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WS-12-816Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 cV Inspection Number. INSP- 174299 Permit Number: WS- 5- 12-816 Scheduled Inspection Date: June 04, 2012 Inspector: Bruhn, Norman Permit Type: Windows/Shutters Inspection Type: Final Owner: JHON FREDY CHAVARIA, JHON FREDY Work Classification: Window /Door Replacement r+ue�ieois Job Address: 162 NE 109 Street Miami Shores, FL 33161 -7042 Project: <NONE> Contractor: SECURE WINDOWS & DOORS Phone Number (305)513 -0705 Parcel Number 1121360090110 Phone: 305 - 513 -0705 Building Department Comments REPLACE 13 WINDOWS AND 1 SLIDING GLASS DOOR Passed 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- 173248. June 01, 2012 For Inspections please call: (305)762 -4949 Page 17 of 22 From:Secure Windows 3055130704 05/15/2012 22:58 #596 P.001 /001 CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 3/14/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Eastern Insurance Group, Inc. 9570 SW 107 Avenue Suite 104 Miami FL 33176 INSURED Secure Windows & Doors, Inc. 7855 NW 46 Street Miami COVERAGES TF IN Ci INSR I.TR NNAM7EACT David M. Lopez PHONE p. (305) 595 -3323 1 Ira, Nol: (305)595 -7135 ADDRESS: csreeasterninsurance . net INSURER(S) AFFORDING COVERAGE FL 33166 INSURER A Mid- Continent Casualty Company INSURER 5:CastlePoint Florida Insurance NAIC INSURER C: INSURER D : INSURER E : _ INSURER F : CERTIFICATE NUMBERMaster 12 -13 IS IS TO CERTIFY THAT THE POLICIES DICATED. NOTWITHSTANDING ANY RE MAY BE ISSUED OR MAY EXCLUSIONS AND CONDITIONS OF SUCH OF EQUI PER POLL A B TYPE OF INSURANCE GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY 1 CLAIMS -MADE OCCUR REVISION NUMBER: INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD REMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS TAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS ADDLSUBR INSR WVD POUCY NUMBER GEENL AGGREGATE OMIT APPLIES PER: 2—C1 POLICY n , LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED HIRED AUTOS (MORELIA LIAB EXCESS LIAR 04 -GL- 000944794 POLICY jMMM/DDONYvn) IM D/YYYTYI 3/19/2012 3/19/2013 UMITS EACH OCCURRENCE S DAMAGE TO RENTED PREMISES iE.a commence) $ MED EXP (Any one Person) $ 1,000,000 100,000 Excluded PERSONAL & ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 PRODUCTS - COMP/OP AGG S 2,000,000 SCHEDULED Now -OWNED AUTOS (Ea LIMIT acc BODILY INJURY (Perperaon) $ S S BODILY INJURY (Per sodden() PROPERTY DAMAGE (Peraaadent) OCCUR CLAIMS -MADE DED 1 1 RETENTIONS WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE N OFFICER/MEMBER EXCLUDED? (Myaensdatory In NH) IDES(CRIPTION OP OPERATIONS below EACH OCCURRENCE $ $ S S AGGREGATE S N/A ITCP760274401 6/1/2011 6/1/2012 X TORY ITS I I°ER S E.L EACH ACCIDENT E L DISEASE - EA EMPLOYEE DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more apace is required) CERTIFICATE HOLDER E.L. DISEASE - POLICY LIMIT $ 100,000 8 100,000 $ 500,000 City of Miami Shores Building & Zoning Department 10050 NE 2 Avenue Miami Shores, FL 33138 ACORD 25 (2010/05) INS025,,ninnFi1 n1 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE David Lopez /AMANDA ©1988 -2010 ACORD CORPORATION. All rights reserved. This Ar`ARfl name, anti Inn., ana ranictferarl merit¢ of Ar:ADfl NOTICE OF COMMENCEMENT A RECORDED CDPY MUST RE POSTED ON THE .100 SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 2136 -009 -0110 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1 311111111111111111111111111111111111111111 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 h this Notice of Commencement. 1. Legal description of property and street/address: 16 NE 109 STREET MIAMI FI m1R1 C:FN 2012R0329061 • OR Bk 28104 Ps 0145; (1Ps) RECORDED 05/09/2012 10:31:41 HARVEY RUVIN, CLERK. OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE 1 2. Description of improvement: INSTALLATION OF WINDOWS 3. Owner(s) name and address: VIVIAN CHOMKO 1• - i1 Interest in property: -- OWNER Name and address of fee simple titleholder: 4. Contractor's name and address: 7855 NW 46 STREET MIA; "e.n- -333466 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond S 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.. Florida Statutes. Name and address: 8. in addition to himself. Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b). Florida Statutes. Name and address: 9. Expiration date of this Notioe of Commencement: (the expiration different date is specified) .) Signature of Owner Print Owner's Name VIVIAN fHORAKO Sworn to and subscribed before me ) de o ApVi) date is 1 year from the date of recording unless n .20 t12, . Print Notary's Name0/ My commission expires: 7a3.4;.8e PAss br:: Notary Public Prepared by tYkdof 645 Vella Address: _ 7550 NW 4Lp Of KOMi, GL 35ttoto STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a two copy at the in�II'!l uV a2 ce 011 — A.D. 20 day of VIITNE my hand and Ofh:rat Seal. HA RUV CLERK, of arcuitlsrd TM Document Prepared By and Rehire to Jay Phil! Parker, i Parker, P 16 1 n Avenue Suite 320 Miami Bea Florida 33139 Parcel m ?hashers 11-213-6009-0110 Warranty Deed This Indenture, Made this 30th Wilhenwnia Lewis, a single woman 1111111111111111111111H111111111111111111111 CFN 201280242252 OR Bk 26061 Ps 21461 (103) RECORDED 04105/2012 10345:12 DEED DOC TAX 14275.00 HARVEY RUVIPI, CLERK OF COURT fIAMI-DADE COUNTY! FLORIDA LAST PAGE day of . March , 2012 A.p. ; Between of to County of Miami -Dade , Jhon Fredy Cbavarla and Vivian Chomko, husband and wife whose adders is: 162 N.E.109 STREET , Miami Shores, Fl or the Coady of MIAMI DADE , state of Florida , grnnte5S. Witnesseth that tho GRANTOR for and inoaasidetioeoftbe BUM of TEN DOLLARS DOLLARS, and mbar good and valuable coneidomtion to GRANTOR in hand paid by GRANTEES. dm watt whereof is bade/ aditiewledlled. has granted, bargained and sold to the said GRANTEES and GRANTEES' beam. SIMISSOI5 and assists forever tie following datvibat lead, situate. Iyrog and being bn the County of Miami -Dade stow of Florida to wit Lot 3, Block 216, Dunning's Miami Shores Extension No. S, according to the map or plat tbereoo is recorded in Plat Book 48, Pages) 21, of the Public Records of Mandl-Dade County, Florida. SUBJECT TO TAXES AND ASSESSMENTS FOR 2012 AND SUBSEQUENT YEARS. CONDITIONS, RESTRICTIONS, EASEMENTS AND LIMITATIONS OF RECORD, IF ANY; PROVIDED THIS PROVISION SHALL NOT BE DEEMED TO IMPOSE SAME; ZONING AND OTHER GOVERNMENTAL REGULATION& State of Florida , grantor, at and the granter does hereby Silly warm the tide to said lam. and will defend die sauna against lawful daunt of all persons v4 onaaoves: In W ess Whereof, the hos .. set her band and seat the -day amt - rase - above -wrcua ed ankdellvered ' t PAL 4.. Alg. ,I �►P r; . wI ; ,' JPs.. '� wI -�19 f+!