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WS-10-692Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1000 NE 96 Street Miami Shores, FL 1132060143560 Block: Lot: ELIZABETH PRICE 1 Owner Information Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $4.00 $280.00 $12.00 $16.00 $324.00 Building Department Copy Address ELIZABETH PRICE 1000 NE 96 ST MIAMI FL 33138 -2552 Authorized Signature: Owner / Applicant / Contractor / Agent Parcel Number Contractor(s) AMERICAN STORM PROTECTION Phone (305)264 -0446 CeII Phone Permit NO. WS -4 -10 -692 ■ 1111 Classification: Window /Door Replacem Permit Status: APPROVED Issue Date: 4/26/2010 Permit Type: Windows/Shutters Expiration: 10/23/2010 Phone Type of Work: INSTALL WINDOWS & DOORS No of Openings: 18 Additional Info: BUILDING Classification: Residential Pay Date Pay Type Invoice # WS -4 -10 -37663 04/22/2010 Check #: 4157 04/28/2010 Check #: 4159 Amt Paid Amt Due $ 50.00 $ 274.00 $ 274.00 $ 0.00 Applicant Cell Valuation: Total Sq Feet: $ 20,000.00 360 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. April 28, 2010 Date April 28, 2010 1 / • Inspection Number: INSP - 146540 Permit Number: WS -4 -10 -692 Scheduled Inspection Date: June 22, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: PRICE, ELIZABETH Work Classification: Window /Door Replacement Job Address: 1000 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: AMERICAN STORM PROTECTION Building Department Comments June 21, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Parcel Number 1132060143560 Phone: (305)264 -0446 passVf .421/0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 141274. Provide photos of mullian attachgment eC For Inspections please call: (305)762 -4949 Page 23 of 26 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF HRST INSPECTION PERMIT NO. TAX FOLIO NO. /f- 3aOb °O/ - 3%O STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information . is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: 3. Owner(s) name and address: gvlub -D tirt &D fl /DOD NN" 96 5 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. `/ 70 5. Surety: (Payment bond required by owner from contractor, if arty) 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 Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number of the :, n • Asti 8. In addition to himself, Owners designates the following person(s) to receive a cop ' ' 713.13(1)(b), Florida Statutes. WIT ESS , ' . an O ! SE aL �� . oe Name, address and phone number: , �f••. _ .. _ n.... a. Courts Z 2. tt+soo tv6 taus! off // 1� ice, 9. Expiration date of this Notice of Commencement: 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF OMMENCEMENT. Signature(s) of O uthoriz•` cer/Director/Partner/Manage Prepared B)( Prepared By 0 .tF r [J e ,Z/ Print Name t1M . ER Nt a Print Name - 7 - 7 G) S r .,t..) /c 7 Title /Office Title/Office C 4- -i t` / //' / STATE OF FLORIDA COUNTY OF MIAMI -DADE The for • oing instrument �(as acknowledged before me this .` 7 day of By ., b r r M ❑ Individually, or Ul as for ❑ Personally known, or iiirProduced the following type of identification Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signa 123.01 -52 PAGE 3 10/09 of ! e or 0 ner(s)'s A i - • _ • • TATE OF FLORIDA, COMP - Y DADE Je. 07 of the 11111111111111111111 1131 CF14 2010R02132138 OR Bk 27264 Ps 4313; (fps) RECORDED 04/28/2010 09:21:28 HARVEY RUVIHr CLERK OF COURT MIAMI-OA DE COUHTYr FLORIDA LAST PAGE Space above reserved for use of recording office f COO ,ICE 6 57- 414 I' Ldp � 313 S zN Adlii (/rd) fin^ e4- nivell s(2) ,tit po_e f c.�000s S c cJ /G S /' /A-/-i. / 33l✓" (the expiration date is 1 year from the d' _ .. rding uni a different date is specified) P. E733/M provided by �lN� corenfdy icer/Director/Partner/Manager who signed above: By BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Job Address (where the work is being done) City Type of Work: ['Addition Describe Work: Miami Shores Village INOZECE Building Department 0 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 305 795.2204 Fax: (305) 756.8972 Permit No. LAI 1 0 9 q• Master Permit No. Roofng 1 IA /�%a Cr'- CT- Phone# 62 3E5 4 Owner's Name (Fee Simple Titleholder) Owner's Address /0 00 yE City HiAM i 414 State Tenant/Lessee Name Phone # QC *µ 5T ,L /000 de-- 96 s1 Miami Shores Village County Miami -Dade FOLIO / PARCEL # if- 310'0!V- 32.0 3540 Zip 9 3 /3 P Zip 3'3/3k Is Building Historically Designated YES NO Contractor's Company Name A Halal A) Sib @14 Pa I‘C7/ U Phone #CW5f .),3 5- .... 00'7 Contractor's Address 79 70 &U) / (o City Hi PtI r State ri----' Zip . 3 / - Qualifier Name rail)C 1 a A) 1.4901P CI J e7-- Phone # *05) 4 4/ ( ' State Certificate or Registration No. C.& C / 67 3.7V Certificate of Competency No Architect/Engineer's Name (if applicable) Phone ['New Value of Work For this Permit $ / oZ Square/ Linear Footage Of V4 or ❑ Repair/Replace (A) ,u ,�S /moo ❑ Demolition * * * * * * * * * * * * * * ***** ** * * * * ********* **** F ees *** * *** * * **** * * * ** * * ** x******** ** * * ***** * ** Submittal Feel ap - ( , , ) Permit Fee $ C7 42.41 CCF $ Q '00 CO /CC Notary $ (� P ning/Education Fee $ (010__ (J Technology Fee $ I (Di 0 0 Scanning $ 161 k9 j Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ,:T11-4 See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of . all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abs ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this Q day of Apr/L. , 20 /0 , by f1Kr b n b btu z , who is personally known to me or who has produced Lt- C.En/Sc As NOTARY PUBLIC: Sign L Print: " 5 ' vi My Commission Expires: CCi 3 , . APPLICATION APPROVED BY: 1 ' 1 :702 (Revised 07 /10/07) Signa Contractor The foregoing instrument was acknowledged before me thisr0 day of //f( , 20 //,, by —3 fi2,rl ke 7,01tL who is personally known to me or who has produced v P a r • Ci Yl _ _� • i ttg YESEN °= ' °I COMMISSION # DD726709 I RES... r21,2Q11 Aom NOTARY P Sign: /"j' / Print: Y4 t=-/U / A 7 ei / r.) Bred 0 My Commission Expires: :i / �D // * ********************* x***: * x********: x***** ****** ***** **** * x***************************** ******** Plans Examiner Engineer Zoning 0000 • • .. • .. • • � A` 1 l am' • • #15.37x38 I #14.37x38 1 #13.37x50 #12.37x50 •• � .:. � � • • , • • •1 09- 1110.02 09- 1110.02 i 09- 1110.02 09- 1110.02 • .... 4(0.5 0 0 • 2 0. ER . ai.t I ... 42.2, - 62.2 - (02.2 • ! 1 0 0000', 1 . Z !o I ...� • •� m a., . • .i..0 I 1 .S' • • • I Bathroom i Bathroom i Bedroom .. ... • t #1. 186x50 See Detail Bedroom #18. 36x80 Front Door 09-0312.15 44.4 48.3 #2. 111x50 5/8 09- 1110.02 46.E - -42. RPF'.OVED ZONING DEPT BLDG DEPT A4wSk0 -(off BY Living Room 08..09/7 4DS #3. 111x50 518 09- 1110.02 16.s fv1 ami Shore_ SUBJECT YO CCMPUANCE WITH ALL FEDERAL TATE AND C UN'iY RULES AND REGULATIONS 7 2" muthod MoUaott oc1. oix27.,* o9- oi as.i 4 DATE #4. 111x38 09- 1110.02 X6.5 - 4.2. Kitchen #11. 111x50 09- 1110.02 --4z. #5. 19x38 07- 0402.04 44.$' #10. 43x63 09- 1110.02 #6. 37x77 06- 0327.02 46.5 - 62.2- BY :....:'.... •.... Garage Heriberto Cruz #9. 74x63 09- 1110.02 4C. -C2. #8. 74x63 09- 1110.02 #7. 74x63 09- 1110.02 51" 5 -v.;. M o M S DESIGN PRESSURES P( S e 5 • Ft 4 0 20 ..,. . r` Area 25 30 35 40 0 15 /I.. \2 .rte' +47.1 -80.6 +45.9 58.0 +44.4 56.7 +43.7 - 55.6 +43.1 -54.6 -53.8 +42.7 +42.3 -53. +41.9, +42.2 -58.8 +45.0 - 57.5 +44.3 -56.3 +43.7 -55.4 -54.6 +43.3 +42.9 -53.9 +42.5 18 ft -64.6 +48.3 - 62.1 +47.0 - 60.3 +46.1 - 58.9 +45.4 -57.8 +44.8 -56.8 -55.9 +44.3 +43.9 -55.2 +43,6 -54.5 +43.2 20 ft -66.1 +49.4 -63.5 +48,1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 -57.2 +45.3 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -67.4 +50.4 54.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -592 -58.4 +46.3 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 +49.9 -64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 -59.4 +47.1 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +52.2 -67.1 +50.8 -65.1 +49.8 -63.6 +49.1 -62.4 +48.4 - 81.4 -60.4 +47.9 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 +51.6 -66.2 +50.6 -64.6 +49.8 -63.4; +49.2 -62.3 -61.4 +48.7 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft - 72.0 +53.8 -69.2 +52.3 -67.1 +51.3 - 85.6 +50.6 -64.3 +49.9 -632.3 -63.2 5 +49.4 +48,9 - 61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 - 86.5 +51.3 - 852 +50.6 -64.1. - 63.1 +50.1 +49.6 -62.3 +49.2 -61.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 57.3 +51.9 - 66.0 +51.3 -64.9 -64.0 +50.7 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 - 71.9 +54.4 - 69.8 +53.3 -68.1 +52.5 - 68.8 +51.9 - 65.7 -64.7 +51.3 +50.8 - 83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.8 +54.0 -68.9 +53.1 -67.6 +52.5 - 66.5 -65.5 +51.9 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53.7 - 68.3 +53.0 - 67.2 562 +52.5 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 +56.2 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 -66.9 +53.0 +52.5 -66.0 +52.1 -65 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 58.5 -67.5 +53.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.6 -69.2 -68.2 +54.0 +53.5 -67.3 +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 -68.8 +54.5 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 - 70.4 - 69.4 +55.0 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +80.4 -77.6 +58.8 -75.4 +57.8 -73.6 +58.8 -72.2 +56.1 -71.0 5 9.9 +55.4 +54.9 - 69.0 +54.5 -68.2 -68 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 -70.5 +55.9 +55.4 - 69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.8 +58.5 -74.8 +57.7 -73.3 +56,9 -72.1 -71.0 +56.3 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 -72.1 +57.1 +56.6 -71.1 +56.1 -70.3 +55.7 Mean Roof .' S PSF) -Zone 4 20 • 15 • 0 Ft 40 45 50 cq AM ' 36 1 51_ 15 ft -90.4 -4.5 - 492 +452 -48.3 1 1$ 48.6 +44.7 -462 +42.3 -45.9 +41.9 -45.5 +41.6 _•_••• 1. -51.1 • +47.1 -49.8 +45.9 145.0 , 43 +43.3 46.8 +42.9 -48.5 +42.5 -46.2 +422 • m a ! •5Q.4 3 51.1 • +471) 0502 A -49.5 +45.4 -die • d.4 *4.3 -48.0 +43.9 47.7 +43.6 -47.3 +43.2 -53.5 *49.4 -52.2 +48 � • X47.1 -51.3 -50.6 ,+46.4 49 5 x -49.1 +44.9 -48.7 +44.5 -48.4 +442 6, 511.6 i4�4" • �SII.4 -53.3 +4 • 52.A ,48.1 • -51.6 +47.4 -51 1§.li ° 60.5 • 4443 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 • - 55.6 -69 • *51.3 -54.3 +49.9 -53.3 MB -52.6 l '+482 -52.(! Mt 51.5 • 11.1 -51.0 +46.7 - 50.6 +48.3 -50.3 +45.9 • - 58.6 2 112 -55.*,, +50.8 642 • vg.$ -55.1 ° M -53.5 +49.1 •54.3 +49.8 .62.9 14/ -53.7 +49.2 •412.3 +49 -53.2 +48.7 -51.9 +47.5 -52.7 +48.2 -51.5 +47.1 -52.3 +47.8 -51.1 +46.7 -51.9 +47.4 ft -57.5 28 +53.0 -56.b +51.6 ft - 58.3 30 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 - 53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 57.7 +53.1 -56.7 +52.0 - 55.9 +61.3 -552 +50.6 - 54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 ft -59.9 34 +552 -58.4 +53.7 -57.4 +52.7 58.6 +51.9 -55.9 +51.3 - 55.4 +50.7 -54.9 +502 -54.5 +49.8 -54.1 +49.4 ft -60.6 36 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -58.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 ft -61.3 38 +58.5 - 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 50.5 +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 +51.1 42 ft -62.6 +57.7 -61.1 +56.2 -60.0 +55.1 -59.2 98.5 +54.3 5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 ft -63.2 44 +58.3 - 61.7 +56.7 - 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 -62.3 +57.3 -61.2 +56.2 -80.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 ft -64.4 48 +59.4 -62.8 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 +56.1 -59.6 +54.5 -59.0 : +54.0 - 58.6 +53.8 -58.2 +53.1 ft -64.9 50 +59.9 -63.4 +58.3 - 822 +57.2 -61.4 +58.3 -60.7 +55.6 50.1 +55.0 59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -612 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 -59 +54.0 ft -66.0 54 +60.8 -64.4 +592 -63.3 +58.1 52.4 +572 51.7 +56.5 - 61.0 +55.9 - 60.5 +55.4 -80.1 +54.9 59.6 +54.5 ft -68.5 56 +61.3 -64.9 +59.7 - 83.7 +58.5 - 62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 -80.1 +54.9 ft -67.5 60 +62.2 - 65.8 +60.6 -64.7 +59.4 - 63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIG _• • COMPON ,__, • DING E XTIRIOR ZONE 5 PRESSURES 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 LESS 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 Krt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -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 ADDITIONAL 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. 