX XX 38' 42" 48' 84' 60' 88' 72' 98 X X XX X xx XX XX xx xx X X XX X xx 35' 42" 48" 54" 60' 88' 102' XX XX XX XX X xx X X XX X X XX XX XX 38" ,•r 48' 54' 60' 88' 108' XX XX X X X XX XX XX XX X XX XX 38" 42' 48' 54" 60' 114" XX X X X X X X XX X X xx XX X 35' 42' 48' 54' 60' 120' XX XX X X XX XX XX XX XX XX Y X Y XX XX XX XX 58.9 58.8 XX XX XX XX XX XX XX XX XX XX XX xx XX XX XX XX XX XX XX XX XX xx XX XX XX xx XX xx 90.0 95,0 95.0 75.0 1 90.0 90.0 95.0 95.0 754 I 80.0 80.0 95.0 95.0 72.0 1 72.0 72.0 95.0 95.0 72.0 1 72.0 720 95.0 72.0 I 72.0 72.0 90.3 05.0 90.3 75.0 1 90.0 90.0 95.0 95.0 75.0 1 90.0 90.0 95.0 95.0 75.0 1 75.0 1 90.0 90.0 05.0 75.0 I 75.0 1 80.0 72A X X 75.0 75.0 80.0 95.0 95.0 95.0 72.0 1 72.0 720 90.3 00.7 XX 1 XX XX 82.1 82.1 XX 1 XX X 753 75.0 1 90.0 90.0 95.0 753 95.0 75.0 1 90.0 90.0 95.0 93.0 75.0 I 75.0 1 87.4 75.0 X xx 87.4 95.0 85.0 75.0 1 77.7 77.7 95.0 95.0 XX 1 xx X 92.9 92.8 XX 1 XX X 84.5 84.5 XX 1 xx 1 xx X 77.4 77.4 75.0 1 75.0 1 80.0 90.0 95.0 95.0 73.0 I 75.0 1 90.0 73.0 90.0 95.0 95.0 73.0 I 77.7 77.7 9o.D 233.0 XX I xx 1 xx xx 95.0 95.0 XX I XX 1 XX xx 94.9 94.9 XX 1 XX 1 XX X 88.2 88.2 XX 1 XX 1 xx xx 79.0 79.0 75.0 I 75.0 I 90.0 90.0 95.0 95.0 75.0 1 75.0 1 90.0 90.0 93.0 95.0 XX 1 XX 1 xx X 93.0 95.0 XX I XX 1 xx X 95.0 95.0 XX 1 XX 1 xx XX XX XX XX XX XX XX XX XX XX xx XX XX XX XX xx XX XX XX XX XX XX XX XX XX XX X xx X 893 893 X 81.2 81.2 75.0 1 75.0 1 90.0 90.0 95.0 95.0 70.0 1 75.0 1 09.7 09.7 82.0 03,0 XX 1 XX 1 XX X 95.0 95.0 XX 1 XX 1 XX X X 95.0 95.0 XX 1 XX 1 XX xx 95.0 85.0 XX 1 XX 1 xx X 86.4 88.4 75.0 I 75.0 1 90.0 90.0 95.0 93.0 XX 1 XX 1 XX XX 95.0 95.0 XX 1 xx I xx X X 95.0 96.0 xx 95.0 95.0 XX 1 XX 1 xx X 913 91.3 75.0 1 75.0 1 80.0 90.0 95.0 95.0 XX 1 XX 1 xx X xx 95.0 95.0 XX I XX X 95.0 95.0 X X XX X XX X XX 1 XX X 95.0 95.0 Xx X X xx _ X XX 1 XX X 95.0 95.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' VIDTH LENGTH EXT. ( +)I INT. ( -> 38' 42' 48' 54' 128' XX 1 XX XX 1 XX XX I XX XX 1 XX 38' 42' 48' 54' 132' XX 1 xx XX 1 xx xx xx XX 1 XX 38' 42' 48' 138' XX 1 XX xx 1 xx XX I xx 38' 42' 48' 144' XX 1 xx XX 1 XX XX 1 xx GLASS TYPE IF GLASS TYPE 'C' CLASS TYPE IF GLASS TYPE 'E' EXT. N) INT. ( -) EXT. ( +) INT, C -) EXT. ( +) INT, ( -) EXT. ( +) INT, ( -) X X X X 73.0 75.0 90.2, 90.0 95.0 95.0 XX X XX XX XX XX 95.0 95.0 XX XX XX XX Xx xx 93.0 95.0 XX XX XX XX X XX 95.0 95.0 X XX XX XX XX X 95.0 95.0 XX XX xx XX ix Xx 98.0 95.0 xX xx xx xx xx XX 95.0 95.0 XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX 05.0 95.0 XX XX XX XX XX XX 95.0 95.0 XX XX XX XX X _ XX 95.0 95.0 XX X XX XX XX XX 95.0 95.0 XX XX XX XX XX XX 95.0 95.0 -XX XX XX XX XX XX 93.0 95.0 DESIGN LOAD CAPACITY X PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE IF CLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' INT. (X) WIDTH LENGTH EXT. (+) INT. OO EXT. ( +) INT. (X) EXT,. ( +) INT. (X) EXT. CO INT. (X) EXT. ( +) 19 -1/8' 28 -1/2' 37' 53-1/8' 28" 82.0 82.0 59.0 69.0 75.0 75.0 90.0 90.0 99.0 . 95.0 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 99.0 95.0 82.0 52.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 82.0 82.0 59.0 59.0 75.0 75.0 98.0 90.0. 95.0 95.0 19-1/8' 28 -1/2' 37' 53-1/8" 38 -3/8" 82.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 82.0 92.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 05.0 82.0 62.0 59.0 59.0 79.0 75.0 90.0 90.0 95.0 95.0 59.8 59.8 59.0 89.0 75.0 75.0 90,0 90.0 95.0 95.0 19 1/8' 29-1/2' 37' 53 -1/8' 50 -5/8' 92.0 52.0 59.0 59.0 75.0 75.0 90.0 80.0 95.0 95.0 62.0 92.0 59.0 59.0 75.0 - 75.0 90.0 90.0 99.0 95.0 62.0 82.0 59.0 59.0 75.0 75.0 90,0 90.0 594 96,11 45.3 45.3 59.0 59.0 75.0 75.0 85,3 653 95.0 95.0 19 -1 /8' 28-1/2' 37' 53-I/8' 53" 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 57.8 57.6 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX 75.0 73.0 81.3 81.3 95.0 95.0 19 -1/8' 28 -1/2' 37' 53-1/8' 82.0 62.0 59.0 59.0 79.0 75.0 90.0 90.0 05.0 95.0 74 -1/4' 62.0 62.0 59.0 59.0 75.0 73.0 90.0 90.0 95.0 95.0 X X X X 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X X X X X 75.0 75.0 813 812 95.0 95.0 w L J 114IE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 't890 D6.-HUUAYOUN FAR000 STRUCTURES FIA PE 0 16537 C.A.N. 3338 Appw.od *0008ryly18g8 S the Deerii e� ./r drawing no. W03 -52 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fy 36 KSI MIN. ALUMINUM : 8083 -75 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 28Y_ W000 BUCK — r— WOOD BUCKS NOT BY TM WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TY 1 /4' TAPCONS INTO WOOD STRUCTU TION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY I -1/4' MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 414 DRILLFLEX OR SELF DRIWNO SCREWS (SAE GRADE 5 Fy MIN..92 KSI) INTO METAL STRUCTURES (1/8' MIN. THICKNESS) 414 SMS INTO APPROVED MUWONS (NO SHIM SPACE) SEALANT: FRAME CORNERS SEALED WITH StUCONE. SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM D.4 OPG. WOOD BBUCCKKJ DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACES° EXTERIOR WINDOW WIDTH mmpW1•10 W lie r iS 0. II Io iV 'a In !! n:ii" Liu,. Env+ DR. HI,IMAYOUN FAR000 • STRUCTURES FIA PE 11 10587 CAN. 7538 OIbw n AO. W03 -52J (sheet3of 4 ) 0 WINDOW FRAME .0S2 TYP. GLAZING STOP TUBE r (2.