`.t1 ;./0.1z11Yl r 1111r a- . Witness STATE OF Florida COUNTY OF Mlami -Dade Tie (=Whig boomed can acknowledged before me Wiihemenia Lewis, a single woman YOLEIC* OLGA PEREZ '€ Itcl try Public - Starlit of Rats- Catmints b1 Coma Etpras *a * 2016 . 7w�,em�en� VPO'iCddtaea: 2301 NW 94 Stet , Miami. FL 33147 Florida driver's II day of March Name: Nofl[ry Public My Commission Expires: bye Orley Systems, ha, ell (9d) -t555 Faun PLUM ,2012 by Paj„_. YoleidyPetez _ Book28061/Page2146 CFN #20120242252 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 `` `tl, I NA "'�V n n w �` INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING f"j ` Permit No. PERMIT APPLICATION Master Permit No.W S Z —S1 �O FBC20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Phone #: Address: /'G 4' °C , / c S � City: /1-7/4-/w m F ee State: _ o�c Zip: 314,1* Tenant/Lessee Name: Phone#: Email: RECEIVED MAY 082012 JOB ADDRESS: /62 11.) , e . /G ' .5"f City: Miami Shores County: Miami Dade Zip: 33/61 Folio/Parcel#: / l— 2/3(- O69 -6®6 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: '6 (rye, ®6) poius avOrS Phone #: ( ?O6) 573 ° 0740- Address: 78-6-5 City: A-Ae # d , State: Qualifier Name: Zip: 3 3/4,6, Phone #: State Certification or Registration #: Certificate of Competency #: bj his 00 322 Contact Phone#: Email Address: DESIGNER: Architect/Engineer: 04,972- 4 ,ne top6° /os Phone #:. 195) 463- 2%7 Value of Work for this Permit: $ 10 /O( )0 . O Square/Linear Foo of Work: 306 Type of Work: ❑Addition °Alteration UNew J epair/Replace °Demolition Description of Work: AP/ 1.11, DOe-e' 6,0e, r �aexvisPagle * * * * * * ** Submittal Fee $ 5 V • , , 6; Permit Fee $ 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 33-2 '- / %AN- t , d * * * * * * * * * * * * * * * ******* ** * * ** ** Fees********* * * * * * * ****** * * ** *** * * * ***** * * ** *** i 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 FT.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AtFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C%A. CNIVA0 Owner or Agent f.. The foregoing instrument was acknowledged before me this e3 The foregoing instrument w acknowled 2 day of 6 , 201by V (1 i a 0_,,tic on , day of , 2017/, by who is personally known to me or who has produced who is personally known to me or who has produced as iden NOTARY PUBLI NOTARY PUBLIC: Sign: Print: to MAY DE ARMAS -SOUS *'�'��r �" a MY COMMISSION 9 DD 950325 ' rfi iv, February 7 2014 , ggiv Bonded Thru Notary Public Underwriters My Commission Expires: Sign: Print: worloinewctrari it • 0 ''¢ m MADAY DE ' °' MAS -SOUS :t MY COMMISSION 9 DD 950325 os EXPIRES: Februc ry 7, 2014 Bonded Thru Notary PuNic Underwriters My Commission Expires: ************** *************** ** * * * * *�x /x�+x** ***** * * * ** ***** ** * * * * *** * **** ****** * * * *** *** * * * * * * ** ***mss * * **** * * ** APPROVED BY ��`G��J�/ "— Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ! Date glIIENIEEMODIPI JIL ®5 ( 011JIr 7300 S.W. 105 TERRACE • MIAMI, FLORIDA 33155-361.1 OFFICE (305) 663 -2991 BEEPER 889 -9695 FAX 665 °0262 MECAWind Version 2.1.0.6 per ASCE 7 -10 v=ped by MEGA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com : 4/29/2012 ompany Name : Jenetopulos Group, : Florida Firm-- #F000145 : 7300 SW 105 Terrace : Miami, F1 33156 (305)6632991 : George Jenetopulos Architect #14185 Description : Chemko Residence : 162 N.E. 109 Street : Miami Shores, Florida 33161 Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown Basic Wind Speed(V) _ Structural Category = Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht are based upon ASP Design, with a Load Factor 175.00 mph II- N/A 1.00° 11.50' • 0.09- = 0.11 = 0.15 ' = 0.13 = 3 : 12 = 12.00 ft' RHt: Ridge Ht = 15.00 ft- OH: Roof Overhang at Eave= .00 ft Bldg Length Along Ridge = 65.00 ft Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Width Across Ridge= Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 - Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 of . 6 D P� No - 0.85 700.00 ft r 1.07 - 0.80 r 650.00 ft 7.00 ft- 14.00 Deg Hipped ,... 9.00 ft 4745.00 ft ^2 55.00 ft Description Width of Pressure Coefficien Zone "a" = 4.8 ft Width Span Area ft ft ft ^2 Horiz Roller A Hoirz Roller B Horiz Roller C Horiz Roller D Single Hung F Single Hung G Single Hung H Single Hung J Slide G1 Door K 6.17 3.08 9.25 8.86 3.08 3.08 1.88 3.83 3.00 4.22 2.17 5.23 3.20 4.22 3.20 2.98 2.98 6.67 26.0 6.7 48.4 28.4 13.0 9.9 5.6 11.4 20.0 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 1.03 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 41.19 psf George Jenetopulos, Florida Architect #14185 Jenetopulos Group, Florida Firm #F000145 7300 SW 105 Terrace, Miami, FL 33156 -3841 (305) 663 -2991 office, (305) 479 -5384 cell Max Min GCp GCp 0.93 -1.25 1.00 -1.10 0.88 -0.98 0.92 -1.24 0.98 -1.36 1.00 -1.10 1.00 -1.10 0.99 -1.09 0.95 -1.05 Max P Min P psf psf 45.58 48.61 43.63 45.32 47.78 48.61 48.61 48.19 46.42 -59.04 - 52.73 - 47.75 - 58.50 -63.43 -52.73 - 52.73 -52.31 - 50.54 M COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CM- Windows & Doors 10100 N.W. 