0 11-0 1 ELEVATION WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT 0 z 9, 8 REMARKS WIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT TS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED NI WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEE EXPRE 160 SW 12th AVENTJE1A1P 9 DEERFIELD BEACH, ' j_; PH: (954) 354 -0660 Fax (954 ,354, WWW.ENGEXP.CC5M CERT OF AUTH #9885 } BUILDING CODE COMPILE OFRCE (BCCO) PRODUCT CONTROL DIVISION ID 11 NOTICE OF ACCEPTANCE OA Nan Ya Plastics Corporation USA 8989 North Loop East, Suite 800 Houston, TX 77029 SCOPE: This NOA is being issued under the applicable Hiles 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 reused in Miami Dade County and other areas where allowed by the Authority Having Jon (ART). This NOA shall not be valid after the expiration date stated below. The launi -Dade County Product Control Division (In Miami Dade County) and/or the AM (m areas other than Miami Dale County) reserve the right to have this product or material' tested for quality assurance purposes. If this product or material faits to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or dial within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami. Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This Thyme. ii. ;� Florida Building � APPROVAL DOCUMENT: Drawing No. NAN0021, titled "Impact 8' Glazed sheets 1 through 10 of 10, dated 05/22/09 and last revised on 06-25-09, by Paul E. Winter, P.E., bearing the Miami - approved as described herein, and has been designed to 11f y , including the High Velocity Hurricane Zone. DESCRIPTION: Nan Ya Series Fiberglass glazed Outlawing Doors w/ Sided --1 MI «1 ,111; / . Notice o . ' ' r r _ - _ .... 1 : T 1.'1e by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Linitation:1. SinP glazed sidelides are limited to glazing option detail 3. The sidelite Panels are limited to max. 15 -3/8" W X 95-1/4"H LABELING: Each unit shall beat a immanent label with the 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 perfmmance of 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 manufitenne 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 ofthis NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preaxled by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If portion of the NOA is displayed, then it shall be done in its may. INSPEJIQI : ¢ (gin aft metre NOA shall be provided to the user by the manufacturer or its distri'buftars and shell bb &Ala for inspection at the job site at the request of tie Building Official. This NOA of pjgq 1 d evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documemation was reviewed by Ishaq L Clouds, P.E. • .•• • •• • • • • • • • • • • • • • • • • • • • • • APPROVED • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• • • • • • • • • • ••. • • • • • • • • • • • • • •• •• ••• • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUIWM 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 e Doors w/ Sidelites ", y PTC, LLC, signed and Control Approval stamp with the NOA No 09- 0312.15 Expiration Date: July 22, 2014 Approval Date: July 22, 2009 Page 1 Nan7fa Plastics Corporation UAA NOTICE OF ACCEPTANCE: EVIDENCE SUJBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. NANN21, titled "Impact 8' Glazed Double Doors w/ Sidelites", sheets 1 duough 10 of 10, dated 05/22/09 and tat revind on 06.25 prepared by PTC, LLC, signed and sealed by Paul E. Winter, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pry 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) Fumed Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of Fiberglass Outswing Opaque/Glazed Door w /wo Side:lite , prepared by Certified Testing Laboratories, Test Report No(s). CTLA 1908W, dated 12/30/08, signed and sealed by Ramesh Patel, P.E. Note: This test report has been revised by an addendum issued by Certified Testing Lab on 05/05/09, signed & sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, prepared by PTC Engineering, Inc., dated 02/23/09 and last mised on 05/27/09, signed and sealed by Paul E. Winter, P.E. 2. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Ice (BCCO). E. MATERIAL CERTIFICATIONS 1. Test reportNo.ETC -05 -255- 16776.1, prepared by ETC Laboratories, dated 07/f06, issued to Nan Ya Plastics Corp., for their SMC Fiberglas material / ETCO5033 per ASTMD - 638-03 "4500 exposed Xenon Arch "& tensile strength ASTMD-638-03 "Tensile strength", Smoke density per ASTMD2843 -99, Rate of burning per ASTMD- 635-98 and "Self ignition" per ASTMD1929 01, all signed and sealed by Joseph Labora Doldan, P.E. 2. Test report No.ETC -05 -255- 17144.0, prepared by ETC laboratories, dated 07 /03/08, issued to Nan Ya Plastics Corp., for their Rigid PVC plastic( part #ETC06024) per ASTM D1929 -96 "Standard Test Method for Ignition Properties of Plastics", ASTM D2843 -99 "Standard Test Method for Density' of Smoke from the Burning or Decomposition of Plastics", ASTM D635 -98 "Standard Test Method for Rate of Burning and/or Extent and 7lme of Burning of Self-Stworting Plastics in a Horizontal Position" and ASTM D638 -03 "Standard Test Methods for Tensile • • • • • Prlats cll'rs" for exposed & unexposed sample per Xenon Arch after 4500 • • . • Iciu�s,gi�atxl Sated by Joseph Labora Doldan, P.E. •• ... •• • . . .. • •. • ••• • • • • • • • • • • • •. • • • ▪ • • ••• . • • • • • • 0 . . . • • • • • • • • • • • • • • • • • E -1 14411.00% i . Muni L Clranda, Product Control FActuniner NOA No 09- 0312.15 Expiration Date: July 22, 2014 Approval Date: July 22, 2009 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SIJB TITED E. MATERIAL CERTIFICATIONS (continue) 3. Test report No.> FC 06- 255-17412.0, prepay by ETC Laboratories, dated 04/25/06, issued to Nan Ya Plastics Corp., for their Phenolic Foam Board / ETC06013 plastic per ASTMS -E84-05 "Standard Test Method for Surface Burning Characteristics of Building Materials ", signed and sealed by Joseph LaboraDoldan, P.E. 4. Test report No.ETC -05- 255 - 17412.1, prepared by ETC Laboratories, dated 04/25/06, re- issued On 06/28/06 to Nan Ya Plastics Corp., for their Phenolic Foam Board / ETC06013 plastic per ASTME- E84-05 "Standard Test Method for Surface Burning Characteristics ofBuilding Materials", signed and sealed by Joseph L Doldan, P.E. 5. Test report No .ETC -05- 255 - 17900.0, prepared by ETC Laboratories, dated 06/28/06, issued to Nan Ya Plastics Corp., for their Phenolic Foarn Board / ETC06013 plastic per ASTM D1929 -96 "Standard Test Method for lgnition Properties of Plastics", signed and sealed by Joseph L Doldan, P.E. 6. Test report No.ETC -05- 255 - 16776.0, prepared by ETC Laboratories, dated 01/04/06, issued to Nan Ya Plastics Corp., for their SMC / ETCO5033 plastic per ASTM D1929- 96 "Standard Test Method for Ignition Properties of Plastics " , ASTM 1)2843 -99 "Standard Test Method for Density of Smokefrom the Burning or Decomposition of Plastics", ASTM D635 -98 "Standard Test Method for Rate of Burning and/or Extent and Time ofBurning ofSejff- Supporting Plastics in a Horizontal Position" and ASTM D638 -03 "Standard Test Methods for Tensile Properties of Plastics' signed and sealed by Joseph Labe= Doldan, P.E. 7. Test report No.ETC-05- 255 - 16777.1, prepared by ETC Laboratories, dated 07/26/06, issued to Nan Ya Plastics Corp., for their Cellular PVC / ETCO5034 plastic per ASTM D1929 -96 "Standard Test Method for Ignition Properties of Plastics", ASTM D2843- 99 "Standard Test Method for ,DensiV of Smoke from. the Burning or Decomposition of Plastics', ASTM D635 -98 "Standard TertMethod for Rate of Burring and/or Extent and Time of Baying of SelfiSupporting Plastics in a Horizontal Position " - and ASTM 13638 -03 "Standard Test Methods for Tensile Properties of Plastics", signed and sealed by Joseph Labors Doldan, P.E. 8. Notice of Acceptance No. 09- 0127.13, for "Inte rlaycr for laminated glass" by Solutia, expiring 03-04 -2014. F. STATEMENTS 1. Statement lets of conforntance and no financial interest, issued by PTC, dated 02/20 /09, signed and sealed by Paul E. Winter, P.E. 2. Lab compliance letter as part of above test reports. G. OTHER 1 Testproposid it 0113867 dated 11/27/2006 approved by BCCO. • • • • • • • • • .. • .. • • • •• • • • • • .• •. • • • • • • • • • • • • • • • • • ••• • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • E -2 t t. Ut4 '.. L Grande, P.E. Product Control Examiner NOA No 09-0312.15 Expiration Date: July 22, 2014 Approval Date: July 22, 2009 TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 A GENERA. NOTES. INSTALLATION NOTES 80P. CHART 2 A ELEVATION & ANCHOR LAYOUT 3 B VERTICAL SECTIONS 4 B VERTICAL SECTIONS 5 8 VERTICAL SECTIONS 8 8 GLAY:NO DETAILS & MULUON PLATE DETAILS 7 B HORIZONTAL EECT1ONS 8 8 HCRZ0NTAL 8 8 CORNER DETAILS 10 S COMPONEMrS 11 9 BILL OP MATERIALS DESIGN PRESSURE RATING (PEP) IMPACT RATING WHERE WATER NFI.TRATCN RELIUUW NT S TIEECED WHERE WATER INFILTRATION R00UWEM&NT 18 MWT N )0D LARGE MI88{LE MOB 9513.0 INSTALL 4 T IO N A N CR' O R A Gk7 D E TA iLS • • N • • • . . •••• • • •••• 1,TH18 CI BON T� Y•rv ND2 •VELOCITY RRI 1A� 24104AND200T OREABUIL(JNG CODE MSC) a')•T1 SIGN R STATED HEREIN. THE 0RODUCTDETddt.B I • • • • •CONTANED HEWN OE SAN AND • SEALED TEST REPORT), &LA 9 ��'�D NB MK2 • • • LA8ORAT Z TESTED Di • • • • TATITSURRENT DAIS COUNTY PRO ••• (i§) 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMJNO AS AMAIN WINDFOROS RE5181NQBYETERACAPABLEOFWRHSTAI TINGAND TRANSFERRING APPLIED PRODUCTLOAOS TO THE STRICTURE IS THE RESPONSEILTYOR THE ENGINEER OR ARCHITECT OF RECORD TO SE REVIEWED BY AHJ (MINORITY HAVNMEN/8D/CRCN I a 3. 'MVO ZX BUMS (WHEN USED) SHAJ.I.EEDESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENS ORARIITECT OF RECORD 70 88 REVIEWED BY AHJ {AUTHORITY HAVING JURISDICTION). 4, IN AREAS WHERE WND•BO4NE DEBRIS PROTECTION REQUIREMENTS EXIST, LIKE OF AN APPROVED WPM DADE IMPACT PROTECTIVE SYSTEM 18 NOT REQUITED, 8, DOOR FRAME AND PANEL MATERIAL: ( FOAM PVC) 8. A 1/3 INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED N THE DEMON OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR (C6 =to HAS BEEN USED FOR WOOD ANCHOR DESIGN. INSTALLA NORM ONE (1) INSTALLATION ANCHOR 38 REQUIRED AT EACH ANCHOR LOCATION DWI. 2. THE NUMBER OF 1NSTALIAT1ON ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. ANCHORS ARE TONATCHTYPE SIZE, AND EMBEDMENT OF THOSE SHOWN HERON FOR RESPECTIVE SUBSTRATE FIBERGLASS PANEL PACE SHEET 8. GLASS MEETS THE REQUIREMENTS OP ABTM E1300. a a N /COITION 70 THE INSTAdATION ANCHORS SHOWN, 7. DESIGNATIONS IC AND G' STANDS FORTE EIGHT (8) 810 X 2" V10Io SCREWS ARS REQUIRED N FOLLOWING: EACH HINGE. X: OPE91AB4.E PANEL 0: P01E0 PANEL ® 4. SHIM AS REQUIRED AT EACH I STALLATIONANCHOR WITH LOAD SEARING SHIMS. MABMUMALLOWABLEI SRE IS 1/4 INCH. SHIM WHERE SPACE OF 111013(0)4 019 GREATER OCCURS. SHIMS SHALL BE INSTRUCTED OP HIGH DENSITY PLASTIC OR BETTER. 3, FOR INSTALLATION INTO WOOD RIMING, USE 812 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 NOM MINMUM Eh4DEDMENT. MINIMUM EDGE DISTANCE IS 718 INCHES. MINIMUM ANCHOR SEPARATION IS 3/4 INCH. 0 6. FOR INSTALLATION THROUGH IX SICK TO BE PROPERLY SCRIM TO CONCRETE I MASONRY. (ERECTLY INTO CONCRETE / MASONRY, USE 3/18INCH 4TWTAPCONS OF SUFFICIENT LENGTH 7O ACHIEVE 11h1INCH MINIMUM EMBEDMENT. MNIMUM EDGE DISTANCE 18 24816 INCHES. MINIMUM ANCHOR SEPARATION IS 2-1P2 INCH. a 7. MINIMUM EMBEDMENT AND EWE 018TAN0E EXCLUDE WALL FINISHES (INCLUDING SUIT NOT IIMrtED 70 STUCCO, FOAM, BRICK VENEER MC 502BJ0,NOT PART OF THIS APPROVAL), 8. FOR CONCRETE BLOCK 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 410INT8. EDGE STANCE IS MEASURED FROM FREE EDGE OF BLOCK OR E008 OF MORTAR 001NT INTO FACE SHELL OP BOOK. 9. INSTALLATION ANCHOR CAPACITIES FORPRODUCTS HEREIN ARE SA9SO ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD • PT SOUTHERN YELLOWP3 L, MINIMUM SPECIFIC GRAVITY OF 038. 4L CONCRETE • MINIMUM COMPRESSNE STRENGTH OF 3182 9$1 AND =ARAM WITH A0301, ACI 31848 AND AO 355. C, MASONRY • STRENGTH CONFORMANCE TO ASTM 040 AND 18304. GRADE N, TYPE 1(OR 1 A . APPeove PhrtL8 tvith QE1 97 18°° MAX O.A. FRAME HEIGHT •• • • • • • • • • • •• • • •••• 88 314° SEE DETAIL 2 & 4 ON SHEET 9 b.L.O. WIDTH 21° SEE DETAIL 1 ON SHEET 9 ®383!4° MAX. DOOR PANEL WIDTH ®3 A8_ +eMAX. DOOR PANEL WIDTH 78 118• MAX. WIDTH ELEVATION EXTERIOR VIEW (OUTSWING DOORS W/ SIDBLITES) DOOR D.L.O. WIDTH 29 112° SEE DETAIL ON SHEET9 3° MAX. (TYP.) ®8' MAX. (TYP.) SEE DETAIL 4 ON SHEET 9 ® TWO (2) INSTALLATION ANCHORS IN LOCATION 18° O.C, 108° MAX. OA. FRAME WIDTH 8 °(TYP) 3" (TYP) ANCHOR LAYOUT EXTERIOR VIEW (OOTSWINO DOORS W /SIDELIT8S) 9 (TYP). 3° (TYP) 3° (TYP} (TYP) 18° MAX. 0 .0, STALLATKIN ANCHOR (2 read) (T1R) 971/8° MAX. O.A. FRAME HEIGHT INSTALLATION ANCHOR (TYP.) • • • 2-5/8 MIN. EDGE DISTANCE ISOIATION MATERIAL (FER Flip) ® BETWEEN P.T. WOOD BUCK & CONCRETE MOW, EY OTHERS • • 6 .• • ' • • •llo• • MISR • : *D•o • • 8 00000 • • • • • • • • W • • • • • • PERVETER CAW( • • BY OTr • if WOOD BUCK • • 4 11 EV.4 T E 3271 • • • By • ••• •:•• 6 rmis MAX O • HSI 95/4 MAX. OA FRAME HEIGHT 9? Ur • • • • e ••• • • •• • ODL GLAZING DETAIL 1 (SEE SHEET 6) N. &alga SEE DETAIL 7' THIS SHEET PERIMETER CAULK SY OTHERS ®CONCRETE BY OTHERS (SEE NOTE 269, sHT.1) 2-5/Er MIN. EDGE DISTANCE MIN. EDGE INSTANCE 2-Er MN. EDGE DISTANCE CONCRETE / MASONRY BY OTHERS (SEE NOTE 2 & 9, PAT. 1)0 1/4" MAX Wm 3/1 ITW TAPCOZI INSTALLATION A 9 1t4° e EMBEDMENT 3/16TTW TAPCON INSTALLATION ANCHOR APPLY1/2 BEAD OF SILICONE CAULKING BETWEEN SL- AND CONCRETE FOR FULL LENGTH OF SILL IJ largiumwa IPIdliip. 