The URL can be used to link to this page

WS-10-1526INSTALLATION OF HURRICANE PROTECTION 5 WINDOWS AND 2 DOORS 08/31/2010 - PENDING NOC. MUST BRING BEFORE INSPECTION. 09/01/2010 - NOC RECEIVED Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 150419. Mullians require inspection for attachment NB CC Or ' -∎ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 151710 Inspection Date: September 28, 2010 Inspector: Bruhn, Norman Owner: COHEN, DOUGLAS Job Address: 440 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Building Department Comments September 28, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS 8 -10 -1526 Permit Type: Win Inspecti Work Classification: Window /Doo Phone Number Parcel Number Phone ows /Shutters n Type: Final Replacement 122310150040 (305)597 -7797 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. I5Z JrAXFOLJO NO.' 61-23/0/5 Urea STATE OF FLORIDA: COUNTY OF MIAMI -DADE: (0 '' 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. Space above reserved for use of recording office 1. Legal gesoription .of property and stregt/address: t"'(14O( at-r6 606 Ft6 66,- 45 toy q - _ 4 1 405 57 N rtii •Ft 33 2. Description of improvement: .T- NbTi4U.,¢ -T O/1/ OF HrAl CA7V6 1 01V 3. Owner(s) name and address: X00(7 &C46 Cott V l '/40 115 6T 111/18 33130 Interest in property: 'P.00/ Name and address of fee simple titleholder 4. Contractor's name, address and phone n 67 7)/ 2 - r1tl16 E -506/M TGO/eeof 450 0 N W 4 -1,5 4Vf, Pal - weed►- l X30 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number 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, address and phone number: COUNTY OF MIAM -DADE The • regoi inst ' , n , was acknowledged before me his I day of In•ivi• - 1 or ❑ as ❑ PersonalA) 8iiv fI° �s► •flowing type of ide E1113 .. a r� Signat (s) of wn 123.01 -52 PAGE 3 3/10 � ° ' of Notary Public: a ' ;Commission # 1 i'• • , 3 'a , Expires: JULY 29, 2011 Print Name: BONDEDTERU ATLAPMCBONDING C.O., INC. 111111111111 11111 1111111111111 111111111111111 CFN 2010R0480694 OR Bk 273.56 Ps 4197; ti Ps) RECORDED 07/19/2010 13:15:31 HARVEY RUVIN, CLERK OF COURT PIIAPII -DADE COUNTY, FLORIDA LAST PAGE 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO 9BTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COM Signature(s) of Own (s) wner(s)' Authorized Officer/Director/Partner/Manager Prepared By >, J --, Prepared By Print Name 4 Cai - PS& CA)+it.r.) Print Name Title /Office O o f wza._ Title/Office STATE OF FLORIDA VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTE Under penalties of perjury, I declare that I have read the foregoing and Sloi eSoutl' Ffori+!a Inc that the facts stated in it are true, to the best of my knowledge and belief. Pennit Der ' • �„ t�1SNW 45 Ave Opo ... �., r t. 31^' Owner(s)'s Authorized Officer /Director /Partner/Manager who signed above: By %l �f� Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. tAS V - 1 ' Master Permit No. Permit Type (circle): ` uilding Roofing � Owner's Name (Fee Simple Titleholder) O00(. l.�S W , e , Phone # 7 81 g 5 1 Owner's Address 1 .1't0 NE 105 6 City i(/1fli . ..140 2.Z5 State Value of Work For this Permit $ (1:0° gicht zip 156 Tenant/Lessee Name Phone # Job Address (where the work is being done) N40 NC 405 Sr City Miami Shores Village County Miami -Dade Zip 53 f3 S FOLIO /PARCEL # 41 L- &-3 0 15 - 0(0`i0 Is Building Historically Designated YES NO G2 521 El p19 BY: Contractor's Company Name 61v J 1 W IS6 500T (+ Phone # 305 597-- IT 17 Con ctor's Address 45045 NW 145 446 City OPA- LOCk/1 , State - PG Zip 33 0 n , 7 Qualifier Name lif , ! (L d A 0 co Zi Phone # 30 5 / � State Certificate or Registration No. Certificate of Competency No. G & G 451134 Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: 0 Type of Work: ❑Addition 1Alteration :New ❑ Repair/Replace ❑ Demolition Describe Work: 4T 10a OP Hv� le l-fJE 7407 7 ®•40 ******* * * * * * * * ** * * * ** ** * * * * ** * * * * * * * ** ee5 * ** ******** * * * * *** * *** * * * * * * * * *** * * * * * * * ** a Submittal Fee Permit Fee $ / 0 CCF $ CO /CC Notary $ 7 9raining/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 4 4. (}0 . See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address 1/ City State Zip Mortgage Lender's Name (if applicable) ^` Mortgage Lender's Address City State 1(\-) 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 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 F!.F,CTRICAL 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 appro nd a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me The foregoing instrument was acknowledged before me this 0 7 day of , 20 La, b 3( � nn , day of , 20 /0 , by / I el 1) , 4'2 , who is l s ersonally known t. me or who 1 i as roduced who i rersonall known to , e or who has produced P Y P NOTARY P Sign: As identification and who did take an oath. PUBLIC -STATE OF FLORIDA t r : Enis Gascon Commission #DD699895 f apt p � „ , Y 2 2011 a INC Print My Commission Expires: * * * * ** x***** **** ** *** **************** * * ** * ******+x *** ** ************* *** **** ************* ** APPLICATION APPROVED BY: (Revised 07/10/07) Signature Contractor • as identification and who did take an oath. NOTARY P IC :1 ` C - STATE OF FLORIDA pares: J 29, 2011 Print: BO ULY EDTFdBBA17 Nriaffi _ __ My Commission Expires: Plans Examiner Engineer Zoning Mean Roof DESIGN PRESSURES (PSF) - Zone 4 • • 10 Tributary Area Sq Ft) i • 25 30 35 Height 10 15 20 40 45 50 • 0 -15 ft -50.4 -49.2 - 48.3 - 47.6 - 47.1 - 46.6 -46.2 -45.9 +46.5 +452 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51.1 - 49.8 - 49.0 -48.3 -47.7 - 47.3 -46.8 -46.5 -46.2 +45.9 +47.1 +45,9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 -51.1 -50.2 -49.5 .48.9 - 48.4 -48.0 147.7 -47.3 V5.4 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43,6 +432 20 ft -53.5 21.3 -52.2 5 -50.6 -50.0 -49.6 - 49.1 - 48.7 -48.4 • 1.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +48.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -82.4 +48.4 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 51.1 -64,3 +49.9 +522 +50.8 +49.8 +49.1 +48,4 +47.9 +47.5 +47.1 +46.7 28 ft 57.5 -58.1 -55.1 - 54.3 -53.7 -532 -52.7 -52.3 -51.9 56.0 +51.3 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -58.3 +53,8 58.9 +52.3 -55.9 +51.3 -55.1 +50.8 -54.5 +49.9 -53.9 +49.4 -53.6 +48,9 -53.1 +48.5 -52.7 +48,1 32 ft -69.1 -57.7 58,7 -55.9 -552 -54.7 -542 - 53.8 -53.4 -68.3 +54.5 +53.1 +52.0 +51.3 +50.6 +50,1 +49.6 +49.2 +48.8 34 ft -59.9 +55,2 -58.4 +53.7 -57.4 +52.7 - 56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 -69.7 +54.1 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -61.3 +56.5 - 59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft - 62.0 +57.1 -60.5 +55.6 -59.4 +54,5 -58.6 +53,7 -57.9 +53,0 - 57.3 +52.5 56.8 +52.0 -56.4 +51.5 -56.0 +61,1 42 ft -62.6 -61.1 -60.0 -592 -58.5 -57.9 -57.4 -57.0 -56.6 +55.6 +57.7 +562 +55.1 +54.3 +53,6 +53.0 +52.5 +52.1 +51.7 44 ft -63.2 +58,3 - 61.7 +58.7 - 60.6 +55.7 -59.7 +54,8 -59.1 +54.1 - 58.5 +53.5 - 58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 52.3 -61.2 -60.3 -59.6 -59.0 -58.5 - 58.1 -57.7 -72.8 +56.5 +58.8 +57,3 +562 +55.3 +54,8 +54.0 +53,5 +53.1 +52.7 48 ft - 64.4 -62.8 -61.7 -60.8 -60.1 -59.6 -59.0 - 58.6 -58.2 -74,4 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53,1 50 ft -64.9 +59.9 -63.4 +58.3 -622 +57.2 -61.4 +56.3 -60.7 +55.6 50.1 +55.0 59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 -63.9 -62.8 -61.9 512 50.6 -60.0 -59.6 592 +60.4 +58.8 +57.6 +56,8 +58.1 +55.4 +54.9 +54.5 +54,0 54 ft -66.0 +60.8 -64.4 +592 -63.3 +58.1 52.4 +57.2 -61.7 +56.5 51.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 58 ft - 66.5 +61.3 - 64.9 +59.7 -63.7 +58.5 -82,9 +57,7 -62.1 +56.9 -61.5 +56.3 51.0 +55.8 -60.5 +55.3 50.1 +54,9 60 ft -67.5 - 65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0 +622 +60.6 +59.4 +58.5 +57,8 +57.1 +58.6 +56,1 +55.7 FvIeat 1 Rdo4 r ■Hel9ht• • etilESIGN PREESURES(PSF) - Zone 5 • • 10 • • • •15 • 40 Tri6dtrry Alba 6q Ft) 40 45 50 • 25 • 311 • 35 0 -15�t -622 • •59.8 i X t.0 - 91,/: a - 568 * 6 - 54.6 - 53.8 - 53.1 -52.5 +46.5 +452 +44,4 +43,7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 -60.6 -58.8 -57.5 - 58.3 -55.4 -54.6 4.6 -53.9 -53 2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 1 1 - 1.6 - .6 • £ j.1 • 1$ 0 .3 0 159.9 1 5 .8 -56.8 5.9 -55.9 5 52 -54.5 • 4 i4 t.3 • +'�(. 4.1 • V5.4 y414.8 +44.3 +43.9 +43.6 +432 21111 ' 45.1 -611.5 0 1 • -602 59.0 -58.1 -57.2 -56.4 -55.8 • rr +44 8.1. 4.1 • b41.4 • 1.8 +45.3 +44.9 +44.5 +442 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft 58.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +48,3 -58.0 +45.9 26 ft '-69.8 +52.2 -87.1 +50.8 - 65.1 +49.8 -63.6 +49.1 -82.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +48.7 28 it -70.9 +53.0 -882 +51.6 -66.2 +50,6 -64.6 +49.8 -63.4 +492 -62.3 +48.7 -61.4 +48.2 -60.6 +47,8 -59.9 +47.4 30 ft -72'0 +53.8 -692 +52.3 -67.1 +51.3 -65.6 +50.6 -64,3 +49.9 -63.2 +49.4 52.3 +48,9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -66.5 +51.3 552 +50.6 -64.1 +50.1 -63.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +552 - 71.0 +53.7 -68.9 +52.7 -67.3 +51.9 56.0 +51.3 - 64.9 +50.7 - 84.0 +502 53.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -66.8 +51.9 55.7 +51.3 -64.7 +50.8 -63.9 +50,4 53.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 57.6 +52.5 -66.5 +51.9 - 65.5 +51.4 -64.6 +51,0 -63.8 +50.6 40 ft -76.5 -73.5 -71.3 59.7 -68.3 -67.2 - 66.2 - 65.3 -64.5 +57.1 +56.6 +54.5 +53.7 +53,0 +62.5 +52.0 +51.5 +51,1 42 ft - 77.3 +57,7 -742 +562 -72.1 +55.1 -70.4 +54.3 - 69.0 +53.6 - 67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +58,7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -87.5 +53.0 -66.8 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57,3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -68.2 +53,5 57.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69,8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -67.6 +59.9 +58,3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 5 9.0 -68 -68.2 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54,5 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76,6 +58.5 -74.8 +57.7 -73.3 +56.9 -72,1 +56,3 -71.0 +55,8 -70.1 +55,3 -69.3 +54.9 80 ft - 83.3 - 80.0 -77.7 -75.9 -74,4 -73.2 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57,8 +57.1 +55.6 +56.1 +553 03/02/2009 - 5:01 pm troyb F: \03 Elements\1 0 Loading \11 Calculatora\ASCE 7 -051 FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDI11*6'0Qlle$ ASCE 7 -05 DESIGN LOADS FOR compopignig AMR CLADDING INTERIOR ZONE 4 PRESSURES a v m n 5 rn 1I, V , m 1n REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB FLB FLB • CHKD DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BERNARDO, P.E. ALTERATIONS, ADDITIONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND S ATE OUR CE W Fl ON EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES I FSS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS, ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDmONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION, CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ®-I ® I I ELEVATION WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CENT OF AUTH #9886 rah PEAK ROOF HEIGHT MEAN ROOF HEIGHT PRODUCT # W H 2 lion 2- Mk°o 1144141/0 1 148 50 FroxigiMR 2 62 80 41l6yiZ /s(r Weil 3 111 40 FIXED WINDOW 4 74 38 HORIZONTAL ROLLER 5 74 38 SOLID DOOR 12 34 83 FIXED WINDOW 17 74 50 DOUGLAS COHEN 440 NE 105 ST MIAMI SHORES FL 33138 LCT ,1g.,10. E_ r BLDG DEPT 510- I ay, BY DATE SUBJECT 10 CCMPI.JANCE \N!TH ALL FEDERAL STATE AND CC_ UN •••.. • •• •. • • • • • • • • • S. • •• • . • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • ••• • . • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • •• • •• • • • ••• • • Date: Municipality: N/ I 61-1 Building Official: tlifrti 5 1119 P -5 Product Description: Series Aluminum Tubular Mullions L.M.I. This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: Name: DOU (L5 UffUN Address: 0 ntE 405 ST City, State, Zip: 141 !i 5 ie-e5 L 55 /35 Sincerely, Storm Wise Solutions, INC Permitting Department ENIS GASCON E.S. WINDOWS INC 10653 NE QUAYBRIDGE CT MIAMI, FL 33138 Shutter Product Approval Authorization Form Product Approval No: 09- 0825.03 1. This form must accompany the application for the building permits and shall become part of the permit documents. •••• • • • • •••• • .