-A) GLAZING STOP TUBE (i) GLAZING STOP EXTERIOR ANGLE .1E5— 1.500--- 0 GLAZING STOP INTERIOR ANGLE ITEW PART 5 QUANTITY DEscitipTioN MATERIAL mAISP./SUPpLIER/FastARKS 1 Ow-35277-A 4 WINDOW FRAME - 5053-T5 -- 2 1225 AS REGD. GLAVNG sTOP-TUBE 5053-75 - 2A PW-338 AS REGD. GLAZING STOP TUBE 5053-T5 - 3 BPA-1950 AS RECD. GIAZING sTOP1C(TERIOR ANGLE 5053-75 - 4 EIPA-1500 AS 0000. GIAZINO STOP-INIERIOR ANGLE 5053-T5 - 5 - AS RECO. GLAZING TAPE FULL LENGTH - 3/111- X 1/2- O iflo x I- - FRAME ASSEMBLY SCREWS - P.H. SUS 7 #10 x 1-1/4- - GLAZING STCP:SCREWS - P.H. SUS 0 MOO - GLAZING COMPOUND siucoNE TREDICO TREI4GtA2E SA 0E1200 - GLAzING CCIAPOUND sucoNE GE IXE—ORREILDETAIL En D0.1.11.1MAYOUN FA/4000 STRUCTURES FLA. PIE 3 18857 C.A.N. 3538 adf Approved as auspbblimith dm rural Olin Dar Ma I I.L6 5 zM M I A M I DADS MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE. 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been .reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. S605-LM., titled "series 605 single Hung window. ", sheets 1 through 5 of 5, prepared by manufacturer, dated 07 -23 -01 and last revised on 06 -07 -02, signed and sealed by Ballard L. Argus, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 terminal on and removal of NOAH 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 01- 0703.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No 01- 0703.01 Expiration Date: July 05, 2007 Approval Date: July 05, 2002 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S605-LM., titled "series 605 single Hung window. ", sheets 1 through 5 of 5, prepared by manufacturer, dated 07- 23 -01, last revised on 06-07 -02, signed and sealed by Ballard L. Argus, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, SFBC PA 201 -94 5) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Certified Testing Laboratories, Test Report No: CTLA -416W dated 04- 11 -02, signed and sealed by Ramesh Patel, P.E. (This report has been revised per addendum letter January 22, 2002, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P.E. ) 2. Additional test report No. CTLA 193 W -2 for water infiltration qualification. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated 01- 14 -01, 01- 15 -01, 01- 23 -02, 02- 08 -02, 02- 27 -02, 02- 28 -02, 03- 06 -02, 03- 08-02, 03- 21 -02, 04- 24-02, 05- 01 -02, 05 -08 -02 and last revised on 06 -07 -02 prepared, signed and sealed by Ballard L. Argus, P. E. D. MATERIAL CERTJF ICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. Dupont De Nemours for "Sentry Glas ® Plus ", expiring on 01/14/2007. 2. Notice of Acceptance No. 00- 0524.06 issued to Nebula Glass International Inc. for "Glasslam Safety Plus laminated glass ", expiring on 09/09/2003. E. STATEMENTS 1. Letter of conformance and "No financial interest, dated 08 -03 -2001 signed & sealed by Ballard L. Argus, P.E. 2- Statement letter of compliance, part of test report, issued by Certified Testing Laboratories, for Report No. CTLA -416W, signed & sealed Ramesh Patel, P.E. 4. Addendum letter dated 01 -22 -2002, issued by National Certified Testing Lab, for Test Report No. CTLA -416W, signed & sealed Ramesh Patel, P.E. F. OTHER 1. This file has been submitted under ERP (In- house) E -1 tsvn • LLw.v. L Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 01 -0703.01 Expiration Date: July.05, 2007 Approval Date: July 05, 2002 5 1/2" -- 8' .....--,53 1 /6' MAX. FRAME WIDTH —f 21 1/16" 21 1/16" EMAX. MAX. (7/18" GLASSLAM SAFETY —PLUS) �g 1/2' • • (5/16" SAF —GLAS) SERIES 605 SINGLE HUNG (REINFORCED); LARGEST It,IAD UNITS (VIEWED FROM EXTERIOR) SCALE: 1/2" = 1' -0' ��}�??? DESIGN PRESSURE (PSF) SEE CHART #3 (SHEET 4 OF 5) o ../ 48 1/4" x 37 1/2" MAX. D.L.O. AWATER 13 5/ MAX. '1— T W.R.T.: 12.00 PSF • (W /0 CAP BEAD AND NO SCREENS) (BASED ON TEST REPORT: 4 3/4" STEEL TEST REPORT: CTLA 416W —I REINF. 13 5/8' 1 MAX. 47 3/4" x 37 1/2" MAX. D.L.O. // m>_ (7/18" GLASSLAM SAFETY —PLUS) �g 1/2' • • (5/16" SAF —GLAS) SERIES 605 SINGLE HUNG (REINFORCED); LARGEST It,IAD UNITS (VIEWED FROM EXTERIOR) SCALE: 1/2" = 1' -0' ��}�??? DESIGN PRESSURE (PSF) SEE CHART #3 (SHEET 4 OF 5) o GLAZING: 7/16' GLASSLAM AWATER RESISTANCE TEST: 12.00 PSF W.R.T.: 12.00 PSF • (W /0 CAP BEAD AND NO SCREENS) (BASED ON TEST REPORT: (W /O CAP BEAD AND NO SCREENS) TEST REPORT: CTLA 416W -1A (BASED ON TEST REPORT: CTLA 193W -2) TEST REPORT: CTLA 416W —I NO SHUTTERS REOUIRED FOR THESE INSTALLATIONS. REINFORCED ' DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) SEE CHART #1 (SHEET 3 OF 5) SEE CHART #2 (SHEET 3 OF 5) GLAZING: 5/16" SAF —GLAS GLAZING: 5/16' SAF —GLAS W.R.T.: 12.00 PSF • (W /0 CAP BEAD AND NO SCREENS) (BASED ON TEST REPORT: W.R.T.: 17.00 PSF (WITH CAP BEAD • AND NO SCREENS) CTLA 193W -2) TEST REPORT: CTLA 416W -1A DRAWING INDEX SHEET 1. — GENERAL NOTES. ANCHOR NOTES, TYPICAL ELEVATIONS AND ANCHOR LAYOUT SHEET 2. —CROSS SECTIONS AND BILL OF MATERIALS SHEET 3. — INSTALLATION FASTENER CHARTS FOR 5/16" SAF —GLAS. SHEET 4. — INSTALLATION FASTENER CHARTS FOR 7/16" GLASSLAM SAFETY —PLUS. SHEET 5. —PARTS LIST GENERAL NOTES 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS CTLA 193W -2 AND CTLA 416W -1 /1A , AS LISTED ACCORDINGLY FOR EACH UNIT. 