1 111 PaRli 118" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 53) (SEE GEN. NOTE 3, SHT. 1) EXTERIOR FIRM BY OTHERS PERIMETER CAULK BY OTHERS 0 MAX. O.A. FRAME HEIGHT 911/8" Magna • AX. O.& FRAME HEIGHT 91 hP ODL GLAZING DETAIL es(sEE SHEET 0) INIAL LATION ANCI4OR 410 WOOD SCREW 2X WOOD FRAME BY OTHERS (SEE GEN. NOTE 2, SW. 1) EXTERIOR FINISH EY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR GLAZING DETAIL 2 0 (SEE SHEET 5) VERTICAL SECTION WOOD FRAM SUMMATE ® DOOR PANEL@ BEAD 0 ?:' . WOOD FRAME TM" MIN. EDGE DISTANCE 410 WOOD SCREW INSTALLATION ANCHOR 1-1/2" MIN. EMBEDMENT 0 STANDARD DOOR PANEL@ HEAD iNITERIOR I-1/4'59AX SHIM MIN. EDGE DISTANCE 1-1P2° EMBEDMENT 114" MAX SHIM lif 1 treL91),044 • • • • • • • • • • 11•••111 • • • • 2-618" MIN. EDGE DISTANCE ISOLATION MATERIAL (PER RC) 0 BETWEEN P.T. WQOD BUM & CONCRETE OA OTHERS • •••• • • • • • • . (M& FINISH • (MOTHERS" MAX OA FRAME HEIGHT 97 Ur 4FIRINEWER CAULN • • °ME% • • • ia lItOD sug • ar • *SY OTHERS) • • • (SEt NOTE 3, SHT. 4).. • • • • • • • • • to • •••• • MAX. • • • • DOOR PANEL HEIGHT 981/4' • • • • GLAZING DETAIL 2 (SEE SHEET 8) PERIMETER CAULK BY OTHERS ®CONCP,ETE 3Y OTHERS (SEE NOTE 2 & 9, 814T, 1) 24/8" MIN. EDGE DISTANCE • • • • • L 1 ILC i_. : ILI A.. oriT • 'TV • 1' y . iTK l• STANDARD DOOR PANEL HEAD 0 0 0 Maga SEE DETAIL 8 THIS SHEET . (1) 0 V 8 N STANDARD DOOR PANEL @ SILL 3/16' EV/ TAPCON INSTALLATION ANCHOR CONCRETE / MASONRY BY OTHERS r(SEE NOTE 2 & 9, SHT. 1)0 1. 1-1/4" MIN. EMBEDMENT 1/4" MAX SHIM 1 etellTW TAPCON INSTALLATION ANCHOR 0 ei AM" ff.rilital aiiigaiLuxix 0 0 1 X •'‘ ' .4 '. DETAIL 8 0 4.1 et '.4 • 0" DETAIL. tSIDM") APPLY i/r CONTINUOUS BEAD OF SILICONE CAULKING BETWEEN SILL AND CONCRETE FOR FULL LENGTH OF SILL '4•", 1 1/4* MIN. EMBEDMENT .s ' i“,:■•1 MAX. OA. FRAME HEIGHT 97 Ur' A • 2-8Ir MIN. EDGE DISTANCE ISOLATION MATERIAL (PER PBC) BETWEEN P.T. WOOD BUCK & CONCRETE /MASONRY BY OTHERS A MAX DOOR PANEL HEIGHT 1/4.• EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1X WOOD suck BY OTHERS (SEE NOTE 3, 8147. 1) EtERLOR SNIP GLAZING (11) DETAIL 3 (SEE SHEET 6) MEM SEE DETAIL. 9 THIS SHEET 0 AMMETER CAULK BY OTHERS ®CONCRETE BY OTHERS (SEE NOTE 2 & 9, BHT; 1) 2-618' MIN, EDGE DISTANCE 1' eft 4:11 E. t . _ ;._ .. _ 10 _.A.. or: - IT - -,,•. An,.. NI INF =Ems PANEL @ READ (MAX 15 3/8" W X 98 1/8°H D.L.O. 6" X 79, 0 i) 0 r.e) 0 • • S1DELTTE PANEL @ SILL 0 (MAX 15 3/8' W X 98 1/8"H 6' X '79“) me' ITW TAPCON INSTALLATION ANOVOR CONCRETE/ MASONRY SY OTHERS 48 (SEE NOTE 2 & 0, SHT. 1) 1.1/4' MIN. BABEDINT f 4 VC MAX SHIM --I APPLY Ur CONTINUOUS BEAD OF SILICONE CAULKING BETWEEN SILL AND CONCRETE FOR FULLLENGTIrl OF SILL ▪ EmsE0 IN m INTERI 3116"ITW TAPCON INSTALLATION ANCHOR 1 1 4. = DUI:WOW 111111101 1 1 912 WOOD SCREW IN AUATION ANCHOR 2X WOOD FRAME SY OTHERS et (SEE G4!Imij, 9147. 1) • •••• • •••• • • ■•••• EXTBRI • • • ••••••• •• • PERIMETITOQULK • r ar t ivAs ▪ .401.0A. • . . ROME ,9 • • • ir • • •1413IGHT 9P118° • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS MAX. OA FRAME 0 HEIGHT MEM 97 1/W EVINP GLAZING 99 DETAIL 3 (SEE SHEET 8) • • • • • • • •• • • ••• • • • • • R , • • • ••• • 0 £& !it i : :7 912 W0013 SCREW INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS (SEE GEN, NOTE 3, SHT. 1 MAX.OPAQUE SMUTS PANEL 15 3/8" X 95 I/4' BRAD I ,117M11A111 111 —g11 1. 1 10j, ■•1111i. &MIA am 0 C, S:C If • • • rT; tr: • INP SIDELITE PANEL @READ MAX. D.L.G. 6" X 79" MAX. S1DELITE PANEL 15 3/8" X95 1/4" 7/8' MIN. EDGE DISTANCE 1-112° MIN. F EMBEDPo r 1ENT 1/4" MAX SHIM 1 • E)C_Tgaga 7/8" MIN. EDGE DISTANCE 1-1/2" MIN. EMBEDMENT •EM 0 IS • 4 1/4° MAX SHIM • M 1 248° MIN. EDGEDISTANCE 1801A1ION MATERIAL (PER MC) • BETWEEN P.T. WOOD BUCK & CONCRETE MASONRY BY OTHERS - MAX G.A. FRAME HEIGHT 97 118' MAX. • SIDELITE PANEL HEIGHT 961(4' EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1X WOOD BUCK BY OTHERS (SEE NOTE 3, 8117. 1) SEE DETAIL 10 THIS SHEET 0 PERIMETER CAUU< BY OTHERS db, CONCRETE BY OTHERS 1SEE NOTE 2 & 9,81-17.1) 2-6/3' MIN, EDGE DISTANCE #4.. • "F •.g6v. • - p. STANDARD SIDELITE PANEL HEAD • MAX. SIDELITE PANEL 15318" X 95114' I) icT1 1 4' 1.A. IC — .T. 11 4 . iripri--. s c : c OPAQUE SIDEL1'113 PANEL 0 SILL • MAX. SIDEZZIEPANEL 15314' X95 1/4' 3/18° 1W TAPCON INSTALLATION ANCHOR CONCRETE (MASONRY BY OTHERS 0 (SEE NOTE 2 & 9, 8147. 1) 1-1/4" MIN. 1 1/4* EMBEDMENT 1/4' MAX SHIM APPLY 112° CONTINUOUS BEAD Of SILICONE CAULKING BETWEEN SIU. AND CONCRETE FOR SAL LENGTH OF 89.1... 3/189EW TAPOON INSTALLATION ANCHOR 11 1 '411142: J o ueLl ,e1.N MAP , :MXTF" • is 1 sum ktdoweed se eamlyissisGulit • • • • • • • • • • • ARGO! • • - • ▪ • • • • • • • • • • • • • :te/p CORNING 996 SEALENT / • • 1 so • • • • • I • • • • • • • • • • DOW CORNIN 995 SEALENT REDISEAL COMPOUND GLAZING DETAIL 2 GLAZING DETAIL 1 ODLUTE Et (PER CURRENT NOM I OA 1.41.0 CONSISTING OP: 1 fir EXTERIORTEMPERED GLASS, OMB° STAINLESS STEEL ARGON SPACE, 1/11VNNEALED GLASS/ IttasesournA SAPLEX PVB INTERIATER1 ANEALED GLASS/ • ./ • • 11 . SPACER 0 1" OA A.0 CONSISTING) OP: 118" INTERIOR IVAPEOIED GLASS, 0.636* AIR SPAM, Ur ANNEALED GLASS/ le 0.090° SOLUTIA SAP= WEI INTERLAYER1 Ur ANNEALED GLASS! SY ODL ThEr1BigB MAX. 1/2" GLASS SITE DOW CORNING 996 SEALENT EXTERIOR ® SS SPACER ®1" OA. 1.G,U CONSISTING OF: 1/0" EXTERIOR TEMPERED GLASS, m % 0.636" STAINLESS STEEL ARGON SPACE, 1/1' ANNEALED MAUI 0.090" SOLUTIA SAPLEX P113 INTERLAYER/ 1/8" ANNEALED GUM SY CARDINAL ARGON FILLER GAS e S1NP GLAZING DETAIL3 APPLICABLE TO smarm onY (MAX. D.L.O. 6" X 79") MAX. SIDELITEPANEL 15 318" X 951/4" MAX. 1P1" GLASS BITE HEAD MULLION DETAIL eSILL MULLION DETAIL I r r 1 co IIDA# Meal . 1 • ® #12 WOOD $'$REW •: • InTeLIATION/*CHM • • • • •• • • • • 114° MAX SHIM 1 112' MIN, EMBEDMENT YJ f:✓ trO •• • ANIMA EDGEDIST/INCE ••• • •• • • vjm MAW 'S( OVERS • - iEE GEN. NOTS2, SHT.1) • SHEATHING BY . 0;1 1 - 1 1E . • • LXTERIORFIM • • •••• SINP SIDELITE PAPE1L0 JAMB INTERIOR 0 C) HORJ7OECTlON STANDARD & ODL DOOR PANELS EXTIBIZ PERIMETER CAULJC BY OTHERS MAX. SJDELITE WIDTH • 18 318° MAX. OA FRAME WIDTH • 108° 18' O.C. 0 ; $ i. $...! Oa. i _ STANDARD DOOR & SIDEL i PANELS MAX. OA FRAME WIDTH • 108" INTERIOR 0 N /8'O.C. INTERIOR INIABISS HQRXZOM ODL DOOR & WEIRS PANELS INTERIO PERIMETER CAULK BY OTHERS MAX SIDELITE WIDTH =18 318' MEM 114" MAX. SHIM V- 1 1/4' MIN. EMBEDMENT CONCRETE /MASONRY BY OTHERS 2-818` MUI. EDGE DISTANCE 3118" PN TAPCON INSTALLATION ANCHOR ISOLATION MATERIAL (PER FBC) BETWEEN P.T. WOOD SUCK & 0 CONCRETE t MASONRY BY OTHER 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, 8Ht 1) EXTERIOR FINISH BY OTHERS 1 1 1 ves t13 Ism V PT c lr , .. t 114° MAX SHIM 1 IX MIN. EMBEDMENT 0 I _', I _ _i _ , 0 e ) •• ^MI: • i : • MUM (11 18" 0.C, OPAQUE SIDELITE PANEL§ JAME ODL DOOR & OPAQUE SIDELTIE PAXELS (kW 0.C. 5 0 'UV MAX SHIM 1 1/4" MIN. EMBEDMEXIT \-1X WOOD BUCK ey OTHERS (SEE GEM NOTE 3, BHT, 1) EXTERIOR FINISH BY OTHERS • • • • • .. • • • • • • • • • • • • •• • • ■ •• • • • • • • • • • •• ••• •• • • • • • • .• 1 . o.c. SILL & MULLION DETAIL 2 PLATE SCREWS Ut 1!371" VJA KAM PVC. .• • MO Pite • • b868' ••• • •• -• •••• • T."""1. . • ,• •••• aB N • ' b8•A400 •. 4,487'- --±1 _,• • • • 1811 • OE38• • • s' SHOOT - . LT r9 - ii xF m1 a,aar do e 1 DHERIOR TOP RAIL SW F189RGLA89 slap+ ° ®FrawatOg TOP RAIL SKIN FBERDLM IN wr STILE FOAM PVC • • • -j •• • • � • • t ' _1 P l��) •• .• • • 7 SIDEVIE STILE MAIM) 1112a_2 ,. ;. Y �e;� , FiBests.Ass E10A1 1.838' U 7'OP__ MIiAIA' MALMO W Pit ) Pal t218" 1 tsar 40 �9 Pr PAN. •MID E TTO F18♦3�111AE.9 BXtla 1.988' try una,=11,01)3P8r MVP ® M D.LON WEA1 E,R97 PER FOA(49. PB FILM BmN� r o.amr -J W FIBEROLASS SKIN SWELTI$ ONLY Ra?ERp1A8B ®INTERIOR ODOR STILE SRLY a t, mamma sinti 4.6ar 0.184" m OR ' _ l' :h.V_,iLL PVC OR 3 Y) r- 8 ORR BOLT P ME8t f ul G ONER PhD `�aast ENCONE,PE Fuca 1 0.183" VA-41E MEI CAW Ea ® OUTS AL NUM ® ?kidON ANCHUA @LATE 4 ,, g n AND D3 E*URA DOOR BOTTOM SWEEP R161D PVC =EX m HURRICANELIDHTitRAl W A RIGID " PVC oar T. a IM 4.081` REM! PART0 8° STILE P132° t0P 180 y • M RAIL 919 =- ? - -. / JAMB SWING BILL TSW(NOS1 BASE FO PVC Fy MW* = 6,000 PSI tp NAN YA • M PVC Fy MIN. = 8410 P81 49 NAN YA C LLULER PVC Fy MIN. • 0,000 PSI 0 NAN YA RIGID PVC F MIN. to 6 , +' P8I NAN YA ALUMINUM 0083 -78 , PV & PVC COMPONENT ENDURA RIGID PVC MIN. = 8 PSI { ENDURA MIN. = 6,030 - NAN YA M LLION • E 140N PLATE • • • 1•• •• • ••• • ••• • • • CORNER P44 > SHOWN) ODL HURRI i` HT FRAME SYSTEM (PS CURRENT NOA) 0 9 ' 14 - T' Y -c 17 ••• .• +�a 19 20 21 22 23 24 26 27 28 29 30 31 32 36 38 37 38 39 40 41 42 43 44 48 48 47 48 49 •• • NLLI W ATHER 4' 4` BUTTfIe ,1 ! FAURA 0OI1144040M MEV 14P _.., I FIBS 07 BOLT 2 314° REINFORCEMENT WOOD OUTSWING ASTRAGAL $MC 14P SKIN FIBERGLASS SMC 14F SKIN FIBERGLASS OUTSWING PANEL TRIM EMENT Q-LON LASS #S X 1 1/2° PFH WOOD SCREW DESCRIPTION t�4 BULL 011r MA .PIA1 S SMC OOP SIN FIBERGLASS 0 SMC S88 SKIN FIBERGLASS SMC 14P SKIN FIBERGLASS MULLION REINFORCEMENT COVER SMC 14P SKIN FIBERGLASS 910 X 3' PHILLIPS SQUARE SCREWS 610 X 2112" PHILLIPS PLAT HEAD 410 X 2' PHILLIPS FLATHEAD 41 X 718° PHILLIPS PMT HEAD 3118 X 212' t1W 7APCON ® 412 WOOD SCREW 1N87ALLA X%ANCHOR f/4" 11W TAPCON SCREW INSTAIJ.ATION ANCHOR 1.O.A. Lb.0 CONSISTING OP: 1/8' INTERIOR TEMPERED GLAA38, 0.838" AIR SPACE, 1/8° ANNEALED GLASS/ 0.090" SOLUTIA 4AFLEEX PVB INTERLAYER/ 1/8° ANNEALED tilLAS8/ BY ODL 3/18' ITW TAPCON SCREW INSTALLATION ANCHOR HEAD PLATE SILL PLATE kWI 'KIT LA'1'CHEOLT/ KNOB KWIKSET DEADSOCT KWIKSET STRIKE PLATE 1' 0.A. 1.0.0 CONSISTING OF: 1/8' EXTERIOR TEMPERED GLASS, 0.635" STAINLESS STEEL O ARGON SPACE, 1/8 ANNEALED GLASS/ 0.080° SOLUTIA PVB INTERLAYER/ 1/8" ANNEALED GLASS/ BY CARDINAL 8114P SKIN FIBERGLASS Qp 1 19132" SIDELIGHT STILE SINP LUTE FRAME ((SIDIa.IT:E ONLY) 0 6/8" ASTRAGAL REINFORCEMENT MATERIAL ALUMINUM (003646) FOAM SILICONE, PE FILM STEEL RIGID PVC 06-EX FOAM SILICONE, PE FILM SEE COMpONENTB ODI. NO4 FIBERG = SKIN F • MIN. =11,000 PSI 0 STE (418 23302 SZHC} FIBERGLASS SKIN Fy MIN. =11,000 PSI STEEL WHITE PINE ALUMINUM . 6063 -113 STEEL, F NOUC FOAM FIBERGLASS SKIN FIBERGLASS SKIN FIBERGLASS SKIN FIOERG ASS SKIN FIBERGLASS SKIN STEEL STEEL STEEL STEEL STEEL STEEL STEEL GLASS PEA CURRENT NOA STEEL 1010 C.R.S. 1010 O.R.S. GLASS FIBERGLASS SKIN FOAM PVC RIGID NC WHITE PINE ALUMINUM (6083.78) STEEL. MIN. =11,000 PSI 0 y MIN. =11,000 PSI€ Fy MIN. =11,000 PSI QI1 Fy MIN. =11,000 PSI F MIN. =11,000 PSI ODL NAN YA NAN YA NAN YA NAN YA NAN YA NAN A MANUFACTURER SCHLEGEL MIKOTA ENDURA ENDURA ENDURA f9 NAN YA (1 NAN YA NAN YA NAN YA NAN YA ODL nw ENDURA ENDURA KWIKSET KWIKSET KWIKSET CARDINAL Fy MIN. =11,000 P810 NAN YA Fy MIN. • 6,000 PSI IV NAN YA Fy MIN. = 6,006 PSI ® NAN YA 1 v 6 V MMANCE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R C. Aluminum Industries, Inc. 2805 N. W. 75 Ave. Mid, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade Comity 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 (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami County Product Control Division (In Miami Dade County) and/or the MU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the.manufachuer will incur the expense of such testing and the AEfJ may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. BORA reserves the right tore 1 ' = if it is determined by Maud-Dade County Product Control - of the applicable building code. This with the Florida Building �.1 r.1 11 v' product or material fails to meet the is approved as described herein, and has been designed to , including the High Velocity Hurricane Zone. DESCRIPTION: Series "ML 100" Aluminum Tube Mullion — L M.L APPROVAL DOCUMENT: Drawing No. M04.05, titled "Aluminum T of 7, dated 05/02/04 with revision `C" dated 09/22/ Hiunayoun F i 1 • f � gj 11s 1 .111 :+1 ons", 1 through 7 y ' -Farooq Miami Dade County Product Control Revision stamp with the Notice of Acceptance number arid 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 mane s name or logo, city, data and following ant: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shalt 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 imposes shall automatically terminate this NOA. Failure to comply with any sermon of this NOA shall be cause fortennination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami 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 mamteacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA, as epbwsN DAY06- 1130.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as a xtrair'at e • • • maritioned above. The submitte$ en war reviewed by Manuel Perez, P.E. ••• • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • •• • • • MIAMI -DADE cOUNIY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, Su1TE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -5339 www NOA No. 09-0121.