• • •• • •. • • .• • • •• • • • •••• •.. • • • • • . •• .. • •••• • •• • ••• • • • • • •• •• •• • Storm Wise Solutions is the Dade County Notice of Act4nce • • • • •• • • • •. • • • • • • • holder for the following • • • • •••• • • • • .... BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Contsel• • • • Division and accepted by the Board of Rules and Appeals (BORA) to be used in Minni- A,de Court nd other areas where allowed by the Authority Having Jurisdiction (AHJ). •• ' •• • ' • • • This NOA shall not be valid after the expiration date stated below. The Miami 1Y i'e Count Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Niami -Dade County) reserve the right to have this product or material tested for quality assurance purposg .1'f this nrec_id or material fails to perform in the accepted manner, the manufacturer will incur the exppy$e pi such te and the AHJ may immediately revoke, modify, or suspend the use of such product cm battrial ?it,lyifi tfieir jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Ntiaini -Dade County Product Control Division that this product or material fails to meet the requirer+aents of the applicable building code. • .•. • This product is approved as described herein, and has been designed to comply with tltt•Flatida Byl'Idit% Code, including the High Velocity Hurricane Zone. "" DESCRIPTION: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 06- 0913.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. �i to tla�� MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov /buildingcode NOA No. 09 -0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Vigar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS.2t12 - -:14 •••••• 3) Water Resistance Test, per FBC, TAS 202 -94 : •„ , .• 4) Large Missile Impact Test per FBC, TAS 201-.$4.. •..•.. 5) Cyclic Wind Pressure Loading per FBC, TAS•24- 4 • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS,,28214 •. • • Along with installation diagram of a aluminum single hung window mulled together, • • prepared by Fenestration Testing Laboratory, Inc., Test Report ; IT14 - 3814 and 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/(1,91p3 , ill signed.and .• • sealed by Joseph Chan, P. E. • • • C. CALCULATIONS (Submitted under previous NOA 04- 0712.01) 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. • • • • • • • • •• • •••• • • •••• F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) G. OTHERS 1. Notice of Acceptance No. 06- 0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp , fin 09/16/09. E -1 �1� 1• Jaime i . Gascon, P. Chief, Product Control Division NOA No. 09- 0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES* THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATEPoNS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.0.4, 2411.3.3.3 AND 2328. INSTRUCTIONS' USE CHARTS AND GRAPHS AS FOLLOWS. STEP t DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP � USE MAA8 -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APROV USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 ANO ANCHOR CHARTS STEP 5 ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • • • • • • • •• ••• • • • • • •• • • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• S•• • • • 000 • • MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • R�r11 1 211119 • • ••• • • Mgr: ARSHAO VKIAR UAL FLA. PT 9 38863 CAN. 3538 f7i••.r.:::n PRODUCT RENEWED T•c:cs{AYSR widt the Florida Ydmldl-3 Cad: A=sa -+e _ Dee +11 G • 0 a - 4 8 Id d 8 8 S B v,8 21= �. 1 a m a u n 3 o3LLx4' 201" drawing no. M04 -04 (sheet 1 of 8 , .00 .125 3.J 29 1 X 3 STD. MULLION 7 4.000 1.000 r . 125 �. 1.000 .P_2.000- 1 • .125 - 2.000 1100U J MULLION \M04 -04ESW j 4.000 .323 6.000 .125 1.000 d b- -- .125 '•--- 2.000 --1 6- 25 - .125 AL- FAROOQ CORPORATION ENGINEERS a PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI. FLORIDA 331.74 TEL (308) 2648100 FAX. (306) 282 -8978 3.000 .338 5.000 - .125 8. 000 , .125 .323 1 X 3 CUSTOM MULLION P 1 X 4 CUSTOM MULLION - I X 4 STD ION 5063 -T6 125 5083 -76 X 2.000 ---may 1.125 6063 -16 5 2.000 125 E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 3316b 7EL. (305) 624 -7)75 FAX. (SOS) 624 - 777/ 2 X5 SW. S. MULLION 2X6 SW. MULLION 2X6 HEAVY MULE r____ I - 2 ' o00 - 4.000 .125 II .123 6053 -T6 5063 -16 6063 - `6 1 - .---- 2.000 Ed • MW. EDGE 0157. 1/2' FOR 1/4' 01A. ANCHORS 5/8' FOR 5/18' DIA. ANCHORS ANGLE CLIP Ed. •• ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • 2 X 3 STD. MULLION 2 X 4 STD. MULLION 6063 -T5 6063 -76 605.3-15 - H .720 I-- I°- 1.690 -1 NO CHANGE Till SHEET_ UPDATED i0R 2004 FOE 1 I NU CMANGE THIS SHEET UPDATED FOR 0001 FOE REV. PER DECO CUXUENTS .156 TYP. - 3.250 1 .405 - 2.750 1 2.000 .125 - - _ISO BL'60 __P. 1 ^.1 I 3.750 NOTCH , OPTIONAL / Ed Mw. EDGE 0157. `' � 1/2' FOR I /4' ANCHORS DI A. FOR 5/16" DIA. ANCHORS MULLION CLIP // r � Ea. /2" alm` °CM 4.500 NOTCH OPTIONAL 1/ • MN. EDGE D15T. IfO2" FOR 1/4' 31 ANCHORS \/ 5/6' FOR 9/16' 31k ANCHORS MULLION CUP �� 1/2' TYP. Etl. ,o 3 S '- e 9. �' Ju • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • Env: ARSHAO wQnR Cwt • =DUCT RENEWED Aii pI;, n wi1U the Florida 3itilan,�Co¢ _. 7 • • app 4sz Da - .� , OeY .- 20 r 3 Y "- �4 -T drawing no. M04-04 qq p0� �C 0 1 ? ®� von itle?Tackte: '... 1,,,..'.... 5063 - 06 6063 - 16 tsheet 2of $ ••• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 3 STD. I X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 8 STD. STD. 08 HEAVY WINDOW DIMS. I X 3 STD. 1 5 4 STD. I X 3 CUSTOM I X 4 CUSTOM WINDOW DIMS. STD. STD. cusrosticusiom STD. STD. HEAVY 2 X 3 STD. 2 X 4 STD. 2 X 3 I STD. 2 X 4 1 2 X 5 STD. I STD. 2 X 8 I 2 X g STD. . HEAVY STD. I STD. WIDTH (W) BULL SPAN MOTH (W) NULL SPAN MOTH (w) MULL SPAN 19 -1/8" 26 -1/2' 30" 37" 42' ou 66" a 150.0 150.0 150.0 150.0 150.0 150 0 150.0 19 -1/8" 74 -1/4" 74.6 140.9 115.1 150.0 150.0 150.0 150.0 19-1/8" 120" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 50.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.5 72.8 i 59.5 106.4 148.9 150.0 150.0 149.6 150.0 150.0 150.0 150.0 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 130.9 1 .' 150.0 150.0 150.0 29.7 58.1 45.9 82.1 114.8 50.0 116.3 150.0 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 '04.7 1•'.0 150.0 150.0 rc 7.O 150.0 150.0 23.8 4.4.9 38.7 65.6 91.8 121.7 150.0 95.2 150. 146.8 150.0 150.0 150.0 150.0 21.8 40.8 33.4 59.7 83.5 110.8 150.0 97. 134.6 150.0 150.0 150.0 150 0 - 37.4 30.6 54.7 76.5 101.4 150.0 -1/2' 30' 37" 42' 48" 54' 60' 72" 150.0 0 150.0 150.0 150.0 150.0 150.0 51.5 T 110.1 79.5 150.0 150.0 150.0 150.0 132" 138.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 i 116.1 150.0 150.0 1 120.3 . 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.8 143.5 1 150.0 1 97.6 150.0 150.0 150.0 150.0 150.0 150.0 26.6 56.9 41.1 : 83.2 116.4 150.0 I 85.9 138.0 132.6 150.0 150.0 150.0 150.0 23.4 50.1 36.2 73.3 102.5 135.8 I - 50 -5/8' 75.2 120.8 116.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 , 64.1 89.7 118.8 150.0 88.8 107.J 103.1 150.0 150.0 150 0 150.0 - 39.0 28.2 57.0 79.7 105.6 1 80.2 98.6 92.8 141.2 150.0 150.0 150.0 - 35.1 25.3 51.3 71.8 95.1 1 54.7 87. 84.4 I 128.4 150.0 150.0 150.0 - 31.9 23.0 46.6 65.2 88.4 1 50.1 80.5 77.3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 I ,9-1/8" 26 -1/2' 30" 37' 42' 48' 54' 60' 86" 72' 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1 /8" 28 -1/2" 34.5 74.0 53.3 108.1 150.0 150.0 I.,,,.., 19 -1 /8' 28 -1/2" 30" 37' - 21.9 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 - - 31.7 147.2 . 141.4 150.0 150.0 150.0 150.0 30" 37' 42' n8" 54' 60" 68" 72" 96" 22.0 47.2 34.0 68.9 109.9 145.8 150.0 - - 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 89.1 118.0 150.0 - - 65.5 105.1 101.0 150.0 1 150.0 150.0 150.0 - 33.7 24.3 49.2 76.5 104.0 150.0 - 57.3 92.0 98.4 134.5 150.0 150.0 150.0 150.0 1 150.0 - 29.5 21.2 43.1 88.7 91.0 150.0 - 50.9 81.8 78.6 119.5 150.0 - 26.2 - 38.3 61.0 80.9 148.6 - 45.8 73.6 70.7 107.6 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - 41.7 68.9 64.3 97.8 136.5 150.0 150.0 - 21.4 - 31.3 49.9 68.2 121.8 - 38.2 61.3 58.9 89.6 125.4 150.0 150.0 - - - 28.7 45.8 60.7 111.5 - '9 -1 /8 26 -1/2" 30" "' 121.9 150.0 150.0 150.0 150.0 50.0 19 -1 /8" 28 -1/2" 30" •-• 24.2 51.9 37.4 75.9 132.7 150.0 150.0 < 88.0 141.2 135.7 i 150.0 150.0 150.0 150.0 150.0 - 37.5 27.0 54.8 95.8 130.2 150.0 AR01ES TO gE INSCRIBED 1-40 AL ML 0AR SIUWE I � 0190E RECTANIA --- 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - I 33.1 23.9 48.4 84.6 115.0 150.0 83.0 55.5 101.2 89.1 97.2 85.6 147.9 130.3 150.0 150.0 150.0 150.0 150.0 150.0 - - 25.9 23.7 - - 39.2 34.6 68.8 60.4 93.3 82.2 150.0 150.0 " GLAZING 1 ----. . 1 - PRODUCT 48.6 43.2 78.0 69.3 74.9 114.0 150.0 150.0 141.8 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 132.1 58.6 101.3 - - - 26.9 47.0 63.9 117.4 PRODUCT GRADING 38.8 82.4 59.9 91.2 127.8 1 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 58.7 54.5 82.9 116.0 150.0 150.0 - - - 22.0 38.5 52.3 96.1 32.4 52.0 49.9 76.0 106.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 zi II ALL LOADS ARE EXT.( +) /INT.( -). •• ••• • • • • • NOTE' • °°° °°°° • • S B 4 • • • $1 • w2 MULLION SPAN ' 'En© MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • • VERTICALLY OR HORIZONTALLY. • • • ••• • • • • • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS En4r C . A.N. 3853 PROnuCT ...44:LL OCT 0 2009 RENEWED to c^c2,>!;ag Leah r:.9 Sunda A::14-alt Carb , -- N.1 � �: 75°D • • • 1 WIDTH 1 • . w2 • • =• ANCHORS TYPE '0' AND 'E' APPLICABLE TO • • •± • • 2 •I • • • • 4 ", 5 AND 6" TUBE MULLIONS. • • • • • • • • • • • • ANCHORS TYPE 'A', ' B' AND 'C' APPLICABLE TO 1 • • • •• • • • • • • • • • ALL TUBE MULLIONS. i MULLIONS • • • ••• • • • bac �I ilr>r anData .. " b, a - 2 0 14 [ drawing no.i 44=1 nnIe Pradun Coal •. M04 -04 ,(sheet 3of 8 i • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • A DDUCT ' L - GLAZING PRODUCT l ANCHOR DETAIL 91 GLAZING PRODUCT ANCHORS A9,C,D OR E i 1 - 140111111 GLAZING i PRODUCT WINDOW DIMS. w1074 (w) 19 -1/8 150.0 132.9 150.0 116.3 103.4 93.1 84,6 77.6 150.0 150.0 150.0 150.0 150.0 J9n_ ( ) 26 -1/2' 30' 37' 42' 48' 54" 60' 26 -1/2' 30' 37' 42' 48' 54' 60' 72 19 -1/8" 26 -1/2' 30' 37' 42' 48" 54' 60" 66' 72' 9 - I /8" 26 -1/2' 30' 37' 42' 48' 54' 60' 66' 72' ULL SPAN 38' 63" DESIGN LOAD CAPACITY - PSF A 150.0 150.0 143.1 116.0 102.2 89.4 79.5 71.5 65.0 59.8 150.0 122.8 109,5 I 87.9 150.0 77.5 67.8 60.3 54.2 49.3 91.4 45.2 83 59.2 47. 43.0 39.4 136. 98.7 57.2 70.7 54.5 48.4 43.6 39.6 36.3 ANCHORS TYPE D C 150.0 150.0 i 150.0 150.0 150.0 1 150.0 150.0 150.0 150.0 143.8 125.6 111.7 100.5 .5 1 50.0 150.0 150.0 07.2 150.0 1 39.4 150.0 06.7 77.0 2.6 97.5 68.4 87.7 1 61.6 79.7 56.0 73.1 51.3 150.0 150.0 150.0 150.0 113.4 1 50.0 131.0 91.9 150.0 89.7 83.0 80.8 56.7 73. 67.3 141.1 D 114.4 150.0 100.8 150.0 88.2 150.0 78.4 150.0 70.5 141 1 84,1 128.3 58.8 117.6 50.0 128.3 50.0 E 150.0 150.0 150.0 150.0 150.0 150.0 150. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150. .0 150.0 94.7 150.0 123.1 ' 150.0 150.0 76.8 42.3 99.8 150.0 150.0 57.8 125.3 88.0 150.0 150.0 150.0 . 50.0 138.8 150.0 123.1 150.0 111.6 139.5 102.6 128.3 150.0 150.0 150.0 150.0 62.3 115.4 81.0 50.0 150.0 101.0 70.9 141.7 150.0 126.0 150.3 113.4 141.7 I 128.8 5 118. NOTE• ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6' TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. WINDOW DIMS. WIDTH 19 -1/8 26 -1/2' 30' 37' 42" 48' 54' 60' 66" 72 " 19 -1/8 26 -1/2" 30' 37' 42" 48' 54" 60' 66' 72' ) ULL SPAN 74 -1/4' 84' 9 -1/8' 26-1/2' 30' 37' 42' 48 " I 96' 54" 60" 66' 72' 19 -1/8' 26 -1/2' 30' 37' 42' 54' 60' 68' 72' o8' ALL LOADS ARE EXT.( +) /INT.( -). DESIGN LOAD CAPACITY - PSF 116.0 83.7 74.0 60.0 52.8 46.2 41.1 37.0 33.6 30.8 102.5 150.0 74.0 137.1 65.4 I 121.1 53.0 98.2 46.7 86.5 40.9 75.7 36.3 67.3 32.7 60.6 55.0 29.7 59.7 34.8 57 2 35.8 66.3 31.8 58.9 28.6 26.0 23.8 79.8 57.5 50.8 41.2 36.3 31.5 28.2 25.4 23.1 A B ANCHORS TYP 50.0 150.0 137.1 111.1 97.9 65.7 76.1 68.5 62.3 57.1 55. 