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by. Miami --Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 'DESCRIPTION: Series "Sentinel 20" Aluminum Horizontal Sliiding ndow - L M.L' APPROVAL DOCUMENT: Drawing No. W10 -18, tilted Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.L) (L.M.I.) ", sheets 1 through 11 of 11, dated 03/29/2014}, with the Latest revision "B", dated 10/10/11, prepared by AI-Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 1YIISSILE IMPACT' RATING..Large and- Small1lissile Impact Resistant. LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series 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 data -or- if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ' This NOA revises NOA No. 10-0510.12 and consists of this page 1, evidence pages B -1 and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI -DADE COUNTY, FLORIDA, PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 --2590 F (786) 315 -2599 n=1,, lamld ovigeral 3, BSc»' 12 ti ►9 NOA No. 11-1031.04 Expiration Date: September 22, -2015 Approval Date; _January12, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 1 0- 0510.12) 2. Drawing No. W10 -18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (L.M.L) ", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B ", dated 10/10/2011, prepared by A1- Farooq Corporation, signed, sealed and dated 1/13 /2012 by Javad Abmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked .up drawings and installation diagram of horizontal sliding- window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080 - 0102 -10, dated 06/04/2010, signed and sealed by Vinu 1. Abraham, P. E. (Submitted reader previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- -2007, prepared by AiFarooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) ...E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interiayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 7/17/2008, e pirin on 12/11/2013. aime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Dates September 22, 2015 Approval Date: January 12,2012 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2010, dated October 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Statement- letter of conformance, no financial interest and compliance with the FBC 2007, dated May 05, 2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10- 05510.12) 3. Laboratory compliance letter for Test Report No. HTL-0080- 0102 -10, issued by Hurricane Test Laboratory, LLC, dated June -04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) 4. Proposal No. 09 -0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. ( Submitted under previous NOA No. 10- 0510.12) G. OTHERS 1. Notice of Acceptance No. 10-0510.12, issued to CGI Windows & Doors - for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.L ", approved on 09/22/2010 and expiring on 09/22/2015. Jaime D. Gaseon, P. E. • Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22,2015 Approval Date: January 12,2012 E -2 111° 8° MAX. FUME WIDTH 28 s /s° - 10° MAX. MAX. . ►x/891. II II II II MTO. SIZES o �° itt HEAD /SHJ. �I H �' ri n O II FALSE amnia ComoCE ) 32 7/8° - 32 7/8° O.L. OPti 38 3/8' CENT OR LTIE'S & MTrl DJ- oPrl AT t CENTER SEE NOTE (I) ON SHEET 2 FLANGE & FLANGE ADAPTOR FRAME fl ii © u II �� 'I ig ARIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW II 0 11 it II II II II II itt fl ii © u II �� 'I ig ARIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW EQUAL LEG FRAME DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLUNG WITH OTHER MIAMI -DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 241 BEIWEEN. • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRO OF HAS BEEN E FLORIDA BU INCLINING HIOB VELD TT( ZONE (HN4Z). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS US1ED, SPACED AS SHOWN ON DETALS, ANCHORS EMBEDMENT TO ET4SE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING OONDTTHONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL.. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT UMRED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA %DG. CODE SECTION 2003.8.4. (sheet 1 of 11) 0 11 it II EQUAL LEG FRAME DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLUNG WITH OTHER MIAMI -DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 241 BEIWEEN. • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRO OF HAS BEEN E FLORIDA BU INCLINING HIOB VELD TT( ZONE (HN4Z). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS US1ED, SPACED AS SHOWN ON DETALS, ANCHORS EMBEDMENT TO ET4SE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING OONDTTHONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL.. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT UMRED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA %DG. CODE SECTION 2003.8.4. (sheet 1 of 11) DESIGN LOAD CAPAt2TY - PST (KO OR 0% 8r) LTANGE DING. BUCK D1Ai8. WASS R!PTS'A &Ai' was TM wb'81' WIDTH HEIGHT WESIH 10.0HT' EXT.( +) OTT.(-) EXT.( +) INT.( -) 20.1/2' 25 -1/2' 85.0 860 80.0 90.0 31. 26„ 38' 25" 65.0 85.0 _ 80.0 90.0 83-1/8" 52 -1/8° 85.0 85.0 80.0 90.0 74° 73° 68.0 85.0 80.0 90.0 28 -1/2° 25 -1/2° 37- 3/8';_ 85.0 60.0 80.0 13.0 37' 38 -3/8° 38' 37-3/8° 65.0 85.0 4 90.0 53 -1/8' 80 -5/8° 52 -1/8' 49 -5/8' 85.0 88.0 60.0 90.0 74° 50-5/8' 73' 49 -5/8° 85.0 85.0 80.0 90.0 28 -1/2° 25 -1/2' 83.0 65.0 80.0 90.0 3Y �b /e. 38° 0_8/r 65.0 65.0 80.0 80.0 83 -1/8" 63° . - 52 -1/8° 62° 85.0 65.0 80.0 90.0 34' .' 73' _J15.0_ _6L0 80.0 90.0 28 -1/2° 25 -1/2' 86.0. 85.0 80.0 90. 37° sr 38' Or 85.0 85.0 80.0 90.0 53 -1/8° 52 -1/5' 85.0 85.0 80.0 90.0 74° 73° 80.2 80.2 74.3 74.3 74' 83' 73' 82' - - 80.0 90.0 * II'1YP. DESIGN LOAD CAPACITY - P82' (80% SI280) FLANGE DIS8. BUCK DM. OLIO TRW.'A' &Al' OL8817P65 WSW WDTH HEIGHT WIDTH HEIGHT EXT.( +) NU-) EXT.(+) INT.(-) 74 73" 85.0 85.0 80.0 90.0 108 -1/4° 28° 105 -1/4° 25' 85.0 85.0 80.0 90.0 111' 110' 55.0 88.0 80.0 90.0 74' 73' 85.0 85.0 _ 80.0 90.0 L001.4°135-3/6" 105 -1/4" 37- 3/8';_ 65.0 65.0_, - 80,0 90.0 111° 110° 85.0 85.0 80.0 90.0 74' 80 -5/8° 73' 49 -5/8' 65.0 85.0 80.0 90.0 105 -1 /4° 50-5/8' 105 -1/4' 49 -5/8° 85.0 85.0 80.0 90.0 111° 110° 65.0 85.0 80.0 90.0 74° _ 73" 85.0 05.0 80.0 90.0 106 -1/4° 63° . - 105-1/4° 62° 61.8 81.8 782 78.2 111" 110° _ 80.0 60,0 : 78.4 78.4 100 -1/4" 105-1/4° - - 80.0 90.0 * 111° MS" 110" Or - - 80.0 90.0 * ADDL. ANCHORS REQUIRED AT CENTER OF LRES AND HTO. ST9.E pax OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' BUCK 0146 FLANGE FRAME FLANGE bees OPERATING VENTS 70 SE 1/3 OF THE WINDOW WIDTH BUCK 0018 'XOX' EQIJPL_LEG FRAME ,1 DL181GN LOAD CAPACITY - PSF ( %0% 61225) FLANGE DAIS. BUCK DIMS. 61969 THIS %' &'M* SIMS WNW 'Bl&Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.( +) WT.( -) EXT.(+) WT.