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE /CBS CONSTRUCTION ONLY (SEE ANCHORING NOTES BELOW) 3. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. TWO (2) 5/8' SPIRAL BALANCES. — LOCATE ONE (1) AT EACH JAMB. B. TWO (2) SURFACE MOUNTED METALLIC CAM LOCKS. LOCKING INTO A GROOVE IN THE FIXED MEETING RAIL, WITHIN 5 1/2" FROM EACH END. C. TWO (2) ALUM. VENT STOPS. 4 1/2" LG. — LOCATE ONE AT TOP OF EACH JAMB. D. FOUR (4) VINYL SASH GUIDES. — LOCATE TWO (2) AT EACH JAMB STILE OF THE OPERATING VENT, WITHIN 2 3/8" FROM THE BOTTOM OF THE VENT AND WITHIN 2" FROM THE TOP. E. TWO (2) BALANCE CUPS, WITH I.D. MARK "69N "— LOCATE ONE (1) AT THE BOTTOM OF EACH JAMB RAIL THE OPERATING VENT. F. TWO (2) EXTRUDED ALUMINUM BALANCE COVERS. — LOCATE ONE (1) IN EACH FRAME JAMB. 4. WEATHERSTRIPPING REOUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. — LOCATE AT FRAME SILL FLANGE, FIXED MEETING RAIL, VENT MEETING RAIL AND EACH JAMB RAIL OF VENT (ON THE INTERIOR AND EXTERIOR.) B. DOUBLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. — LOCATE AT VENT BOTTOM RAIL. C. ONE (1) 1 3/8" LONG STRIP OF SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. — LOCATE AT EACH ENO OF FIXED MEETING RAIL. D. ONE (1) WOOL PILE PAD. 1 1/2" X 7/8" X .750" HIGH. — LOCATE AT EACH SILL CORNER. E. ONE (1) WOOL PILE STRIP. 1 3/8" X 1/2" X .350" HIGH. — LOCATE AT BOTTOM RAIL INTERIOR, VERTICAL UNDER LIFT RAIL BUTTED TO STILE. 5. PROVIDE TWO (2) WEEP NOTCHES 1 3/16" LONG X LEG HEIGHT. — LOCATE ONE (1) AT EACH END OF THE SILL EXTRUSION INTERMEDIATE AND SCREEN RETAINER LEGS. B. GLAZING METHOD: EXTERIOR GLAZED WITH ADHESIVE BACK BEDDING COMPOUND AND EXTRUDED ALUMINUM ANGLE (1/2 "x1 /2 "x1 /16"THK.), SECURED WITH 18 x 1/2" P.H. SUS.. AT 8" FROM ENDS AND ONE AT MID —SPAN. 7. ALL STRUCTURAL FRAMING MEMBERS ARE ALUMINUM ALLOY 6063 —T6. 8. NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS ANCHORING NOTES A. INTO STRUCTURAL CONCRETE CONSTRUCTION. 1. TYPICAL ANCHOR TYPE IS 1/4 "0 TAPCON AND 1 1/4" EMBEDMENT DEPTH FOR 2000/4000 PSI STRUCTU- RAL CONCRETE AND HOLLOW CONCRETE BLOCK. 2. MINIMUM ANCHOR OUANTMES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME (SEE ELEVATIONS) .1. MAXIMUM SHIM SPACt tit IWEEN WINDOW FRAME AND CONCRETE SUBSTRATE 15 1/4 ". 4. MINIMUM 1/4 "0 TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK IS 2 1/2" 5. MINIMUM SPACING BETWEEN ADJACENT 1/4'0 TAPCON IS 3 ". B. INTO ALUMINUM SUBSTRATE: 1. TYPICAL ANCHOR TYPE IS SAE GRADE 5 1/4 "0x3/4" SHEET METAL SCREW 2. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEEVATION. MAXIMUM ANCHOR SPACING REQUIREMENTS: (SEE NOTE 1 ON SHEET 3 AND 4 OF 5) SAL ARG , P.E. y1 CE P o TA..N. #J13 324 Appmed as Thiidkpai ugado de' Dom %NIns,1.040 .4 1„' I.LL1aK�s G 7f o2 FLORIDA No.35686, CML R 8 0 8 0 1 5 8o U o � Z 0 LI CI w z pN to SQ V) u • w 0 1 8 8 Q 1 1 g mums Ho S6O5 —LM SHEET 1 OF s SEALANT 1/4 MAX. SHIM 4 tY 0 C 0 W lx W000 BUCK SEALANT 1/4' MAX. SHUT 2 1/2" MIN. EDGE DISTANCE ' 0.060' POLYESTER 1/8" ANN. G 0.010" P.E.T. FILM 0.060" POLYESTER 1/8" ANN. GLASS WITHOUT SILICONE CAP BEAD .500" GLASS BITE 7/16' OVERALL LAMINATED (GLASSLAM SAFETY -PLUS) BY NEBULA GLASS INTERNATIONAL INC. 0.070" POLYCARBONATE 1/8' ANN. GLASS 1/8" ANN. GLASS WITH SILICONE -- .500" CAP BEAD _ GLASS BITE WITHOUT SILICONE CAP BEAD 5/16" OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT CLASS HOLDINGS L.L.C. P.Y. ix woob buCK (BY OTHERS. TYP.) SEE NOTE BELOW GLASS OPTIONS SCALE: FULL SIZE 1 1/4" MIN. EMBED. INTO CBS (TYP.) BILL OF- MATERIALS ITEM .TY. PART No. MATERIAL - DESCRIPTION LOCATION •=1 oEIMULEHI:r.: IS< ... LCMENWTJT9PWILIM ■:rrt.:.T7 `71 sw•ISaa.7 � Fiotn.a4rAil[ii F111•111111FI♦th u �SLliAI 606 - 6 KM oteial •i4rU>:m ." 1 • . - VENT TOP RAIL ,T. " HE 1 . 6063 -T6 VENT BOTTOM RAIL WINDOW VENT WillINIFIIIMI112.m.filpfg*EilDill 4 g' ©[n itYZSjZiMin5TIMIV.14,15 SLY/i iT4II ] ik7 -1!1 GFM([!)» `- x 1 2 P.H, SCREW f T 1 n •1''17. 9A 1 2/VENT - -- STEEL 11 (1 STRIP 4037 FIN SEAL WEATHERSTRIP MTG.RAIL /FRAME SILL 1 1 TRIP 4. FIN 5 _ WEATHERSTRIP NT TOP 17 I 18 2 _[•;`:`'f -� - • WINDOW FRAME AS REQ 0 SILICONE STRUCTURAL GLAZING FRAME GLASS 20 SEE ELEV. STEEL 1 /4 "a TAPCON BY ITN BUILDEX FRAME PERIMETER 21 2 NT CAST LATCH LOCK VENT TOP 22 4 NT NYLON VENT GUIDE VENT INT. CORNERS 23 AL NT CALDWELL SPIRAL BALANCES AT FRAME JAMBS F 1F7LIMMI u KA MUNI BALANCE COVER FE= FEMME' c» • . .1 �ii FZIMME: Ri IMtii P =C .