53.0 48.2 44.2 147.8 106.7 94.2 47.1 42.8 150.0 150.0 150.0 108.9 150.0 150.0 96.2 150.0 50.0 78.0 150.0 150.0 88.7 I 137.4 150.0 150.0 133.6 120.2 87.4 96.3 68.9 60.7 53.1 47.2 42.5 38.6 27.2 50.5 I 35.4 190.0 116.1 20.0 34.2 108.0 74.4 46.4 85.9 60.3 120.6 40.9 75.7 53.1 46.5 76.4 53.6 67.3 47.2 41.3 82.7 7.2 74.4 103.7 130.0 74.9 149.7 66.1 132.3 107.2 33.1 30.1 21.2 39.3 27.6 ANCHORS C D E 150.0 150.0 137.9 121.5 108.3 94.9 120.2 109.3 100.2 150.0 150.0 150.0 150.0 150.0 132.9 118.1 85.0 106.3 77.3 96.8 70.9 58.8 150.0 150.0 150.0 148.8 66.1 • • • • • •• • • • 50.0 1 190.0 106.3 132.9 93.0 I 1 16.3 103.3 93.0 33.8 67.6 84.5 31.0 62.0 77.5 150.0 150.0 150.0 134.1 94.5 118.1 58.9 41.3 82.7 103.3 52.3 38.7 73.5 91.9 82.7 60.1 75.2 55.1 68.9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. MOTS Ni) :MULL SPAN 19 -1/8' 1 26 -1/2' 30' 37" 42' 46 120 54" 80' 66' 72" 19 -1/8' I 26 -1/2' 30 37 42' 48" 132' 54" 60" 56' 72" 19 - 1/8" 26 -1/2' 30' 37' 42 " 48' 54' 60' 65' 72' 144' ANCHORS TYPE A B C 0 E 71.8 133.0 93.4 150.0 150.0 51.8 96.0 67.4 134,8 150.0 45.8 84.8 I 59.5 119.0 148.8 32.7 80.6 42.5 85.0 106.3 28.6 53.0 37.2 74.4 93.0 25.4 47.1 33.1 68.1 82.7 22.9 42.4 29.8 59.5 74.4 20.8 38.5 27.1 54.1 67.6 37.1 68,8 . 48.3 96.5 120.6 35.3 24.8 49.6 62.0 65.3 120.9 I 84.9 150.0 41.6 I 77.1 54.1 108.2 47.1 87.3 61.3 122.5 3.3.7 62.5 43.9 87.7 109.7 29.7 55.1 38.6 77.3 96.6 26.0 4 8.2 33.8 67.6 84.5 23.1 4 2.6 30.1 60.1 75.2 20.8 38.5 27.1 54.1 97.6 35.0 24.6 49.2 l 61.5 32.I 22.5 45.1 56.4 59.8 110.8 77.8 150.0 150.0 38.1 70.7 , 4 9.6 43.2 80.0 56.2 30.9 57.3 40.2 27.2 50.5 1 35 32.1 29.4 35.3 24.8 22.5 150.0 150.0 135.3 112.3 140.4 99.2 124.0 80.4 100.3 70.9 88.6 23.8 44.2 31.0 82.0 77.5 21.2 39.3 27.6 55.1 68.9 45.1 58.4 49.6 62.0 20.7 41.3 51.7 AN5HORS TOPE AR,CD OR F • • • • • • • ANCIIDRS• • • • • • *SOO W E • • 1•i • • was • • • • - • • •• ••• •• • • • •• TYPICAL MULLION ARRANGEMENT a 'IRT11 ( w1 + w2 • • M • • • • • • ▪ • • • • • • • ••• • • •• • • • • • • • • • • ••• • • • ANCHORS TYPE 4.80.3 044 E Emir ARSHA0 ROAR ova FLA. PE X 38883 CAN. 3538 r HOPoZONTAL MULLION MULLION SPAN ARCHES TO 63 1N5CPo630 8961E RECTANGLAAR SHAPE 4 RC7UCT RSNCW617 ffi Carapl t W:41 tun Florida 3oit:'iagv: acx73Ak Na D 1 20n' : p " Vilma ;2a ber 2of In Z 0 J 63 7 Q vjg m 8 8 .211$ o 138 881310 13 13 4 e A m o < drawing no. M04 -04J sheet 4 of 8 ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •• • • •• • • • ••• • • 2 1/4" MIN. Ed. Ed. .III 1 1/4' DA. ULTRACONS I/4' DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING)\ 1 PER ANGLE IBy WOOD BUCK I/4' DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) 28Y WOOD BUCK OR WOOD STRUCTURE ALTERNATE J ANCHOR LOCATION ANCHORS TYPE 'A' — q FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4' O.C. MIS.- 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL — 1111 #14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE I /4" CIA. ULTRACONS I PER ANGLE \ L 2 %2X I/8• ALUM ANGLE 2 X 2X 1/8' i { 2 BY\ ALUM ANGLE Y WOOD BUCK Ed. Ed. I 1' MIN. WOOD SUBSTRATE Ed. MIN. EDGE DIST. BLOCK CONCRETE 1/4 DIA. ULTRACONS BY 'EL ULTRACONS MAY BE HEX OR FIAT 1" 2-1/2" 2 -1/2' • MIN. EMBEDMENT 16/B. • • 1 -1/4" 1 -1/2' l/4" DIA. ULTRACONS _ I/4" CIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1 BY DOD BUCK I/4' DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) —% • ANCHORS TYPE '8' •• ••• • • • • • •• • • •• • • • •• ••• • • AU. CUPS AND ANGLES TO FIT SNUG INTO TUNE 15WOM. • • • • • • CUPS OR ANGLES CONNECTED DIRECTLY TO MR3ONRY TO VIE PROTECT • • • • • I WITH ALKALI— RESISTANT COATINGS. SUCH AS 13*UMSSOUS PAINT Aa • } • • • • • 1 WATER —WHITE METHACRIIATE LACQUER. • • • • Y • • • • • • • • ••• • • • 11 II ti 1 11 J I FLOATING CUP 1 1 1 SNUG FIT INSIDE MULL J #14 SMS 1 -3/4" 0.0. MIN. A ; 2 PER ANGLE I L FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE Engv, ARSHAO ROAR CIVIL FLA. PE 0 38883 CAN. 3538 OCT 0 1 2009 2 PER ANGLE /C'A'I I/4' DIA. ULTRACONS 2 PER ANGLE L2 X 2 X 1/8' ALUM ANGLE _2 X 2 X 1/8' ALUM ANGLE ?RODU RENEWED IN (Xiinprog with rho Florida 3olkInG Cade aecen',rneo No — 03 • Dm eY 16y • _ 2a 14 Wiemt' , ,.. Product Congo Di.tisinn ( % W a OI / 0. O 2 :r' I a 3 1 9 U J1J drawing no. M04-041 meet 5of 83 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 1/4 DIA. ULTRACONS BY 'ELCO' • ULTRACONS MAY BE HEX OR FLAT HEM SUBSTRATE I Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1 1" .h3/8" • • BLOCK 2 -1/2" 1 -1/4' CONCRETE I 2 -1/2" 1 -1/2' 1/4' DNA. ULTRACONS Ed. �2 PER CUP (1 ON EACH WING) r 1- L 3 ALTERNATE ANCHOR LOCATION j 1/4' DNA. ULTRACONS 2 PER CUP (I INN EACH WING) ANCHORS TYPE 'C 'I L FLOATNG CLIP SNUG FIT INSIDE MULL 914 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 1/4' DIA. ULTRACONS 1 PER ANGLE 7 JI- 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) • On: • • • • • •• • • •• • • • •• L FLOATING CUP SNUG FIT INSIDE MULL 914 945 4 PER ANGLE Ed. ANCHORS TYPE APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 1/4" DIA. ULTRACONS 2 PER ANGLE 7 A LOCATION OF SCREWS CONNECTING ANGLES TO TUBES Engr. 4Ra1HAO VICAR OWL FBA. PE 1 38883 P.°.OV:JCFT_i„'^.G ?ii:; CAN. 3538 AL -^ -. _ 13,.:15 W :Cl fh Fkxtda • ••• • ••• • • Brrallg C4 ALL CUPS AND ANGLES TO FIT SNUG INTO 'NNE M•WONi • • • • • • No CUPS OR ANGLES CONNECTED DIRECTLY TO M�EON•Y TO •E PROTECID I • • • • • V WITH ALKALI- RESISTANT COATINGS. SUCH AS B•UMISIOUS RENT OR • • • • • • rt tt�1 , I WATER-WHITE METH#OSYLATE LACQUER. • • • • • '!C'I D LUU B • • • 414 • • • Muir? 33ado Product Couaol plvixivn 2 X 2 X 1 /8" ALUM ANGLE ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 5/16' DIN. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. . MIN. EDGE GIST. I MIN. EMBEDMENT CONCRETE 2 -1/2' I 1 -3/4" 5/16" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) ANCHORS TYPE 'E' APPLICABLE FOR 4 ° , 5" AND 6 TUBE MULLIONS AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED I WITH AU IAU- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 5/16' DIA. ULTRACONS 2 PER ANGLE XQ n II - I FLOATING CUP U L U ' SNUG FIT IN51OE MULL #14 5MS 4 PER ANGLE 2 x 2 x 1/8' ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES •• ••• • • • • • •S • • • • • • • • • •• ••• •• • • • •• • • •• • ••• • • !� • • • • • • • • • • • • • • • • • • Is • • • • •• • • • tC : 4120 • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • S • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Engr ARSHAD UQAR CDAL FLA PEE 1 38643 CAN. 3538 'TWTT1.'C; SIEN. TTY cn . a s drawing no. M04 -04 (sheet 7of 8 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY 114 SNS SEE CHART FOR QUANTITIES 110 FH SMS, 2/ 805 l /8' TruCI( ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE THIS SCREW CAN SE V INSTALLED :N EITHER -( 01REC5ON 7 �n 114 FH VAS i HA 1 O.C. 818. SEE CHART FOR FOR OUAN RT 110 FN CLIP SM5 1' O.C. MIN, I -3/4' X 2' X 1/8' (FOR 28Y TUBE) / 3/4 X 2" X 1/8' FOR (18Y TUBE)J ALUM ANGLE CUT TO F15 SNUG 18510E TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION TUBE MULLION TUBE MULLION 114 SITS SUBSTRATE ALUMINUM Ed. MIN. EDGE DIST. 5/8* MIN. Cl. TO CL SPACING •Y "..• • ANCHOR N0. OF CHART SCREWS1 TYPE A 2 I TYPE B 3 1 TYPE C 2 TYPED 4 TYPE E 4 • • • • •• • • • • • • • • • • •• ••• •• • • • •• U Enp: ARS4513 010AR OVA FLA PE 1 78883 CAN. 3978 PRODUCT RENEWED • ••• • ••• • • •� ?ti'T5 `.ot dx 1105244 Ja • • • • • • • • • • B3 co p a w ido �. t -08 O$ • • • • • • • • • ExPir �. 571, - _ 26. • • i • • i i • • 2 9 By 4 • • Mind Dade Paul= Control I f.- a m ag$88 0888;88 8 8 18 a m o _ l A Ai- n sI L' Ul'O- I I drawing no. M04 -04 i (sheet 8 of 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Date: 06 -02 -2010 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Name: DOUGLES COHEN Address: 440 NE 105 ST City, State, Zip: MIAMI SHORES FL 33138 Sincerely, E.S. WINDOWS, INC 10653 NE QUAYBRIDGE CT MIAMI, FL 33138 Shutter Product Approval Authorization Form Storm Wise Solutions, INC Permitting Department Enis Gascon • • • • • •• • •••1•. • ... . • •••• •• • • • • .. • •.11.1 • 1111•• • • 1.11.. • • •••• 000000 • • • • • • • •••• • •• Storm Wise Solutions is the Dade County Notice of Acc•e1i11.1iaYSce 1 hplder; for the following •� . • . • . • ▪ 1 1111. Product Description: Product •pprovaiNKa: Series 1500 Aluminum Fixed Window L.M.I 08- 0417.06 1111 This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: 1. This form must accompany the application for the building permits and shall become part of the permit documents. 00000 00000 000000 • • • •.11.1 • • 1111.. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode 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,cipagty Prod cf Cbptrol • • Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade Co1101Z0 reservnhe right • • • • • • to have this product or material tested for quality assurance purposes. If this proda4t or mateI . fa ils to : •••• • perform in the accepted manner, the manufacturer will incur the expense of such testing and tbg AlVor lay • immediately revoke, modify, or suspend the use of such product or material within juesdicticn..IIPRA • • : • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade •County Prodort 'dntrol •••••• • • Division that this product or material fails to meet the requirements of the applicable.•Bditdirg code. • This product is approved as described herein, and has been designed to comply with the Florida I3�u�ildj: Code, including the High Velocity Hurricane Zone. • • • • DESCRIPTION: Series 1500 Aluminum Fixed Window — L.M.I. • •••• • APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series-1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by AI- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 and renews NOA # 06- 1201.05 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 Manuel Perez, P.E. NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 •••••• • • •••••• • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 • • • • • 4) Cyclic Wind Pressure Loading per FBC, TAS -914 • • • •' • along with marked -up drawings and installation diagram of a serie64500 alum; pep fixed window, prepared by Fenestration Testing Laboratory, Inc' Test Report No. FTL -5339, dated 02/11/08, signed and sealed by Michael R. Weiztr,•g.E. :0, • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • • 2) Uniform Static Air Pressure Test, Loading pe .T' TAS i) 3) Water Resistance Test, per FBC, TAS 202 -94 • •... • 4) Large Missile Impact Test per FBC, TAS 20? -94 • 5) Cyclic Wind Pressure Loading per FBC, TAt 2(13 -.94 • along with marked -up drawings and installation diagram of an arcri, round tW1Y& •. cathedral shapes aluminum fixed windows, prepared by Fenestration Testing • • • Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06- 0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) E -1 Manuel Pe '.E. Product Control ner NOA No. 08- i 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ...... • • • ...... ...... • • •.... • ..... ...... .• • ...... • • ...... • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. •••• (Submitted under previous NOA #03- 0910.01) . • • • •.• • •• • •• • C. CALCULATIONS "• ... • •• • • • •• • ••••• • 1. Anchor verification calculations and structural analysis, complying y . tn FBC-2004, • •••••• • prepared by AI- Farooq Corporation, dated 4/7/08, signed and salsc » Hun3ay re • Farooq, P.E. "••• • • • • •• ..... • Complies with ASTM E1300 -02 • • • • ' • ...... ...... • . • • • • • • D. QUALITX ASSURANCE ••••• • • •••• • • • 1. Miami Dade Building Code Compliance Office (BCCO). • ' • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. E -2 • • • •••• Manuel Pe .E. Product Control finer NOA No. 0 - 1 417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 FROM ENDS o—a I HEAD /SILL FALSE (SURF, MAY E _ I ^ ,I ■ • ii I II I .I I n _ I I 1 I 44 3 /B' 0.L OPG., 48' ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 &3: • 12 MAX TYPICAL ELEVATON MUNTINS CE APPUED) USED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). • •• • • • • • • : • � ARE RATED FOR LARGE MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY:TO SF/•R • • ARE NOT REQUIRED. iNDOWS LOADS TO THE STRUCTURE. • • • • • • • • • • • • ANCHORS SHALL BE AS LISTED. SPACED AS SHOW ON. . •. LS? • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 0' 1, NG OR� — S CCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE•S SS SED IN DESIGNS • ANCHORS INTO WOOD ONLY. • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO S11 WS, •THAT RIT CONTACT WITH OTHER DISSIMILAR MATERIALS M THE REQUIIEMEMTS • OF 2004 FLORIDA BLDG. CODE SECTION 20 b.4. • • • • ••• • • • • • •• • • • • • • • • •• • • • • • • • •••• • • • •• • ••• • • • ••• • • • •� • • smucTURES FAR= FIA PE /' 18877 T.A.N. 3838 • • • '.AP: 0.4 2000 • • PRQ)L'UC T R ®com plying a iih tAa Fib Hrkf6g Cula a. <• alias Data !L•Ia�71 • Y A 0 2 1 A 11 4awIng no. W03 -57 (sheet 1 of 7 GLASS TYPE 'A' GLASS TYPE 'H' 3/16 HEAT STREW°. GLASS .090' INTERIANIER 'DUPONT SENTRYOIAS PLUS' 3/16" HEAT STREET). GLASS GLASS TYPE 'C' SILICONE DOW CORNING 795 ADHESNE FOAM TAPE GLASS TYPE 'Hl' GLASS TYPE 'Cl' 3/18' HEAT STREET). GLASS .090' INTERIAYER 'DUPONT BUTACOTE PVB' 3/16' HEAT STREET). GLASS SSUCONE COW CORNING 795 5/32' HEAT STREW!). GLASS .090' INTQriAYER 'DUPONT BUTACITE PV8' ADHESNE yE FOAM ADHESIVE TA • •• •• • • b FOAM TA J 1 .1 ` �, PE • •• ••• • •• 1 FOAM TAPE i jail es • •• • e : • • 4: • or • • • • • • GLASS TYPE 'C2' DESIGN LOAD CAPACITY - PSP WINDOW DINS. WIDTH 19 -1/8' 28 -1/2 37' 48" 83 -1/8' 19 -1/8' 28 -1/2' 37' 48' 53 -1/8' 19 -1/8' 28 -1/2' 37' 48" 53 -1/8' 19 -1 28 -1/2' 3T 48' 83 -1 /8 19 -I/8' 26 -1/2' 37' 48' 53 -1/8' 19 -1/8' 26 -1/2' 3Y 48' 53 -1/8' HEIGHT 28' 38 -3/8' 50 -5/8' 59' e3' 74 -1/4' ANCHOR TYPES 'A' & '5' GLASS TYPE 'A' EXT.