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 Page 1 R C Muuminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SI BMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04-05, titled "Aluminum Tube Mullions", sheets 1 through. 7 of 7, dal 05/02/04 with revision "C" dated 09/22/08, prvared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PBC, TAS 202.94 2) Uniform. Static Mr Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of alp single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report NoJTL4024, dated January 14, 2004, signed and sealed by Edmamdo Largaespada, P.E. (Submitted under previous NOA #04-0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of alumimmn fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Drat Seda, P.E. (Submitted under previous NOA #94 -0608.05) C. CATIONS 1. Anchor verification calculations and structural analysis, complying with PBC-2004, prepared by Al -Farms Corporatism, dated 09/24/0® , signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'ICATIONS 1. None •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • E -1 Manuel P Product Control NOA No. Expiration Date: August 19, 2014 Approval Date: April 08, 2009 R. C. Alumjnum Industries. lion. NOTICE OF ACCEPTANCE: priDENCE SUBMIT `ED F. STATEMENTS 1. Statement let of compliance,, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted raider previous NOA #06-1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Muller — L.M.I. ", approved on 04/05/07 and expiring on 08/19/09. . • • .. • • • • • . . .. . . • .. .. • •• • • • • . .. • • • • • • • • ... • • • • • • .. • • . .. . • . • • • • • . . • • • .. • • • • • • . . . . . • • .. • • • • • • • • • • • • • • • • .. • . . • E -2 Manuel Product Control NOA No. 09 =0: - .14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 Z 9 g d3S 19099 c dPJ W 031434 193371 N911130 3HL Naha. MON 013191 133US Zoe NO TWIN sumo SOWS* r�n MO NO SUM NOHOW WWI ' 3 9 0 9 9 9 3 1 04`0 1 140930 N941 X100 NOM $ d'' NLNM NOi77AM micas C 173#0 NO S�q 594191 AVM! NW IN Norm "0L � � 61217 39041V ONlt l 9*10099 awn) uricethav 33n raltr grIVIJAW Sad vat tagi atataki=assi man= rams. o go wan o a sow An NaltitaWMr leire003 NOU935 36 0 UV WWII 900E d0 MTV** MONA GOO lulu 9 a Oa MO HO LoVo100 40 001030 is 03$11 a SM OS F s 3SY; t1 0 can vv 911130 39390. ut 000113 33091 0041 s '� 0140Nv '('O43 311E '030n00 ma= Tka Noma 38 Was Itaaavi 3338 at onfaraoa '3 30 00 Nib SV 030949 1 0099 SV 38 Mtn N018001 %RUMS 341 01 VW Naielfildt 01 Aid mom* 38 Ann '3142100 4848 9)1098 COM 1 013 SO0Vn0aaa 3 33011849311 19.193 030004 '0016v211114N1 =WA 13901 OM% 131 901014319,333N 3FLL 1330 431 soamno 41 1 ffon 91v '(314o0 3103 3N IH 15000111011 amoos maw au, Haa AVM 099/1909 01 OOLS 1 � MOUS 11191014 MU AO 994913933,33 03101S30 N33 304 MOW SBLL WOWS OW 83213 303031804 !m! 104811480 Sono 00 1 001dM 339 KINO S3U data Nomnn DNrsn S.LOfKIOxld MIMS 1V3IIAt. ONINIV114O0 sNOITtnW SNoninvr36tft PUINWINIV av7n9PV 3 i • • • • • .. .. • ... • • ... .... .. • • • .. • .... • . • • • •••• • • • • •• •••■ •• 185 • • • •••4 • 1 =1 • • • • • t_1 • • • • i•!1 Ilt} •• • •• ,•4 IS7• • • • • • • • •• • • • • •••• • • • 1}I.•• • STS NTAAARig• 6083-46 • I-3/4' !Qk, FOR r TIMES S A -2/g , i RS 8063 -TB • • • 4 • • =ALUM 0063 -t6 NOTTS OPTIMAL 4.0110 } 2X4 uULUON 5063 -Ts .730 .b1.LLION CLIP 0083 -te 4,540 1 - 1/2 X 4 AMMILMULLO 8063 -n 1190 Ak4N11fN CI IP 6063 -t8 0880 2 X 5 cm. MU ION 6063 -TO 185 2 X 6 MeLIMULIATI 606.3-Ye wppi tr*th tho monk 250 • • • ••• •• • • • ••• • ••• • • • ••• 00 -5/6 •• NEEI smurarm BEM imro's 'emit IRE 124.0 100.0 160.6 rincEntr um 1504 L' i 1004 150.0 ECM _E 150100 7 1� ® ICEMBEAPLA HI 114.0• HEIRS 104.1 [L'x111 150.0 150.0 1004 102.0 501 73.0 404 88.1 160.0 1504 150.0 116.0 101.0 $0 150.8 150.0 500 160.0 150.0 150.8 132.3 150.0 100.0 1504 1604 1600 180.0 1000 150.0 1604 1504 2 II 1504 150.0 160.0 150.0 150.0 150.0 100.0 anal 1000 ® 1051 =OEM K KEMMIMEMEEMICEMIEEMIEMM KEEN 150.0 1604 E1EM cusamormammEEENCEM Q' E COMM 1004 DEEIKEENDEM 8HHH 16010 `'�'_ 150.0 160.0 1004 160.0 160.0 150.0 130.0 160.0 160.0 160.0 101.0 150.0 00.0 160.0 160.0 1004 160.0 WIDOW 0005. WAIN (*) MULL SPAN 16 -i/8" 26 -1/2° 30' • •42 or l/T 64' bit • •80" 19 -1/6• 4 1/2° extr • • 64° • 410' or 12' 19 -1/8 291/2' 30 or 42' 48" 54' 18 - 291/2' 30' 37' 42' or 64' 00' 58' 72' 2231011 LOAD CAPACITY - 701E (TUBE 210 11 10 0 0 ••• ••• • • • • •• • • • • • ••• 50' 6 900 150.0 150.0 15104 1014 82.5 724 03.7 00.6 51.0 WM 67.7 IEEE 79.7 70.4 67.1 COIMEDM IMMOMMDIVENEUEM 150.0 IMUNEMENDEMWEEt HH 1500 390 OMDIm I26A Ecru IM MOMMENOMMEMIEWEN CEO no 0011170111001 am mumnummommunms OCINIEUNIMEUMONSEU OM MIWOMEEEIDEENCER mOTOMEDEIKEEM 07A KEINKEEN MIGUMONNIMMIMUMMII annummammors MEMIMMINDEMOIMEMEM 264 106.4 93.1 00.7 74.4 118.4 1024 83.4 70.0 160,0 1600 1504 160.0 1600 180.0 100.0 150.0 150.0 1900 150.0 159.0 120.1 150.0 1504 180.0 160.0 100.0 15.0 1504 100.0 150.0 110.0 160.0 160.0 150.0 150.0 144.1 1504 150.0 1500 150.0 150.0 150.0 150.0 150.0 1504 WDiDO0 DIMS. NOM (6) 10 -I/8' 28 -1/2' 30" 37' 42' 45' sr 04' 0' 19 -1/8' 28-1/2' 30" 37' or or or 80' 65' 12' 19 - 1/8` 291/2' 30' 37' 42' 48" 04' 65' 72' 19 -1/0" 291/2` 30' 3Y 42' 46' 64' 00' 65' MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 203104 LOAD CAPACITY MP (MUSS 11IR3w025) MUM SPAN 1 a8 74.5 63.8 47.5 384 33.8 74 -1/4' 20.7 26.4 108' 23.8 21.9 51.6 37.2 32.5 20.9 23.4 00.0 34.6 244 220 244 1%4 150.0 118.4 2 04 STD. 11:0 160.0 1 -1/8 d -1 150.0 1504 MULLIONS �W 150.0 1604 150.0 150.0 24.2 04.1 67.3 123.0 22.0 49.2 01.2 1 112.3 201 40.1 *1 103.0 WIN000 0079. SYM14 04) 19• -1/9' 1'8 -1/2' 30' 37' 42' 48' 54' 50' or 19 -1/6' 291/2' 37' 42' 48' 54 or 66' 72' 19 -1/8' 46 -1/2° 3' 37' 42' 48' 84' 50' 66' DIMON M 18 1 11111311EII 64.0 MIN 2 • 2 Ma= 4 220 E.> NNHH 111 E1111 11111111•2111 27.0 KM 24.7 32.0 T1.6 MIN 20.4 Q0 034 67.1 603 48.1 42.4 32.6 26.3 25.4 2 2 4 206 111.0 40.8 03.4 73.7 004 62.6 40.9 400 406 30.6 31.5 28.4 254 64.6 712 67.7 51.3 60.4. 1094 80.7 1061 SPAN 120' 132' 144' LOAD CAPACITY - 737 (TUBE Mv1.um99D 508 8TO. 2X 000. 160.0 160.0 150.0 140.1 128.7 112.6 100.1 90.1 51.0 75.1, 110.0 1500 136.4 150.0 116.0 104.3 84.6 744. 661 676 62.1 47.4 43.4 TYPICAL, MULLION ApP N IT$ WIDTH (W) '. Nn + N7 1 Mods 202 811 24021380 R401.2AR son Erni Erin SEP 2 S MIS 25025N tia N W02 IUUJON 5748 IONISED d3 oade No • • ••• • • • ••• • • • • • • •• • ANCHORS TYPE MUMMIONDEINEMOMMOOLUM MEMONEDI 180.0 1500 41500 iil'TI KEINMEM J WOO 110.0• MaWdall almormumzimmEmmum ¶ L' .0 MEMOMEME mammr xmamm • 1500•lL • .L•ig0 Q''I mcmorrPmmunimmumm WEE • ®Q_ow PIESIOMEMOIDENEEM MEIMMEMI J MEIN Immorm EEO 1604 118.0 WITIOCEM mammommommmommmom ammo 121.0 92A 150.0 'EEO WITOMEEMMEM mommoommammnammcommalm BB 0 150.0 102.4 KEEN 85.0 130.4 82.3 72.0 84.0 150.0 110.0 150.0 1504 1600 150.0 1130.0 150.0 160.0 150,0 1220 1504 150.0 160.0 1230 1520 1222 10010 150.0 1604 150.0 1322 110.0 84.4 150.0 150.0 18.0 128.3 1480 1102 1604 180.0 1110.0 1604 110.0 180.0 160.0 150.0 160.0 1500 180.0 150.0 150.0 1500 150,0 1520 180.0 1520 150.0 150.0 181.0 190.0 110.0 150.0 60D 1604 EMI 133.1 Inn 108.9 180.0 1294 100.9 90.0 824 150.8 150.0 150.0 150.0 110.0 1520 150.0 150.0 180.0 100.0 150.0 150:0 1504 1520 1500 150.0 158.0 1500.0 1600 1500 150.0 150.0 180.0 1504 EMI IEEE 1420 104.3 CEO WEIHIOMMEMO + � 111131WEINEMENUMMENEMOMM 730 160.0 150.0 1480 MEEMIEMOMEDINEM iC'7i® EMI 1600 IMMO p 150,0 mamma mom 132.8 mom mom mw MEENCEM mam 103.1 414 WEE MMOOMMUNICOMMO MMOMMOONMEMM MEIN 108.1 38,7 132.3 603 150.0 1004 109.3 150,0 150.0 109,8 IMISMEMIEBNIKEIM WMMIEENIEDI 105.6 4 3.5 6iiA3B: MZUOMEOM 3&7 MEM 1811.0 1002 MEI 1504 722 ECM WA KM EMI 1104 EronErm ILEM 704 as NEM 0 160.0 782 83.9 150,0 113.0 127.7 100.8 71.0 Mewing na. M04-08 mamma. WON (w) 19 -1/8' 26-1/2' 30" 31' • or 1 •• 50 " 60' 50 . • 402° i X 1/0' 1/2" 1•q far 1 • or • • 7Y 19-1 26 -1/2' 30' 37' 42' 48" 54' Bo' Be 72' 19-1 26 -1/2' Be 37' 42' 48' 84' 60' 84' MULL SPAN ••• • ••• 38-3 • • • •• • • • ••• ••• • 9' DESIGN LDA11 CAPAC/PPY PI" ANY ANCHOR CONDItON SHOWN HERON tMY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS INMCRIPTION SEE SHEETS S THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 979009 DHSS. 19 -1/O 26 -1/2' 30' 37' 42" 48' 84' or 72' 19-1 26 - 30' 3e 42' Be 54' 80' 68' 72' 19 -1/5' 26 -1/2' 30• 37' 42' 46' 84' 8' 72' 19 -1/5' 30" 37" 42' 46' 84' 50" 66" 72' 5041. SPAN 74-1 /4' - 64' 98' 150' DENSE LOAD CAPACITY - ANC 110119 TYPE A6 150.0 110.7 97.7 79.3 664 61.1 64.3 44,4 1384 27.5 58.4 70.1 81.7 48.0 434 30.3 39.0 116.8 65.6 76.6 61.3 54.0 47.3 42.0 374 34.4 31,6 101.4 78.1 67.2 544 48.0 42.0 37.8 Aa AA8 150.0 1520 150,0 150.0 150.0 1801 180.0 1214 1.79.6 107.1 122.2 93.7 1062 83.3 97.7 78.0 66A 86.2 01.5 62.5 160.0 - 180.0 150.0 1504 150.0 132.6 140.1 1074 123.4 94.7 1064 324 95.0 73.7 86.4 58.3 *5 501 72.0 56.2 450.0 100.0 150.0 131.3 150.0 118,0 1226 94.1 150.0 824 94.5 72.5 84.0 64.4 75.6 S .0 82.7 63.0 48.3 1800 180.0 160.0 115.7 134.4 103.1 108.0 334 96.0 13.7 54.0 64.4 74.7 67.3 37.2 814 81.1 460 08.0 43.0 ANCHORS AA4 1600 150.0 150.0 1504 1504 150.0 150.0 1504 138.3 126.0 1504 150.0 1504 150.0 150.0 147.3 132.8 1204 110.8 150.0 150.0 1500 150.0 150.0 145.0 128.9 118.0 105.5 08.7 150.0 150.0 1020 150.0 147.3 1269 1149 103.1 83.7 85,0 1804 140.2 123.9 100.4 86.6 77.4 68.8 51.9 56.3 51.8 150.0 123.9 1099 064 78.2 68.4 804 54.7 49.8 45.8 150.0 108.5 082 77.7 88.4 504 83.2 47.9 434 399 133.8 98.4 85.2 83.2 47.9 424 30.7 150.0 150.0 150.0 150.0 150.0 150.0 137.8 123.9 112:6 103.2 160.0 150.0 1500 150.0 150.0 1369 121.7 109.5 994 91.2 1520 150.0 150.0 150.0 130.9 1194 105.4 954 87.1 794 150.0 150.0 150.0 138.1 121.7 1084 842 88.2 774 714 919009 ins. w1DTH ) M U SP 19 -1/8" 25 -1/2° 30' 37' 42' 48" 54* 80' Or 19 --1/8' 281/2' 30" 37" 42' 46" 54' 60' 50' 72' 18-1 50-1/2' 30' 37' 42' 48' 64' 58' rt 91 120' 132' 144' Al TYPE 0664 Era WIDTH (W) 1 +112 2 850209 LOAD CAPACITY MI5 A1602029 TYPE 18 844 884 60.5 49.0 432 374 33.8 30.2 97A 25.2 68.2 6'2.2 65.0 44.0 392 34.4 304 27.5 254 22.0 79.1 57.1 80.4 409 320 31.5 26.0 20.2 22A 210 A4 150.0 1,184 1 214 98 86.4 78.8 67.2 604 520 60.4 110.0 1244 110.0 784 00.7 81.1 504 50.0 45.6 160.0 114.1 1004 51.1 726 83.0 564 50.4 45.8 42.0 4106065 1600 82 Off 84 WIZEMOSSIMINEET PMA 6/Ltl. var 71 SEP 160/801/ E'i5 a 9EOtAN5fl1 V moms 110E 52 1 144 ruswersvnum vas -4.111.04 ,'1 u Q • •••1 • ••• • • • ••• •• •• • ••• • •• • • •• •• • • • • ••• 1 -31 tot • • •••• • MULLION C8 1 -3/ 4• N8d ANCHOR LOCATION • • • • • 1187' !§10011 •• • • • • • 1d4' • H1sT1 taw cow D 1-3/rWOL WOSO 2 P� R CUP tt ON EACH WINO) ANCH RS `, YE FLOAT@IO CUP A SW 2 PEJT 1 -3/4' at LUG t/4° etm O0E1 B 1-3/6' MIN. WOOD 2E2E1 AWN FLOATING CUP f ' u x UM a l " 2 PE N t-3/4' O.C. MWk. •1MH. 1 °H2 ALL Cups to or ow PRO TOE MIJWOIS. %IPCONS MAY EE; HEX OR FLAT HFAD. IDY WOOD SIM 1/4" HLO NM CON tl 1 -3/6' MN. WOOD PENETRATION 4 PEA OLP (2 010 MN WINO) r1/' ni / 22Y WOOD OUCH MOO STRUCTURE ANCHORS IYPE 'A4' FLOM° CUP #1481 / I 3/4 'I�*. U% FOR 3' 1U83 2-3/0 610L P02 ALL OTHER 1/4' 18L1I KWK OOH 6 1 -3/6 LON WOOD 2 PENEMOION PER AMU FLOWING OLP ■_$_ K _a X 1 1 - 3 / " Qr ��.. �ry,, FOR ALL S WPM 1UER$ sweramonswar Pt i t66b7 SE1, 2 6 2008 PRCIDUCT REMS60 ENS B lbP1w1tA► BAJ• • • •••4 •• • • •••4 •• • • • IT" • • •• • • • • • • • • T• • • • ••• 4•• • • • • • • 1 • • 2-1/2 etiN. • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • 1/e 1031 KWIK CON 1-3/4' 1111. 234220 IMO *SURF 2 PER CLIP (1 ON EACH *INC) MARCO CUP • • • • It _ . SMS • • 2 PER MOLE 1-3/e O.C. MIN. FOR r TUBE •••• 2-w 02. MIN. • • FOR ALL OTHER TUBES •••• $ SCRIMS PER ANGLE • • • • • • • • • 11131 KM CON 1-3/e MK ELM CM WORRY 2 PER OLP (1 ON EN *10) ANCHORS TYPE 'Mr 1/0 kW KEN 001 2 1-3/e Ink WED INR) 144302410 1 PER ANGLE 222xir /DA 2-1/2" SOL ALE CUPS TO PET SWIG 0110 MC mums- TOMS VAT SE NB OR RAT IWO. CLIPS OR MOLES CONNECTED MOW TO 11X5014,4 TO BE PRERECTED MTN 1411611.1-40021111:4F COMM, SUCH AS snumatotts PANT 011 WARS141111TE 110141=1.02 WARR. ve WTI KM CON 11 1/0 KR WM CON 11 1-3/e COL ECM IMO MORI 4 PER CUP (2 01 EACH WINO 1-3/4 SOL CUSCO 5470 MASONRY^ 2 PER AWE ANCHORS 111 'me FLOATINO 54, 1-3/4' 0.2. MK 2 POI ANGLE 114 SUS fOR 11.11E o AL 2-3ir ox s ORIM 41 CORMS PER WM ?1141D44CM":51312 2 It 2Arade • •••I • •••• 11111•r • • • ••• I•• • METAL STRUCTURES (S11F1. OR ALUM. 1/8' MIN. THIC*) STEEL Cy . 38 1S M9L UM : 6083 -18 MPL • • • • • • • • • • • • • •• •• • • •• 1•• • •• • • • • •••• • • • • • • • • •• •••• • • • • • • . ItIORS IYPE '92' • • • •••• • •• • 14 • ; • • • man ••••• •••• • • • • •••• SNOW 10 1 0 0 L � I D19TA1(A7 mut APT 00 ASSEMBLY 114ER�� 1/1 MIS (1 ON EACH 11110) ROAMS CUP #10 P.R. 8d1.8. 2/ SIDE 1/8' /MX MOTH TO P11 014u0 IRO MULLXX9 ACCESS NOM 4 14 MS 2 AN= 1 -3/4 0.0. M6. 