�a.; 10 T1. i.T.17,14al■ EMIo ®eEZIE7 IMIIMIRMITHUMMI FEl• © 33(" 1 4imm®' STEEL 1 2x1x1 2x1 8 CHANNEL I07: ,. AT MEETING RAIL (") DENOTES FULL LENGTH 14 IcyAo 170R13 1 1/4" MIN. EMBED. INTO 2000 /4000 PSI CONCRETE (TYP) INTERIOR EXTERIOR V 1/4" MAX. �f SHIM Ix WOOD BUCK TO. INSTALL. Z z0 88 U z z a E 9 a. 2 SERIES 605 SINGLE HUNG 1 O WINDOW WIDTH 88 P.T. Ix W000 BUCK SEALANT (BY OTHERS) SEE NOTE BELOW TYP. INSTALLATION INTO HOLLOW CONCRETE BLOC$ TYP. HEAD AND SILL INC•_rA LJUION INTO ONCRETE CD(HORIZONTAL SECTION SCALE: HALF SIZE WOOD BUCK INSTALLATION NOTE: WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMFNDFD BY ARCHITECT OR ENG OF RECORD tTVP.i NO SHUTTERS REQUIRED FOR THESE INSTAUATIONS. BALLARD L. ARG P.E. 844 91 ON i' 33324 1 1 W o2 FLORIDA No.35686. CIVIL INSTALLATION FASTENER CHART # 1 BASED ON TEST REPORTS: CTLA- 416W -1A AND CTLA -193 -2 (WATER TEST) 01.1123616: 5/16* OVERALL LAMINATED (SAF -GLAS) 313/16 SILL HEIGHT WITHOUT SILICONE CAP BEAD, WATER RESISTANCE wan MOO PSF SERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REQ'D ANCHOR QUANTITIES SIZE CODES PRODUCT CODE WIDTH (in.) HEIGHT (in.) POSITIVE NEGATIVE HEAD /SILL JAMB INDUSTRY SIZE CODES 1 2 19 1/8 26 +80.0 -99.3 2 4 1 3 19 1/8 38 3/8 +80.0 -99.3 2 4 1 4 19 1/8 50 5/8 +80.0 -99.3 2 4 1 4.5 19 1/8 56 5/8 +80.0 -99.3 2 5 1 5 19 1/8 63 +80.0 -99.3 2 8 1 6 19 1/8 76 3/4 +80.0 -99.3 2 6 113 2 26 1/2 26 +80.0 -99.3 3 4 H3 3 26 1/2 35 3/8 +80.0 -99.3 3 4 113 4 26 1/2 50 5/8 +80.0 -99.3 3 4 113 4.5 26 1/2 56 5/8 +80.0 -99.3 .3 5 H3 5 26 1/2 63 +80.0 -99.3 .3 6 H3 6 26 1/2 76 3/4 +80.0 -88.0 3 6 2 2 37 26 +80.0 -99.3 3 4 2 3 37 38 3/8 +80.0 -99.3 3 4 2 4 37 50 5/8 +80.0 -94.2 3 4 2 4.5 37 56 5/8 +80.0 -81.8 3 5 2 5 37 63 +72.1 -72.1 3 6 2 6 37 76 3/4 +58.9 -58.9 3 6 3 2 53 1/8 26 +62.6 -62.6 5 4 3 3 53 1/8 38 3/8 +43.6 -43.6 5 4 3 4 53 1/8 50 5/8 +34.4 -34.4 5 4 MODULAR SIZE CODES 20 70 24 84 +80.0 -91.3 2 7 20 76 24 90 +80.0 -87.8 2 7 20 80 24 96 +80.0 -84.9 2 8 20 86 24 102 +80.0 -82.2 2 8 NOTE 1• INSTALLATION FASTENER CHART #2 BASED ON TEST REPORTS: CTLA- 416W -1A AND CTLA -193 -2 (WATER TEST) GLAZING: 5116" OVERALL LAMINATED (SAP-GLAS) 313/16" SILL HEIGHT WITH SIUCONE CAP BEAD, WATER RESIT.TEST•17.0PSF) SERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REQ'O ANCHOR QUANTITIES SIZE CODES PRODUCT CODE WIDTH (In.) HEIGHT (in.) POSITIVE NEGATIVE HEAD /SILL JAMB INDUSTRY SIZE CODES 1 2 19 1/8 26 +99.3 -99.3 2 4 1 3 19 1/8 38 3/8 +99:3' ' -99.3 2 4 1 4 19 1/8 50 5/8 +99.3 -99.3 2 4 1 4.5 19 1/8 56 5/8 +99.3 -99.3 2 5 1 5 19 1/8 63 +99.3 -99.3 2 6 1 6 19 1/8 76 3/4 +99.3 -99.3 2 6 H3 2 26 1/2 26 +99.3 -99.3 .3 4 113 3 26 1/2 38 3/8 +99.3 -99.3 3 4 H3 4 26 1/2 50 5/8 +99.3 -99.3 3 4 H3 4.5 26 1/2 56 5/8 +99.3 -99.3 3 5 H3 5 26 1/2 63 +99.3 -99.3 3 6 H3 6 26 1/2 76 3/4 +88.0 -88.0 3 6 2 2 37 26 +99.3 , -99.3 3 4 2 3 37 38 3/8 +99.3 -99.3 3 4 2 4 37 50 5/8 +94.2 -94.2 3 4 2 4.5 37 56 5/8 +81.8 -81.8 3 5 2 5 37 63 +72.1 -72.1 3 6 2 6 37 76 .3/4 +58.9 -58.9 3 6 3 2 53 1/8 25 +62.6 -62.6 5 4 3 3 53 1/8 38 3/8 +43.6 -43.6 5 4 3 4 53 1/8 50 5/8 +34.4 -34.4 5 4 MODULAR SIZE CODES 20 70 24 84 +91.3 -91.3 2 7 20 76 24 90 +87,8 -87.8 2 7 20 80 24 96 +84.9 -84.9 2 8 20 86 24 102 +82.2 -82.2 2 8 MAXIMUM ANCHOR SPACING REOUIREMFNTS; 1. HEAD AND SILL FRAME ANCHORS: LOCATE ANCHORS 5 1/2" FROM ENDS, AND 13" 0.C. MAX. (SINGLE ROW) 2. JAMB FRAME ANCHORS: LOCATE ANCHORS 6" FROM ENDS, ONE ANCHOR AT 4 3/4" ABOVE THE MEETING RAIL CENTER LINE AND ONE ANCHOR 9" BELOW THE MEETING RAIL CENTER LINE, AN0 15 3/8" 0.C. MAX. (SINGLE ROW) 3. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED. TO MAINTAIN 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS.I jE 1 OliP S 0 a l INSTALLATION FASTENER CHART #3 BASED ON TEST REPORTS: CTLA- 416W -1 AND CTLA -193 -2 (WATER TEST) GLAZING: 7116" OVERALL LAMINATED (6LASSLAN SOFETY•PLUS) 3 13/16" 311 HEIGHT WITHOUT SIUCONE CAP BEAD. WATER RESISTANCE TEST: 12.00 PSF SERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REO•D ANCHOR QUANTITIES SIZE CODES PRODUCT CODE WIDTH HEIGHT POSBTVE NEGATIVE HEAD /SILL (In.) (in.) JAMB INDUSTRY SIZE CODES 1 2 19 1 8 26 +61.0 -61.0 13 NOMEII.IiasEMEGLIaJII 2 4 1 4 MINELIETtltill NUMMI 2 5 14.5 117171l11IIMIIaMMIll 2 -5 1 5 19 1/8 63 +• . -• .I 2 6 1 6 19 1/8 76 3/4 +61.0 -61.0 2 7 113 2 26 1/2 26 +61.0 -61.0 2 4 H3 3 28 1/2 38 3/8 +61.0 -61.0 2 4 H3 4 26 1 2 50 5 8 +61.0 -61.0 2 5 H3 4.5 26 1/2 56 5 8 + • - • 2 5 H3 5, H3 6 26 1/2 63 +61.0 -61.0 2 26 1/2 76 3/4 +61.0 -61.0 2 6 7 2 2 37 26 +61.0 -61.0 2 3 ®LI''M 3 4 24 1111111LETLIMUISMIIIMILLIII 3 5 2 4.5 ®7Q1111EM _ 3 ® �21111iLifit'ial 3 5 2 5 6 6 IFE■.!' YQ M1:6'1•!.1aI♦ W. 3 7 3 2 ®Ia�EiiR. llii.t• " 3 4 3 3 53 1/8 • 8 + I -•. I 3 4 3 4 53 1/8 50 5/8 +61.0 -61.0 3 5 3 4.5 53 1/8 56 5/8 +54.4 -54.4 3 5 3 5 53 1/8 63 +48.3 -48.3 3 6 3 6 53 1/8 76 3/4 +39.9 -39.9 3 7 MODU LAR SIZE CODES 20 70 24 84 +61.0 -61.0 2 7 30 70 36 84 +55.2 -55.2 3 7 40 70 48 84 +45.2 -45.2 3 7 20 76 24 90 +61.0 -81.0 2 8 30 76 36 90 +51.3 -51.3 3 8 40 76 48 90 +42.2 -42.2 3 8 20 80 24 96 +61.0 -61.0 2 8 30 80 36 96 +47.7 -47.7 3 8 20 86 24 102 +61.0 -61.0 2 8 30 86 38 102 +44.6 -44.6 3 8 1107E 1• OPTIONAL SUBSTRATES 1 . ALUMINUM MULLIONS #14 x 3/4' FH. SMS. (SAE GRADE 5 STEEL, MIN.) ALUM. MULLION (SEE MULLION N.O.A. UNDER SEPARATE APPROVAL) SEALANT TYP. INSTALLATION INTO RECTANGULAR ALUMINUM TYPE MULLION MIN. WALL THICKNESS ..062" MIN. ALLOY •6063 -T5 MAXIMUM ANCHOR SPACING REQUIREMENT% 1. HEAD AND S81 FRAME ANCHORS: LOCATE ANCHORS 5 1/2" FROM ENDS, AND 21 1/18" 0.C. MAX. (SINGLE ROW) 2. JAMB FRAME ANCHORS: LOCATE ANCHORS 6" FROM ENDS, ONE ANCHOR AT 4 3/4" ABOVE THE MEETING RAIL CENTER UNE AND ONE ANCHOR 9' BELOW THE MEETING RAIL CENTER LINE, AND 13 5/8' 0.C. MAX. (SINGLE ROW) 3. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS. IF REQUIRED. TO MAINTAIN 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. IMO SI-91M S REQUIRED FOR TrIEESE 1NSTALLATIORS. 114 x 3/4' FH. SMS. (SAE GRADE 5 STEEL. MIN.) ALUM, MULLION (SEE MULLION N.O.A. UNDER SEPARATE APPROVAL) SEALANT WINUUW WHIN -�- TYP. INSTALLATION INTO FLANGE ALUMINUM TYPE MULLION MIN. WALL THICKNESS «.062" MIN. ALLOY «6063 -T5 q the Dor 117 a BALLARD L. ARGUS, P.E. 844 .... 91 T CE ON, F 3. 24 FLORIDA No.35686, CIVIL Av a S 0 0 i • 1 X 3.245- Q Oi I V' /' D.125- /� LENGTH) WifwWw/ as tee e!' iS(Aoh ^. n V —g of Ili/ $ $ g t� i 1 0.082- 3.042' 0.082- ° III .888' r 1 0 . L .1 n 1 0.082 4 —� �Q z0 7 i �1•�--- �I'� —�j 1.oW- ITEM STEEL REINFORCEMENT CHANNEL (INTO THE MEETING RAIL -FULL (SCALE: FULL SIZE) 1 0.5500' VENT SCALE: 1. GW 88' 31134 JAM9 HALF I 1+- STILE SIZE �3.141•� 3.D73• CW 36783 FRAME HEAD SCALE: HALF SIZE -�f - miser as 37731 FRAME SILL SCALE: HALF SIZE .— 1.375.1 1-.- SERIES 505 SINGLE HUNG WINDOW LARGE MISSILE IMPACT (REINFORCE)) rri 0.125' -� STEEL REINFORCEMENT (INTO THE (SCALE: ,gr F- ITEM ©1 VENT TOP -FULL FULL SIZE) ! CHANNEL LENGTH) -7 1.375.1 I, O.OS2' VENT SCALE: 11 —II-- GW 31470 STOP HALF SIZE 0.082" 1. o ` SCALE: 1.875 - I GW 31445 FRAME JAMB HALF SIZE 1 0.500• --1 GW 38685 VENT TOP RAIL SCALE: HALF SIZE BALLARD L. ARGUS, P.E. 84 91 TERRACE .d • ION, 33324 / y� �iij ,� ^ If 8i �I� 0.488 --y 1.375 0.938' ,— f 1 - F••0.500* O.OS2" S.' F1r17 0.082 - Y i D.SDD• ' j ALUMINUM (INTO THE MEETING (SCALE: -1 -1 L. ITEM BAR RAIL FULL o.z50• © -44 LONG AT EACH END) SIZE) I 1 8 P...8 C7. 5 0.082• -4=7 ITEM 19-56 GLAZING BEAD (SCALE: FULL § d ANGLE SIZE) FLORIDA No.35686. CML _2- s a . , 1 GW 36706 VENT MEETING RAIL SCALE: HALF SIZE I 1✓ 1'375 GW 37730 VENT BOTTOM SCALE: HALF RAIL SIZE S605 DRAWING aoa —LM SHEET 5 Of 5 ti MIAMI.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach, FL 33069 MTA11II DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, surit 1603 MIANII, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: the use of construction materials. This NOA is being issued under the applicable rules and regulations governing Control onstruct and accepted The documentation submitted has been reviewed by Miami -Dade County 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 oduct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) right to have this product or material tested for quality assurance purposes. If this product or material faits to perform in and the AHJ may immediately the accepted manner, the manufacturer will incur the expense of such testing the AHJ may immediately ed right revoke, modify, or suspend the use of such product or material within their jurisdiction. to revoke this acceptance, if it is determined by Miami -Dade Couty Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code , including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 370 Aluminum Sliding Glass Door w/ reinforcements - Impact APPROVAL DOCUMENT: Drawing No. W03 -90, titled "Series -370 Alum Sliding Door ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on 03- 18 -04, signed anddhseNo by Dr. Ii the Miami -Dade County Product Control Approval stamp Humayoun Farooq, P.E., bearing of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufac urerss otherwise not city, state and following statement: "Miami-Dade County Product Control Approved", 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. a in the TERMINATION of this NOA will occur after the expiration date if this NOA as an n a revision or h ngy materials, use, and/or manufacture of the product or process. Misuse product, rodu for sales, advertising or any other purposes shall automatically'ternunate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. Florida, and followed by ADVERTISEMENT: The NOA number preceded by the words Mi�of the NOA is