( +) 70.0 70.0 88.5 68.5 88.5 70.0 85.2 48.7 45.0 48.0 70.0 85.2 48.7 70.0 85.2 70.0 85.2 70.0 65.2 1NL( - ) 70.0 70.0 88.5 88.5 88.5 70.0 85.2 46.7 45.0 45.0 70.0 85.2 48.7 70.0 65.2 46.7 46.7 70.0 85.2 70.0 85.2 GLASS TYPES '9' 6 'S1' E%T.( +) 70.0 70.0 86.8 86.5 86.5 70.0 85.2 48.7 45.0 45.0 70.0 65.2 48.7 39.0 34.1 70.0 65.2 46.7 38.0 70.0 85.2 48.7 70.0 65.2 48.7 1E14-) 90.0 90.0 68.9 88.5 88.5 90.0 85.2 46.7 45.0 45.0 90.0 85.2 48.7 38.0 34.1 90.0 65.2 46.7 38.0 90.0 852 48.7 90.0 85.2 46.7 GLASS TYPES 'CL & '52 EXT.( +) 70.0 70.0 66.5 88.5 68.5 70.0 68.2 48.7 45.0 45.0 70.0 85.2 46.7 38.0 34.1 70.0 85.2 46.7 38.0 32.5 70.0 65.2 46.7 38.0 325 70.0 65.2 46.7 38.0 32.5 ENT.( -) 80.0 80.0 88.8 68.5 88.9 80.0 85.2 48.7 45.0 45.0 80.0 65.2 48.7 38.0 34.1 80.0 85.2 46.7 38.0 80.0 88.2 48.7 38.0 329 80.0 65.2 46.7 36.0 32.5 ANCHOR TYPES 'B' & 'C GLASS TYPE EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.1 85.7 85.7 70.0 70.0 68.1 70.0 70.0 68.1 70.0 70.0 70.0 70.0 INT.( -) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88.1 65.7 65.7 70.0 70.0 68.1 70.0 70.0 88.1 70.0 70.0 70.0 70.0 GLASS TYPES 8' & 'H1' E701(+) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88.4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1NT.( - ) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 80.0 85.3 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 900 90.0 GLASS TYPES 'C, 'CI & 'C2' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 70.0 70.0 70.0 83.2 70.0 70.0 70.0 70.0 83.2 70.0 70.0 70.0 70.0 831 1 NT.( - ) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 0 80.0 80.0 60.0 80.0 80.0 75.9 80.0 80.0 80.0 80.0 723 80.0 80.0 80.0 80.0 72.3 80.0 80.0 80.0 80.0 72.3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) 1/4' HEAT TREND. GLASS SILICONE .. • • DOW CORNING 795 • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • ••• • • •• =ET WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. z g gi o ;' 02 91.8 c ot V R glica yoga ( 9 J CW5E F a 3 WW g y< - ci Pr g Z 3z o • f/! tal es e a o s I V k C 6 0 o o 8 S 8 e • 4- ' drawing no. W03 -57 (sheet 2 o 7 ( L W £ lse46) al. ' �7 vilsal ,>.•.;,. "!»"CyL�li ,.� -,,. ,�.,. • 1400Z E4 iid • • • • • LSS Vii a DOOYdd �� 3 ON • • • • • • • • • • • '(SJS11J '335 £) 40/Z0 -OD£ L3 U.SV NO O3SV8 • • • • • • • • • 3NV 1_13HS SIILL NO S3WOVdYO SSV19 • • • • • :310N '•• LC -£QM 'ou 6ulecup t g 'q. u . ••• • •t• • • • . ••• • 0'09 0 - - - - 1'14 1'14 - - - - .96 .04 .95 .05 .40 .91 7p• ;i.'/ nN 6911158 O 1.1 aR198++9n1SMmoew 03611A38.LJfl00•J 099 O'OL - - - - 0'94 0'94 - - - - 009 001 0 091. - - 8'15 8 951.5 9 - 009 001 006 091 OIL OW 021 D'OL - . 1 • • • • • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0'09 0 0'06 0 0 VOL 0'08 VOL 096 0 DT D'OL 0'09 0'01 - - - - 0'9C 090 - - - - .06 ,84 ,.91, .95 .Or .42 .81 .000119 �� 11111111 C 11.11.08 D 0126.08 8 revislons: fir[L•I11]7 0'08 0501. _ l'l4 1 - - - - 0 VOL - - _ - 0'84 098 - - - 0'08 0 0'06 001 - - 951.6 B' LS 8 - - 099 001 0 VOL 0 001. ffZl 0 VOL 0 VOL 0'09 MI 01. 0'08 0 VOL VOL 1508 0'01 0 WOG 0 5 01 SHAPES AIMED MASS TTPE C2 ADDED REV. PER 9CC0 COMMENTS CHARTS REV. descriDtlorn o•oe VOL - - - - 09r o•Bt - - - ;Ps ,e9 .58 .85 .00 ,10 ,BI 0'09 VOL - - - - 1'14 Ill, - - - 0'O8 091 - - - - 094 0'84 - - - 0'09 VOL 0'06 VOL - - 9 WIT 9 - - 0'09 VOL 0'08 0 0 0 021 0 0 0 VOL 009 0'OL 0'06 trot 0 O'OL 0'09 VOL 0 0 0 0'49 096 - _ - - 9'55 991. - - - .51. .09 .f5 .94 .09 .B5 .05 .90 ,B1 1 11 Z79 - - - - 0'05 OZC - - - t 0'09 0 - - - - 090 095 - - - E.S. WINDOWS 1 5220 N.W. 72 AVE. BAY #4 MIAMI. FL 33166 TEL (305) 840 -9857 FAX. (305) 593 -2074 SERIES -1500 ALUMINUM FIXED WINDOW (LM.I.) 0'09 0 - - - - - 1 1'14 - - - - 0'09 WOG 096 VOL - - 0'94 0'94 094 094 - - 0'09 0 095 0 0'49 039 91.1 9'LS 9'11 9 01.5 01.1 0'08 0'OL 096 0 001 0 0IL 0 D OIL 0 D 0 VOL 009 091 0'06 0 0'01 0'OL O OVL 096 1 09L OTC 0'99 090 - - - - 990 990 - - - - .09 .09 .29 .94 .09 .90 .05 .90 1 ZZ9 - - - - 025 07.0 - - - - 009 091. 0'06 CIO/ - - 0195 090 095 095 - - 0'09 094 0'06 0'01 - - 1'14 1•14 1'14 1'14 - - 0 O 0'01 0'08 0 0'19 15'1.9 0'94 0'94 D98 094 0'94 094 3A08V 1 Oi18 S9 AT7tl18OZ2107 NO ATMallH3A 03183910 39 NVO SNOISN3900 MONTI ONV HUM MEW iii 5 r 009 0'OL 096 WM D'OL 091 91S 971 015 B•LS SLS 975 0118 091. 096 0'OL 0'0G 091 021 D'OC 004 0'01 0 0 099 D'OL 096 091. 091 0'Ol 0'09 0 096 0 VOL VOL ir. . /;. • 0 0 0'06 VOL - - 095 09C 095 095 - - �.s., .91 .09 .46 .99 .09 .90 .05 .40 099 WOG 0'06 09/ - - 0'B5 085 095 095 - - 0'09 VOL 0'06 D•0L - - 095 095 095 095 - - COMP — ANL \W03 57ESW1 • AL- FAROOQ CORPORATION ENGINEERS 8 PRODUCT DEVELOPMENT 1138 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 364.8188 FAX. (308) 2624978 008 0 006 0 0'08 0'09- 119 114 1'19 111 1 1'14 0 0'01 0'06 0'01 0 0'OL trey 094 094 T 0'09 VOL 0 VOL VOL 091 01.9 B' LS 915 0'94 8 0'89 9 0•B4 916 0'09 0 096 VOL 0 001 OIL VOL OTC 091 0 09L 099 0'Ol 0'06 0 0 0'01 0'09 0 006 0'OL TOL 091. 099 0 - - - - 099 094 - - - - .OZI .9£ .O5 45 .91 _ was 0' 01 098 VOL C'L9 0 094 094 094 09* 094 •8f .e1 .09 .15 .9y .59 .90 .05 .95 0'08 091 - - - - 971 g•LS - - _ - ff08 0'05 0 001 096 096 0'OL 0'OL 091 0 VOL 091. 094 094 094 0'94 097 094 099 094 094 099 D'94 099 094 0'09 0 0'08 OM/ - - 0 TOL 0•ZL O - - 099 0'0L 098 07.1 5'95 0'96 0 0 0'06 0 0'95 096 07.8 0 091. 0'01. 0'06 0'06 091 0'01 0'Ol 0'01 0 0'04 094 094 094 094 0 094 094 094 094 0'84 099 0019 091. - - - - 09* 0 - - - - • � L .95 .05 .95 .91 099 0 - - 915 919.6 - - - - 009 0 0'06 0'O1 VOL 0'OZ 9'L8 B'LS 9'LS B' LS 9' LS 099 098 0'01 006 VOL - - 024 VOL 021 0'OL - - 099 VOL 096 0'01 001 094 00/ VOL 0'04 Cr 0/ 0'01 9'11 0'Ol 0'09 0911 0'06 091 VOL ffot 0'08 001 0'06 0'O/ 0 091 D'08 09/ 006 0'01. 0'04 0 0'09 091 006 VOL VOL WOG ( - ),1N1 ( +)7001 (-) ( +)'113 ( -)'1N1 ( +)7X3 (-)181 ( +)'00 (-)1N1 ( +)143 ( - ) 5 14/1 ( +)'1X3 1110136 H101.45 ( -)•1NI. ( +)'1X3 ( -)%181 ( +) 1X3 ( • ( +)'1X3 ( -)7NL ( +)33 ( 4241 ( +)'141 ( -)•1x1 ( +)3X10 .91 .ZD, 8 13, 'a, SHALL 68419 ,16. 2 ,6. WALL 115H ,7. 2.101 MD .53, 8 1D, 'a, S3d5.5 02419 19, 6 .9, SBd6.5 68710 ,7, 9aa1 89970 '11410 1900NI19 , °W". 8 13, '.3. 68.15.5 58719 .15, 8 .8, MILL 55410 .9, &MI, 66419 .Z]. 8 ID, '.3, 28165, 667H ,I8, 8 .B, 95101 02910 8030x9 ,7, LHOH 'S109 110011119 H1AI% a. >? ,8, 121701 3030x9 a, 9 ,9, 53471 8033x9 .3, N A. 63451 909357 Rai 68410 MI d - Z.T.1OVava 0401 1101680 .3, _ .9Sd - 51336493 991 11009 d A1 30 • • ••. • • •. •. • • •• •. • • ; • • • • • • . • • • • • •• • 0 • • • • • • • • • ••• • • • 19 • S . MWMI —DADS COUNTY APPROVED MUWON k NUWON ANCHORS SEE SEPARATE NOA I� TYPICAL ANCHORS SEE ELEVS. FOR SPACING •• •.• • • • • • •• ••• • ••• • • • • • • • • • •• • WOOD BUCKS AND METAL STRUCTURE NOT BY S. WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE aEV. FOR SPACING TYPE 'A'- 3/16' TAPCONS INTO 2BY W000 BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16' TEKS OR SF1 F DRIJ I ING SCREWS (WAIF 5 CRS1 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6083 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'B'— 1/4' TAPCONS INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY • • ••• • • • • • • • • : •• • • • • ••• • •S. • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • ••• •• • • • • • • •. •• 00 • 14 SMS 0R SE DRIWNG SCREWS INTO METAL STRUCTURES STEEL.: 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPE 'C'— 1. 54S OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) ANCHOR FDGF DISTANCES: INTO CONCRETE AND MASONRY = 1 -3/8' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2' MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SIUCONE • • • • • • • • • • • • • Eng& • HIWIANAIN FNN700 FL. PE #144.37 CAN. W..9 • • e • • • • • • • • .•.A142.4. 9 2008 , w=1,13 .,.;.... ttaldics Colic Aaxsance No geidesdoe Date z o 2 N m g s c 0 c n m 0 2 < m o 1 8 R 0 drawing no. W03 -57 (sheet 4of 7 ITEM 2 3 5 7 PART 0 255001 ES2000 -8 ES5002 #8 5 1' E52000-10 251805 QUANTITY 4 OPTIONAL 4 AS NEQD• 2/ UTE OPTIONAL DESCRIPTION WINDOW FRAME GLAZING STOP FRAME COVER (OPTIONAL) ASSEMBLY SCREWS SETTING BLOCK GLAZING GASKET FLUSH mug ADAPTER MATERIAL 8083 -T9 8083 -T5 6083 -T5 CRS NEOPRENE SOFT PVC 0063 -15 MANY. /9UPPLIER/REMARIDS PH SAS 7/18' X 3/18' 5 3 -1/2' LONG OPTIONAL •• ••• • • • • • • • • • •• ••• •• • • • •• • • • • r+ 0 mama mow FUN. PE 1 18551 CAN. 35 • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • d :•0: MN • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • . • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED nocongdylmg wh6 He Florida EtifflogEnde No IS z 0 r a S C< S 8 4 i 1 4 drawing no. W03 -57 (sheet 5 of 71 • ••• • ••• • • • • • • • • • • • • .. • • • • .. • • • • • ••• • ••• • ..... • • • • • • • • • • • • • • • • • • • . • • • • • • • • .. .. ••• • • • ••• • • • ••• • •• • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • ••• • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T I ' E.S. WINDOWS, INC 10653 NE QUAYBRIDGE CT MIAMI, FL 33138 Shutter Product Approval Authorization Form Date: 06 -02 -10 Municipality: MIAMI SHORES Building Official: MIAMI SHORES for the following Product Description: Series 2000 Aluminum Horizontal Sliding Window L.M.I Name: DOUGLES COHEN Address: 440 NE 105 ST City, State, Zip: MIAMI SHORES FL 33138 Sincerely, Storm Wise Solutions, INC Permitting Department Enis Gascon • • • .. .. • • • • • .. .. • • • • • .... .... .. • • • • • • • .... • .. Storm Wise Solutions is the Dade County Notice of Aceelatahce Bolder • .. • • • • • • Product Approva • 08- 0527.13 This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: • • ..• . • • . .. • 1. This form must accompany the application for the building permits and shall become part of the permit documents. • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION DESCRIPTION: Series 2000 Aluminum Horizontal Sliding Window — L.M.I. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com NOTICE OF ACCEPTANCE (NOA ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and otM'a1 as where allowed by the Authority Having Jurisdiction (AHJ). "" • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade bounty Prod control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade copy) reserve the right to have this product or material tested for quality assurance purposes. If this product, pr material foils to perform in the accepted manner, the manufacturer will incur the expense of such tlrstiag $nd thg AW'may immediately revoke, modify, or suspend the use of such product or material within tkek yusisdictiom..130RA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Products tontro1 Division that this product or material fails to meet the requirements of the applicable :tltljiti g code. • This product is approved as described herein, and has been designed to comply with the Florida Bd Jdi.p Code, including the High Velocity Hun:icane Zone. • .'. • .. • •••• • • •••• APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/27/03 with revision D dated 05/12/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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" or the Product Control Seal, 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 and renews NOA # 07- 0928.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 • • • • .• • • • • • • • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, Sheets 1 through 8 of 8, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", dated 08/27/03 with revision D dated 05/12/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 •••• 2) Uniform Static Air Pressure Test, Loading plr FBC TAS'20344 3) Water Resistance Test, per FBC, TAS 202 -94•' • •••••• 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TASZQ ? -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS'202.94 : •..' along with marked -up drawings and installation diagram of series X00.0 alurputm horizontal sliding window, prepared by Fenestration Testing Labbrafory, Test Report No. FTL -5475, dated 01 /18/08, signed and sealed by Carlos S. oaiai, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • 2) Uniform Static Air Pressure Test, Loading per F 3 TAS 2Q2%94 • 3) Water Resistance Test, per FBC, TAS 202 -94 •••• • 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07- 0928.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) E -1 anuel Perez, ' Product Control Exa r er NOA No. 08- 0527.13 Expiration Date; November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Labo gto.re dated 08/10/06, all signed and sealed by Joseph Chan, P. E. • • (Submitted under previous NOA #03- 0910.02) • • • • C. CALCULATIONS • "" • •' • • • 1. Anchor verification calculations and structural analysis, com 1 it T With FBC -2 ©6 and 20 prepared by Al- Farooq Corporation, dated 05/28/08, $ ,ign •and s@ • hy Humayoun Farooq, P.E. Complies with ASTM E1300 -02 • • • • D. QUALITY ASSURANCE • 1. Miami Dade Building Code Compliance Office • (BCCO). • •••• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5475, issued by Fenestration Testing Laboratory, Inc., dated January 21, 2008, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window, approved on 05/08/08 and expiring on 11/06/08. E -2 atai Manuel Per '.E. Product Control " iner NOA No. 0: 27.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 • • • • • 8' MAX. WINDOW WIDTH FALSE MUNRNS (F 10' MAX A 8E U�) I I 1 I F I 1 HEAD /SILL I I HEN /SILL CORNERS r r 1 1 1 33 1/2' 1 1 33 3/8' 1 1 1 33 1/2 " a D.L OPG. 37 5/8' D.L OPG. 0.4 OPG. 37 5/8' LAMINATED GLASS LARGE MISSILE IMPACT drawing no. W03 -75 z 1/8' ANN. GLASS .090' INTERLAYER 1/8" ANN. GLASS GLASS TYPE 'A' 1/8' ANN. GLASS .090' INTERLAYER \bUPONT BUTAcITE P!8' I /8' ANN. GLASS GLASS TYPE 'B' 3/18' ANN. GLASS .090' INTERLAYER r'DUPDNT SENTRYGL S PLUS' 3/18' ANN. GLASS GLASS TYPE 'C' DOW CORNING 795 SILICONE DOW CORNINN 795 SILICONE DOW CORNING 795 .090" INTERLAYER 1/8' HEAT STROM. GLASS GLASS TYPE 'AI' trs GLASS TYPE 'Bl' SIUCONE DOW 1 795 1/8' HEAT STREN'D. GLASS .090' WTERLAYER DUPONT samara PVB' r-1 /8' HEAT STREAM. GLASS SILICONE DOW CORNING 795 5/32' HEAT SIREN'O. GLASS .090' INTERLAYER 'DUPONT BUTACITE PYB' \-- 1/8' HEAT SIREN O. GLASS GLASS TYPE 'D' SILICONE DOW CORNING 795 VENT WIDTH SERIES -2000 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE COMBINATONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS 01I MUWON APPROVAL HALL APPLY TO ENTIRE SYSTEM. 111' TYPICAL ELEVATION TESITA UNIT THIS PRODUCT HAS BEEN DESIGNED AND IGbItU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCIIY HURRICANE ZONE (INHZ)• • • • • • • • • • • WOOD BUCKS BY OTHERS. MUST BE I NCHORED IROP�f T! T rNSFER• • LOADS TO THE STRUCTURE • • • • • • • ••• ANCHORS SHALL BE AS LISTED. SPACII NHS SHOWI OR DLR'AIM% ANCHORS* CHORS* EMBEDMENT TO BASE MATERIAL SHALL t! %EYONE % J. DR6ANG 4R STUECOAI ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN AL.LONABLA IRMIESS IS USED fiEfIGN OF • ANCHORS INTO W000 ONLY. • • • • • • • • MATERIALS INCLUDING BUT NOT LRAM TOA S1EE1j'META. S TH•T C OME CONTACT WITH OTHER DISSIMILAR I•LTE•W.S •IWILL MEET THE R{i0UIQE 1 OF 2004 FLORIDA BLDG. CODE SECTION 2001E &4. • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • ••• • • • ••• • • ten 1 62008 t • (sheet 1 of 8 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. STD. MTG. RAIL H.D. MTG. RAIL GIA49 TYPE 'A' GLASS TYPE T GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE 'C GLASS TYPE 'D' GLASS TYPE 'Al' WIDTH HEIGHT 00.(+) IM.( -) DR (+) 90'.( -) D T.( +) NR.( -) OR.( +) PIT.( -) 26 -1/2' 3Y 53 -1/8' 74' 26' ( 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 60.0 83.3 90.0 70.0 ®' m •0 80.0 Q®' 70.0 60.0 70.0 900 710 60.0 833 90.0 28-1/2' 3r 53 -1/8 74' 38 -3/8' (3) 70.0 80.0 70.0 90.0 710 80.0 83.3 90.0 EMMIENI 9 70.0 90.0 MEXIIIMEINIECII 70.0 90.0 . 70.0 80.0 . 80 m 833 90.0 80.0 7 70.0 810 704 BOA 70.0 80.0 83.3 90.0 28 -1 /2" 37 53 -1/8' 74' 50-6/8' ( 3 70.0 810 70.0 90.0 704 60.0 83.3 90.0 4 70.0 80 70.0 904 70.0 80.0 83.3 90.0 5 70.0 90.0 710 90.0 70.0 80.0 833 90.0 7 - - - 70.0 910 70.0 80.0 83.3 90.0 28 -1/2' Sr 53 -1/8' 74' _ (5) 3 70.0 80.0 70.0 90.0 710 90 833 0.0 4 88.9 87.3 710 104 700 60.0 833 90.0 s 42.8 417 704 88.8 70.0 80.0 83.3 90.0 Q - - -- - - 633 90.0 24 (2) 2 70.0 80.0 704 90.0 710 80.0 83.3 010 3 710 600 70.0 904 70.0 80.0 633 90.0 4 70.0 88.10 70.0 90.0 704 90.0 83.3 90.0 70.0 6110 70.0 irmiQ 904 8 704 80.0 70.0 90.0 70.0 804 833 90.0 rVT13k (3) (3) 2 704 90.0 70.0 90.0 710 60 63.3 90.0 Om 1.11113:11 5 70.0 80.0 70.0 90.0 WM 60.0 80.0 80.0 904 80.0 m "'0 70.0 90.0 70.0 BOA 63.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 N m 0 n 48 (4) 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 810 710 90.0 70.0 804 833 910 6 70.0 80.0 70.0 904 704 80.0 83.3 90.0 N 0 m m 80 (5) 2 704 600 704 90.0 70.0 80.0 833 90.0 3 710 80.0 70.0 90.0 70.0 80.0 833 90.0 4 54 61.0 710 90.0 70.0 80.0 833 90.0 5 45.1 51.5 70.0 873 70.0 80.0 833 900 8 - - 70.0 78.7 70.0 78.7 833 90.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 53.3 PSF HI -RLSE SILL WITHOUT RISER LOOT EXT.( +) LOADS TO 700 PSF LIMIT EXT.( +) LOADS 70 87.5 PSF S0. SILL WITH RISER 4 STD. MTG. RA11. NOTE: •• • •• • • • • • • • • • • GLASS CAPACITIES ON 11-115 SHEET ARE �ASEQ ..ON ASTM E1300 -02/04 (3 SEC. GUSTS) • �� U1d aa F' L 'O RIDA BUILDING COMMISSION �7E • • • • • • • QLARATORY STATEMENT DCA05- DEC -219 lo • • • • • . HUMATOUN FA1000 °'�• ••• •• • • • •• STRUCTURES ", FIA PE 0 18997 CAN. MU • ••• • ••• • : • • • • • • • •• • • • • ... • • • • 19-E SILL WIN RIAU • • • • • • LO DR.( +) LOWS 10 3 PSF. ••• •• • • LOW • • H.D. MTG. RAIL • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• All 62008 • PRODUCT REVISED 0 MN' 0 0 4 a drawing no. W03 -75 r shaet 2 o 8 FAX. (305) 593-207 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. WIDTH 481010 74' 108 -1/4' 111' 74' 108 - 1/4' 111' 74' 106 -1/4' 111' 80.0 74' 108 -1/4' 111' 72' 84' 98" 108' 94' 88' 108' 72' 84' 98' 108' 72' 84' 98' 108' 26 (3) 38 -3/8' (3) 50 -5/9' ( 83' (9) 24' (2) 38' ( 48' (4) 80' (5) A 7 10 10 70.0 70.0 80.0 80.0 7 10 10 7 10 10 7 10 10 7 9 10 7 8 10 7 8 9 10 7 8 9 10 STD. MTG. RAH. GLASS TYPE T GLASS TYPE 'H' EXT.( +) 70.0 70.0 80.0 80.0 70.0 70.0 45.4 70.0 70.0 70.0 70.0 OTT.( -) 70.0 70.0 80.0 51.9 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 I 00.0 70.0 90.0 70.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 542 47.8 80.0 80.0 80.0 80.0 80.0 619 54.4 GLASS TYPE 'Al' CUSS TYPE '81' GLASS TYPE 'C' EXT.(+) INT.( - ) 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 90.0 90.0 90.0 90.0 90.0 90.0 83.9 78.7 CUSS TYPE 'D' EXT.( +) 80.0 80.0 80.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 INT.( -) 84:0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.7 H.D. MTG. RAIL GLASS TYPE 'AI' EXT.( +) 83.3 833 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 834 83.3 833 834 833 833 833 833 83.3 83.3 04t( -) 90.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 00.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB SM. 801 WITHOUT RISER LOOT EXT.( +) LOADS TO 53.3 PSF (1 / 3W) 4 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 111-RISE SILL WITHOUT RISER LIMN EXT.( +) LOADS TO 70.0 PSF UNIT EXT.( +) LOADS TO 68.7 PSF STD. SILL WITH RISER (1 /391) STD. MTG. RAI1. N H.D. 1 HAIL DESIGN LOAD CAPACITY - PSF (XOX SIZES) *190091 DIMS. 'MOTH HEIGHT 74' 108 -1/4' 111' 74' 108 -1/4' 111' 74' 74' 72' 84' 98' 108' 72' 84' 98' 108' 72' 84' 96' 72' 28' (3) 38 -3/8' (3) 50 -5/8' (4) 83' (5) 24' (2) 38' (3) 48' (4) 80' (5) A 7 10 10 7 10 10 7 7 7 8 10 7 8 10 7 8 9 7 STD. MTG. RAIL. CLASS TYPE 'A' GLASS TYPE 'H' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 INT.( -) 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 GLASS TYPE 'Al' GLASS TYPE '131' GLASS TYPE 'C' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 INT.( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 GLASS TYPE IF E7IL( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 INT.( 80.0 80.0 80.0 80.0 83.3 83.3 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 H.D. 1TG. RAIL GLASS TYPE 'Al' EXT.( +) 833 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 833 83.3 83.3 83.3 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB •• ••• • • • • a• ••• (1/491) 4 OPERATING VENTS TO 8E 1/4 OF 711E WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • BA9Ei1 ON ASTM E1300 -02/04 (3 SEC. GUSTS) • • MID FLORIDA BUILDING COMMISSION • DtiLARATORY STATEMENT DCA05 - DEC -219 •• • • • • •• • •• • •• .. • • ▪ •�� • • • • • • • • • • • • • • • • • • • • • 3 s 2008 16-RISE SW. WITH RISER* • • • • • • • LOOT EXL( +) LOADS TO 83.3 PSF • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OR HU8Ar018 FA8000 STRUCTURES 80A PE / 18587 CAN. 3538 PRODUCT REVISED 15 1119'8'R17ith the A'60 DFS1D'n Cs* Ara:'^1:.ne Na 41339 Date 1 i 1 1 1 1 ; , r drawing ne71 W03 -75, (Heet3of - - 5 . 1YR AL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACNG MIAMI—DADE COUNTY APPROVED MULLEIN & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • ••• • • It • •• • W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4 TAPCON$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRIIIING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .0401 INTO METAL STRUCTURES SItt : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 3/4' MIN. INTO METAL STRUCTURE = 3/4' MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SIUCONE WEEPHOLES: W1 = 1 - 13/16' X 1/4' WEEPHOLES AT 3' FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4' WEEPHOLE AT TOP & BOTTOM RAIL 1' FROM EACH END PRODUCT REVISED as mmpiyin with de Florida Bohan Coda Arceptowe No Date ►(p�( drawing no. W03 -75 sheet 4of 8 ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• MUW -OADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA 71'EM 1 2 24 3 4 S 8 8A 7 8 9 10 114 12 13 14 17 22 24 25 28 27 PART # 61003 62001 -1 052012 E52000 -3 -1 62000 -1 E82000 -5-1 62000 -4 -1 62004 62000 -7 -1 62000 -6 -I 052000 -8 -1 62002 -1 62011 091009 001012 43620 -187 18 43828 -187 19 'APHL -100 20 #8 X 3/8 21 61010 62007 052008 ES2005 61505 QUANTITY DESCRIPTION 1/ VENT 1/ VENT 1/ VENT 2/ VENT 1/ VENT 1/ LATCH AS 6000. 15 , g78 X 1° AB RE00. 16 BB X 3' 2/ VENT 184 #10 X 4' 2/ VENT AS RECO. AS RECD. 2 2/ BAFFLE AS REOD. 4/ VENT 2/ VENT 2/ VENT 1/ WEEP 1/ VENT FRAME HEAD STD. FRAME SILL HI -RISE FRAME 9LL FRAME JAMB VENT FRAME JAMB FIXED FIXED RAIL STD. VENT MEETING RAO. H.O. VENT MEETING RAIL TOP AND 8017051 RAIL JAMB STILE AS RECO. GLAZING BEAD 1 SILL 1RACK INSERT AS RECD. STD. SILL RISER AS RECD. HI -RISE 9LL RISEN 2/ VENT VENT LATCH VENT DITCH SPRING FOAM FILLED FABRIC WSTRIPFMNG FRAME/VENT ASSEMBLY SCREWS FIX RAIL SILL SCREWS (STD. SILL END) FIX. RAIL SILL SCREWS (HI -RISC 9LL END) YEAR & FIX RAIL W'STRIPPING FRAME JAMB W'STRIPPINO BAFFLE MARE E SCREW GLAZING CAWS' ROLLER HOUSNG & G1110E ROLLER ROLLER PS OPEN CELL FOAM PAD 5 /18• 805 SCREEN FLUSH FRAME ADAPTER MATERIAL 6083 -75 6083 -15 8083 -75 6083 -75 6083 -75 6063 -T8 6083 -T8 6083 -T8 8063 -75 - 6083 -T5 - 6063 -15 - 8083 -75 - 6063 -75 - 6063 -75 8063 -76 CRS SOFT PVC PLASTIC BRASS/ST. ST. 5T. STEEL 6083 -T5 MANP. /SUPPLIER/RLTIARS9 AT 8° FROM ENDS ST. STEE7. - CRS P.H. SUS SCHLEGEL CRS P.H. SUS P H_ SINS AMESBURY OR EQUIV. AMESBURY OR EQUIV. M & 51 PLASTICS P.H. SUS 1 X 3/4' X 1 LONG OPTIONAL OPTIONAL •• ••• • • • • • • • • • •• ••• •• • • • •• • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ��V z O 4 n M drawing no. W03-75, (sheet 5 of 8 ; ••• • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • • • • • • • • • .. .. PooDuctUEIRSED essevedylegoidattretlodda AezetunnuNo l3 m�� Oats • ac a o g 0 } ❑ I. V c IPA 0;LL U. z "- g Jam 461s a 0 J 8 CO 0 drawing no. W03 -75 (sheet Oaf 8 J •• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • 0 009 • • • • • • -, .857 � °) b 1 " .543 T-7•714- ze° 21 BULB VINYL 4 U 1� J COMP— ANL \W03 -75E91 2.186 813 2.330 , _,.2aa .