( -) 74' 73' 65.0 88.0 80.0 90.0 108 -1/4" 28° 105 -1/4° 25° 85.0 65.0 80.0 90.0 111" 110° 85.0 65.0 80.0 90.0 74" 73° 85.0 85..0 80.0 90.0 108 -1/4° 38 -3/8" 105 -1/4° 37 -3/8" 65.0 85.0 80.0 10.0 1.11' 110° 05.0 65.0 80.0 90.0 74' 80 -5/8° 73' 49 -5/8' 65.0 85.0 80.0 90.0 74' 83' 73° 82' 85.0 85.0 80.0 90.0 (1/ W (I /2W) (1,48) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH EQ.-Mirk.-804 LIMIT MX. LOAD TO *65.0 PSF 'XOX' z O ZZr FLANGE & FLANGE ADAPTOR. F?*AtIE EQUAL LEG FRAME T -� -�'' NOTE: GLASS. CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT MAW-DEC-219 drawing no. W10 -18 (shoot 2 o111) DESIGN 1068 CAPACITY - P88' (X0 OR OX SUES) BUCK DIMS. Gi.OS Ma 'A'k'Ar' O8188 WE `B' &`Br WSI1H HE931iT EXT.( +) 941.( -) Exr.( +) INL( -) 25 -1/2° 88.0 OA 80.0 80.0 38' 20* 65.0 65.0 80.0 80.0 82 -1/8° BBA 85.0 80.0 80.0 73" 65.0 85.0 80.0 80.0 25 -1/2° 37 -3/8" 85.0 65.0 80.0 80.0 38° 37,.,3/8. 85.0 65.0 80.0 80.0 82 -1/8' 46 -8/8° 65.0 6.0 80.0 80.0 73' 49 -8/8" 85.0 65.0 80.0 80.0 28-1/3* 85.0 85.0 80.0 80.0 36* 49 -5/8° 85.0 250 80.0 80.0 52 -1/8' 82' 80.0 65.0 80.0 50.0 73" 65.0 65.0 80.0 80.0 25 -1/2' 850 85,0 80.0 80.0 38" 62* 88.0 65.0 80.0 80.0 52 -1/8" 68.0 65.0 80.0 80.0 73° 60.2 602 80.0 80.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX' DESIGN LOAD CAP C Y - P85 (X0X S£/ ) BUCK DIMS. OLD TUBE 'Al'AF 011425 TYPE '8' &'81' MOTH HEIGHT EXT.( +) 1E14 -) EXT.(+) W.( -) 73" 85.0 88.0 60.0 80.0 105 -1/4° 25" 85.0 85.0 80.0 80.0 110° 66.0 88.0 80.0 60.0 73° 85.0 80.0 80.0 80.0 105-1/4" 37 -3/8" ets.o 99A 80.0 Imo 110° 88A 68A 800 80.0 73' 46 -8/8° BSA 85.0 80.0 80.0 108-1/4° 49 -8/8" 65.0 85.0 80.0 80.0 110° 680 85.0 80.0 80.0 73° 86.0 88.0 80.0 60.0 105-1/4" 82' 81.6 61.8 80.0 00.0 110" 60,0 80.0 80.0 80.0 olio olio r. (1/3W) oPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'X0X' BUCK omo FIN FRAME STD. MTTG. RAIL: LIMIT MAX. LOAD TO *65.0 PSF DESIGN LOAD CAPACITY' - PSF (XOX SIZES) BOCK DIME. OM TIM °A' &'At' 0185 12125 B' &'BC WIDTH HEIGHT ou.( +) wt'd -) Ex1:( +) Sff.( -) 73° 65.0 65.0 130.0 80.0 100 -1/4" 25' 25,0 85.0 80.0 80.0 110° 85.0 85.0 80.0 80.0 73' 85.0 88.0 80.0 80.0 106 -1/4" 37-3/8" 65.0 68.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73" 46 -8/8° 83.0 85.0 80.0 80.0 73° 82" 65.0 65.0 80.0 00.0 7 (1/25) (1/4W) i a OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUC*'REVD#A fs4461101agw1Gathe149,144 Ne -I 01.01 FIN FRAM g NOTE: GLASS CAPACI 1ES ON THIS SHEET ARE BASED 04 ASTM Et 300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 vt '1 . $0.41$':$12 0 drawing rro W10 -18 (sheet 3of11) 1/8° ANN. GLASS 1 /8• HEAT STREWD GLASS .070• PVB INTERIATER .078° PVB INTQBAYER VA CEVA COMPOSITE BY '004UTIA A COMPOSITE BY 'SOLUII' OR 090° PV8 INTERLAYER .090° PVB WIERLAY20 SAFLEX WO BY 'SOLUTIA' SAP EX WO BY 'SOLUTYI' OR OR .080° SOP IVLERIAYER .090° SOP OLTERLAYER BY `DUPONT'. BY 'OLWONI' 1/8° ANN. GLASS 1/8° HEAT STREWD GLASS SILICONE OE 1200 � ( � GLASS TYP2 0/18° NOMINAL. LAM. OLASS 1/4° A81 SPACE 1/8° ANN. GLASS 1/8° ANN. GLASS SILICONE GE 1200 DOW CORN= DOW C � GLASS TYPE '13' 0/10' NOMINAL LAY. OIASS 070° P85 01ERIAYFSt WNCEVA COMPOSITE BY 'SOWT14 1/4' AIR SPACE OR .090' PVB INTERLAYER SAFLEX 11I0 BY 'SOLUTLA 1/8° HEAT STREN'O GLASS OR .090° SOP 9VTERLAYER BY 'DUPONT' 1/8° ANN. GLASS SILICONE OE 1200 DOW COMM 809 DOW =NM 898 GLASS TYPE 'A1' 0.70° OVERALL ISO . LAM. GLASS 1/8' HEAT SBREN'D GLASS .078° PVB O4TERIAYER VA EVA CCMF�'MURK TE BY 'MURK .090° PV8 INTERIAYER SAFLDI 00 BY 'S0 Uig1' OR .090° SOP INTER AVER BY 'DUPONT' 1/8° FEAT STREN'D MASS SILICONE GE 1200 DOW DM/ GIAS3- TYPE 'B1' 0.70. OVEWW. BFSUL LAY. MASS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & '01' MUST BE TEMPERED. 4141"U 8 4 drawing no. W10 -18 (sheet 4 oP 11) TYPICAL ANCHORS SEE ELEV. FOR SPAS FLANGE Sc FLANGE ADAPTOR FRAME TYPICAL ANCHORS: SEE ELEY. FOR SPACING 1/4° DIAL TAPCON BY 'ITW' (Fw120 K81. Fy.42 KSI) 1/4° DIA. ULTRACON BY 'ELCO' (Fuw.177 KS PP.-1E6 KSO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 S - OR SE F DI IOG SCREWS %SW 2 CRS) INTO MIAMI —oADE COUNTY APPROVED MULLIONS (MIN. THK. =.090") INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) nelg 11 EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. NTO WOOD STRUCTURE = 1" MIN. NTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SELL OR JAMBS Po = 3000 PSI MIN. 0-90 HOLLOW/FUE0 BLOCK 4 .dAM&S fm = 2000 PSI MIN. FLANGE & FLANGE ADAPTOR FRAME 1 88eumrl3oa LOO 8 suomago COX vaa Or/010 v uoldu3sap AQ axop ou atOMO-01./AINV-c0.400 I eusaiaeaaaaa).xva aosseascono-taa leLVICB vanicrut 'HARtliAl BAY Mt 'WS MOT ThEtilleICYBASCI leltIOOteke V SCOMPOOPIO NOUM210e1M00 tt0OUVAI-IV J z ma—*e o (m) XY4 ons—rse (aw) in ZL 1 .4 ItIVIYI 1.13211S MO ?AN 001.01 SbI000 P MONA ISO CsinXvs) MTh Mt es maws on ors WOVO% a toe *to ga Xi& ISID:18 LO-OZ-20 aim 6" 01 .3 CO 1 dot 1041-jeit WO "TO ssossgan 1§ S¢ a:lma±�'aro�o e c c S S mm.laa+uN...o 2 m R I i I t 11 22R02 1 p : P+ y f�i 4 (� y1§ + N I i+ R 1 41 OR p m 1 1 1 1 1 N" 1��f1 G Ip ( 1.. m O� I� iii P A J0661 I � I( SA GIN-909 COI -110 _p i p I Ip V 01 IQ p_ q .P p 1 I 6 N 41§ Vb 4 MM. RAIL 2 PER ANULE f , A\ O i O m 11 o_ ¢ g r- F)1 1 1 I M Q SQ/ X Q 1 8 1 1 1 f 11 1 I I I I I I I I 1 1 1 1 I I I 1 f I j 10 X 4° Lo. PHL PH. SMS. SP/ST. AMY MEETING RAIL ® 10 X 8/8. L0. PHA P0. SMS. ST/ST. ANOINT SCREW 8 m X x �� 0 0 om Fix 0 / 8 X 1 1/2° to. PHB. P0. S16. FAN ANCHOR SCREfA 9 8 X 1/2° P0. se. sr/sr BALANCE &Amu SCREW p x a ; r A 1 1 SASH CAM (8/T 8NANCE) HB -PLO WEEP COVERS 1^ 11 jTx� 1 Will 2 1 1 ©i q i PRC ECTO WRAP WATERPROOFING EQ11Pl. ROLLER TRACK X11 ZS g ifi / i I kit l P t e i 111 i 1 a 1 1 0.700° GLAZING 8EAd 1 F€ i;11 p I1»ISRHON I 1 1 1 1 1 I c7 -d i) 411;;131111 d 4 f I f ! ! I g I Ig Il a 1 1 1 1 1 1 1 1 PROTOTYPE OR EQUN. TRUTH OR EQUIV. 1 g E Ig 1 1 1 11 IHjuIuIIIIIIiIIIIIIIi SONS 121 31111115. AM KM. MIR COI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 /EL (305) 593 -8590 FAX (305) 593 -6392 AL- FAROOQ CORPORATION a ENGINEERS &DEVELOPMENT f 12.48 S.W. 87 AVE mum, FLORIDA 98174 TEL (8118) 29681.00 FAX. (505)282918 C - - -- COMP-AM-WI 0-03C01 2.440 2.440 2113 1.015 .490 III .120 .050 TYP. .884 9� ttive. g. 2101 .- i v "1 18� .050 1 NAIL 1.880 .705 I .� tta. SBa 706 z 0 c n p� i� u' .