displayed, then it 'shall the expiration date may be displayed in advertising literature. If any portion 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 This NOA consists of this pag e 1 and evidence page E-1, as well as, approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 034113.05 Expiration Date: March 18� X04 Approval Date: March Page 1 4 DESIGN LOAD CAPACITY - PSF PNE FtfD. � f4a+. GLASS TYPE 'A' OR 'B' EXT. ( +) INK. (-) 2/8 72.0 72.0 3/0 72.0 72.0 3/8 -i 4/0 < r - 72.0 72.0 4/6 72.0 72.0 2/8 ;. _, _ • 3/0 72.0 72.0 3/6 B/0 72.0 72.0 4/0 72.0 72.0 SERIES -370 ALUM. SLIDING GLASS DOOR (L.M.J.) LARGE AND SMALL MISSILE IMPACT RESISTANT. DOORS SHUTTERS ARE 140T REQUIRED. DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART SHOWN ABOVE. 199" MAX. 6" MAX. TYP. HEAD /SILL CORNERS 5 CLUSTER OF 8 AT MTG. STILES DOOR WIDTH 2 ANCHORS AT INTERMEDIATE PtACES AND AT ENDS 21" MAX. TYP. AT HEAD /SIU. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USrEu. SPACED AS SHOWN ON ;DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A�t�HORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 11 44 3/4" MAX. D.L. OPO. 5t" MAX. 44 3/4" MAX. PANEL WIDTH D.L OPO. 81" MAX. PANEL WIDTH TYPICAL ELEVATION TESTED UNIT ONE PANEL.- TWO PANELS THREE PANELS POCKET LEFT OR 'RIGHT POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT TWO PANELS POUR PANELS POCKET LEFT AND ROKT POCKET LEFT M40 RIGHT APPRGVF0 CONFR.1IRAT1 UM: i'r.'�r9CFmn ItlfRRT SIX PANELS POCKET LOT AND RIGHT 1. CLUSTER OF 3 AT MTG. STILES A,1W* .4 a t atitA11112 with the FWrida %Win CD4 Data How* ',� ley 4, NOA/ "e�i�ena� 8 3 o O M O g •z3 0 - gRO�z7aa'� 1 drawing no. W03 -90 (shag 1 of R I LL�I , I 11 n GI ` � m -i V r < r THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USrEu. SPACED AS SHOWN ON ;DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A�t�HORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 11 44 3/4" MAX. D.L. OPO. 5t" MAX. 44 3/4" MAX. PANEL WIDTH D.L OPO. 81" MAX. PANEL WIDTH TYPICAL ELEVATION TESTED UNIT ONE PANEL.- TWO PANELS THREE PANELS POCKET LEFT OR 'RIGHT POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT TWO PANELS POUR PANELS POCKET LEFT AND ROKT POCKET LEFT M40 RIGHT APPRGVF0 CONFR.1IRAT1 UM: i'r.'�r9CFmn ItlfRRT SIX PANELS POCKET LOT AND RIGHT 1. CLUSTER OF 3 AT MTG. STILES A,1W* .4 a t atitA11112 with the FWrida %Win CD4 Data How* ',� ley 4, NOA/ "e�i�ena� 8 3 o O M O g •z3 0 - gRO�z7aa'� 1 drawing no. W03 -90 (shag 1 of R TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING 18Y OR 213Y W000 BUCK •a ATTACHMENT TO CONCRETE DADE COUNTY APPR D MULLION SEE SEPARATE NOA TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING a*" 77+11v wi7sy ATTACHMENT TO MULLION 1/4" HEAT STREN'D GLASS 120• NTERLAYER FILM UVEKOL U0. RESIN I6Y UCB CHEMICAL CORP. METAL STRUCTURES (STEEL OR ALUM. I /5" MIN. THICK) STEEL : Fy a 36 KSI MIN. ALUMINUM • 8083 -75 MIN. TYPICAL' ANCHORS IN STAGGERED PAIRS SEE ET.EM. FOR SPACING ATTACHMENT TO ALUM OR ST FL .WOOD BUCKS NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" HEAT STREN•D GLASS .090" INTERLAYER FILM SOLUTIA SAFLOC/KEEPSAFE MAXIMUN 1/4' HEAT STREW() GLASS 1/4" HEAT STREN•D GLASS SIUCONE DOW CORNING 995 Wt • ANCHORS 6. SIAK:.RED PAIRS • HIGH STRENGTH LRtouT GLASS TYPE 'A' SILICONE DOW CORNING 995 o GLASS TYPE 'A' GLAZING OPTIONS • ES PENETRATION INTO WOOD THRU 18Y OR 28Y WOOD BUCKS I14TO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE • 1 -1/4" MIN. EMBED INTO CONCRETE SEE ELEV. FOR SPACING f4" DRItt FL FIT CFI F DR UNO SMIS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) INTO OVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY m 2 -1/2" MIN. INTO WOOD STRUCTURES a 3/4" MIN. SEALANTS; FRAME AND PANEL CORNERS AND INSTALLATION SCREWS AT SILL AND JAMBS SEALED WITH JOINT SEALANT. WEEPHOLES; WI a. (6) 1" WEEP NOTCH AT EACH END OF SILL W2 m (8) 1" WEEP NOTCH AT EACH END OF SILL Approved as mmpytnvotth the Florida Wass Cork nOAIIQAMA ganef. 1.L 1a1 Ire n o 5, 3Nm agR • �5 drawing no. W03 -90�. t Ahnot 7 of F ) me, TYPICAL ANCHORS AT lir O.C. SEE ELEV. 44 PANEL WIDTH . • 4. 0 . . • • 1. • • :4 • 171 al tk:Mak •••-r--71 t.■••■[ II Ir _...... ■•■••■■•■,r. Allj 4.411;71 Wilti.! AN ..:2:CFIGM illrammIlMatilt.::■- Vl, Lallab: --- .---ANAiiii I 03 1111111 (I) AtTACHMENLIOSAMCBEIE QR CONC. BLOCK TYPICAL ANCHORS AT 13" O.C. SEE ELEV. •. TYPICAL ANCHORS • • • AT 13" O.C. SEE ELEV. ACCESS HOLE (3) flO X 2" MLF DRILUND SCREWS AT 143" FROM EACH END & ONE AT MOSPAN (2) 110 X 1" SUS AT TOP & 13017011 RAILS &Nuea as amp/aims with Ow Florida NO MAR 1 8 2004 drawing no. W03-90 (sheet 3 of 6) a 0 a 1/4' TAPCONS 1 -3/4 ANN. EMBED 14 X 1 -1/4' SUS FIXED PANEL INSTALLATION DETAILS OXO OR OXO REVERSE HOMA F1. � FU1PE 11 1 MST CAN. 3538 MAR 1 8 2004 Harkin ilddipteals Me AR Ki g 200 CC Mot of 1. (14,4141. M 0 0 S - drawin4 no. W03 -90 sheet 4 of 6 • ■ 13 01 ® -. - ---- OXO OR OXO REVERSE HOMA F1. � FU1PE 11 1 MST CAN. 3538 MAR 1 8 2004 Harkin ilddipteals Me AR Ki g 200 CC Mot of 1. (14,4141. M 0 0 S - drawin4 no. W03 -90 sheet 4 of 6 _1 .842 }^- .500 -r-1 .123 4.417 5.028 {-.080 4^ r1.375 1. 