- 062 p .�•T - ® GLAZING I 1 4�.ta7 BEAD .715 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 781.8100 FAX (308) 1828978 .[52 VENT 1.434 adz 1 -'.930 - 1 TOP /BOTTOM RAIL 1.4211 r - 2188 --°1 I 082 ' .949 I t P 1.122 .780 ® .930 L-1.400 --- FRAME HEAD 1 578 I.�1.230 r3 VENT LATCH p- .992-41 ..-,.,,a 1.1'49 .868 .613 2.998 STILE .813 i • 489 a - 1.250 JAMB TYP. .933 2.378 300 7 " 1- © FLUSH I� -2.190 -1. E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 181.. (305) 540 -8857 FAX. (305) 583 -2074 I f�1SU� T��Y - U J t ,yp0 Il 2 083 A82 .-2 tea ---! FRAME ADAPTER .868 �_ 1.130 Qz STD. FRAME 2.330 SILL -� - O STD. MEETING 1.250 RAIL 9921 -'1.118 - .450 .813 3.437 A82 IYP. 383 2.816 2.083 - I J[ II SIM 3OPONO as woz soa n3laa11 1 11 NOISUIN TAIAN3OI .082 1.830 .930 tt STD. SILL RISER ® H.D. MEETIN2 1290 - RAIL 2.130 " 7 J° r•• • • • • •• • • • • • • $ asn_ Sgag o, o S HI -RISE FRAME SILL 2.113 t.878� ..... .046 II • 430 2 941 1 1 - .�2 3 • • 4 • •ap9 el • • • E to—Z -90 mop) II ) _ .8 /) man) I If [1[ 166 8 .o6z z9n 2. 384 2.555 2.392 • • • • 2 330 • •E •II = • A �5��AR000 FIA. PE , 8887 CaN • • • • • • AY•T 4 ZeU • • PRODUCT REVISED e4 sem tizrgwRH the ROME A' .. 1 - • ,a. ism Irate .Qdd . D/I / .1/.. , _ ,'., ',- ,_ : . . 4 0 1212 • 1.878 I .262 .888 . 482 • p• .312 ® .062 1434 FIXED MTG. RAIL I IL1.0988.I to SILL TRACK drawing W035 I 89�! •• h3 • O3 FRAME JAMB VENT 04 F • I• : • :In 1S989 .. 0 ••• JA FIXED • • • 1® HI -RISE SILL RISER (sheet 7 of B •• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • 0 009 • • • • • • • ate: ,i{,II,a'b*,N•FAaaoa • Fug CAN. a5.3a • 41- •3 ,r z _. W •41.V H 2 th 1 ° v VENT TOP /BOTTOM CORNER$ FIXED MTG. RAII CORNFR FRAME OP CORNER .. ... .. • . • • • • • • • • • .• • ••• •• •. • ••• • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • •• • • PRODUCT REVISED tai orpJglsgwb4 me RMAlug Cads to ,r.,Inti0Mo •aelsuRae 0 drawing no. W03 -75 (sheet 8of - , J r l , 2 3 . 2010"11.18AM i da • Affairs LAO • 3:61,,., ', w:-T,; -arz. t ux eas Noma l iAS 15' 1 vs,tr Rog osistaatl4ri E 'ri4tTopt I submit surd arga l Stet' & rads 1 NOICAE41;g 1 Fhip 1' LAiis l ego.4 Product Approval USM Plbfic User !) idsis A. pans.&sl Haw t, a radu or \gpll tdt > Aoorrcattnn LT > Appirc,uun PataU F Application - Type Cone Version Appllcatlbn Status Comments Archived Product Manufacturer Address/Pltonemine i Authorized Signatttfe Technical tteureentative Addres /Phon imai) Quatity ASurance ttepresent ve? Address /Phone /mail Category Subcategory critnpiiainca Method Certificatson Ageney Validated By Referenced 5tvndard Afld Year (of standard) Suulvaience of Product Standards Certified By Product Approval Method Data Subutitted Date Validar d D FL4904 -R3 Revision 2007 Approved Masoriltee Intbrdatiotral One North Dale Mabry Suit 9$0 TattlPa FIk 33609 • (6't.,9) ‘t41 -446 • sschieiharV masunke,cotn • Stava SGiti ssehreibiridso cdeti' Exterior Doors Swinglnn > er it r Door Assembtias Standiar.th TAS 241 TAS 202 TAS 202. I~ieltod 1 Option A 1,2123/2coe 1*/iopatos h€tp;i` Aw.li c bt cing.ar fpr app + :a; g ?par wG:': 4 �SC srkr . Se i516a ,.r • • • • • •• • • •••• • • •••• • • • • • • • • • • •• • 0. 1744 • • •• •• Lttifittiiiri Marc at Lisa j' tuatlonal Aceilditatfdn & ManNer^erst Srts�LU1 , National A ACredi a ttori'& Ntanagenient institute, I • . Xsrt;l?t 1994 • 1594 1994 •••• • • •••• •• • • • • • • •• • • • • • •• • ••• • • • •• • • • • •••• • • • • •• • • • • • • • • • • • _ t04*: S ;. � i l��,l' • • • • • Stinunary o f Products . - - -- Model, Number or N to fl DgsCriPtron 4%14.1 Wood -edge Steel Side - Hinged Doer Units d'.-&" Opaque XIS and 0/5 Single Door 1_1inite of Use 'Appresyed for use in 1 Apprmreci for use outside Anima Resistant;: Yes Design Pressure, +75.0/ other Evaluated for use Florida Building Code Including fluielcarte Zgne, and *here deterintned by ASCE 7, Etilldlilgs anti Other Structures, deelge pt cures listed, wht'in large missile impact Errs leave Protective system MA- FL0128A05 for details. W/BZ: Yes 11V1.1Z: Yes -76.0 in locations adhering to the the High Velocity pressure requirements as Minimum Design Loads ror does not exceed the ' -0° x 5' -8" max nominal size eert1flk Agency cerrtilloate F1.4epl. R3 C CAC Pilnn i X0- L�'3.PDDE Quality Asspiance Contract Expiration Date 11Z/31/2010 list Instructierts f,1 X4904. R3 Ir Ft 4904 6 a 0.paaue A,nehnr.gg Verified By: National Accreditation.& reetogeenent j, ■ r stitute, • • •.. • • •. { Created by Iridependet4i;'j1trc�Party . a +l • Evaluation Reporte • • • • • • i. Created by Independerrl?'•} tfd' Party: • • • • • • • • •••• •. • • • • • • • • • • reels`t nce i5 required, i5 NOT required. See DWG- 4904.2 - . • (Wood -edge Seal SiciaeHinged Dpor Unils — 8'-0" Opaque x/S aryl Oi Skegie Door • • • • • • petite( of use Appreved for tree in HVHZ: Yes .I1 rayed for dee outsider HVHZ: Yes iIn i esistant: Yes r esig�rr Prressure:..e70.4/ -70.0 Other; It:D ell far use In locations adhering to the irlprida lebilling Code iriciuding the High Velocity ti iiti @dine Zone, and where pressure requirereents as eleierminne4 by ASCE 7, Minimrim Design Lt,eds for Bii and Other Struottires, does not excised fine design pressures listed. 3' -e° x 8 max size. When large rieisile impact resistance is required, hurricane,krotect?ive system is NOT required. See t)Wt - M1k:FLed.29 -OS for details. I Certifleaflon Agenc CV ] tj to e .49iF R3 G CAC �0 P • • 1 J00N?1 Qtlali%y.l4.se rr'enae O ntr'a p rkleg A02 • • • •' I /3X/2010 • • • • • • ' _ , nation TestrAireit; • .... ! • • • •• ` 1=L490i i re Ft.sb904 {irae nchor Va)itied National Accreditation g gemerit 1 ..4 ' Created by Independent Third Party: � (ttlainetlon Repbtt 'i Created at'ed by Independent Third Party: 1, 1I 4Q43 - 1 Wood -edge Steel Slde- Hinged - Bees Units e'-S° Opaque VS and 0/5 Door w/ or w/o Sidetlfes i ! Limits of Use Appruved for use in Ham: Yes Approved for Use outside HVH�: Yes rin RR,eslgtant; Yes Pee4yi> Pressure: 4h55.0 / -55.0 - Other: Evaluated for use in IocatiOns adhering to the 10Ada Building -Code Including the High Velocity, Huiilb ne Zone, and Where pressure reguireMents as determined by ACE 7, Minks Design loads far Buildings and Other Structures, does not exceed the design pressures listed. 12' -0" x 6'4' max nominal size. When large missile impact resistance is required, hurricane prete41lve system Is NOT required an opaque panels, but is required on -glazed panels. See DWG -MA- IFLO12S -05 for detaIfs. 'Certification Agency Certificate "' 1 FL4904 R3 C CAC 11lfaQ4110- R3.PDF f 'Quality Assurance Contract Expiration Date 12./31/2Q10 I ' 1 - - Mallon instructions f rite_ 4_11,3 1I Ft49Q4 6 $ a p.e Andres pig Verified By: National Accredttatian & Management li Mute, ' Created by Xndependenl:Third Party: - velriprtlon Reports Q by Xndeperident Third Party: I j ! .., 4904.4 Woad -ed a steel Side-Hinged Door lint. ... E 4 , -O' t] aqua XIS Door w/ or w/o side{irds Liinits of Use Approved for use in HVHZ: Yes Apprttried for ese out'sride HVHZ: Yes Impact Resistant;: Yes Design Pressure; +45.0/ -50.0 Ot;lhe1: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity elurrlcane Zone, end where pressure requlrementa as determined by ASCE 7, Minimum Design Loads for O hidings and Other Structures, does not exceed the design pressures listed. 12' -0' x 8' -U° max nominal size. CI When large missile irnpe resistance is required, h protective syy m is NCI!' required on npegge panels but Is required an glazed panels. See DWG-NA- F10125 -1i5 for details. _ — _ _._ — .. Certification Agency Certificate h�,4404 ft3 a NIOQ 1 y 0 -R3 ' DP Quality Assurance Contract Expiration Data !� 1,431J20ifl 11 a etallatihn Instr'lict1nfl I j 4904 123 4f0 8 0 Ooaoua Anchar.adf Verified By: National Accreditation B. Management n saute, ! created by Independent Third Party: Evaluation Reports Created by Independent Third Party: e 1 - 1 14304.5 land -edge St el Side - Hinged 8' -0° Opaque 0/5 W./ or w/o Sldetne; Ju1.23. 2a10ii11.18AfViU12l:F]orlda • • Date Pending FSC Approval Dare Approved 01/05/2009 - 02/03/2604 No. 1744 . r o. rr. •• • • •• • • • • • • • • • • ' Guilc g.rogi ? tLa 1pare=vgGEVXQwtDoitelciw I6' 1iS ._ 5/4 Liu( f.i,a Jul, 23. 2010,:11: 18AM Florida iqtyncia,tswieciliz 490,4 Glared UUS poor wt or w/o SIrplite4 Certificetlon:. encyi Certifi e. 490 .D61 r - ;..PD Quality Assuraniia Contract Expireitton Date 12131/2010 stAliation Instructions F_49 4 11.1tT t r 4904 $I lezed„Ahchar oaf Verified By: National ACCredltatlon & Management ► n tltute, Created by TndependentThird Party: Euatuation Reports Created by independent Third Party: kloar Utilts Mitts of use Approved for use in *Milt Yes Aker wed for use outside In/HZ: Yes It_ripact Res'rsiont: Yes Design Pressure: +50.0J -45.0 other; EyaTuetad for use in locations adhe.drig to the F1ardda Building Code Including the High Velocdy Hurricane Zone, and where pressure requirements as de by ASCU 7, Minimum Design Loads for tuildings and Other Structures, claw not exceed the design pressures listed, 12' - -0" x 8' -0" max nominal size. When large missile Impact resistance is required, hurricane prateet1Ve system is NoT required on opaque panels, but Js required on glazed panels. Sea DWG -MA- FLn129-05 for details, 4904.6 Wocd -edge Steel SIde-Hinged • Dow Units Wood -edge Stem Side: -Hinged Door Units • Unties of Else . Aktioved for use In HVHZ. Yes Agpruved for use outslda IiVHZ; Yes • Xatpact Resistant: No ri sigh Pressure; +50.5/-50,5 Other; Evaluated for use In locations adhering to the FlOrlda 13ulltling Code including the High Velocity Wrirrir ne Zone, and where pressure requirements as dettrtnined by ASCE 7, MlnimUm Design Loads for Buildtpli and Other Structures, does not exceed the d'e'sign pressures Nsted. 12 x 6' -8" max, honiinal size. When i.4rde missile impact resistance is irequired, hurricane protective system is required, See DWG -MA FL0130 = 05 far' details: 4904.7 Limits of Use ApprnVed for use: In HVHZ: Yes Approved for use outside HVI - 12; Yes Impact ResistarrtW No Design Pressure: f45.p/ - 40.0 outer: Evaluated for use In locations adhering to the Florid Building Code including the High Velocity Hurricane Zone, and where pr requirements as determined by ASCE 7, Minimum Design toads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0" x 8' -0" max nominal size. When large missile impact resistance is required, - hurricane protective system is required. Sae DWG - MA- FLD1,31 for details, Bade 1 No. 1744 J E OettIflcatlon Agency Csttlticate •� FL4904 RAC CAC, N10n O -R3.P ) Quality Assurance Cou4ect expiration Date 3.2/31/2010 Iststa1latron Insfructions PJ,4904 R3 II P14.904_8 0 Opagge, n_ hc, r,pdf Verified ay: National Accreditation & Management risti take, Created by Independent Party: EVa1gation Reports Created by Independent Third Party: •••• • 6' - 13° dazed Xis and O, ,t * rFif or wJo icle ittes Agency cater Certification Agency L4 9! R3 C CAC NlOLYbi�t� f PnF • • Qiteelity As9Urance egrittMt orplreele date : • • 3.2131/2010 staltatban inStru' t t• • el s i FL4• t . , t .rte, ,• a .ed ' t., ..- • Verified By W tiorta1 Crre• & NI1lagdntent • • • el r • • G raated by Independent Third Patty: • Cpalrsaxlau Repor • • • Created by TndependegVi h Party: • • • • s=Q° Glazed PJS Door w/ or w/o Sidelltes certification Agony Certificate fl- FL quality Assurance Contract Expiration Data 12131/20x0 stallation Instructions F Verified By: National Accreditation 1. Management Institute, created by independentThlyd Party: Rvaluation Reports Created by IhdependentThird Party; Tx:A MClus kpartmairtifityarirengplifekx clufesiaatiStotokna 2s5a Shuman' Oak zr elm snt • • . r ., :0 : • . . .. F 3X Next 1 •• • • • •• • • • • . ••�•I • • • 9• app} di. ?j5 3Z t1 l -r iliblSo ,,,. 5J 4t2O(J.9 Jul, 23. 2010 ,11 :19AM.. Florida i 1&U1a 4 c E,u«ca ��za • .. rdi g i nxr 6 1 6 ( 1 C 2 t t t l ' a iita S P a t A o C F r a t k l a , Ali rigl c rsetvtd. LInga tt hZ 11s� i2h [�a ner • iliaaac iglritgvaihaa + • • • • • •• • • •••• • • •••• i • •• •• • • • • • • • • • • •• . • No. 1744 .' 01:4E •••• '• • •••• •• • • • • • •• • • • ••• • • • • • • 1 .1 • • • • • • • • • •••••• • • •• • • • • • • • •• • • ••••• • • • • • • c ri* i g*g °PP c ' ,a ?paramr `-EVX irti . . 514.1 t OW • • . 