1 X3 1 14 SIG 02 1/4' Ten /2' 04. MIN. 1-3/4' X 2' X 1/8' (FOR 23Y 3/4' X 2' X 1/V m L9 m CUT 10 FIT 21600 agog tUOE ANCHOR DETAIL #1 Mt01a. TO MEM. USE CHARTS FOR ANCHOR 11PE 134' TO YOtlFY CAPAC 1Y OF 00280T I SEE SHEET 4 OF 7 FOR No= iSW1TT METAL (2126. OR ALUM. 1/9' MOL 1 87E6i : 51 0063 -18 Mgt. 4I4 SUS OR 1/1 7689 s (z 01t E•QI 1110) 5I1120 FULC.5. s7 f14 2218 OR MOLE 1/4, TEI4t FLO/It@t0 CLIP AL I��I : _2XX 2 X 2 PER #14 2215 1-3/4' FR 3 1182 2-3/4' OC. Kt FOR ALL OTHER 11228 9 SCRIMS PER A401.8 PRODUCT REWARD se somplytog 05501115501 BUILDING CODE COMpLw(cE OmcE (BCtA) I"RODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M, WImIow and Door t J1 N. W.12� Ave Pom B Florida, 33609 Scow This NOA is being ism under the applicable rules and regulations governing tle use of constniction mateiials. The docunntation sulnuiticd has been reviewed by -Dade County Product Ccn>trol Division and accepled by the Board of Rules and Appeal (BORA) to be used in Alami Dade County and other arras wbere allowed by the Amy Having Juosdicuon (AH]). This NOA shall not be valid after the expiration date stated below. The Dade County Product Cunttrol Division (in Miami Dade County) and/or the AIIJ (in areas other than Miami Dade Canty) reserve the right to have this product or material tested for quality assurance purposes. If tbis product or serial fads to perform m the aid n nner, the inanufactwer will incur the expese of such testing and the AflJ may knmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke tbis acceptance, if -Dade County Product Control Division that thispmduct or Iriaterial r . This s Florida Bullding code, DEScRWTION: Series 6O4 "Single Hung Momiaum Window ( rdnforeed) �.1 ,a APPROVAL DOCUMENT: Drawing No. W06.34 -- tIi d "series 603 Al sheets 1 through 7 of 7, prepared by manuf�ctwer, Dr. Hume u 'it iii :h , , 111 nequirenncnts of the applicable , is approved as described herein, and has been designnd to coI 1y uding the Iligh Velocity Hurricane Zone. 1,6I _. r hung W D' W.(LM1) ", ;vised on Nov. 22, 2006, signn�d and Miami.Dade County Product Control Renewal stag with the Notice of Ace number and expiration date by the Miami -Dade Canty Product Control Division. MISSILE IMPACT RATING: Large and SmaD Misslle Inroet Resistant L Each unit shall bear a permanent label with the s name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted ins. RENEWAL of this NOA shall be consldered after a renewal applicatia has been wed and there has been no change m the applicable building code negatively affecting the perfan nnce of this product. TVATION of this NOA will occur after the expiration date or if there has been a revision or change in the nmteriais, use, and/or reanufactwe of the product or process. Misuse of tbis NOA as an endorsenient of any product, for sales, advertising or any other purposes shall artoi natically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fi1owed by the expiration date may be displayed in advertising literature. R any portion of the NOA is displayed, then it shall be done in its entirety. INSPFCf ION: A copy of this eutire NOA shall be provided to the user by the manufacturer or its distributors and shall be availa* fjoJi atthg; jopsite at the request of the Btrlding Official. This NOA renew$ NOA # ( 61d3)t((11-V703.01) consists of this page 1 and evidence pageE -1, as well as approval : : ' . The s ubmitted docnimen vas ivievved by Ishaq L chnndn, P.E. . ... ... • . • .. • .. . . • .. .. • . • ..... .. . .. • ..... .. •. .... ... . . .... ....... • • . ... • . • • • .... . • . • ..... . ... • ...... • .... .... • . • .... . MIAMI` JADEcouNtY, FLORIDA METRO DADS FLAOILER, BU1DINO 140 WEST )LLGLZRSTRZ ' IT 1603 MIAMI,1ri.OR1DA 33130 -1563 (305) 395 -2901 FAX (365) 375- T. M. Window and poor ice• $ r r�t C ‘n: olOitli511 E: A. DRAWINGS (Transferred from file # 06-0614.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06-34., titled "series 605 Aluminum Single Hung' W.(1141) ", sheets 1 through 7 of 7, prepared by manufacturer, dated 04 -24-06 and last revised on Nov. 22, 2006, signed and sealed by Dr. Him youn Famoq, P.E. B. TESTS (Transferred from file # 06-0614.04) 1. Test refart on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, TAS 201 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Sire Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. 1 -3975 dated 10- 22-03, Fit- 3755 dated 03 -24-03 and FfL -4514 dated 01- 25-05, all signed and sealed. by Largaespada, P.E. 2. Additional test reports with installation diagram of an aluminum Single Hung window, prepared by Certified Testing Laboratories, Test Report No. C,fLA -416W dated 04-11- 02, signed and sealed by Ramesh Patel, P.E. (This report has been revised per addendum letter January 22, 2002, issued by Certified Testing Laboratories, signed and sailed by Ramesh Patel, P.E. ) C. CALCULATIONS (Transferred from file # 06-1614.04) 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2004, prepared by AL-Farovq Corporation, dated 06 -06-06 and revised. on 11-22-06, signed and sealed by Dr. Humayoun Farooq, P.E 2. aazi Gl � g t� Compliess cwt with ASTIR E1300 -98 & -02 D. QUALITY ASSURANCE L 1Vfiacni Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 034827.08 issued to Solutia for "Saflex IRO interlayef, expiring on 05/21/2011. 2. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding, LLC for "SAF- GLAS", expiring on 12/16/2007. 3. Notice of Acceptance No. 031117.05, issued to Surface Specialties Inc. for "Uvekol", expiring on 02108/2009. F. STATEMENTS (Transferred from file # 06-0614.04) 1. Statement Letts of Compliance and "no financial interest", dated 05/09/06 and 05/31/06 respectively, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test �. ....... • .. • OTHER 1. • •. . .... • . o6 0614.04. 0703.0 on July 05 2007. > G. • •• • • • •. • • • • •• • • • • • •..• • • • • • • . . . . . • • •. . • • • • . • • • • • • • E -1 L Maude, P.L. Proilt0 Control Examiner NAB No 07- 0402.04 Expiration D July 05, 2012 Approval Date: August 02, 2007 • • • • • • •• • • drawing He. W08 -34 aheei t01 7 • • • • •••• • • •••• • •• • • • • • • • • • • • • • •• • •• •• • • • • • • • • • • • •••• • • • • • • •• •••• • • • • •• •• • •• • • • • • • • • THESE WINDOWS ARE WED FOR LARGE MLSSLE BOWL SHUTTERS ARE NOT REMAINED. .v..k 1i J1i _. _ _ _ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLES TO SINGLE UNITS OR 8105 BY SIDE TIONS OF S.H. /S.H. OR SINGLE HUNG W1TH OTHER WI NOW TYPES DN MODULES OF TWQ OR MORE WINDOWS USIND M1AIO -DADE COUNTY APPROVED MULLIONS IN BE4W5EH. LOWER DESIGN P SURE FROM WINDOWS OR MULLION APPROVAL WEL APPLY TO ENTIRE SYSTEM'. THE PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY won TH5 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 ONION INCLUDING HER VELOCITY HURR 115 ZONE ONHZ). WOOD SLICES Ed OTHERS. MUST 05 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL SE AS LISTED, SPACED AS SHOWN ON 0505.5, mows DEEDIEDIT 10 we 11ATENAL SI4ML EE BEYOND WALL DIMMING OR STUCCO. ANCHORING OR LOADING CONDD'ION S NOT SHORN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A we DURATION INCREASE ON AUALWARE STRESS I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. W1EMILS INCURAMI ENT NOT TAMED TO : ?z .i• THAT CMS WO OF 2004 CE F M O ER DISSIMILAR DODE SEMEN , ry R5O� S 59 1/8° 53 1/8° DAMA4 INIMINLICFROIVMSO brelw kiihriageit D.L.O. WIDTH ORED) w WINDOW Ming - 4.876 D.LO. WIDTH (VENT) • WIN= WIDTH - 5.375 D.LO. HEIGHT m WINDOW HEIGHT/2 - 4.B Inn DR.�YAR730 CALL 114011 x a 2406 EQUAL LJES (WIT DESIGN CAPACITY 70 ±81.0 PSF MAX.) LAMINATED GLASS LARGE MISSILE IMPACT • ••• • ••• • • • ••• • •• • ••• • •• • • • ••• 01151161 LOW COMM - PSF . GLASS • Y _. afan =HEM EIEEEI@7 IMO EM rriirmi 70.0 61.0 61.0 60.0 E EINEM 70.0 12j lCIIIIBMI I mirnEr FLI ®ESA'! silo EII � ,�' 7-'11 � t I EO mE EMI= I ' im-a iLT,l 81.0 61.0 604 Ern 60.0• MI ELF" 634 61.0 80.0 En E=11:111:=1EMICZNEEMI MEM En h 1E72CE1 =NM FM =NM 1147141ZIFir: 4473 EMMEN 111:31111171 11:1111=11 EMI EMI E = EINEM I CEI KU VI MI MI I= COI EMI TM EMI= MIMI 'oEECR RilRT7lE3INEM E CM 1183 71146 Eli MICE. "MEII 411110EI QUALM MUM 884 EMI WM II= &MIMI Ea 111111 111:111 WEI £ rE EM70.6831J127 Ell Tao =ll7ClaEIM 1111111ssocmE11711a1112■ CIA En Limn LEN L 1 11=11111133 Ell 10:11 EEO CM MI =UM EIMI Cal E m EDI 1111.111111:1111111211111:111111123=31 MIN= 11211111=1 E Et'T10EE 01 cm ram Ern 121111:71111E311111111=1111101 6a6 EMI IIMICE11 NMI EMI lIZEICEI CM Et I CM MI C►J iaa 11211113E11=111E1113 E E 704 imucarn 88.0 gal IMNIC111 700 IE211111113 CI EIEJ�E I(IWCl NM • E 704 704 lEI Men n Cry IIM1107� 61.6 ESE [1111 uEu.lEMI Eli Eli CME IrlMOM E IMIr'�l 67.5 E�1119MU � EMEE MEZ1E IIIE OM EI3 III E E Ei*1mICElE3 31E EtI CM E 111=1 C 804 LED 112111=11E231113:11 01A IIMI EI Eiai�E 6S.0 ME J 500 EM EiEiE�EM NMI E ElEns EM EEl•!EE!loMUM EEIr® I mica 70.0 IEEE ENE7EEI E ICIIII lE E3&lEfI oEE30•3 81 ESDOSE: 111311111:111 o EEIII EMCEE MINI= AOEE3111EEI•tE7:111111111111211 WM= 0199. went HOW 78 -3 /4' (8) 80.0 800 804 800 60.0 60.0 604 80.0 80.0 715.0 718.0 115.0 115.0 118.0 dwwin9 fro. WO6 -- 34 16' 26 -1/2' 37" 53 - 191/6' 26-1/6' 37' 83 -1/9' 24' 30' 36' 42 48' 54 24' 36' 42' 48' 64' 84 42' 48' 6P 24' 30' 36' 42' ) No, 01F 0148047E No. eF mamas fER GUM CAPACITIES ON MS CHART ARE BASED ON AWN 51300 -08 {60 SEC. ONO) 53 -1/8' 78 -1/6' 20 -1/2' 53 -1/8' (3) 16 -1/8' 28 -1/2' to.tve r (4) 53 -1/8' 39 - 1/8 • 88.5/8' 93 -1/8' (3) 19 -1/6' 28 -1/2' 'ate -1J8 ' 19-1/8' 20-1/2' 37' e3 -1/8' 18 -1/8" 26 -V2' 7/4° 37' (6) B3 -1/8' 94' 36' 3e' 42' 46' 54' 9" 7°4 IR 61 61 Mil M.3 70.0 610 614 E.�,7E2E�E eo.0 11137[E7Ea1112:11 0 81.0 614 614 81.0 61.0 60.0 80.0 60.0 bas 700 993 704 893 700 80.3 704 983 70.0 894 70.0 994 70.0 994 603 99.3 86.3 993 993 603 09.3 99.3 99.3 70.0 70.0 70.0 704 704 70.0 76.0 70.0 70.0 70.0 70.0 70.0 70.4 704 70.0 70.0 70.0 704 70.0 700 70.0 70.0 704 Mel 70.0 993 99.3 993 99.3 803 093 70.0 70.0 70,0 70.0 70.0 70.0 963 70.0 704 70.0 70.0 70.0 70.0 70.0 70.0 764 70.0 70.0 70.0 70.0 10.0 704 61.0 61.0 81.0 61.0 61.3 11119112111 E 61.0 810 010 644 61.0 81.0 614 61.0 61.0 610 61.0 i�E�E�IE 814 674 614 61.0 614 61.0 610 61.0 EMI :EIOEDIE21E223 61.0 61.0 67.0 674 814 61.0 61.0 614 814 81.0 61.0 01.0 61.0 61.0 61.0 61.0 610 61.0 81.0 61.0 614 61.0 614 610 614 610 51.0 61.0 67.0 614 61.0 67-0 N 911.37410 N M3 70.0 1103 700 89.3 70.0 - 70.0 M3 704 Ell Eus�l� E CIIE E3 1111:1111111121111311011MICEI 604 M 893 700 8 1 4 61,0 EIERICIII EEIr ®EEIE111131EIEEI• 61.0 61.0 61.0 61,0 81.0 81.0 810 61.0 e0* 60.0 60.0 60.0 604 80.0 10.0 00.0 60.0 004 60.0 1184 715.6 1100 1164 118.0 1100 116.0 118.0 1164 1160 118.0 116.0 1104 1164 1104 116.0 115.0 116.6 115.0 113.0 116.0 115.0 116.0 116.0 9774006 9190. 1A09'398 9187N 07100 18 -7/8 2 24' sr 30' 46' 40' (3) 0) 72' (1) (4) 36° 42' 46' 54" or 60 7 46' (e) 46' 54' 21860074 6060 072*0096 PS? 51.188 rrPeB 014907998' D' O`B' - 814 814 804 804 60.0 80.0 80.0 60,0 () 070. 64 FAWN= 110009161KP. OF MOM 381 MR D1958 CAPACITIES ON INS CHART Ate f 074 ASV E1390 -06 O�WIN RUNS FOR FLEXIBLE TO XI 9 Sit 2403.2 OF 760 2004 MON. 113.0 115.0 110.0 115.0 110.0 113.0 11 11114 Os 416* 100.0 811818118831 RA. 76.s 1 60 w igw . wnkh a PRONIOCTINININEN N iM` So Matta � A MOP e ll • • • •••• ••.• • • • •• • • • • • • •• • • • • =. • •• • • •••• ••• ..n •••• • ••• TYPICAL ANCHORS SEE assn aR SOCKS , See ELEV. FOR WANG tie TAPODNS BY 'RL.CKY tNTO 21BY WOOD BUCKS OR WOOD STRUCTURES -3 /B" MLM. PENETRATION INTO WOOD BY BUMS INTO CONC. OR wid 1 -1 /4 -. r INTO CONC. pit DIRECTLY INTO CONC. OR MASONRY $tn,r1 /4" MIN. EMFJFD INTO CONC. OR MASONRY AILIKAILIOLLIMILIALIMIS INTO METAL STRUCTURES STEEL : 12 OA. M04. (Try • 36 KSI MIN.) ALUMINUM : 1/8 M. MIN. (8083-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED, 0 `412.11.E.SOLIALMIS TO DADE £CUNTY APPROVED MULLIONS (MIN. THK. +" .090') (NO SHIM SPACE) T12I1 . mrx OisT3 IRE WO CONCRETE AND MASONRY @ 2" MIN. INTO WOOD STRUCTURE . 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. St F ISM NOT SY TM WINDOWS SING SYSTEM 2 2A 5 8 a 7 8 4 11 12 13 14 15 1SA 18 17 18 18 20 21 22 25 27 28 30 PAST I 014 -28783 08 -37731 SA -3608 OW -31445 DT0 -36708 OW-39888 25.37730 278 -37584 CO -31134 2Y - 31470 19-68 178 8 1/2' 4037 2240 L11 - 1159 N82 110-053 110 -164 2 1 4 (f) 91 (1) STOP (er) snap 2 aflon 2/YFM 2/VE1cr 2/0242 2/82!41 4 8 0 4 4 1 2 2 PRAME HEAD PILAU£ sat (4' WON WAVE SILL (3' 0854) FOX MEETIN0 RAE 1@N' TOP AN BENT 8637010 R00I (4' 521.) star 863821 RAIL (3` 58L) VBN' 58.2 STIL8 v04r STOP 21.41021 8200 MOLE cone 8800 O1A21NW ANGLE SCREWS P11 SEAL N922108191RIP FIN SEAL 85xATN P 1 9/217/8'x3/4' NNWAL PAD 1A/Cif LOCK 2P2230 0.60020 EMS LOCK VIM 5272E UNWELL SPIRAL WO= WPM 608211 ISALC U 8010216E CLIP 410 x 1' P.N. SYS 28 x 3/4' P.N. 9105. 10x PM. WS. 121 3/1083/4x1/8" CHANNEL 7x1/4 7100.x4' LONG 8421 1/241e/211/6' 630122481. FO0 TRW 1964 AVE* ROM FOR KM F40 TR81 FM 6<LI. imam taw. 6063.18 - 6083 -70 - 8083 -16 - X16 - 8563 -10 - 6883 -78 - 6053-78 6563 -10 8089 -18 8003 45 8023 - 10 8003 -TO 0061 -T5 NYLON #12 x 3/4' PA 906 5114 412 x f P.N. 519 STALL 51221 STEEL ALUAL 87214 8083 - T8 6303 -10 P4 SW 1 8 .NAA,/f6008 941, VENT TOP 1 /214) sinner FRAME SAL 1 82717 102 VENT 8QPl044 812 8241 Dar. cams it FRAME 00•025 11EAD/JIOA94 %Or 8677. comas (1) AT EACH BALANCE ovai2 2023233 VENT COMERS (2) AT 4V21 MIN AT 8*. PLASTIC CUBE AT 8242 TOP 11)17 00. 