`� 'C 5 2.348 1.801 1.301 1 Yl0 A89 7YP. I L . tYP. 1.047 1.396 FIN ADAPTER O 5/18° GLAZING BEAD O .700° GLAZING BEAD E4 065 1YP• 1.388 ,745 MEETING RAIL M 1.015 - FRAME 1.155 - a 1.155 1.385 180 1.449 293 l 1.015 / FLUSH FRAME HEAD t3 FLANGE HEAD 1.4986� .0� 1.015 1.015 - 1.788 Y086 YP. 2284 FLUSH FRAME COVER 1.413 SCREW COVER 4.430 -1.140 3.834 1.140 L t2aM1 1 .015 --_i 1.043 1 x,. i (( 086 iw. < _ 3.185 j ]]] .088 7YP. 2.0� 1 fi 1 110100 N.W. 25TH STREET MIAMI. FL 33172 TEL (305) 583 -8380 FAX. (305) 883 -6592 r I - LOCK SILL FILLER RAIL 1.786 1.450 .159 2.440 O FLUSH FRAME 561 r 2.310 1 .220 FLANGE ADAPT 2.440 FLANGE FRAME SILL 1 .019 -�-� RAIL 2.737 2737 0 ALT. ,..4433 LOCK .. 2513 2.505 � L i.J 2.913 . g $ Q 1.892 TYP. 2.195 1.000 .9111 3.237 1.016 F 590 .991 2.737 S FLUSH FRAME JAMB (MOANING) FLANGE FRAME JAMB (MOVING) 1'043 HANDLE RAIL B N .811 - - .811 - s fa 2.505 ` i 955 lra. 2.505 0851rn. J 1.025 o .. U 4 I 1108,a99 ate, • -h r •Y'oe82 - A 'may 2012 > GnucrREVISED waht9erbd x jy T!�'?t�?"C ��� .' -c *-- - 1 .015 Ia. 1.015 �l j____, .745 L /FLUSH FRAME 800 1.245 JAMB (FIXED) FLANGE FRAME 1000 1745 JAMB (FIXED) drawing no. W10 -18 1 .015 SASH RAIL (8 ,10 of 11) 2. om OD 0004 93 -28-10 esox 1/2" . t• revisions: A 9594.10 N0 coma 005 *Mit 8 10.10.11 80 910505 THIS O4PEW ME 120 ETRE1. Mi I HOWL SUM 1191. (01U.j(f.M,L) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-5890 FAX. (305) 593 -6592 AL- FAROOQ CORPORATION ENGINEERS & PRODUGEDEVELOPMENT 1238 B.W. 87 AVE M AM , FLORIDA 931.74 TEL (305) 2664/0190 FAX i08) 2626978 co P— AIa \w10 —o3c ) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25"' Street Miami, FL33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform- in the accepted manner, -the manufacturer will incur - expense of such testing-and-the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to -meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "110 Sentinel"Aluminum Single HungWindow — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-43, titled "Series 110 Sentinel Alum S.IL Wdw. (S.M.I.) (L.M.I.) ", sheets 1 through 9 of 9, dated 02102/10, with revision A, dated 08/13/10, prepared by Al— Farooq- Corporation, signed and sealed by Javad Ahmad, R. E., bearing -the Miami Dade County - Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile'mint Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, 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 affectingthe performance of this product. . TERMINATION of this NOA will occur - afterthhe expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10- 0510.11 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 Miami, Florida 33175 -2474 T (786) 3t5 -2590 F (786) 315 -2599 . www.miamidadesavtperat NOA No. 11-1115.00 Expiration Date:_ September 22, 2015 Approval Date: January 12, 2012 Page "1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -03, titled "Series 110 Sentinel Alum S.H. Wdw (S.M.I.) sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of series "Sentinel" single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080-0101 -10, dated 02/03/1-0, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous 14113A# 10- 05IO.J'I) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by Al- Farooq Corporation, dated 04/26/10 and updated on 11/04/11, signed and sealed by Javad Ahmad, P. E. 2, Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemonrs & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25 /11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their " Saflex Composites Glass Interlayer with PET Core" dated 02/25 /09, expiring on 12/11/13. Manuel .. n. .E. Product Cont Cr NOA No. - ' .06 Expiration Date: September 22, 2015. Approval Date:. January 12, 2012 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -20.07 and FBC -2010 and of no financial interest dated 10104/11, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.1I-- 051014) 3. Proposal No. 09 -0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10 -0510.11) G. OTHERS 1. Notice of Acceptance No. 10-0510.11, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 110" Aluminum Single Hung Window -- L.M.I. approved on 09/22/10 and expiring-on 09722/15. *-2/illot/Ute,e6)/ Man'" E. Product Control If deer NOA No. 11- 15.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -2 53 1/8" 8° MAX. CORE k WIDTH 47 7 /i8" D.L.O. (FIX. UTE) 8" ** Q HEAD/SILL HEM II 11 11 11 ii 11 ,,:., iii II / ii OI ill II s 47 7/16° O.LO. (VENT) 50 1/4" (F(ALSg�EpG�RINIMIS tp5ro A,. APPLIED) 1 VENT 1NDTH NGE & FL&NGE ADAEEQUF AME 1 5 1/2" MAIL HEM /S61 CORNERS 52 1 BUCK WIDTH 52 1/8" 47 7/I4" DLO. (FD(.! 20 9/W ** HEAD/ HEM I; I II t II it t-'v ■ it �1;1.i{ j — —" II II OIf I" ft -- A ;; 11 ,gym it II 11 1 11 1 /, 11 ii '7 II i; i� 47 7/16` *-- DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —ME COUNTY APPROVED MULLIONS IN SEMEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND ,EItp TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA HIGH HURRICANE ZONE (111/HZ). G 2007/2010 EDITIODI INCLUDING WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS ALL BE AS LISTS% SPACED AS SHOVO4 ON DETALS, ANCHORS EM13EDMENT SH TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED ITNt}DESIGN OF ANCHORS MO WOOD 019.Y, MATERIALS CONTACT �THER BUT NOT DISSIMILAR STEEL/METAL SCREWS, THAT SHALL THE REQUIREMENTS OF 2007/2010 FLORIDA MG. CODE SECTION 2003.8.4. D.LO. (VENT) 50 1/4" VENT VENN (F(ALSE MNALACE APPLIED) 14—* EQUAL LE( FRAME ADORIONAL ANCHORS ARE REQUIRED WHEN THE DEMON PSURE IS GREATER THAN > 75 ;PSF CENTER ANCHOR REQUIRE] WHEN SPACING EXCEEDS 2018/10° a 8 1/2" MAX. FAISSE MOMS (sUR A OPTIONAL TYPICAL ELEVATION D.L.O. (FIX. LITE) 20 9/16" ** MAX. HEM it II 11 1 11 1 /, 11 ii '7 II i; i� 111 VENT WIDTH FIN FRAME LAMINATED GLASS • INSULATING LAM. GLASS SMALL MISSILE IMPACT LARGE MISSILE IMPACT drawing no. W10-03 ehaet 1 of g ramo— OCM \1NV —cW Oo 3 e 'lases vaI ow UMW SAV £8 MS9ET.G ANEMMCCIEIAM .LOlaoad c8 SUMMONER Nouvaodaaa boos w-` v maatss (sae) xv4 ons -ees Co) s -a ZL1f£ I9 WOW 174/41q WO 'M'N 00101. si0oa SMOONIM 190 (mi) U'ns) MaM +rs nniv INNIS 011 EMS ma - Km 84040114 114 Baal Iv NQ O aaiiiii 1 Mina imam 11 t ; ; ;$ ;$ lisle ; ;; t e ggqggggoqc�gg IONS ell MN* ON gQ ar¢cso r .L m Xi{ } I O 01.