21" 444X 38.375' IgAX. 1-- PANEL SATIN --...4 . MATTNAGAL ,, r_ -... > s zae Nor x»Y 1 ,----- . , :,• •• • : • „ • ODE,I.VNGIED W000.-FGIE'STEEL'atat 1 4/31111k • • 13 COME DOPR MOM/. WIMPUtS1DEUTEs • • SHEET It' • SIEWILLSZE5 • • •• "••• •• • • • • • 1. FMALME13 FQR LS V-I TO* • • e • • • • 1TIE RAMS 133111.011%. OWE 4D YIHERE.PAESSAIE ******* • REATROANTS OEPRIVINE3 Ma •. 0 • • QOM LAWS FOR 1041.-OINCR ANO_OTITEWS1 • • 0 00 7OES lir MEd DESN3R P9a3111V-4 . • • • • • 14:11IRCANE PROTEME WM' t3141.117M0 .LE t(c REQUIRED atl 3 17?.43E PMELS, OUT [3 REAMED. 0444.ED SWIMS: 3. PettlIPTEME 0311E FLAME F ZO 4141, RII.Q3(tE DEVELIVEll [413EX OF SO PER-1)311,1 PCAt 1ETO e We MARE 4lISTER6 CIZScapEcm miamecrioN 'RESULT sariqcoriaN 'TEMP . .A.51).4 aurae ' E.60 RATE minim* .11WW.E.1:031W • .rensitE 1, 0 1411N. AMON= &VI 1221343 4.4311.45 AM OWE • 47,48Z-ZiFr comal■nvE.Tegsla.smexem 4out witema • 48 'FfOUTIOJCENON AliO.MERfP0 TALE or-oograns lescRwitoN - - — 1 r. -. - .dt El 7, NO MCI i • LOOATIMS ItS AtPlartING L.M.4110143 DETAILS • • shartufzumuar • • • _ •• . • • • • • • • • • • • • • • • •• • • • • • ••• • • macjulaii_vm- .3 •/1E301.RE 'ETAT* .INSAINO • ciumtwo. +7am -1143 . fl .÷tRar. IWO Sig WHAM .D *- +G -55,D 4.65,4 •-135.43 +40 +86. ERE R;' 1113 C 5 ,RE:91.1M1 E 43F' DESIGN PRESSURE t•3 -• a3UT51:41 G 4-1ELD • +1.4:MinraME -N••_1•94. 1 -1 ^ 1111EILTAMICIFICIIR 11111MUFACNEL7111111=1.1fer CONFIO x X CT • • • „ VAX WIDTH • , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,s5icf ?Aug . :ffttreAVEZEGE • CC' . • Os. •• • 4.02irtiaing POMP 1103R UM V.P,e3111 2M r. ..7/t p /0.5 • • s mn N,T.S. am or, s',AfS CO.41.1: t10.1 . mo-iti-R.t11.20 airv;t 1 .; • / r 11 ! • • • • • : • . . . .0 • . • 0 @ �• 6 F7-- 1 '' i` ;z d. T '4• • m • • • •••••• r • • •• _ 00000 ,. mkts XTWnb3 3Nor1 • - ^7 A rrmt �/.T 2'D :N.74: . 1raa,'ina WOW comovimi SEE DEMI.. ,3 ;ttFTAR.- D? SEE DETh . Rn n!+ #8 x 2 -1/2" "'\ #10 x 5 /8 #8 x 2 -1/2" #1.0 x• 518" •15 x 2" • • •• •• • • • • • • •. .• • • • • • • • • •. • • • • • • • • " E' Et1L • • �• s* • �' . • • • - • • D7741L 10x 1' x'10 x 3/4' - D,962`i t' +. ' T :6MSW1N THRE57. .OUTSWSNG TRRESFP.6 (_" A_AO.L ATTAS1.1 ASTRAGAL RETAINER . BffL T STRIKE -PLATE TO F.f VE AS 'SS-tOWN. DETAIL ''F" ASCAAG •w_aa.W "F CAT . ts! AZfhdLIMlf, A ASTRAGAL RETAINER BOLT HOLE }RUST BE DRILLED T -?OUCH THE Ti-iR - fOLr C( i }1D .;: STRUCTURE DEEP ENOUGH FOR A 1.375" THROW • 011■101■4101d 1.•••• 2. 4" X 4 FULL MOUSE BUTT HINGES .., _.,.. 6 ....._. -- MOMS ATIVEID2 agofi t ^-I PRY flAL 1. 4<wrKsEr woamum SECURITY Y SERFS GRADE. 2 CYLINDRICAL AND DEADLOCK HARDWARE TO SE I NSTAc-LED AT 5—i/27 CENTERLINE. 2. 4" X 4 FULL MOUSE BUTT HINGES , SEg . DEM `41 0111 • , . • • . , • • • • • • • • • • • 9 • --•—• • fitt •• e . --. ' • At a..........t__i • . ....4. • • SEE CtiAll. • • j ••• - ••:, • :2 It - . ‘111 • .• •o •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0_ • • • • • • • • • • • • • rAstb-kr,44pt.m.'-as situ 3 Cf: • *1" • ••• • • • •• C. • • • • • • •. • ArMaki.ENT DETAIL 1. ANCHOR ANALYSIS FOR LCAr4G CON',..r9TiOMS P RE/ARM, LONE) AND SEALED BY HAROLD E - RUPP, PE (FLORIDA i159.33) WI1H HE LOWEST (LEAST) • FASTENER- RATING FROM THE .DIFFERENT FASTENERS BEING CONSIDERED :FOR .USE. JAMB, HEAD, MD ',THRESHOLD FASTENERS ANALYZED FAR THIS UNIT INOLLIDE. #10 WOAD ;SCREWS •:OR .3/1 3 TAPOONS, A POSTAL,. SHIM muqrsc PLACED 1 SHIM SPACE :AT EACH ANCHOR LOCATION. 2. THE WOOD. SCREW MOLE, SHEAR DESIGN 'ALUM DOME FROM. • ANSI/AfdeFr -FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-71/2.' MINIMUM EMBEDMENT. TIE TAPCON MUST ACHIEVE MINIMLIS,{ EMBEDMENT OF 1-1/4", so" [0– "TYPICAL .3. WOOD BUCKS Otr' O11-1S MUST BE ANCHORED PROFMLY TO AVICTIOR INSTALIATION -- 7RANSFER LOADS TO STRUCTURE, 4 MINIMUM OF.SION VALUE 'STRENGTH OF ANCHORS 171 LBS. 1T DORE SOI-TEDU Atkalat ttali Otaa411414 PIA • . L.:. Ji I',23. 2010 11 :I9AM - : Florida �y�Yy y' r y j �j �� y am(- 1py�. ry { ■. f y .�. l V ' �.i O , le f tiOPTIC �,�..+i Al T A JIR`/ i t C'mm1nirtF ?fifiq teAlter +ti0xta'(Corp0.x*ttten Cez.1lOcistl'ia._ 1 0 .i.9 i 1 0 L9 S • 1 c C'.a v tY17.t3/2M West } T• 60-$ r ENitirkikftil reSPligti. itevs et1}aW .1•41:01S • Weiini*Tv tlpn Tnng ox tlatssving 126iir Vvl usdiofo NOz4iii*?19iT5E5ii C4rfB?oi►t n • . • 610ittpitlinii 'estaT o: US xnl 63- 94* -94- • • • • * . • • . • • .. • • • • • • a, • • V i t t 1049 itt Wollitct Di t19i tOii" &,a4 Qarul• tea 11,414Z abeUi t'ff t 1kiii# tirdilivivattif in of san -'acirLt fM daia*Diciit 4crafiiu.*,kow Isbekcposigiiil PrOX1 CtqliiIiiititO . O tla.0111 *bk 0lil tt6u- s>ri.ditcl4 cetila etitettiltittAtt6t W-' '114 trOrt t.hvg OPtiviad fur 1i 4tri" VA14tt's ic[f91ii4krad Titbit r ill0 eam 114,3 1('1ce tloiz xngi#a?ita tfad WYA""AtfeWlef odi.ka Rke itet;I14di AT (All.;ti • •.•••.• i i 1 ,r'&• •.•••• • 3'tP *ic 61" 8'fi"x 1is� 4551.0 4-5540' Atimq wi g 9`0"'x6'8" 'e°''' fI' r liS • CCM t3f$ ' f ile?Dew liAstftteW • WOO' . •I 713 a 1aDoo`rs ri011111e Vaidat04 Gad Sidclr�s Olakl D JS OpkaeDncixa Delbto wf5kieiits Glazed Sidr73tes N� AurnORIZED SjGNATI3 No. 1.7441. • tttt�tcSlu ! �� I lbf&- Cat tl+maa�> 3'ti't�g'�' &'9" �i ,e142- T6 A cr.Ds 1 R�tD' 1�. to trt x 6'8 t 5135 ]7oarf i 'es lacatal a *lions] AAccredltation 1tua ±;eme xIidifittrixi,,litrlx3&7tl its [WrcleratisWalk&die] N ovili4 VA ''6 "het 1.5'1.504 8688/As -761.. 4.16x) , Jul. 23. 2010 1i:2OAM Florida. Ulitipankr MOD 151 •. West NO CE o $ tionl ,rt r'atic .PRODti' C�'�CA1'UON - �u to sate xc e u ,+; ni d . x'tbdA e� �Vaad ge Steel Qa ni IA' Ow $; ] oc wit tF/u I�4rit* ll tFett'gideitteli titi`�1 u fl � • • Sp ed'.�fitmeiiIift TilSte9'hi Tt • • • • • • • • • • • • Ito, 0/40410, ,,,t II t V; ifeM t1 onkriviiil i ate kilitiO+ctul:460- Atm iik io 'P it tit14 N h Pik °"'• 1119:',1;441Y .. 'abet J2Pu' �t+ �t= prndugt 'coaf�akg't�tL p ,E" .mad - . �. ��1�� `.'� �'beau.�at#,�. ksshc>sili�4F ForIM�l�tx r kali 2� +_�.$ .s C s i a :$ a l' �e I og.. ■ 1, tI b1t : y l e ;ECCFed1 ; lStaltt 4. _ • • + riot wig • • Yam .. . •,• • ... • - . • • •';:'..: • per, 4-T • AlftzediAor QIaz,Cd tylet 3'0° r 6'S" , 1r M 1 I. 1 1: .z ourrtireirigis- Cte Doulgee w{S ii£elittx MX() 7Jrntble w4SM. • J(S QBIIa;i• • 0640 • atm. Mora: c]Ss2pdSi UWSF„ Sidell A' s (�{t3. iertV • • ':: bimettaanP 1Sibj;3'd'set" A iok - 2o1 • ntrbtla>A7.n1 .. riw Qv 4ta¢ �'O a x4 ii 1 c4S _� glib 1 -„. "' 112049. 1� '' x ' 11 Issalastmbireisbm31"7/ 68 3'0 : p°S 6 013 0142,edi ea tb F93 AF33A Avo ,` as6ton 1AearsdiCstia 1 & 1iongestentF t nte 10 Morchstsits Wslk Rana 261/1' To1 751.394$6 9 ✓ ' No.1 /1 4. F, 10 • 2R .21 2010 11:20AM Florida NAM NOTIQE OF PRODUCT CERTIFICATION Certification No.: • Date: R6VISinn Dom: Certinestion P og ui1 • Camaro Code: c ce oflir6ditot Lino Certificatioe s'g valid orgy wii Ackainistivefs Seal is apiOtelto left n of this form - and a eertffieation label is applied to to 1xoduct, Thisetate.entiott ivtiie utt( rbdo t toafotn ity to 116 applic liMe sgeeiiieatfen tof fbet afl Garb iestiwro t a has satiB� d. • k7z praclde d listed below. are apsrOvea. Tot listing in the Dr ctary Pxbduet i •• • • ••••• • • 1t� Ml s yyF �{ advise NAM immediately •� j a L`[ ' J .A1 - do f fA rietiA "i Ql C` a d advise t`IX11rt�C imme +iately if idea ike y r e •••••• • potrtptitl27�. • • • • • Cozy= Pro ttet JE.bie. Mast) l to ';ofd - gd o 4 uS' Do l : nib T B po ; N+C'11-214 29 -121tl-'30- 11210- 2.934- 'I121.0; 30 -11211 121 -11 210-3173 .11230 - 3X2 - 1#110- 34fi14/CTLA 91 Section 1: General Description of the Products and Systems ender this Cerr:ineal:ion Malouu .te host Corpottion 1955 • West Chic*, 60185 No, 1744. P, 11 Nit106110413 bate .1. 12/1.l3dy`QQ$ e )intern anw i l 1114L�1 •••• • • • • • • •• • • • • •••••• • •••• • • •••• 1e1 lee The 11#1 s c,on ist of finger jointed Ditto with all comers coped, bated, and SotiVed Using three 2" long des (.01815"). 15"). 1.2 Mullion Cc truttl4t where Used, each urolliOn. eOwtruoted o 1a n%uaEted lump With a pine cap and attached. to the header atul threshold with, three #10 x 3" Philips Flat Head Wood Screws. 13 ( 4zing: Whore used, the overall insulated glass was glazed into a plastic lip-lite filar. Consisted of symmetric moualifhic insulated glass with 3mm (0.118) tempered glass and ohiminum, steel orbutyi spar. 1,4 Door Leaf Construction: Bach doar led was c,nstiacted from 0.417(6'8" height) or 0 020"(8 teal t) thick ga1vani ed steel Acing& � Q I Antredit4tio 4 Manatement Radiate, 1 . lig701Vfereliants.Wat Wife 202-Newport N VA 136 MVO) 590,658 VAX0S1J •••••• • • • •••••• • • •••••: • • • • • ••••• •••••• • • • •••••• •' • •••••• • • J1:1! 23. 2010 11:20AM Florida Seeti4n 2; 1tegistmd Su .4 2,i D /Atcs: OM or Spot 2.2 Astragal: Endures 1 ti>uato Stu 3: Additional :uttro Test or .cence Data Provided. with COtifieition Documentation included_ 3.1 .1 a Dade Ew1dxng CO& Ccontdiatie N 11ce Of. Aec.eptfl 4 for titA Virarae Materi O ! f l i 4 1 2 i . 4 . o g and hsle T e s t t i e . ••' tre.42 79742517 i. . •.,... • • 3.2 Suirface Bnrnin. dioragtattii&A for Foawa: Wed Omit-444014V omega. Point Laborattirits to ,ATM -0 " � 4Eg M d for Surf ace l ink .t ract eristtc of E hi t Rc pctreNet ''1 X1.0313. , • 3k3 r, �ryej. I3{UO 140Load 1 6 } a W c y[ C ■r. ° ":/ty��c�r €14 4 ' • Amc ettiti b d e i iAlioratW1� iCS NC.F.1,41 ( 354 • • • • • ..... • 3A rC am. ••• otilitioit R 1?.7 arch Nu; 103) .... 3:3 anal, :ci isl o t' Met stititt 'ii. W-;14i6 No. 1744 • r 12 Certificati.on 1 O.: C06110- P * 2 4 Sta additional Pages of Ce rtiAation for Catti ed Prodaa Line IvratthAs) and IiistOladoitriiitails. Ifyou have any qucations regarding this nerti&ationadeasa coaidliAlla at (757)594 -865S. Acert&tatintt TIM Xerablintv ' slitfiaite 203A8wprortisbm, ' A 2 O6 • • • .... • • •••.• ...... . . Date: July 5, 2010 ••... .• . •.,••. •, • ...... • Municipality: CITY OF MIAMI SHORES • "' •. • • • • : • • • • • • • ...... • • • • ..... Building Official: CITY OF MIAMI SHORES .. •.. • •;, •: ' ...... • • • • . • .... : .. ...... . • Storm Wise Solutions is the Dade County Notice of Acceptance holdet•. • • ... for the following Shutter Product Approval Authorization Form Product Description: Series 3000 Aluminum Outswing French Door w / wo Sidelites- LMI 09- 0825.04 This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: Name: DOUGLAS COHEN Address: 440 NW 105 ST City, State, Zip: MIAMI SHORES, FL 33138 Sincerely, Storm Wise Solutions, INC Permitting Department ENIS GASCON E.S. WINDOW 10653 NE Quaybridge Ct Miami, FL 33138 Product Approval No: 1. This form must accompany the application for the building permits and shall become part of the permit documents. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court Miami, Fl. 33138 SCOPE: • • •••••• This NOA is being issued under the applicable rules and regulations governing the use of c81lstrdetion • • . materials. The documentation submitted has been reviewed by Miami —Dade County Produc('C 5l itrol •.' Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —lVe '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 —D *. • �p mty l'ro ddMt Control Division (In Miami —Dade County) and/or the AHJ (in areas other than M iath -Dade Go iii reserve the right to have this product or material tested for quality assurance purposes, ZS this product. or material fails to perform in the accepted manner, the manufacturer will incur the expense of'such testing aid the AHJ may immediately revoke, modify, or suspend the use of such product or thatvi 1 with=ti ¶heit jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami• -Dade Gouty Product Control Division that this product or material fails to meet the requirements of the appli€abte building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the IIigh Velocity Hurricane Zone. DESCRIPTION: Series "3000" 8'0" Outswing Aluminum French Doors w/ wo Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al— Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al— Farooq Corporation, signed and sealed by Arshad Vigar, P. E., bearing the Miami —Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami --Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 07- 0828.09 and consists of this page 1 and evidence pages E -1 and &-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 000 00 0 • • • OOOOOO • • •S...• •.•.. • • ••... •.