415. 0b6. 2161 AT 10557405 ISLE 6663 -76 • ••• • ••• • • • •• • • • ••• • • • ••• •••• BUILDING CODE COMPLIANCE OFFICIO (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE ( T. M. Windows & Door, LLC 601 N. W. 12 Ave., Pompano Beach, Fl. 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ARJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this prods or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. as described herein, and has been g High Velocity Hurricane Zone of the Florida Building Code. ESCRIPTION: Series "230 " Outswing Aluminum Door w / wo ddeites APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Out through 6 of 6, prepared by Al- Farooq Corporation, dated 08-28-02 sealed by Dr. Humayo • 6' ►f .rte 5! This w/sklelites. ", sheets 1 revised on Apr 24,2008, signed and Lunn - s ade County Product Control Renewal stamp with the number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact ant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings. LABELING: Each unit shall bear a permanent label with the tuamrfacturees name or logo, city, state and following statement: "Miami-Dade County Product Control Approval ", untcss 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 arty 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 mintier preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If ana 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 availatie tqr.inipictiqn at tie jgt;site at the request of the Building Official. This NOA revise!! & ren Pb+ HIA# #2 and consists of this page 1 & evidence page E -1 & E-2, as well as approval dccumlat nde eta : • The submitted dottimenttion was r+ i ewea lly Isbaq L Chanda, P. E. • ••• • • • • • • • APPROVED ••• ••• • • • • • • • •• •• • • • • • ▪ • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • 0 • • • • ••• • • • • • • • • • • • ••• • •••••• • • •• •• ••• • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUn DI NO 140 WEST PLAGLER STRUT, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2408 wwwbuildingcodeonlinec:om comply with the Florida Building Code, NOA No 06- 0327.02 E plratlon Date: December 26, 2012 Approval Date: July 17, 2008 Page 1 T. M. Windows & Door. LLC NO TICE OF AC PTANCE;_ ENCE NIITLED A. DRAWINGS (Transferred from file # 02- 1016.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77., titled "230 Alum Outssving Door w/ sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28-02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E. B: TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum outswing door, Prepared by Fenestration Testing Laboratory, Inc., Test Report No. FPL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Rntry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked-up drawings and installation diagrn of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29 /02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL-2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & smiled by Akio P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. G ling complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Bufiding Code Compliance Office (BCCO). •• ••• • • • • • •. • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• • •• • • • • • ••• • • E -1 i54s L�w•� - • I. Clouds, E. L Ganda, P. E. Product Control Examiner NOA No 06- 0327.03 Expiration Date: December 26, 2012 Approval Date; July 17, 2008 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06 -0216.06 issued to Solutia Inc. for "Saflex 11IC interlayer", expiring on 03/04/09. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for "SAF -GLAS, polycarbonate laminate ", expiring on 12/16/12. F. STATEMENTS 1. Letter of conformance and "No financial interest, dated 03 -08 -2008 signed & sealed by Dr. Huznayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. G. OTHER 1. This NOA rev & renews NOA # 02- 1016.09, expired December 26, 2007. 2. Test proposal # 074698 dated Nov 08, 2007, issued by BCCO. .. ... • • • • • •. . . . . • • . 1 .. ... .. • • • .. • ... ... . • • • • • • • 1 • • • • • • • ... • • .. • .. • .... . 0 . 0 .. • • . • • . . . 1 • • ... • • • • .. . • • • • • • • • • • • • • ... • . • • .. .. • • • .. .. 0 .. • • • 0 .. • . E -2 Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 06-0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, MAME mom 3' 11' 3' e' 13' lux. o e ' -- r i I ! i �� II ii - = = = =q t„-- ___ 3 II, /. H ii ii II -- T 11 •• • • • • • II • • • it • , •, • • • •• • • 0,1 • • Il• i • • • • •n • • I• it 1 ; 1 11 11 1 It l3 // If / Q =X:::::4 \ ` III \it IN..44FIVE II\ II \ „p \ 1 1 - ',, __ =1G= / lf N4 0, II // iv s A li 1 I I( 33 Wi' . I ) 33 3pi • - 1 1/41 '' ► 1 / 3 ' . I 34 1/1• D.L. deD .,ri, ^:t•• 37 8/8' PANEL WIDTH - 71 8/S °� I 1 1/4° 37 8/8' • • • • • • • • URTO= APPLE) FARE 1A Y ... • • • . • • • f t A y NCHORS A3 MI'0. sms ems it= MR WOOD TIONS 149 3/8' 7 (2) RIM FOR CO NC. INSTALLA y S -221 ALUM ptr- SWIN DOOR W OOORS/SIDELITES GLAZED WITH IA20NATED suss RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. WAS PRODUCT HAS SEEN DOWNED AND TESTED TO COMPLY WITH THE REOUIRDIENTS (F THE fLCRIDA MONO CODE 2004/2007 MOM INCLUDING MGH MOM HORRICANE ZONE (NyIIZy. WOOD Wi MUOT S ANCHORED PROPERLY TO TRANSFER LOADS 70 THE ANCHORS SHALL SE AS USED. SPACED AS SHOWN ON DETAILS. ANCHORS EM033M IT TO EASE MAIEAK *WU BE BEYOND WALL DRESSING OR STUCCO. A 1OR r A NS NOT SHOWN IN 1MESE DETAILS A LOAD OURADON INCREASE 24 ALOWAE1E STRESS £ USED !1 DESIGN OF ANCHORS NM WOOD ONLY. WTERMLS DICWONG BUT NOT L911TED TO STEDAETAA. THAT Cuff &R0 CONTACT RIM OTHER ONSINUAR MAIER= SLOG. "a 7HE RECUREININTS OF ( O XXO ) ANCHOR AT Mb. SALE ENDS (4) MIL FOR 24005 sermusnass (2) RED. FOR MSC IN:MIIAIDNS SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACff)ES. TIFIZIRMIVINEr outguns PIA. PE /LAW CAN. AN . A 4 EiJU8 (xx ) .i�19 02 )Z LAMINATED GLASS LARGE MISSILE IMPACT Iii LOAD OAP9011ES - P9F FOR 91 S SHOWN MOW OR SMALLER GLASS TYPE A' GLOWS TYPE '8' Da. + ONT. -) EXT. ( +) 0 TT ( -) DOORS W/O Cr 904 90.0 ••i •• • ••11•• • • •••• • • UlItT + LOADS AS FOLLOWS • 1-8/8 THRESHOLD • +93S I • • • 2 -8/8' THRESHOLD - +8CSITSP • • •••11 • • 3-1/2° PINSHMIP - +80.O F • • • • •••4 • • • • •• • • • • • • • •• •• • • • • • •• • • • • •••• • •MOTE: •••• GLASS CAPACPl1ES ON THIS SHEET ARE BASED (AMA E1 SEC. GUM .AND FLOM& aiIILDING DECLARAOORY STAUXENT DCA08 -)}EC -219 37 7/11' 78 i/4 um ((XO (ox 71 8/1' MAX. 1 t0 T/7' 11AL (0)(0) 149 3/S' MAI4. (XOX) SEDATE T » . OE site t1FAt moo mar squ al , Kamm „claw 3/11 HEAT 9IR0YD MASS 0.4` °MAU. LAM. OIAS$ suslinN . 0.460 CV9I90. LAM, GLASS GLASS TYPE '. (0004 1 3/18' Hat 9190 `0 ems 3 /t8' ANNA= OLA49 .try max 90 itEEPSMt wowed .081 SAP -OL S POI 499091001 POLYCARDONME LAMINATE 3/11' HEAT DREAM DAN 3/11" l 964990 9149 SILICON DUCONE IRMO TREMMA)2E MO TREIECO 1103(0tA2E SOO GE R0S7700 OE R037790 04115* OVIOVLL 69* SI S8 01.008 IltPX (0009 LEW) LAZING UPTI NS EDODUCERENEWED tillMetrith Ilw Mork% • ••• • • ••• i • • • • •••4 • ••4 • • • •••i • • •••1 • • • • TYPOS. *CFOS SEE ELEV. FOR Snots ,8Y OR ZEN WOOD MONS g TYPICAL Ai= SEE ELEV. FOR •• •• • • •• SEE atilt= 3 /8 X alb' 2 NAB Mr OR ffir WOOD EOM POA LOADS ABOVE +93.3 PSF OS AT 12 O.C. SEE CIS MC& ANCHORS SCE ELEV. FOR AWN WOOD WOKS AND METAL STRUCTURES NOT ST SE WINDOWS MUST SUPPORT LOADS IMPOSED BY CLA2R4O SYSTEM AND TRANSFER THEM TO THE 81ALDING STRUCTURE T7fg11CA)i ANCHORS; BEE ELEV. FOR SPACING lajustact eY aco INTO WOOD sTtruRE 1-3/4" MIN. PENETROON INTO WOD THM) 18Y OR 28Y WOOD BUCKS DITO MASONRY OR CONC. 1 -1/4° MIN. EMBED ONTO MASONRY FOR CONC. DIRECTLY INTO CONCRETE OR MASONRY 4 -1/4` M01. EMBED INTO CONCRETE OR MASONRY 1/$' SELF 0011M (OFLARE 8 CRE4T! INTO METAL STRUCTURES STEEL • 12 CA. MIN. (Fy . 30 100 MIN.) ALUMINU)1 • 1/8" Tf1K. MIN. (8083 -TO MIN.) (STEEL IN CONTACT WITH AAIMINUM TO BE PLATED OR PAtN,ED) Iraq. EWE OISTAM INTO CONCRETE MO MASONRY . 2 -1/2 MIN. OM METAL SlItucTuRE - 3/4° MIN. MOM. ANCHORS SEE azi. FOR A0110 3/8" X JJ8' T _ WM9 FROM cm, EMS ALT. 3 ROSS OS SUS ATt12"0.0. LOAN 418.0 PV TYPICAL ANA SSE ME V. FOR SWING MODEM RENEWED as SEAM • • • • •••4 •• • • •••, •• ••1 • 4 • •1 • • • • •• • • TM-0311 • • • • •••• 14174 • • -1 WEATHER -MP ADAPTER OW -31626 MASS STOP Ott -31866 DOOR TOP & BOTTOM RAIL meet /w ■ 1/2 F+t. t2 JT saa. 1/4• 1NREAA® ROD, ttust0R • N1 010 ■ 1" P.R. 00S (ABBY. MVO &IL wpm (t` x 1 x 1/1'6• TtAt£) BBL mom (t/2" K 1• x 1 /te• TWO AL4RA •• • • LBO •• •••• Q SN AE PIM Li WM 0000 • . • • •••• • •• •••. •• • • • • • • .• • 1111 • • • • • • • • • • •••s•• •• • •• •• • • • • • ••••• • •• • . 00100 •• • •••• • • • • • • • • •• •••• •••10• • • • • •••• • • • •••• • •• • • • • • •••1•• •••• • • • • •••• MUM; FRAME CORNERS AND CRAZING BEAD TO PANEL SEALED WLTH WHTE COLDREO SEALANT. SEAMS BEIMEN MULLION AND JAMBS StLLED WRTN SIuco E. .= STANDARD STEEL THRCIW epos LOOX, KEY DPE*ATED ON EXTERIOR AND THUMB TURN ON INTEIROR Al EACH ACTIVE LEAF LOCK STILE, 61OT1DM REY EXTERIOR AND Tl8JM8 TURN ON INI�E OPERATED ON AT EACH ACME LEAF LOOK STh.Ee 38 -1/2 FROM 8OTTOM LANNUAU.Y OPERATED OO NOEALED FLCsi4 ALTS AT TOP & BOTTOM OF EACH LEAF LOCK STUE (4) AT DOUBLEQOQ 00095. (2) AT SINOME(X) DOoRS N0L LOCK SYS1VI WITH LEMER MA NX.E LOCATED AT 34-1/2" F ON 00 MCx ACTIVE " LEAF LOCK EK A5 STILE METALLIC STRIKE PLATE AT 34 -9/$" FROM BOT1OM OF MIACTNE LEAF LOCK STILE FASTENED MN (3) #10 X 9/2" FH 8MS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP Et SOTTO OF INACTIVE LEAF LOCX IMLE OPERATORS AT ( 8- 32 X 11 FROM FASTENED MTN (2) K KAM of AWE NM Ka* LEAN TO OE MOM= OUROIG PERKO OF *MOW WO*1040 IME T0. SS) SIDEL.ITE CORNER 1-8/8" LCXNO ALUM 8811 HIH8E9, AT 11' FROM EAaoH MD IIMILLEAESMIES AND ONE AT M1D$PAN or LEAF. MME 9A� —CjRK$ MMAM BUILDING CODE COMPLIANCE coma (BCCO) PRODUCT CONTROL DIVISION COUNTY NOTICE OF ACCEPTANCE;(NOA) now e , T.M.'dow, LLC 601 NW I2` Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of won mates. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Carnal Division (In Miami-Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance per. If this product or m uerria1 fails to perform in the accepted manner, the manufacturcer will incur the expense of such testing and the AID' may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. o1n�. BORA reserves the right to revoke this acceptance, if it is determined bye M an dDade County Product Control 'j _. A � 1 ?' 11 ; [ ,; 1 1 ,11 • or fails to meet the requirements of the applicable .411.1' a1 1 ,.�� G1 x. k1•I1 1 product is approved as do scribed herein, and has been Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 805 Aluminum Horizontal Rolling Window - APPROVAL DOCUMENT: Drawing No. W08 -81, titled f, .M.L)", sheets 1 through 7 of 7, dated 09/19/08 Alum. Horizontal Rolling Wdw. revision "B" dated 02/10/10, prepared by y Javad Ahmed, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance e n umber and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LJMFrATIONS: Clam Type `E":The Maxim= Design Pressure Ratingof +790psffrMetallic Swecp Latches. LABELING: Each unit shall bear a permanent label with the manufacturefs name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL adds NOA shall be considered after a renewal application has been filed and there has been no cue in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date ar 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 fbr termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising lam. If any portion ,of the NOA is displayed, then it shall be done in its entirety. INST'ECTION :A'oNoftlis Agri ! OA'Ihall be provided to the user by the manufacturer or its distributors and skill be 1 i ','{ 1 :on at the job site at the request of the Building Official. This NOA revisNNOA•Not 09- 0105.01 consists of this page 1 and evidence pages 8-1, Er-2 andFr3, as well as approval document mentioned above. The submittal deafentati ar was eviawed by del®e D. Gascon, P. E. • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • s.PPROVED ••. • • • • • • • • • •• • • •• • • • • • • ••• • • • • • • • • • • • • •• • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLiRL BAG 140 wen }LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.4563 (305) 375 -29W FAX (305) 372 -6339 Florida Building T. M. Window. LLC • • •• •. • • • NO A. DRAWINGS 1. Manger's die drawings and sections. 