-m-Z0 mil. I a i imam ; ; ; ;$ ;$ ; ; ; ;; ;111 e ggqggggoqc�gg R R R to n R qqggo' R k;; o9gggggyygg0oggggggggo F R R R R R R Il I: R R;; ;; - I- li;;.{:;1;; ; 9 ; °n 9g ;k �3 kl p9gg ;0;; 9q sf:Ri4iEn1.°I.°i°IW 9q9 g $ 4 11 12 1.1 i, L, i +i 7 i +l I S s i3 a j" 7,, i i i .1 i 1. ; 1 ai b gi ie b ie t .4i vi lib is idihi MOMS z 1/8" ANN. OLASS 1/8" NEAT • MERIT CLASS ors" PVB INIERLAYER vANCEYA COMPOSITE BY •SOI.UAA OR .090" NO INIERLAYER SAND( EG BY 'SWUM 0R .090" SOP INTERLAYER BY 'DUPONT' .075° P140 INTIMATER V*NCEVA COMPOSITE BY 'SWILL!' OR .090' PVB IMERLAYER SAFLEX m0 BY 'SCUM OR N>90" SOP INTERLAYER 01' 'DUPONT' 1 /8° AM. GLASS 1 /8" HEAT SIREN'D GLASS SILICONE OE 1200 DOW CORSON; 899 DOW CORNING 995 GLASS TYPE 8 /1B' oYERALL L. OIASS (L.M.I & S.M.I.) SILICONE GE 1200 DOW CORNING 899 DOW CORNING 999 GLASS TYPE 'B' 5/16" OVERALL LAW GLASS 1/4' KR SPADE 1/8" ANN. GLASS 1/8" ANN.. GLASS .075" PVB INTER AYER ,•,.,,- YYAANOEVA COMPOSITE BY *SOMA* .090" PVEI INIERLAYER sAPLE% *0 BY 'SGLIAIK OR .090^ SOP INTERLAYER BY 'DUPONT° 1/8" NN. GLASS sILICONE OE 1200 �CORM 899 CORNING GLASS TYPE 'Ai' 0.70° OVERALL INS& III. OLASS 1/4" ALL SPACE 1/8" HEAT STRENV GLASS (LILT ONLY) 1/8" HEAT STREI0D CLASS .075" PVB 1NTERIAVER VANCEVA COMPOSITE BY `SOLUTIK OR 090" PVB INTERIAYER BSN'LE% 1*0 BY 'SWUM• OR 090° SOP 04TERAYER BY 'DUPONT' 1/6' NEAT sTRE$'D OLASS SILICONE GE 1200 DOW DOW GLASS TYPE 1B1' 0.70" OVERALL. INSUL L.M. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. 0 u g ;El 0 drawing no. W10 -03 (sheift 3 of } FLANGE & FLANGE ADAPTOR FRAME 2 3/8• IWi. 2 3 /s" 1611. k WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE Sr. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL A1WHORS: SEE ELEV. FOR S'AC244 1/4* DIA. TAPCON BY 'SW" (Fu-m!1 KSi, Fre2 KS) 1/4* DIA. ULTRACON BY 'ELCO' (Fu..177 K4 Fr.152 KSO INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #14 egg OR c_Fi F OISWNG SKEWS (csRFOE 2 cam) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8003 -T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,#14 SMS OR SELF ORN I BG SCREWS (al 0E 2 cRR) INTO MIAMI -DAbE COUNTY APPROVED MULLIONS (MIN. THK..° .0901 (140 SHIM SPACE) .321CA EMS 1/1519 GE INTO CONCRETE AND MASONRY ® 2* MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. CONCRETE AT HEAD, SILT. OR JAMBS Po - 3000 PSI MR C-00 HOLLOW/FILLED BLOOK AT JAMBS ern w 2000 PSI MIN. d zd ;8.4! 5 sheet 4of9) ,/4• mAx. FLANGE & FLANGE ADAPTOR FRAME SRNS INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. 4 drawing no. W10 -03 ( sheet 5 of 9 ) tSERIES 110 SENTINEL ALUM S.H. VANI4S.M.1) (LILO COI 'WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 (305) 593-6590 FAX (305)893-6892 AL-FAROOQ CORPORATION a BEDROOMS /A PRODUCT DEVELOPMENT 2235 S.W. 87 AVE MIAMI. FLORIDA 333.74 159 .(308) 2648100 PAX. (305) 252,8978 f COMP-ANLcil 0-03031 zese -¢ea (o) xv4 oe -sos (sot) -at. U.= 13 'WMI 133?11S H1SZ 'M'N OO1O1. S>:IOOG '8 SMOONIM 100 (rrn) (11fs)' 'HS rsrw 13NUNIS oil S3E3s 110xO/,x mw-dPO 81.694:0C WOW'xvd oaass9Z MOO 'MU ` %Mee valliO1.i 'swum 3A1/ 48 1W9 9E= t ,1.Nmwa013ra0 .0aa 's StEENreal9 NO1 VIiOdUOa booth* iv e sese -s6g (sue) xra Asa -sa tom) TiL ZL1.££ 1.4 W4V W J33211S H1.0 'MN OOLOL S21OOO P SMO17NIM 100 TYn) (rers)'MaM Trs rim -mums OR S3REIS at -LO-ZO wsp 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i B81 OR EQUN.. BM OR MUM. ligill TRUTH OR MUM. PROTOTYPE OR MN. ii : 1 1 1 i i iili" ii i iii 2 i 2 1 1 1 1 1 1 1 2 1 1 1 1 gl y,� g SASH RAB. 8/18' own BEAU hhiil {yg T 1 I 1 1 g i 14 jj E ; $ i I 'a 6g SASH CAM (B/T BALANCE) B/T BAtARCE TARE OUT CLIP WEEP COVER 1 id / 10 X 1 1/4" LO. PHI. PH. SMS. ST/Sr. ASSEMBLY SCREW 1 ®8 X 1/2" PH. NS. ST/ST BIOME BRACKET SORER_. -_ 1: a4 is Se mg 1 gk EE ^ fyyC S` y,y� pCy� i yCy�� S N ^ nn i yy 6 S` R`� N N< y2 3 $\ N IA ` 8` tY PI N,. 1 2 OR 3/CORNER I 4/ WOW. R 1 i 8 s 1 NN: COI -110 001 -138 N! INIii: tl i , 1 g 1 1 1 ' I W qq qq pp pp^^ e o O N V H -yy i g ii y^ N n a w 0 i m i3 M SS F 0 0) R. .ee a. date 02 -C2_10 No* ,/2' m ,' dr. br t4,J P any br SIBS 110 SENTINEL ALUM S.H. W0W.(S.fu) PLO 1 CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI. FL. 33172 TEL {305) 593 -8890 FAX. i3 593 -0592. AL,- FAROOQ- CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1233 S.W. 87 AVE MIAMI. FLORIDA 333.74 719.4309) 25441.00 FAX. (305) 2829978 f Ci 01352- ANL \W,O -0304, DEPARTMENT OF PERMITTING,ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wan. midade.eovinerel CGI WINDOWS AND-DOORS,-INC. MOO NW 25-Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentine115Q " -- Aluminum -Sliding Glass Door w/ wo Reinforcements L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev D, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 16 of 16, prepared by Al- Farooq Corporation, dated 05/20/10 and last revised on JAN 13, 2012, signed and sealed and by Javad Ahmad,P.E, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large ant-Small Missile Resistant Limitations: 1. Pocket wall is not part of this approval. 2. See Design Pressure table sizes Vs glass types, Interlock reinforcing and anchors Lower capacity ontrols. 3. Max shim not to exceed %z" at head and %" at sill (w/ High strength poured & hardened grout). Anchor B directly into conc. at head shall meet min 2" embed & directly into conc. At sill shall meet 1 -1/4" min embed LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11- 1031.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. I APPROVED NOA No 12- 0119.04 l xpiration Date: September 22, 2015 Approval Date: March 22, 2012 Page 1 CELVEROIS_AtIERQQA§LM NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file # 114031.05 /11- 0303.02) • 2. Drawing No. W10=31REV D, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 16 of 16, prepared by Al—Farooq Corporation, dated 05/20110 and last revised on JAN 13, 2012, signed-mxlealed and by Javad Ahmad, P. E. Note: This revision consists of only note correction reference to FBC 2010 in sheet 1. B. TESTS (transferred from file #11- 1031.05 & 11- 0303.