•... • • •••••. • • E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al- Farooq Corporation, signed and sealed by A Viqar, P. E. •.. „°„, • • •' •• . •..... • • • •• • B. TESTS •••••• • 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94•••• • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 • r • • • • along with marked -up drawings and installation diagram of aluminwr Awing • ; •: French door, prepared by Fenestration Testing Laboratory, Inc., Testi$.prt No. • • • 6. FTL -5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. e : . (Submitted under previous NOA No. 07-0828.09) ...... • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • •••••• 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -90 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s FTL -3947 and FTL -3955, and dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 08/14/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami - Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 . • • • • • • • . . . . . • •.. .. • • •.. •. • • • ••. •.• • • • . • • . . • • E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNTINUED) 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with ASTM C864 Option II exceptions, ASTM D412 1600 PSI, D395B 22 HRS 1587,•••• •... • • E. STATEMENTS • • • • • • • 1. Statement letter of conformance and no financial interest, dated Decer 1 r•30, 1 9f ,' •••• • • signed and sealed by Humayoun Farooq, P.E. •••• • • • 2. Laboratory compliance letter for Test Report No. FTL -5164, issued b • 'Penestratioa.' ••••• Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by, ar3os S. Riptic : • • • • P.E. •..•.• • • • (Submitted under previous NOA No. 07- 0828.09) • • 3. Proposal No. 06 -0411 issued by BCCO, dated February 06, 2006 4nd jaly 31, 21 • • • • signed by Jaime D. Gascon, P. E. • ••••••••••••••• • • • (Submitted under previous NOA No. 07- 0828.09) 4. Laboratory compliance letter for Test Report No.'s FTL -3947 and FTL -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) G. OTHERS 1. Notice of Acceptance No. 07- 0828.09, issued to E. S. Windows, LLC for their Series "3000 Aluminum Outswing French Doors w / wo Sidelites ", approved on 10/25/07 and expiring on 09/16/09. E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 ADDL ANCHORS REQO. INTO OR THRU WC00 BUCK INSTALLATIONS ONLY tg LL W 6' MAX. TIP. HEAD /SAL CORNERS 34 5/8' HEAD & SAL ii n 30 1/4' O.L. OPG. 34 1/4" PANEL W10TH ( 1 u / O.L. OPG. 34 11/18' LEAF WIDTH SERIES - 3000 ALUM 0UTSWING FREYCH DOO THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) ANO DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 144' FRAME WIDTH 68 3/4' FRAME HEAD & 511.1. 12' ( 0X ) 12' 34 5/8' FR. HEAD & SILL 30 1/4' D.L. 0PG 34 1/4' PANEL WITH SURFACE APPLIED FALSE MUNTINS MAY BE USED U ADDL ANCHORS RECO. INTO OR THRU WOOD BUCX INSTALATIONS ONLY 8' VAX. TYP. HEAD /SILL CORNERS roi 14 TYPICAL ELEVATIONS TESTED UNITS \ • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • • • • ••• • •. ••• 71 3/4' FRAME WIDTH 68 3/4' FRAME HEAD & SILL \' 26 1/16' D.L. OPG. 12' X12 MAX • • OO O OO OO • • •• • • • • O • • • • • • rn �91&A0 vgq• • ••• •• • R ik • Fs BL• C A Y. 3538 • ••• d • • • • ••• • • • • • • • • • • • • • • • •• •• ' AUK1•�iU • i • • ••S ••• • • • i • • g NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. PRODUCT R.E.WSD >$ ui4 the Sonde �a:Dd%s6ia;d: Ameptaae Hod M Division D 8 S o88 a8� °888 8 6 4 drawing no. W04 -51 (sheet 1 of 7 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDEUTES SIoELITE WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A'. 'B 'C' OR 'D UNREINFORCED MULLION REINFORCED MULLION ENT. ( +) TNT. ( -) EXT. ( +) NT. ( -) 24 27 30 33 39 42 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 6/8 70.0 �! ! 70.0 80.0 70.0 80.0 _ 70.0 80.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 N N N R P A 8/0 70.0 7119 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 87.9 87.9 70.0 80.0 85.0 85.0 70.0 80.0 82.4 82.4 70.0 78.9 60.1 60.1 70.0 780 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WITH INCHES FRAME HEIGHT 11. /1 . GLASS TYPE 'A'. V. 'C' OR 'D' EXT. ( +) / 0 \ O \ SIDEUTE W1 0TH DOOR WIDTH OVERALL UNIT WIDTH (OUW) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WITH INCHES FRAME HEIGHT 11. /1 . GLASS TYPE 'A'. V. 'C' OR 'D' EXT. ( +) / 0 \ O \ / 8/0 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WITH INCHES FRAME HEIGHT 11. /1 . GLASS TYPE 'A'. V. 'C' OR 'D' EXT. ( +) INT. (-) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 NOMINAL 'WIDTH FRAME WIDTH I LEAF WIDTH DAVUTE OPG. I / / a / , f \ \ \ \ L /N , .kk; N 1 28- 11/16" 20 -1/16' NOMINAL 'WIDTH FRAME WIDTH I LEAF WIDTH DAVUTE OPG. 2/8 (X) 31 -1/2" 1 28- 11/16" 20 -1/16' 3/0 (X) 37 -1/2' j 34- 11/16' 26 -1/18" 5/0 (XX) r 59 -3/4" 28- 11/18' 20 -1/18 8/0 (XX) I 71 -3/4' 134- 11/18' 28 -1/18" HEIGHTS: L NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT HEIGHTS: DATUM OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL H1- PRGFILE BOTTOM RAIL 8/8 I 79 -3/4" 77 -1/4" 69 -1/16" 85 -5/18" 8/0 95 -3/4" 93 -1/4" 85 -1/18" 81 -5/16" DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT S10£I.JTES GLASS TYPE 'A'. 'R', 'C' OR 5' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN BELOW OR SMALLER) - 80.0 PSF WIDTHS: FRAME WIDTH ti (X ) ( 0) ( 22 ) SIDELITE MOTH NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SICELITES. SIDEUTE WIDTH = OUW - DOOR WIDTH SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREINFORCED MUU10N ( ) REINFORCED MULLION ( 0000 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE ••• • BASED ON ASTM El 300-02/04 (3 SEC. GUSTS) • • ND PLORIIA $UILD�1Ny,C COMMISSION • • • • ECATO!Y €r.A EUENT DCAO5 -DEC -219 • • • •F ••• •• • • Ea1�' • 7 .R �w 19. .. VVV i ee3 38 tiJLn. 3`•38 'ADDUCT R2NTIWED 1S 001ptytr, e.Ira 010 Florida 3mld.'tm Cads 4 ozralloEl • • • 4 • •. • • • Bp • • • • • • • • •• • • A G 2 •20 9 • .M z l ..,., Product • ••• •• • • • • i%• • 1 JAL c J drawing no. W04 -51 j (sheet 2o( 7 ; 0 8 8 ••• • • • • • • • • ••• • • • • • • • • • • • • • •••• • • • • • • • • • • ' • • •• •• •• • rim a ST A TIONARY UNIT TYPICAI ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /2' MIN. THROW BOLT PENETRATION wro SILL HPROF' BOTTOM AiL /16' x t -t /2' - 1 • P PRO O AP l- TO �ZARCNARY • WEEP SLOT _. ANCHORS UA1 • L • 2/ SILL AT XX •)•.r+ - - S ELEV. ACING ANO • • • • • 1/ SILL AT .r •RS • • LE • • • R • •• • • • • e��l 1:;1611°61: • OPERABLE UNIT$ • • • • • • • • • • • ■ PPCDUCT RENEWED as r-- adYi,^ with the Florida Acrslerc Wa E. si ••• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • ••• •• •• • • • • •• • • • • • • ••• • •• a tJ drawing no. W04 -51 tsheet 3 o 7 a 3/18" H.S. GLASS .090 INTERLAYER V'DUPONT SENTRYGIAS PLUS' t -3/16" H.S. GLASS SIUCONE DOW CORNING 795 3/16" H.S. GLASS .090" MTERLAYER 'DUPONT BUTACITE PVB' 3/16" H.S. GLASS DOW CORNING 10/11 ING 795 I /8" H.S. CLASS .090" NTERLAYER 'DUPONT BUTACITE PVB' 1/8" H.S. GLASS GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS M1A15 - 0AOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA min I d y �' TYPICAL ANCHORS SEE ELEV. FOR SPACING \1/8" H.S. GLASS .090" INTERLAYER \ 'DUPONT C BUTACITE P18' 5/32" H.S. GLASS SUCONE SILICONE DOW CORNING 795 ' DOW CORNING 795 GLASS TYPE 'D' W000 BUCKS ANO METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (FV =177 KSI, Fy=155 KB) INTO 28Y W000 BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENN INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY ,}" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SMS OR SELF DRILLING SCREW (GRADE 2 cRs) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ° ) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re = 3000 P51 MIN. C -90 HOLLOW /FRLEO BLOCK rm = 2000 PSI MM. SEALANTS: ALL JOINTS ANO FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. • • • • • • • • • • • • • • • •• .. • . • Ll FL. I • !e 3 CAN. 3538 ••• ••• • •o• • • • • • • • ✓ • • • • • • • • • • •• •• •• 4100 lin • • • ••• • • • • • • • PRODUCT RENEWED ns matt y.c3 with tha Florida Butte-Or; Coda AeeeFomot No Division Product Contra 0 NI tnN WN j� o I drawing no. W04 -51 (sheet 4of 7_) ••• • • • • • • •• • • • ••• • ••• • • • • • • • • • •• • • • • • ••• •• • • 1/4" MAX. 1°- � f SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 110 x 3/4' SMS • 8" FROM ENDS & 74" 0.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y W000 BUCK 1 /4" MAX. --` SHIM SPACE REINFORCED MULLION SEE CHART ON SHT. 2 ( .98" X 2' X .98' X 1/8" — FOIL LENGTH STL. CHANNEL (STEEL TO 8E PAINTED OR PLATED) LEAF WIDTH FRAME 010TH EXTERIOR (x) 8 TYPICAL ANCHORS SE ELEV. FOR SPACING 1 4 • • • • • • • • • • OPTIONAL TRIM 213/ W000 /tY000 STRUCTURE\ ••• ••• • • • •• • •• •• ••• INTERIOR EXPOSED FLUSH BOLTS 11 AT 10" FROM EACH END CONCEALED FLUSH BOLTS AT 10 FROM EACH END •• • • • • •• • MULLION REINFORCING CHANNEL .98" X t X .98' X 1/8" FULL LENGTH (STEEL TO BE PANTED OR PLATED) • • • • • • J • •• • • ••• • • • • • • • •En • AR#1A0 V • FLA. PE 1 7n63 C.AN. 3938 • •8• 7'(v i • • • • • • • • *Ai I. 4 • • (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) H LNREINFORCED MULLION SEE CHART ON 5HT. 2 PRODUCT R 'TSWE BY earar"G • Fla Editing ends Ac1,�s Nom i S h Jr- BY liami .,. P5&etC Diviqiou S ?JCL drawing no. W04 -51 sheet 5of 7 ••• • • • • • • • ••• • • • • • • • • • ••• • • • • •�• • • ••• • • •• •• ••••• 1.500 078 - 4. Q00 I� -1.n9 1 -2.016 FRAME HEAD /JAMB 2.250 3888 -I 1.0W -1 a WEATHERSTRIP ADAPTER r 1.750- --1 ® TOP /BOTTOM RAIL (3� FRAME SILL q 1.145 p- .0621 � I 1---y -.4 -d .927 � SILL COVER 0 HINGE STILE 381 .225 .105 J WEDGE GASKET (SCALE I11 3.350 .078 � —1 -- 2.674 1 i C SHEAR PLATE 1.000 .800 j 1 -=852 045 • JAMB TRIM (OPTIONAL) 1.112 .250 1.531 he PANEL CLAMP SIDE LITE STILE ® ® LOCK STILE /KEEPER STILE m 312 2.125 n 3 PIECE HINGE .960 .125 210 MULLION (2 REINF. CHANNEL n SICELITE ADAPTER ITEM 81 PART 8 4 5 6 6A 7 8 9 ES3007 -2 10 933008 -1 15 18 17 19 20 21 22 23 24 25 26 27 28 654014 29 954019 30 32 3.3 34 653001- 2 633001 -2 3 653002 -1 953003 -1 653004 603005 -1 653024 653006-1 653007- 1 ,F9 -1202 -914 92232196 953020 654013 653022 QUANTITY 2 AS RE00. AS REGD. SHEAR PLATE • ANCHOR LOCATIONS ! 8063 -16 2/ LEAF TOP AND BOTTOM RAIL 2/ LEAF 1/ LEAF / ;LEAF 1/ LEAF AS RE00. 2/ LEAF 12 F9- 1202 -914 2/ LEAF 13 653011 AS REDO. 14 653012 1 653013 2/ LEAF 653014 -1 4/ PANEL 653003 -3 3/ OPER. LEAF AS RE00. 2/ LEAF AS REOD. AS moo. AS REOD. AS RE00. AS RE00. 2/ STILE 2/ 910. 0 /109 AS REOD. 7.250 •• • • • 1-1.750-1 • • • • HI- PROFILE BOTTOM RAIL • DESCRIPTION FRAME HEA0 DOOR FRAME JAMB 000R FRAME SILL SIDEUTE ADAPTER HI- PROPLE BOTTOM RAIL 8063 -T5 0009 LEAF 44MB - HINGE 510E 8063 -T5 000R LEAF - LOCK S10E 6063 -56 6004 LEAF - KEEPER 01DE 6083 -78 6063 -T5 STEEL SIOELTTE STILE •XPO5E0 FLUSH BOLT CONCEALED FLUSH BOLT 4048 TRIM SILL COVER WEATHERSTRIP ADAPTER PANEL CLAMP HINGE ASSEMBLY - 000R LOCK (SAVANNAH 2015L) DEAD BOLT LOCK (PREMIER) AS RECD. FIN-SEAL. PILE W'STRIPPING AS RE00. BULB VLEATHERSTRIPPING 1/ HINGE HNGE REINFORCING EAR HINGE REINFORCING BAR 3/8" DIA. THREADED ROD W/ NUTS FRAME ASSY. SCREWS MULLION REINFORCING CHANNEL AS RE00. BOTTOM 6514 GLASS STOP PANEL SIUCONE STOP 3/8" DIA. X 1/8" HT. Bt4MPER WEDGE GASKET FLUSH 801.7 8RACCET BRACKET INSTALLATION SCREWS DOOR PANEL W'STRIPPNG ••• • • •• • • •• • ••• •• • • • i • • • •• • • • ••• • MATERIAL 6063 -76 - 6063 -T6 - 8063 -T5 6063 -T6 6063-15 STEEL 6063-15 6063 -78 6063 -75 6063 -T8 6063-16 VINYL ALUMINUM ALUMINUM STEEL A36 STEEL NEOPRENE NEOPRENE SIUCONE 606.3-T5 s witmi t HADIW FLA. Fr9 C.A.N. 3538 • � ILV • • • • • • • • * AM 4 • • 6 • • MANF. /SUPPUEB /REMARES 3" LONG SULLVAN & SULLNAN & ASSOCATES OPTIONAL YALE ULTRAFAB AT =ELITE PANELS 1- I /4 - X1 /8 1 /8" THK. X 7 -7/8" LONG 910 PAN HEAD SIAS FRANK LOWE RUBBER CO. 910 X 1" FH 5155 SCHLEGEL ASSOCIATES PRODUCT RENEWED Florida du niging tcam bianuDada Division 4 - 1/4" LON Control + z $ 1=3 - Ma 1 od m C Oti O 03 m (34.4C o '6 .t I a 3 3 13 L_ S.J drawing no. W04 -51 (sheet 6 of 7 ••• • • • • • • • ••• • • • • • • • ••• • • • • • • •• •• • • • • • • • • •• • •, • • ••• •• •• .2 FRAME TOP CORNER FRAME BOTTOM CORNER • • • • • • • • • • DOOR LEAF CORNER • •• ••• • • •• • a ••: : • c • • •• :; ca.n. ssaa • • • • • • • • i • • • • • AIG ?. 9 • • ••• • • • • • • • • ••• • • • • • ••• • • • • • • ••• • • • • • ••• ••• •• • • • • • • • • • ••• • • •• PRODUCT RENEWED os awingsamth Flo"" Hwi3iag Cw!r A: nnnov. No m S drowing no. W04 - (sheet 7of J