2 - f• •.072 3.000 .1_ . ,. -/.698 �-•-�- I I -1.596 ^+1 FRAME HERO MY-27509 �- 1.396 ---- 1 .4 11 }77 + ! •7� i•r 2q3 JOQ CORPORATION PUWNERS do PRODUCT DESIGN 7 AVE !OA 33174 64 -8100 FAX. (309) 262 -6978 COMP— ANL\W03 { 1.144 1 3.147 Um- 1.600 1► I ••--06 --- 2.529 r.3 1.407 FIX. PANEL STILE OW 37637 000 FIX. PANEL CUP GW 37743 STILE ADAPTER GW 37829 ... -... .436 1.819 I I `.•"' -'-' 462 r--1.581--1 i"-� 2.093 --y I I .750 1 !' a._ /.aoo 7 r- .375 4.475 wAEN ANGLE . PAM. HT. LENGTH >• PANEL Hf. 1.647 708 2.888 .070-. - .758 Ln 438 �- 1.084 TOP CLIP TM -110 3248" 1.387 ! .045 1.367 1 PANEL OW 1.000 TOP RAIL 37832 TM WINDOW AND DOOR 601 N.W. 12TH AVE. • POMPANO 'BEACH, FL 33069 TEL. (954) 781 -4430 FAX (954) 781 -5078 4.000 REINFORCING BARS 0 e- 1 1.162 2.080 1.313 922 875 • 2.562 MALE BUTT STILE /LOCK STILE •W 37823 1' .750 4.893 1.367 T-} 1.387 1.387 :- _ .062 _ , 158 DOOR FRAME JAMB OW 34977 .522 2.230 WALL INTERLOCK TM-105 -- 2.782 .608r , .875 • Approved a soopl}ind►bialt Doi /1 0414 I� M/v 4 1& r ZooOti 2.981 I 2.709 • 062 4.873 TAI- L zr- i''J1----• 4 f 1.006 - 2.762 .822 �-• J '.. i `s Aggo 58 q °J otj 1 8 PgI S 1.893 3.157 28a5 ---1 _, 11 1.184 r 1 7.407 • PANEL BOTTOM RAIL OW 37824 DOOR FRAME JAMB GW -31172 .125 _ 2244 -- ---- 2230 --- .875 .- POCKET MAJOR INTERLOCK /ASTRAGAL TM-108 3.119 POCKET MINOR INTERLOCK 1' M -108 I/7, • DIN M► d:: •,l 4.. y4. e,,'� o . a u^ .6i o k B 2.015 ---- r• . 140 -J .625 5.834 5r o _.4 m- • .080 2.500 2564 .r-- 1.670 --- `-.140 y $ k 1 • I 1 1.271 1 . •a- wry: OR. i,J1000 FLA. 92 Ur/ axw ..r�1 _----'. 1 8 YO04 • i_<__ , .6i 7 .-• MINOR INTERLOCK ICVR`Y --.oBD REINFORCEMENT 114-107 ^ r UT MAJOR INTERLOCK -.095 REINFORCEMENT TU -tnD drawing no. W03 --90 s3oo FRAME SILL TN •f11 =c -� a 1 PAN L. TOP CORNER PANEL. BOTTOM CORNER 1736 No. PART No. QUANTITY DESCRIPTION MATERIAL 14ANF. /SUPPUER/REM.U1XS 1 SW -27509 1 FRAME HEAD (3 TRACKS) 80133=T6 XXX 2 TM -111 1 FRAME SRI (3 TRACKS) - 8063 -78 XXX 3 OW -31172 1 FRAME JAMB (3 TRACKS) 8083 -76 XXX 34 GW 34977 1 FRAME JAMB (2 TRACKS) _- 6063 -76 XXX 4 TM -104 AS REOD. WALL ANGLE BRACKET 6083 -76 XXX 5 TM -105 AS REOD. WALL INTERLOCK 6063 —T8 XXX 6 GW -37832 1/ PANEL TOP RAR. - 6063 -76 XxX 7 CW -37624 1/ PANEL BOTTOM RAIL -8083 —T6 XXX 8 711-108 AS REGD. POCKET MAJOR INTERLOCK `8083 —T6 XXX 9 114-106 AS READ. POCKET MINOR INTERLOCK 6063 -78 XXX 10 T11-107 1/ INTERLOCK MINOR INTERLOCK REINFORCEMENT 6063 -78 FULL LENGTH • 11 711 -109 t/ INTERLOCK MAJOR INTERLOCK REINFORCEMENT 6063 -18 FUU. LENGTH 12 T11-110 7 TOP CUP, 9 -1/2' t.0N0 6063 -76 1 EACH ABOVE ALL INTERLOCKING & FEMALE SOLES 13 071 37837 AS READ. - FIXED PANEL STILE 6063 -76 XXX 14 CV/ 37743 AS REOD. FIX. PANEL CUP ALUMINUM XXX 15 GW -37623 AS RECD. MALE BUTT STILE 8063 -78 PANEL LOCK SIDES 16 GW -37829 AS READ. 571LE ADAPTER .6083 -76 PANEL ASTRAGAL 20 4020 —PILE 1 ROW 'ULTRAFAR' FIN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS 21 4037 —PILE 2 ROWS "ULTRAFAB' FIN SEAL WEATHERSTRP - WOOL INTERIOR INTERLOCK STILES /FRAME JAMBS 22 4020 -PILE 1 ROW 'ULTRAFAB' FIN SEAL WEATHERSTRIP WOOL FRAME JAMBS /ASTRAGAL T23 XXX AS REGD. 3/4 x 2 1/2' LG. SELF- ADHESNE FO4 SEAL PAD WOOL XXX 24 XXX AS REQ'D POLYURETHANE SEAANI' FOAM ENOS /INTERLOCKS 25 0071 995 AS REO•0 STRUCTURAL SIUCONE - SILICONE - PANELS 28 711- 38205 2/ PANEL TM TANDEM ROLLER ASSEMBLY ALUM /NYLON BOTTOM OF PANELS 27 711 -32476 2 7M tATCH ASSEMBLY ALUM/VINYL MALE ASTRAGAL 28 7M -32424 2 TM KEEPER - ALUMINUM FEMALE ASTRAGAL. 29 • XXX 2 /LA7CH /10 X 2' OH. MS. ASSEMBLY SCREW STEEL LATCH ASSY. 30 XXX 2/KEEPER /10 x 1/2' TR. HO. KEEPER INST. SCREW STEEL FEMALE ASTRAGAL 31 XXX 8/PANEL /10 x 1' PH. 5115. PANEL ASSY. SCREW _ .STEEL PANE. CORNERS 33 X%X 2 /CUP /10 x 1' PH. SKIS. TOP CUP MST. SCREW : STEEL HEAD INTERLOCKS 34 XXX AS REDO. 1' X 1' REINFORCING BAR STEEL AT FDT. PANEL STRE 35 XXX AS REQO. 3/8' X 1' REINFORCING BAR _ STEEL. AT FIX. PANEL STILE . Env: 011. 41LK4AYC9N F smucnues rU i 6 E # 1 18 CAN. MAR 1 $ 2004 Apposed eseesaptelasshb the Florida e Dab 8p I s •••1 i • 1`a.t�w drawing no. WO3 -90 (sheet 6 of 6 MI�►MID� BUILDING CODE COMPLIANCE OFFICE (B{:CO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NIIAMI DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 AIM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wall- Alnminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620 -1, titled " 1" STD. Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.R, dated 5/26f04, with revision "A" on 5/3/04, bearing the Miami Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0701.05 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 Theodore Berman, P.E. 04- 0528.04.max NOA No 04-0528.04 Expiration Date: June 28, 2006 Approval Date: July 08, 2004 Page 1 xew'b0'8Z90--b0 YYPE �• OR BOTH CNN's ,( - W1 +w.