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. ITL- 0080 - 1208.090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. C. CALCULATIONS 1. Statement letter of conformance to FBC 2010, prepared by Al Farooq Corporation, dated OCT 06, 2011, signed and sealed by Javad Ahmad, P.E. 2. Anchor -verification calculations and structural- analysis,-complying with FB-C 2007, prepared by A1- Farooq Corporation, dated 03/03/11 and last revised on May 25, 2011, signed and sealed by Javad Ahmad, P.E.(transferred from. file # 11- 1031.05 /11- 0303.02). 3. Glazing complies w/ ASTMS- 1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07=1116.04- issued to E.I. DuPont LTeNemou rs & Co., Inc. for their "DuPont Sentry Glass © Plus ", expiring on 01/14/12. 2. Notice of Acceptance No. 1224.04 issued to Solutia Inc. for their "Saflex Composites Interlayer w1 PET core ", expiring on 12/11/13. 3. Notice of Acceptance No. 11-0325.05, issued to Solutia Inc for their "Saflex clear & color Interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter dated Jan 13, 2012, of FBC 2010 reference note correction, prepared, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance to FBC 2010 and `No financial interest", prepared by Al Farooq Corporation, dated OCT 06, 2011, signed and sealed by Javad Ahmad,P.E.( in file # 11- 1031.05) 3. Statement letter of conformance to FBC 2007 and letter of no inancial interest, prepared by Al Farooq Corporation, dated 03/01111, signed and seam by Javad Ahmed, P.E. (transferred from file #11- 1031.05 / 11- 0303.02). 4. Lab Compliance statement, part of above referenced test report. G. OTHER 1. This NOA revises NOA # 11- 1031.05 (11- 0303.02), expiring on Sep. 22, 2015. 2. Test proposal # 09- 1073, approved on Nov. 05, 2009 and E -mail test proposal dated 07 -19- 2010, approved by BCCO. E -1 1.sL t .■.‘A*-. tong L Chanda, P.T. Product Control Examiner NOA No 12- 0119.04 Expiration Date: September 22, 2015 Approval Date: March 22, 2012 FALSE MUNTV4 OPTIONAL 282 13/18° 42 1/8" D.L 0120. ANCHORS W PAIRS AT HEAD/SILL/JAWS FRAME WDTH ADDL. PAIR OF ANCHORS FOR WOOD 24STAUATIO*S ONLY SEE CHART ON SNEET 8 FOR CPACRY in ii 11 it // ,/. a ,/ , 1=1 1- ti ,i ;f 1 I7 ,, 1 „ � 11 11 11 41 1. 0 �� ,/ , 0 // ,/, 41= 0 — // ,/, a POCKET JAMB (SEE SHEET 4 & 8 8• & DETAIL ON 1 0) /{3/p” SHEEP 13) 1 8 "1 1 8° (2) 9195 -3/43/18' THESE DOORS ARE RATED FOR LARGE & SHUTTERS ARE NOT REQUIRED. SMALL MISSILE IMPACT. i R '.T 1Y91,1?1 • .iv 11,1E • " I • 1 APPLICABLE EGRESS REQUIREMENTS PER BY BUILDING OFFICIAL FBC TO BE REVIEWED THIS AND LCREQUIREMENTS OF THE FLORIDA ORtA BUIIN t M CUDIG HIGH VELOCITY HURRICANE ZONE (FMHZ). 18Y OR 2BY WOOD BUCKS BY 0 E . MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRU ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 02 Stucco. ANCHORING OR LOADING CONDITIONS NOT SHOWN 24 THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMTTED TO STMMETAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS, USE CHARTS AS FOLLOWS. �1 STEP 3 STEP 4 42 1/8" D.L. CPO. 48 1/8" PANEL Um 8" 8° 8° 8" (4 x&3 /4 af/1C (2)1R8'SS-3/4 d/1e { 111...221:1242 D.L0 HEIGHT m DOOR HEIGHT - 9 11/18" 0.LO. WIDTH = PANEL WIDTH - 8" AATED GLASS AND TED INSULATING GLASS * /SMALL MISSILE IMPACT DETERMINE DEMON WIND LOAD REQUIREMENT BASED ON WIND VELOCm, B1DO. N OKT. WIND ZONE USIHO APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FOR THE GLASS TYPE AND REWORDING TO USE. GSM (INRTS ON SHEET 8 SELECT ANCHOR OPTION WITH 05340N RATING MORE TNAN DEMI LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RID3ULTDNG FROM 5TEP5 2 ANN) 3 S AU. APPLY TO ENTIRE SYSTEM. drawing no.� W10 -31 (Sheet 1 of 1 8) fr co 19' MAX. 16' MAX, I 76' MAX. 18' MAX. SEM 150 S NIBS AUX SUMO CUSS DOOR (MAC COI WINDOWS & DOORS 10100 N.W. 25T11 STREET MIAMI. FL 33172 1EL (305) 593 -8590 FAX (305) 593 -6592 AL- FAROOQ CORPORATION ENQINEER3 & PRODUCT DEVELOPMENT 2296 S.W. 87 AVE MIAMI. FLORIDA33174 M. {80872848300 FAX. 07OS) 2638878 f c 00MP- ANL \W10- 31CGI. II II II II II II II II II IF ll I I -- LL I' II 1f II II . try Ii is \ i - . e ^ lik M 4 HANDLE a. Q N g 4 1 - O � i gfiiP Ph ' M ki i WP 19' MAX. 16' MAX, I 76' MAX. 18' MAX. SEM 150 S NIBS AUX SUMO CUSS DOOR (MAC COI WINDOWS & DOORS 10100 N.W. 25T11 STREET MIAMI. FL 33172 1EL (305) 593 -8590 FAX (305) 593 -6592 AL- FAROOQ CORPORATION ENQINEER3 & PRODUCT DEVELOPMENT 2296 S.W. 87 AVE MIAMI. FLORIDA33174 M. {80872848300 FAX. 07OS) 2638878 f c 00MP- ANL \W10- 31CGI. 11111111 000 r- as Er i Poor L J SEW 155 MEI AU51 SUM t11SS DOOR O.10.111.) COI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 1F1. (305) 593 -5590 FAX. (309) 593 -8892 AL- FAROOQ CORPORATION a ENGINEERS &PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAWB, FLORIDA 33174 TEL (308) 2848100 FAX. MOSS 2826978 COMP ANL f c 00 xo SHOW) ox 1 xx oxo (s Oxo (REVERSE) oXXo XXXX(SSSW!) APPROVED CONF1GUR#TIOMS NON —POC tiED.. DOORS (REINFORCED WOW) TWO (2) TRACE 'd! V�rX1 a I x8 (sheet 5 die) _POCKET c1Y NOT BY COI NOT PART OF MS NOA 000R FRAME Wtt1TH EXTERIOR PX (SHOWN) XP DOOR FRAMs; RIM H i L i r L_ 1 POOKET$ ARE NOT PART OF THIS APPROVAL MD TO BE REVIEWED BY A10. EXTERIOR PXX( XXP L DOOR FRAME MOIR PXXP J r— r— J EXTERIOR DOOR FRAME RON =tie' M MG PXXXXP DOOR FRAME WM EXTERIOR PXXXX (SHOWN) PXXXO XXXXP OXXXP APPROVED CONFIl3URA71ONS ESOCKE3FD DOORS (NON — REWORDED SHOWN) MAO—TRAM get 0 (sheet 6 0116) - li immil 1111,..E. molii,,i111111 =tie' M MG PXXXXP DOOR FRAME WM EXTERIOR PXXXX (SHOWN) PXXXO XXXXP OXXXP APPROVED CONFIl3URA71ONS ESOCKE3FD DOORS (NON — REWORDED SHOWN) MAO—TRAM get 0 (sheet 6 0116) 8 EXTERIOR dabg 65 -20-10 (mole 3/6. ° ,• ) Mk. Ede D 10.10.11 -REV PER BCCO COMMENTS O ERUNE8 MORO R. PER MO COIIM BS NO 0651E 1165 SHEET' ffft eases asses fffflf sasses "Sc-,I a ,I 8 1 8 a 0 8 b 8 a a a a a a 8 b a a a a a a a 111 1 SKRIS 153 MEL RUM SUDS GOSS DOOR DILL/SILL) CG1 WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 65 (303) 593-6590 FAX. (305) 593 -6592 AL- FAROOQ CORPORATION a f ENGINEERS & PRODUCT-DEVELOPMENT 3230 S.W. 87 AVE MIAMI FLORIDA 932.74 765 (9067 28485.00 FAX. (301) 26&6978 ♦ / COIF ANL W10 -31(X6 TYPICAL ANCHORS IN CLUSTERS & INTERLOCK ENDS ERL a�• .FT lUANITHEB':. 