2. Drawing No W08-81, Sheets I through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by A1- Farooq Corporation, signed and sealed by laved Ahmad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Ioadingper FBC TAS 202-94 2) Large Missile Impact Tat per FBC, TAS 201 -94 3) Cyclic Wind Preece Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with masked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Ting Laboratory, Inc., Test Report No. FPL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P. E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Image Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window, pfd by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22108, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous IVOA No. 09- 0105.04 3. Test reports on: 1) Uniform Static Air Proem Test, Loading per FBC TAS 202 =94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic W dPressureLoading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed & sealed by Michel R. Wenzel, P. E. (Submitted underprevfous NOA No. 09- 91O5:e2) 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window (X0), prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P. E. xis No. 04-0120.01) • • • • •• ••• •• • • • •• • • •• ••• • • • • • • • • • • ••• • • • • • 000 • • • • • 0 • • • • • • • E -1 Jaime D. Gaston, E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Data: May 13, 2014 Approval Date: March 17, 2010 T. M. Window. LLC NOTICA OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance leer for Test Report No. F fL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0145.02) 5. Laboratory compliance letter for Test Report No FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted wider previousNOA.No. 994105.02) Laboratory compliance lei for Test Report No.'s FM-3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmunds) Largaespada, P. E. (Submitted under previous NOA No 04- 4120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0105.02, issued to T. M Window & Door, LLC. for their Series `805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement — L.M.L, approved on 03/04/09 and expiring on 05/13/14. • • • • . • • •. • • • • • • • • •• •• • • • • • •• ••• ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •. • • • • • • • • • • • • •• .• • • • •• •• • • • • • 0 •• • • E -3 datum D. Gascou, E. Chief,, eruct Control Dfvfsion NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 • ••4 • ••I • 4 • ••4 •4 • •4 • ••4 • ••4 • 4 • •• % /' • • • v3/18" ANN. CMG 090' INTERUYER � SAMA LAG BY SOLURA ••• ••• • ••• 7/18:u. f�PE l y .. • ...• • • •• • •••• • • • • • • 3/16 FEAT SiREIPD GLASS •••• • • • 120' INTERLAYER • • • • .120' L)YiSURFACE SPECIALTIES Wt0' •• • •• • • • • • 3/16° HEA1•S AMASS 1 1/2' ENERALL GLASS TYPE 'C' • SILICONE OE ROS77120 000 CORNNO 985 1 3/10 HEAT MIND WASS .090' INTEMAYER SENTRYGLAS PLUS BY DUPONT 7/16' OVERALL GLASS TYPE '8' GT OPTIONS SERIES TOO ALVJMINUM HORIZONTAIr RT,J.TNG WEN!, 0051(AN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. 1/2" OVERALL GLASS TYPE • D' APPROVAL APPLIES TO SINGLE UNITS OR SIDE DY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -DARE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED muLUONS IN BETWEEN. LOWER DE51GN PRESSURE FROM WINDOWS OR MULLION APPROVAL FALL APPLY TO ENTIRE SYSTEM, 3/16` NEAT STREN'0 GLASS SILICONE GE 11057700 DOW Won 995 3/15" ANN. GLASS .120' INTERLA7ER UVEKOL -UQ RESIN SY 'S FACE SPEON.Tff5 3/18" INN. GUMS /e' TEMP. GLASS 1/4" Apt SPACE 1— t/8' ANN. GLASS .090' INTERIAYtR SARA 00 FMB BY 'SOLUM' 1/8" ANN. GLASS SILICONE 1 SILICONE • CORNING 998 �A �� 995 a 11 /10' OVERALL Wet& 0.A58 TYPE 'E' Tt6S PRODUCT HAS BEEN DESIGNED AND TESTER TO COMPLY WRI1 THE REQUIREMENTS OF THE FLORIDA BUO:dNG CODE 2007 EDITION INCLUDOIG NCH VELOCITY HURRICANE 7tINE (HAY). WOOD SUCKS BY OTHERS. MUST DE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANA SHALL RE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE *VENAL SHALL DE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN DN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD CURAT10 1�� IS U50D IN DEMON OF ANCHORS INTO ROOD ONLY. NT NOT METED TO STEEL/NEN. SCREW. THAT COME ono CONTACT OTHER DISSIMILAR MATERWLS SHALL. MEET THE RtOurREMENPE OF 2007 FL0ROA BLDG. 000E SECTOR 2003.0.4. 74' MAX. WINDOW NTH FAUN MUNTMS (S1 DE l-0 MAY OA. 37 MT 810TH TYPiC*5 ELE 8110Th 6' NAIL. HEAD/SLL CORNERS NOTE: GLASS CAPACITIES ON 711I5 SHEET ARE BASEL) ON ASTM 01300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 TTM5E WINDOWS Artj RATED FOR LARGE & SMALL *4551LE IMPACT. SHUTTERS ARE NOT REQUIRED. RBVISID lemplypiq 188tNtA fikodds pW ".:' ' MAXIMISM DESIGN FOR 512E5 AU UIt UA MAWS LOAD RATING SHOWN AIME Ott - PSI SMALLER MASS TYPE 'A' GLASS I'P6 IF GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'B' E9iT.( +) INT.( -) EXT.(+) INT.( -) EUT.( +) INT.( -) ExT.( +) MU-) ExT.( +) 1NT.( -) 80.0 90.0 9011 130.0 90.0 90.0 88.0 98.0 78.0 70.0 1.0ADS SHOWN AEXPet FON MOM VENTS *IN Remo LOADED SWEEP L 1.009 TO 4 AL<pvOluM tueHES. • ••4 • ••I • 4 • ••4 •4 • •4 • ••4 • ••4 • 4 • •• % /' • • • v3/18" ANN. CMG 090' INTERUYER � SAMA LAG BY SOLURA ••• ••• • ••• 7/18:u. f�PE l y .. • ...• • • •• • •••• • • • • • • 3/16 FEAT SiREIPD GLASS •••• • • • 120' INTERLAYER • • • • .120' L)YiSURFACE SPECIALTIES Wt0' •• • •• • • • • • 3/16° HEA1•S AMASS 1 1/2' ENERALL GLASS TYPE 'C' • SILICONE OE ROS77120 000 CORNNO 985 1 3/10 HEAT MIND WASS .090' INTEMAYER SENTRYGLAS PLUS BY DUPONT 7/16' OVERALL GLASS TYPE '8' GT OPTIONS SERIES TOO ALVJMINUM HORIZONTAIr RT,J.TNG WEN!, 0051(AN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. 1/2" OVERALL GLASS TYPE • D' APPROVAL APPLIES TO SINGLE UNITS OR SIDE DY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -DARE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED muLUONS IN BETWEEN. LOWER DE51GN PRESSURE FROM WINDOWS OR MULLION APPROVAL FALL APPLY TO ENTIRE SYSTEM, 3/16` NEAT STREN'0 GLASS SILICONE GE 11057700 DOW Won 995 3/15" ANN. GLASS .120' INTERLA7ER UVEKOL -UQ RESIN SY 'S FACE SPEON.Tff5 3/18" INN. GUMS /e' TEMP. GLASS 1/4" Apt SPACE 1— t/8' ANN. GLASS .090' INTERIAYtR SARA 00 FMB BY 'SOLUM' 1/8" ANN. GLASS SILICONE 1 SILICONE • CORNING 998 �A �� 995 a 11 /10' OVERALL Wet& 0.A58 TYPE 'E' Tt6S PRODUCT HAS BEEN DESIGNED AND TESTER TO COMPLY WRI1 THE REQUIREMENTS OF THE FLORIDA BUO:dNG CODE 2007 EDITION INCLUDOIG NCH VELOCITY HURRICANE 7tINE (HAY). WOOD SUCKS BY OTHERS. MUST DE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANA SHALL RE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE *VENAL SHALL DE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN DN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD CURAT10 1�� IS U50D IN DEMON OF ANCHORS INTO ROOD ONLY. NT NOT METED TO STEEL/NEN. SCREW. THAT COME ono CONTACT OTHER DISSIMILAR MATERWLS SHALL. MEET THE RtOurREMENPE OF 2007 FL0ROA BLDG. 000E SECTOR 2003.0.4. 74' MAX. WINDOW NTH FAUN MUNTMS (S1 DE l-0 MAY OA. 37 MT 810TH TYPiC*5 ELE 8110Th 6' NAIL. HEAD/SLL CORNERS NOTE: GLASS CAPACITIES ON 711I5 SHEET ARE BASEL) ON ASTM 01300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 TTM5E WINDOWS Artj RATED FOR LARGE & SMALL *4551LE IMPACT. SHUTTERS ARE NOT REQUIRED. RBVISID lemplypiq 188tNtA fikodds pW ".:' ' MAXIMUM DESIGN Foli 53ZES SNOWN LOAD EATING - PDF ABOVE OR $NALLER CURS TYPE A' suss TYPE 'B' GMA0 'PM 'C' GUTS TIPS 'I SAT.( +) INT.( -) EXL( +) 1NT.( -) EXT.( +) ',NU-) EXT.( +) MU-) 60.0 90.0 90.0 1304 90.0 90.0 79.0 79.0 LOAD• 19004 ADDRE ARE FOR MDOW VENTS DM WR40 maw ALUM VI M% FOR Rep tut MEP moo LOOT Ault MAN TO *90.0 Pte' • • • • • ••• •• • • • • • • • • • • 0 L 111° AMX 99100* WIWR 10 t /4 WX. MALE ARAMS (wan A MAY •••• •• • • •••• VENT MOON 9° ltllil. Coma ADM. moot qoo, POP OISTALIATIONS PRO vow s*R{X<TuRES 0R 'MRU 6000 BUCKS X40 MASONRY FALSE IMAMS (SURF= BAY ;E M NOTE GLASS CAPACITIES ON THIS SHEET ARE RASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA WILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 ,1 r NAX. NAX. Da 0P. Cps. AAP MOO RA PE Ian CAA t �1�E81 a 1010 6 MAX. =NESS HEAD 4411) W08 -$1 MX" • • • • • •• •N • • •••••• • • ••••• • • ••••• • • • ••••• • • ° d a Rte SOON W2 D e 4 s� ANCHORS SEE FOR >3D MARA ANCHORS SEE ELEV. POR SIB o" r s r 2 w x PNSW PER CM ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED SILICONE OR ACRYLIC SEALANT. WEFPHOLES; Wt r 1 -1/4 N 1/4° WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/0" FROM EACH END AND AT MIDSPAN W2 - 1 -1/4 X 1/4" WEEPNOLES AT 4-7/13° FROM EACH ENO AND AT MIOSPAN W3 w 2" LONO WEEP NOTCH AT EACH END W4 - 1" LONG WEEP NOTCH AT 32" FROM EACH END T 3 PER CLIP FANO LORD CLIP mum 8 L WHO ADAPTER METAL SIRLICIVRE TATICAL MOORS SEE 4 FOR S PNOINO 1 "1.44D COUNTY A8R0480 1 1 ' MIA.UON k MU LLION 4448)40118 * !EE WOVE ROA !I T/e• 11 - II II i _ F Y I - iJ TYPICAL ANCHORS � MONO WOOD RUCKS AND METAL STRUCTURE NOT BY 1M WIN00WS M1lST SUSTAIN LOADS IMPOSED BY CLAZIND SYSTEM AND TRANSFER IN 0 STRUCTURE. TYPICAL ANCHORS; ses e+E4. Fa* swam 1/4" OVL. 1R.111*80N 1Y .1040 OW/ 22 KS, Py.TS9 INTO EBY WOOD BUCKS OR WOOD STRUCTU 1 -1/2" M1N. PENETRATION• INTO WOOD MASONRY 1 -1/4 MK EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -6/8" MIN. EMBED INTO CORK. OR MASONRY 1/4" MR OR MP 0811' t)(: SCR} $I (tea 2 cm afro METAL STRUCTURES STEEL : 0.105" 142.1. (Fy - 30 KSI MIN.) ° .WMINUM : 1/0" TW. MIN. 10063 -15 MIN.) (STEEL. IN CONTACT W4H AWMANUM TO BE PLATO OR PAINTE 114 1 s 0 ILAILOBL . 1 888118 INTO MIA8 -DADS COUNTY APPROVED MULLIONS (MIN. RM. - I /137 010 SHIM SPACE) INTO CONCRETE MC MASONRY - 2 -1/2" MIN. INTO WOOD SIRUCTINE - 1° MIN. INTO METAL STRUCTURE - 3/4 MIN. CITE At KEACT. sax Om JAiOS Pa - 3080 amMix C -00 HOL{AW/PTU.E0 WAX AT JAMBS Pm - 2000 lag mat .02 PA; drawing woa-en • • • • • • • •, • • •• smutzt e FOR • • • • TYPICAL ANCHORS 8FE ELEV. POR SPACING • •• • • • • • • • • •• •••• •••• • PO•S et • • • • • VENT wimp NOR L OW' 1.11NO-OADE GUTTY TYPICAL ANCHORS SZE ELM FOR SPAM TYPICAL Aacn SE/E ELEV. FOR SPACING BUCNS P a TYPICAL ANCHORS SEE Wit FOR SPACING SEE WARM NOA VENTS WITH SPRING LOADED LATCHES 11201311CPRatisSO bypr[eesaOhthe Ptelds Ooldbows aaae • ••••0 • • TIP= ANCHORS SEE Olt FOR SPACING MAN. METAL MCRAE • • • •••••• • • •• •• •-• • ••• • • • • • IS I &YQUT • • • •• •••• 01( OPPLISTIE ••• ••• • • • • ••• ••• •••• •••• • • 'Peg e • • r•• vrsc now °' intoti loll. • • � • • 9 v P WINE& ACTORS ito % Ounns 19 D VENTS WITH SWEEP LATCHES ELEV. SPACING Wettagella 4 " . **wino no. ^S1 ih °c,0 or, _`7) 1.718 • • • • • 1.400 • _ • • • • 1 •ffn 1••• •• • .• 1 s .. .563 4••• .313. i •• ••• 1• • 11,••• • • •••• 11 • • • •• •• 1• 10 • SILR TRACK • • • . • • • • • • • • • 2.702 1.457 1.00 TOP & BOTTOM RAIL 2.312 1.782 0 FIXED . STILE (SPRING LATCH) 1.704 u WIND LOAD CUP 18 MTG. STILE REIWF. L 4 .1o7 .175 17 VENT LATCH 2.312 3.088 .am .875 FRAME 561. BASE 4 FRAME ,lMda - VENT ®FRAME JAMS — F1XED 3,188 + 0047 AS a 111 -134 161 -132 72 -131A 12 -137 72 -137A T2 -118 08 8 3/4' 12 -141A 1 -881 1r -154 112 8 1' /10 % 1' *3 RICO. AS RCCI 121 10 LOCO 1887 LAOL3L 3-8/8' LC110 8638 LOAD CLIP. 4' L0118 RN 008. B'91RIPP=N6 (,187' 3 .378' WOO 7/8' 3 1/r 18 1 -1/18' LOW GLAZING BEAD OAP. Maas) raring no. W08 •81 MIAMI -LADE COUNTY, FLORIDA COUNTY METRO -DADE FLAGL ER BUILDING 140 WEST IFLAGLER STREET, SUITE 1603 MAW, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372.6339 zszsMathireij u BUU.DING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE SNOA) T.M. Window & Door LLC. 601 N,W.12 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisd� ion (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (un areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 130RA reserves the right to revoke this acceptance, if it is determined by 1Vliami -Dade County Product Control Division that this product or -- the requirements of the applicable building code. This product is 'bed herein, $�, a- a? ' aced to comply with the Florida Building �. ;tip r,:.. Code, ` the High Velocity Hurricane Zone. • Series "338" AID Famed Window CA .• + 1 tsti APPROVAL DOCUMENT: Drawing No W03 -52, titled "Series 338 Al c.. Fixed Window (L.M.I)", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03/32 s dared by Al Farooq Control Corporation, signed and sealed by Humayouu Farooq, P.E., P.:e; 1, , r ,_�9 i �Miami-D� County Product Control stamp with the Notice of Acceptance . date by gm Mwizu.iDade county Product 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 purer shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because 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 donne in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufireturer or its distributors andwaralffisi atalabte fdr ilksprUtimt at the job site at the regret of the Building Official. This NOA renews 1,1 111014ialtdi consists of this page 1 and evidence pages E -1 and E 2, as well as approval docuntent mentioned above. • • • The submitted station was reviewed by Carlos M. Utrera, P.E. C2_ 7 APPROVED • ••• •• ••• • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••. •. • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • •• • ••• • • • • • • NOA No. 08-0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 Page 1 ,NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (u IvLL) ", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03130109, prepared by Al- Farooq Corporation, signed and sealed by Humayouti Parooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per PBC, TAS 203 -94 Along with marked-up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Penetration Testing Laboratory, Inc., Test Report No. FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. 