(2.) WINDOWS W MULLED TOGETHER F0!? DETERMINING MAX ALLOWABLE RESSURE S ON PAGE OF 5 MAX OPENING = W 01? W1 +W2 MULL LENGTH = K N - H1+142 (1)lyl pow MULLED W /ONE ABOVE R DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR Hl +H2 MULL LENGTH = W NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ® 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 oa w - wt +w2 H - H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 IA1) MAX OPENING = 11 OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = HI IF/ Robert L park. P.E. PE #39712 Structural w w - W1 +92 +193 x - Nr +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W 01? W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = HI TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS .a ex lost- 4144 6, rot- rt. r-I FK. 5/3/04 1 A — ADO NOTAAON 4/28/00 Drawn by: P.J.P. ARRANGEMENT DETAIL 1 " STD. WALL MULLION 1070 TECHNOLOOY ORATE P.O. BOX 1529 NORMS, FL J4275 Npr0i05, Pi. J4274 MULLS NTS Shoot: 1a#5 a•o 6620 -1 Xew'170'8Z90 -170 TYPICAL MULLION TO MULLION INSTALLATION TYPE A° NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP 1S THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENINC. 2. REFERENCE 1tw REPORT FTL -2902, 2903 AND 2975 IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE RErtk TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ.() FOR YOUR SPECIFIC APPLICATION. r-2" OR 4 "-1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE C" :02IC.ALMULLION 70 STRUCTURE WRH WOOD BUCK AND CONC. TYPE D , TO &E USED ONLY WITH PGT INDUSTRIES PRODUCTS T IN USTRIES Rend I /Daft $/3/04 ormm OM P.J.P. Chkd SIAM= 4/28/00 Rewlelemm A NOTA3ON CLIP & INSTALLATION DETAIL 1 " STD. WALL MULLION 070 TECHNOWiY ORIVE P.D. BOX 1529 NOfICORO$ FL 34273 NOKOMI5, FL .34274 Arxise MULLS NTSI2a5 Orm,bp 6620 -2 XBW O'8Z90-b0 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE A' 1 x 2 x i 1x4x> I" MULL CLIP TWO (2) ANCHOR LOCATIONS' VORtls?ON DWG / 1099 mance uvula c r D*9t. 'wr aw I" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION ONG / 1099 q/{ Robert JA park, A.E. 1. REFERENCE 1FST REPORT F7L- 2902,2903 AND 2975 PE 939712 Sttnau at MIN. FROM END (TYP) ; • TWO (2 ANCHOR LOCAT1ONS Vr1NUSION D$G / 1099 MIN. FROM END (TYP) I" MULL CLIP W/TASS REMOVED FOUR (4) ANCHOR LOCATIONS IETORUSION DM 1 1099 TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS T IND STRIES �FXey: parr rim 9,:'Doty A � NOTATION Onisal By: P.J.P. "4 /2s /Do 11 MULLION CLIP ANCHOR LOCATION 1 " STD. WALL MULLION 1070 TECHNOLOGY OHNE NOKOMIS. Pt 34275 smwArceat P.O. BOX 1529 554,5 WOWS, FL 34274 MULLS NTS 3 a5 Gawing 6620 I A xew170'8Z50-170 (TyP) 4= NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 9 x STD. WALL MULLS MAT'L: 6063--T6 Robert LCiark.P.E. PE339712 Struenual g (TYP) .:li TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS FK. s /a /04 G,w &A re Anokdom A ADO NOTATION Onain Bjc P.J.P. 4/28/00 PROFILES TRW 1" STD. WALL MULLION 1070 TECHNOLOGY DRA.E P.C. BOX 1529 NOKOMIS, ft 34275 WOWS, FL 34274 s«w/roat MULLS NTS She* !Drawing N. 4 of 5 6620 -4 xew170.9Z90-b0 lx2x.125 2 Anchors 42 48 50.625 54 60 63 76 84 OPENING WIDTH IN INCHES 50 129: 60 70 80 90 100 110 120 130 160 115 83- 70 61 57 41 35 30. 23: 49 35 107 67 55 44 104 103 63 61 52 41 50 39 103 61 49 103 61 49 103 103 103 38 38 31 27 23 29 24 21 27 23 19 26 18 25 21 18 61 61 61 49 49 49 38 38 38 25 25 25 20 20 20 17 17 17 17 16 20 15 18 <l5 90 0. 108 111 144 - 1x4x.125 4 Anchors 48 50.625 54 60 x Z OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 170 170 170 170 170 170 170 170 170 120 84 90 96 108 88 72 59 41 111 38 170 • 170 170 170 170 170 170 , 170 170 170 170 170 170 170 170 170 170 170 170 1 162 158 157 170 157 143 134 127 124 160 141 128 119 112 108 145 127 115 108 100 96 20 105 95 87 81 02 90 81 74 69 94 83 74 68 63 75 65 59 53 49 46 60 53 47 43 39 37 50 43 38 35 32 30 35 30 27 24 22 20 32 28 24 22 20 19 77 65 60 1444 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE 2. DESIGN IS BASED ON OPENING CONSIDER ONLY TWO ADJACENT 3. REFERENCE TEST REPORT FTL — IN PSF. 130 160 170 170 170 170 170 170 170 170 170 157 157 157 122 122 122 106 106 106 93 92 92 74 72 71 63 61 59 57 55 53 44 42 40 35 33 31 28 27 24 19 18 16 17 16 WIDTH. FOR MULTIPLE UNITS, UNITS AT A TIME. SEE SHEET 1. 2902, 2903 AND 2975 Robert 1.. Clark. P.E. PE E39712 Structural Vertical Mull Mull Length I,Opening_l Width. Horizontal Mull Opening kith Muu Length -- Multiple Mu led Units Mull Length \Opening Width TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS a Br crow 9r Oat. F.K. /e4 warn efl P 4/28/0 Ram A — ADO NOTAAON P.J.P. 0 Osesriettve PRESSURE CHARTS TRW 1 " STD. WALL MULLION 1070 mummy emir sox 1529 soa.: So* N01COM1S n. 34275 NOKOMRS n. 34274 MULLS NTS 5 a 5 6620 cI..Y