2BY WOOD BUCKS SEE NOTE SHEET 1 TYPICAL. ANCHORS IN CLUSTERS AT MIT. STILE & INTERLOCK ENDS SEE CHART FOR 1BY WOOD BUCKS SEE NOTE %TEST 1 TYPICAL ANCHORS IN CLUSTERS AT N10. STILE & INTERLOCK ENDS SEE CHART FOR OUANORES TYPICAL IN C AT MRO. STILE & INTERLOOK ENDS SEE CHART FOR QIMNTITIFS EDGE DST. METAL 6 ANCHOR TYPE A INTO 28Y WOOD BUCKS OR WOOD STRUCTURES TYPICAL ANCHORS; SEE ELEV. FOR SPACING ANCHOR TYPE A THRU 18Y WOOD BUCKS IN'tO 3 KSI CONCRETE ANCHOR TYPE B DIRECTLY IRO 3 III CONCRETE ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MUUJONS WOOD BUCKS AND METAL STRUCTURES NOT BY 00I WINDOWS MUST SUSTAIN LOADS IMPOSED BY OIA21NO SYSTEM AND TRANSFER THEM TO THE BURDINO STRUCTURE. TYPE A- 1/4° DIA. ULTRACON @Y 'ELCO' (Fu.177 Kst. 6.-188 THRU 1BY RICKS INTO CONCRETE 1 -1/4' MIN. EMBED INTO CONCRETE TIRO 28Y BUCKS MC CONCRETE 1/2° MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4° DIA. ULTRACON BY 'EL( 10' 042.177 KTK, 13.1ss Ks) DIRECTLY INTO CONCRETE 2° MIN. EMBED I. TYPE 'C'- ,414 ,(TOR saE ORIL (RIME 2 CIS) IIT0 MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. IRO METAL STRUCTURES STEEL.: 1/8" THK. MIN. (Fy a 38 1(01 MIN. ALUMINUM : 1/8° Tilt. MIN. (8083 -7S MIN., (STEEL. IN CONTACT WITH ALUMMKIM TO BE PLATED OR PAINTED) .n r._. - ...- ._. -AT JAMBS-- ._._.. ,._. -.-I TYPE W- 1 /4" DIA. ULTRACON 0 'ELCO' (Fu..1n KM, 24-166 K51) INTO 2BY 53000 BUCKS OR 53000 STRUCTURES . . 1-3/8' MIN. PENETRATION INTO WOOD I1 11 �"` -.AT BILL - . - f TYPE '8'- 1/4° DIA. ULTRACON BY 'E100' (Fu.177 KB, y158 KB)' 7 DIRECTLY INTO CONCRETE • 1-1/4' MIN. EMBED ANCHOR TYPE B ORECTLY IRO 3 KSI CONCRETE POURED & NO-ME7 STRE14NGTH STRAIT Pa- MOO PSI MIN. MUST TRANSFER LOADS TO STRUCTURE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR OU /4111ES THRU 18Y =KS INTO C0NC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY ( TYPE '8'- 1/4' 0IA. CLTRACON BY 'ELCO' (FwA77 KB. F1.185 160 DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIL EMBED INTO CONC. OR MASONRY 'TYPE 'F'- 114 8MS t1R -3.EMO1 SGBE c (cow 2 0ws) BITO MWMI -DADS QOUNTY APPROVED MULLIONS (1/8" THK. MIT.) f INTO METH. STRUCTURES STEEL : 1/8" THK. MIN. (Fy a 38 SCSI ALUMINUM : 1/8° THK. MIN. (8083 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED} ' ;Imo INTO CONCRETE d 2 -1/2" MIN. IRO 8000 STRUCTURE - 1° MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT 4960, SILL. OR JAMBS Pa - 3000 PSI MST. 0-90 HOMLCW/FH.LE0 BLOCK AT JAMBS Pm - 2000 PSI MIL ANCHOR TYPE 8 DIRECTLY INTO 3 KEE OCNCRETE 8101.464012014 ' INSTALLATION OONDMONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS. TYPICAL ANCHORS IN CLUSTERS $& T INTERLOCK MTG. STLE CHART FOR MANGOES GROTON LOAD CAPAC&TY - PS? (ANCHORS) PANEL WO DOOR HBBfT ANCHORS TYPE 6' ANCHORS TYPE '8' & '0' CLUSTER Or 0I8?PER OF 7m1RES INMEB 4 8 4 24-1/8 80.0 - 80.0 30-1/8 80.0 - 80.0 38-1/8 80.0 - 80.0 42 -1 /8 80 80.0 - 80.0 48 -1/8 80.0 - 80.0 54-1/8 80.0 - 80.0 24-1/8 60.0 - 80.0 30-1/8 80.0 -• 80.0 38-1/8 80.0 - 80.0 42 -1/8 80.0 - 80.0 48-1/8 80.0 - 80.0 84-1/8 78.8 80.0 80.0 24-1/8 80.0 - 80.0 30-1/8 80.0 - 80.0 . 38 -1/8 80 80.0 - 80.0 42 -1/8 50.0 -. 80.0 48-1/8 73.7 80.0 80.0 24-1/8 80.0 - 80.0 30 -1/8 80.0 - 80.0 38-1/8 98 80.0 - 80.0 42 -1/8 74.1 - 80.0 48-1/8 67.5 80.0 80.0 INTERPOIATION BETWEEN TROTHS AND HEMS. ACCEPTABLE NOTE: ANCHOR CAPACI11ES USTED ON THIS SHEET TO OE USED IN CONJUNCTION WITH (BASS CHARTS ON SHEET 7 LOWER APPLICABLE VALUES CONTROL d 0 drawing rro. W10 -31 sheet 8 0l 3/a MAX HECHr 1/2' MAX. LOAD FEARING SHIM a -aaaaa -a. OD o 1.1 SEES 150 SENNIELAMVSLONG GUM -. RxL/$ ) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL. 000 683-41540 FAX 03033 593 -6592 AL- FAROOQ CORPORA ION 1a {I ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE EMAIL FLORIDA 33174 /� TEL ( 284$200 FAX. (30812624978 �r (1OMP —ANL` 10--31 G1) f SEE SHEET 8 FOR ANCHORS TWO (?) TRACK DOOR DET REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. 1 O 1 droning no. W10 -31 (sheet 11 of 16) la 1 41 1 111 � j! vision. _ .............._.._....._...... oa:JIN Fez. PM 8000 ovens 9 02.1 &1t RC PAt81. CUP RV. C 04.49.1t REVL PER 99C MOMS 0 10.1&11 80 CH Nfif 1116 9 W SERB 150 SFM8Ef1. NL1i S1/1N6 CUSS OOO CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593 -8590 PM. (30S) 593 -8582 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1838 S.W. 87 AVE MIAMI, FLORIDA 382.74 TEL 0308128$8100 09X. 00E0 282E878 COMP ANL \W10 -31Cd s r POCKETED JANtH TYPICAL ANCHORS TYPE A B OR C AT 6" FROM ENOS AND r O.C. MAX. t -t/2° MIN. WOOD EMBED 1 -1/4' MIN. BLOCK EMBED MIN. CONC. BIDED tie MIN. METAL THICKNESS O< t' MiN. EDGE DIST. POCKET CAVITY NOT BY 00! NOT PART OF THIS N. TO BE REVIEWED BY AHJ TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS all/ODUCT MOMS =deb 11.111ftlik Aiostimpus 4, g 1 1 1 li 4 drowIng no. W1 0-31 (sheet 13 of 16) .080 .975 1.184 • FRAME HEAD (2 TRACK Q TOP /BOTTOM HORIZ .080 1.821 5.951 1.820 088 1.415 FIX. PANEL CIJP 3.750 2.755 .125 TOP BOTTOM HORIZ (OPTIONAL) 3.000 .070 1.490 1.418 2.005 MAIN 5flLE (OPTIONAL)__ FRAME JAMB (2 TRACK) 1.415 1.010 1.415 INTERIOR INTERLOCK FRAME SILL (2 TRACK) 2.120 POCKET HOOK 3.750 .155 droering no. W10 -31 a SIM 150 SIM. tit SUMO GLASS DXIR CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (366) g3. -8590 FAX. (35) 993 -8592 tlsa) rilwaN Pi ' g p g g AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI; FLORIDA 33194 rel_tsos12e4.e .00 FAX. tea rm COAP -ANL w10 -31cGl a f C • s r K • § a m:11aAw ; a ' R R m E TI N A U N ro ® P a aw a a m 1 i pI : C09 -11 19123201 !i ! ! 6 ! S ! @ p3 $ ! © p ! ! Q ! qp! ! $ ! iillIl qi Ilrlii Milkilr!ililli : ! ",t :V 21 12i; WWI ill2ii!!! 1 1 1 !II ii 1 i§ 1 Iiill i 1 11 1 FPAD — 4 ; 70 HI/ 11 1 1 1 1177 BE !!!!!!!!!!!!! 1 i� ai AMESDURY 0 suu i I"' S� 88S 8 888888 53R 888 4 85 8$ i i IiiIUhIHHUh1tIII1iIII NN k i 1 1 1 �2 0 FIXED PANEL ..2 PER FIXED PANEL I 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 i II N N ox� 3^005 01 0# EMFER1A01f /A bi S i SIM 150 SIM. tit SUMO GLASS DXIR CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (366) g3. -8590 FAX. (35) 993 -8592 tlsa) rilwaN Pi ' g p g g AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI; FLORIDA 33194 rel_tsos12e4.e .00 FAX. tea rm COAP -ANL w10 -31cGl a f C • s r K • a e seeazaatgOS xva oocs+ea(O ®a %MCC va 01.1 WYIN a f 1.8:111V MCC 1NaWd0/3000 1nn00Ha >a 9N33NION3 Nouvaodaoo booatm-tiv 0 rise -rss (we) lcvi assn -ces (sor) in ULM 14 9WVIW 133211S HIM 'M'N OOLOL S21000 28 SMOQN1M 150 ifk 0 a N