'Eve Sub#ed under NOA # 07- 1120.10" 2. Test reports on 1) Air Infiltration Ted, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 2782 (FTL001i4), FTL-2784 (FrL00140), and FCL 803 (fTL03072), del 11/06/01,11 /06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P.E. and Joseph Chan, P.E. "Evidence Surd under NOA # 03- -0925.N 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL # 0806.02 -02, dated 09/24/02, signed and wed by William R. Mebner, P.E. "Evidence Submitted under NOA # 03-0925.04" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 02/17/09 and 03/30/09, signed and sealed Ctt41p1ts s :A614 6300 -02/04 .. ... .. • .... • ... ...... • . .. • • • .. • • • • • .... • .. • • • .. . . . • • .. • .. • • • • • • . • E -1 Utrera, P.E. Product Control der NOA No. 08- 0917.08 Espirat t Date: January 08, 2014 Approval Date: May 06, 2009 T.M. Window & Door LLC« NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 07- 1116.04, iced to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No 07-1116.11, issued to SAF -GLAS for their "SAF -GLAS Polyeaarbonato Laminate", dated 12/12/07, expiring on 12/16112. 4. Notice of Acceptance No. 07- 0525.06, issued to Cytec Industries, Inc for their "Uvckol S Lamlnated Glass Interlayer", dated 01/03/08, expiring on.02/08/13. 5. Notice of Acceptance No. 08-0709.04, issued to Nebula Glass International dba Glassslam for their "Safety -Plus II — Laminated Glass", dated 09/11/08, expiring on.08/07/13. F. STATEMENTS 1. Statement letter of code conformance issued by Al-Farooq Corporation, dated 02/17/09, signed and sealed by Hmnayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, datcd 02/17/09, signed and sealed by Htu nayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FI1,-5276, issued by Fenestration Testing Laboratory, Inc., dated 07/11/07, signed and sealed by Carlos S. Rionda, P.E. "EvisTence Submitted aunder NOA # 07-1120.10" 4. Laboratory compliance letter for Teat Report No. A'FL 0806.02 -02, issued by American Testing Lab of South Florida, dated 09/04102, signed and sealed by William R. Mehner, P.E. "Evidence Submitted under NOA # 03- 0925.04" G. OTHER 1. Notice af Acceptance No. 07- 1120.10, issued to T.M. Window & Door, LLC, approved on 05/01/08 and expiring on 01/08/09. .. • • • • • • . . .. • • • . • • • • • .. ... .. • •••• • • • • ...... • . .. • • • .. • • • .... • .. • • • .... . • • .. ... • • • • • • . • E -2 1 Tltrera, P.E. Product Control Examiner NOA No. 08- 0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 • • • • • • ••. • • • •.1 • • •••• • •• • • •. • • • • ... • • • • • • .. • ... • • •• ••• • • • •••• ••• •••• .. .. • ••• .. • • • • • • • ••• • •• .. .. •••• . . •••• • ••• . . .. SERIES 338 ALUMINUM FIXED WINDOM' DESIGN LOAD RAMO FOR THESE W NDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 8Y SIDE COIAOINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MNMI -DADE COUNTY APPR'D WINDOWS USING MI -OADE COUNTY APPROVED MULLIONS IN BETWEEN LOWER DESIGN PRESSURE FROM WINDOW'S OR MULLION APPROVAL. WILL APPLY TO ENTIRE SYSTEM. THUS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUJREMENTS OF THE FLORIDA ITINLD040 COIF 2004/2007 M ON INCLUDING HIGH VELOCITY HURRICANE ZONE (NVHZ). WOOD ROCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ID THE STRUCTURE, ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON =AILS; ANCHORS EMBEDMENT TO BASE WTER1AL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONORIONS NOT SHOWN IN THESE 'DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE S USED IN DESIQIN4 OF ANCHORS 04TO WOOD ONLY. YATEIWILS INCLUDING BUT.NOT wee ro STEEL/6TETAl, somS, TWO COME R8'0 OF 2004/2007 FI.ORIDA SLOG. CODE 20038.44.. NTS . TI4ESE W4NOOWS ARE RATED FOR LARGE WSW IMPACT. SHUTTERS ARE NOT REQUIRED. TYPLCAL, ELEVATION & r: .OM. Nub, IE Ff X65, Up? L en Kerns AvarlsaaNe '. OA (444T 1 or 5 1 DESIGN LOAD CAPACITY - PSF WINDOW VIDT)i 19 -1/8' 26-1/2 sr s3-1 D261*. MOTH • GLASS EXT. U) S"L'M TYPE 'C' INT, 013EIMEMIMEEMS 01.99 TYPE '0' mrimmucin i GLASS TYPE `E' INT. Tx) 95.o EmaEIa! 5.0 7 I EMI ' � 91111011110:111111030111 111 93.0 19 -1/8' 26 -1 2" 37/ 53-18' 38-3 38-3/8' Y (1' i:1111_ 95.0 Ea Ea WO Er`XurrlEaiaEairms EaEaEaEa EaEa 95.0 WIN 19 - 1/8 26-' /5" 3Y 5 3 - ' ° 60 5 /5" Ea! 7 75.0 Ea ION '' 11:131111:111 iL3"lEaiacmEaEa Ea k�..' iT"�'� +i�' '�TI '9-I/O 28-1 37' sa -1!6" °r 73.0 Ea 90.0 900 960 Ea FM Et .EEa Eaia 95.0 �: EEaE'�.IM'E 81.3. 81.3 650. EaEaE 99-1/5 37' 53.1 /5' 24-1/6 EaffmoIGESEaEaEa E'er oEaE*ElEa TaA 75.4 E - 95.0 AD WINDOW DIMS/ GLASS TYPE ' C ) a331E te:. IF7IP I 'CI one vim �i� ®EMIVi.'i IE •LG LE M sr 42° a6` s4° 60' 88' 7Y • 38T • 4e' •••4y44 • • 6*, •w er e• • W • • a r y p • 1.417 4 • � 8° •.s•i''• • 0 •• � � • • 38" 48° 54 " 86' 38' 42" 48' 54° 80' 38' 42' 48' 84' 60" 68' 38' 42' 45' 54' 60' 68' 36' 42' 48' 36' 42' 45' 64' 60' Et1�® IIMINE711 900 IMO CTIIIMII IEZEMZEIIII211117E• no 'In" Ilirm Eni o n ora vim • i.41 11112111X3311(711 95.0 860 75.0 95.0 60.0 4 00.0 IIMIIIIIEEII 611V i^�!!iEaEaEaEa a AM, 13-1irt lE'erE:a E E AII T ,NMIEa E Ea 90.0 t':api 7 EZ1141011 60.o pia ISM EMI InTIE MN Irma ima E11111 ! ®ESlEMEEa i14.111E33t' 1iWEEEaWE 12311111031 9005 • 90.0 !'Ea1'FaEaEa EiDEEE7EaEa E331E33!E331E33 Eai E331® MTh NMI i7Ea ETIII® ®IMIIIMEi" I IEEE W'MEaEaEaEa EaEaE:aEaEMIIEa 11331111791111E2311111101111110ERICTE E333E33fE30111E331EaEa E33lE37ElEE3IMEaEa IMM E3'E E:EE E33 I Ems'EEa ETU 11113111111331111111117111111M1 g 000 900 ESlE3NE33NE CEirru*�E MO" EMI 900 gm ��II E33E333 ®EaEaEa E33fmE33li3111EaEa 11121111111111211111111111171111117011 ir 3 auran EINEa Ea lES11E33E37EaEa 3lE3:EE33E37EaEa MIMI QM NMI irrim cm 31ES:111E33lEMI E3311ETEETIETtEa Nilliall IMO KM 0:11111112111 ES'E47 wrung IM's 78.0• CUSS TYPE 'E' LOTH LENGTH EXT. (4 INT. (-7 xx XX x X x x 136' x x X X XX XX X XX 144" x X - X GLASS TYPE 'O' EXT. CO INT. 4 -1 ExT, ( +) INT, L -) 90.0 90.0 96.0 950 xx Xx eso 95.0 x xz 00* 95.0 xx xx 95.0 98.0 x X X X X X X XX x x 95.0 95.0 x X 95.0 960 x x 95.0 95.0 x z 95.0 95.0 x x 95.0 95.0 X x 969 96.0 x x 95.0 910 X X 96 95.0 910 950 42' 46' DOW DESIGN LOAD CAPACITY - PSP GLASS TYPE 'C' X 3/48' HEAT STRENro GLASS MASS TYPE 'E X X 850 95.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). SILICONE 4 720 9RE9LAYER IAEKOL -U0. KE61N 3/18" HEAT STREN'0 GLASS SOIST MN AND Loco DIMS= CAN BE ORIENTED YERFCALLY ON HC L 1 A TREX0I o {piD X 1-I/4" P.H. 65�� AT 22" O.C. 31)8" HEAT STREH'0 WASS .015 ADHESIVE 04 'Sl9' -01.9 .070" POLY00960UATE LMBNATE (' BY 'SAF -GLAS` 1 .015 ACNE BY 'SAF -GUA' 3/18' HEAT 8792291) GLASS GLASS TYPO '0' SILICOAT 799I00 TREMOLAZff 4500 n' GLASS TYPE 'E' GLAZING OPTIONS sacrum FLA. PC IWO CAN. .* 3/18' TEMP. GLASS \ .015 80HESNE ay 'SAL -OCAS' or PW.YCAR$0NATE LAMINATE OT '&1F -01AS' .018 ADHESIVE 5Y 'SAF -WAS' 3/16' TEMP. GLASS X 51 FASTENERS TIO(4 STAGGERED PAILS ratspucramosvm =rwc". DESIGN LOAD CAPACITY - PISE WINOS DIMS. GLASS TYPE 'P GLASS TYPE 'G' MASS TYPE 'B' GLASS TYPE ' .1' WIDTH LENGTH EXT. 1+) TNT. 4-1 001'. c +) 191. 4 -) E . t +) INT. 4 -) EXT. c+ INT. t -) 7R 48 • • 80.0 80.0 90.0 90.0 90.0 1114 90.0 140.0 80.0 80.0 90.0 90. ' 900 1114 90.0 140.0 80.0 90.0 904 90.0 90.0 111.0 m 1400 EMI la 90.0 00.0 900 EMI 90.0 140.0 WM an 90.0 904 90.0 111.0 80.0 140.0 804 80.0 90.0 900 90.0 11/4 WEN 140.0 Z&5 MP 9042. 00.0 ' 111.0 90.0 140.0 80,0 10.0 90.0 80.0 90.0 904 • 90.0 19 -1/8' 28 -1 /2' 37 83 -1/8' 111.0 90.0 140.0 IMI1171111 nal BOA 90.0 00.0 90.0 1113 imanarrs 800 911.0 • 904 90.0 IMIIIIIMEIVIN 90.0 140.0 MOM& 80.0 • • 90.0 80.0 9B.7 «E 140.0 9801 70.9 72.0 On 72 112.0 85.3 133.7 19 -1/8 29 -1/2 37` 53 -1 /8' 80.0 4.0 000 00.0 arrAwnwrirriunr 111=11111F3111171111CINIZEM 90.0 11171111117,111011111111111 803 204 10 4 • • 72` • • • • s 1=1111717 LF111111:701CTIMICIIII 003 140,0 00.0 50.0 90.0 90.0 90.0 111.0 90.0 903 EMI 1761111121 80.3 V 003 1000. '©' 1283 19 -1/8" 20-1/2' 37' 33 - 1,4' 74 -1/4' , 80.0 80.0 84,• • iii •11071111tl 98" 111M N 9i NICTA IMINIMICIII *404 904 NM =1111111Cre �'110312R11 90.0 1107.1117.1111 t:ME=G'*', irrmartzurrumni 904 1403 :7 50.0 90.0 &LEMON 90.0 11:111111:31111031111118111 90.0 140.0 NuL'37! 71.4 01,3 84.3 90.0 90.0 toi 111.0 903 140.0 IR 59 90.0 90.0 111.0 90.0 134.7 III 108` » marl eirraurrs 11M1 argunrancrolizrzumorrn 004 111'1117911 90.0. aria 90.0 IIIMIIICTIIIKEIN DESIGN LOAD CAPACITY - P3P WINDOW DIMS. GLASS TYPE 'P' MASS TYPE '0` GLASS TYPE 'A' GL030 TYPE '3' WIDTH LENGTH EXT. N)_1147, (0) EXT. t +) 1147. OCT EXT. f +) INT. UU E)1T. 4+) 1141. IXt 19 -1/8 00-1/2' sr 53 -1/8` 28' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 1400 80.0 80.0 000 904 900 1114 90.0 1400 80.0 80.0 90.0 980 90.0 1114 90.0 140.0 < 880 80.0 90.0 8t0 904 111.0. 90.0 1404 19 -0/8' 29 -1/2' 37' 53 -1/8' 311 -3/8' 800 80.0 8.0 00.0 90.0 111.0 90.0 148.0 800 804 900 90.0 90.0 111.0 90A 140.0 80.0 80.0 80.0 90.0 90.0 111.0 90.0 1404 80.0 80,0 10.0 90.0 80.0 111. 904 140.0 19 -1/8' 28 -1 /2' 37 83 -1/8' -5/8, 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 800 90.0 000 80.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 110.0 140.0 9801 70.9 803 5.3 813 105.2, 85.3 133.7 19 -1/8 29 -1/2 37` 53 -1 /8' 80.0 4.0 000 00.0 . 904 111.0 90.0 1400 803 50.0 90.0 90.0 90.0 111.0 90.0 140,0 00.0 50.0 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 80.3 51.3 51.3 1000. 51,3 1283 19 -1/8" 20-1/2' 37' 33 - 1,4' 74 -1/4' , 80.0 80.0 000 90.0 90.0 *11.0 903 *404 090 BOA 90.0 90.0 103 111.0 904 1403 80.0 50.0 90.0 90.0 90.0 111.0 90.0 140.0 71,4 71.4 01,3 814 81.3 1004. 81.3 12183 • •• • • • • • .• • •• • •• • • • • • • • • • tN 3/18' ANN. MASS 090`IMEVAYEN BUTAO*TE PO BY 'DUPONT 3/18" ANN. 01.033 GLASS TYPE 'E' SILICONE BPECTIBIN 7 SC 7700 3/18' HEAT STREWD GLASS 090' 91TER14000 • 81RACRE PIA3 BY UMW 3/16' NEAT S00ON'D 01.63E SPEOTRU§1 2 GE T700 GLASS TYPE 'G' GLASS TYPE IT GLAZING OPTIONS NOTE: CLASS CAPACITIES ON MS SHEET ARE BASED ON ASTTA E1300 -02/04 (3 SEC, GUSTS). 3/16' HEAT SIR0N'O 0111511 .1300 981ER1.1I'ER SEN10501. 5 PUTS BY 'DUPONT' 3/18' HEAT STREN'D GLASS S080*4 GE TREMCO SPECTRUM 2 1 MASS TYPE '.t' • 3/18' TEMP. GLASS 490' INWEMAYER \_SERTNYGlAS PLUS MY 'OUPOHt' • 3/ TEMP. OLA3S SiliCAte MAO SPECTRUM GE 7700 4 apadaisalcomsw 4041W AND 6E56714 OIYEr1810N8 CAN 9B two YERIICALLY 00 1071120 ,U.2' 45 SHOWN 12140*210001 Ptawk SuldreClois s1.r. r -, drawing *03 -82 0 • • ••■ 1■••• • • •• P••• • • • • 110 011 • I* • • • • • • • • • • 'TYPICAL HO 5 rota • • • • •• • • • • •• • •••• • • • • • a • 4 1ST WOOD RICK 4 , 64 6 ° 4 4 4 Mt& SEE REV. DIRECTLY INTO OW 4NX COUNTY 4RPROYED FALLON * MALIGN ANCHORS SEE SEPATE NOA TYPICAL moon SEE REY. FOR SPADING secr SLIGO AND METAL MUST SUSTAIN LOADS IMPOSED BY AND TRANSFER THEM TO THE BUILDING TYPICAL ANCHORS: st6 Rev. Fat SPACORI 1 /4 flIA. TAPISINE 8Y ITV IVA" Eft ULTRACON BY 'EIGO' cIumITY E. Firs INTO 2BY W000 BUCKS OR WOOD I -3/8" MiN. PENETRATION INTO WOOD THRU UN BUCKS INTO CONC. -1/4" MIN. EMBED INTO OR BLOCK OR C-90 BLOCKS OT BY TM WINDOWS SYSTEM MAE. -90 BLOCKS EMBED INTO CONC. OR BLOCK fiug3jmsLmr_zsagLsqgas wow o cas. FIr.92 KR WO INTO METAL STRUCTURES STEEL ; 12 GA. ALUMINUM • MIN. (6033-TS =TACT WITH ALUMINUM TO 9E PLA �R PAINTED) i1.4.-191SAILIO LDBILNU S INTO MIAMI-DAOE COUNTY APPROVED MULLIONS .I 0O) 330401.42E-Milla INTO CONCRETE . 2-3je I INTO C-90 BUICK • " INTO m in` aiN, AL STRUCTURE . 3/4" 1 CONCRETE Fa • 3000 PSI NIL C-90 HOUCITI/TRUZI MOW I'm • 3000 p MN, BMW; FRAME CORNERS SEALED WITH ALITYLIC SEALANT. ww.ttor v smucTuRes FUI. PE IF _11557 SSONSOURRIFFIROR CAA 3.0a # PR 01 a IC:. I3ZM PAR! 0 QUAI41I77 DE8SWPfloN MASET 1AL MANP./SUPPUE0/ 1EMAPoiB 1 08- 35277-4 4 82508 FMK 6063 -75 6003 -75 - 2 1298 AS READ. CLAM 510P 7405 - 2A 58 -398 AS READ. 0142610 STOP Tin 6063 - 78 - 5 SPA -1860 AS 5000. CIA2160 STOP MEMO ANGLE 8053 -75 - 4 SPA -1960 AS RM. OIA264G STOP 04765108 ANGLE 6093 -75 - 0 1 x I' - FRAME ASSE4OPX 500585 - P.H. 5363 7 010 X 1 -1/4" - 0142840 370P 505085 - P.H. SUS 5 711-174 45 REDD. 0142946 0E40 8063 -75 - ••4 • • ••4 • • ••4 4 • •4 • • .4/.. • • • EXTERIOR ••• .834 0 •q •• • 80NO ' MAM E .790 1.651 • • • .7 ••• a •�_ • •• •• • ••• •• • a462 Typi••p• • ••• •• • ••.. • GIAZ 4 514:UBE . .. es . .. e . • .128 .125 1.500 Ito I - • . GLAZING STOP TO SE 1.075 MUTING STOP EXTERIOR ANGLE 1.845 1.600 () GLAZING STOP INTERIOR ANGLE GLAZING BEAD • •• • • • • • • • • • • • •• 4N•• • • .. .• • .• SEE E= 15416-0401 couNry SSE 65AAATE 1/4" MAX, rYP. CORNER DETAIL 1/4" MAO. y MEM sFwaMo 11 ' +uTRiNENoo PE 85 87 t4 .. A a•OT1hePA1 3530 01 2009 1YFICA. MOMS SZEro dre*dng W03 -52 {shear 548 A