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WS-12-991
r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178422 Permit Number: WS -5 -12 -991 Scheduled Inspection Date: September 13, 2012 Inspector: Bruhn, Norman Owner: SCHNEIDER, PHILLIP Job Address: 989 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SECURE WINDOWS & DOORS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060143140 Phone: 305 -513 -0705 Building Department Comments 22 WINDOW REPLACEMENT Infractio Passed Comments aaaINSPECTOR COMMENTS False 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- 176402. CREATED AS REINSPECTION FOR INSP- 174291. NEED COMPLETE PERMIT PACK. JR 9/11/2012 - CONTRACTOR MUST BE ON SITE. JR September 12, 2012 For Inspections please call: (305)762 -4949 Page 27 of 31 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 la MAY 3 212 BUILDING Permit No.Y I 9C-9()[ I PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): PI i L I® gC ri n g I csl*-- Phone#: Address: 9 /V4 £ , 96 S 1' City: � a 0'?' State: 7o ax 4e c. Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: `IT 9 iv • r< . y.5 STr City: Miami Shores County: Miami Dade Zip: 33/3J' Folio/Parcel #: / / _ 3 20, - 0 / - 3 h/ o Is the Building Historically Designated: Yes Zip: 3/3, NO Flood Zone: CONTRACTOR: Company Name: J c v V .. Li-le a D%c �.S 1_ Deo TS phone# :(13 "6 573 ca 70S Address: 91616- /tL Gt/° 46.46 City: 1.7 /c€ W / , ® State: H 0 11). XL, Zip: 3 3 / (o (. Qualifier Name: art '') 1--ifriev, Phone#: (30S) v l 3- ©7oS State Certification or Registration #: c ..3 5 6O 2 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: 6.ev ato_s Phone#: (3‘),C)663 .. 199 / Value of Work for this Permit: $ )q1 /' C Square/Linear Foo ge of Work• 33 Type of Work: ❑Addition ❑Alteration Description of Work: ❑New epair/Replace UDemolition #9.4.)o kti &Q l ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * ** nay ++r******** *********** Submittal Fee $ 5000 Permit Fee $ ,/L CCF $ CO /CC $ Scanning Fee $ PA �D Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 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.F.Ci'RICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S At IMAM: 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 occu . seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and \einspection fee will be charged Signature Signature Owner or Agent The foreF o'� instrument was day of `d , 2() , by oin ji trument was acknowled ' a e I I gilts 20 0_, by � da'' AO I known to me or who produced who is pe Q 1;» y known to me or who has produced As identification and who did take an oath. NOTARY P gY PYbfF MAD,fs ;6r 2 • Air r e. MY COMMMISSION # DD 950325 Lo: EXPIFILC. Feb, um /, 2014 , * * * * * * * ** * * * * * * * * * * * * * * * ** APPROVED BY ** ‘5--/g,\/ day of who is pe as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009XRevised 3/15/09) Si 'a °b MADAY DE A5 O4AS.SOLIS MY COMMISSIONS DO 950325 T, EXPIRES: Februory i 2014 ' '6'z°' Bonded Thru Nota Public Ure!erwitars Print: My Commission ires: Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO 0799 TAX FOLJONO. - 320(0 -DI it- 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. 111111111111111111111111111111111111111111111 CFN 2012R0329063 OR BI. 23104 F's 0147; (1as> RECORDED 05/09/2012 10:31 :41 HARVEY RUVIht, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of props and street/addrr s: tiiti''i Ni C C(5 ,5irtef Ntt(1/i1 6ho((6, Cc, ..Doe, 2. Description of improvement: .ti at(ttkiort CY t)w1!(Oc.t)6 3. Owner(s) name and address: 1'V1,I ipp E, iUiCol Q na)i1Qider Interest in property: Du.NIP Name and address of fee simple titleholder: 4. Contractor's name, address and phone number t)(Q Qt� W i✓ (Oa) E,000(;)- '7f) 5€J ruJ 4(p 6ty t-t tt,t, GJtn', Pc 3310c0 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: S. 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, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration data is 1 year from the date of recording unless g'different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMM IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED O FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY OR RECORDING YOUR NOTICE OF COMMENCEMENT. / Signature(s) of Prepared By Print Nam Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this '7 day of V (xt By ❑ Individually, or U as U Personally known, or U produced the following type of id 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 s - ed in it are true, t.` best of my knowledge and belief. (s)' Authorized Officer /Director/Partner/Manager1 Prepared By t `ct i J46 Pb/e, Print Name / Trtle/Office 1 CEMENT ARE CONSIDERED N YOUR PAYING TWICE FOR i THE JOB SITE BEFORE THE EFORE COMMENCING WORK 2012 S orized Officer/Director/Partner/Manag BY 123.eS1 PAGES Sum SUSAN M. PIEDRA -LARA MY COMMISSION 0 D0918877 EXPIRES: September 01, 2013 3-NOTARY S. Notary Discount Assam. Co. By STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true copy of the o t�r�d�UJ% ceon day of �i A.D. 20 WITNESS my hand and Official Seal. MARY Y UV CLERK, of Circuit irdd , , Courts 0 e ) • ac. ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE (MM roDIYYYY) 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 POLICIES 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 CONTACT David Lopez A/CNN mot. (305) 595 -3323 I (A/C. No): (305)595 -7135 E -MAIL ADDRESS: csr @easterninsurance. net INSURER(S) AFFORDING COVERAGE NAIC 9 INsuRERAMid- Continent Casualty Company LIABILITY COMMERCIAL GENERAL LIABILITY INSURED Secure Windows & Doors, Inc. 7855 NW 46 Street Miami FL 33166 INSURERB:CastlePoint Florida Insurance 04 -GL- 000844794 INSURERC: 3/19/2013 INSURERD: $ 1,000,000 INSURER E : $ 100,000 INSURERF: $ Excluded ster 12 -13 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADD —SUBR INSR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POUCY EXP (MM/DDIYYYY) LIMITS A GENERAL — X LIABILITY COMMERCIAL GENERAL LIABILITY 04 -GL- 000844794 3/19/2012 3/19/2013 EACH OCCURRENCE $ 1,000,000 ENTED PREMISES SES Es occurrence) $ 100,000 MED EXP (Any one person) $ Excluded I CLAIMS -MADE X OCCUR PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 GEN'L AGGREGATE UMIT APPLIES PER: PO- A I POLICY [] JECTT ri LOC $ AUTOMOBILE _ — _ LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ _ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) _$ $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE acciden $ $ _ UMBRELLA LA W EXCESS UAB — OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED I I RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE a (Mandatory OFFICER/MEMBER H) EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WCP760274402 6/1/2012 6/1/2013 x I TORY LIMITS I I'M E.L. EACH ACCIDENT $ 100,000 $ 100,000 $ 500 , 000 E.L DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS/ LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more apace Is required) City of Miami Shores Building & Zoning Department 10050 NE 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE David Lopez /ANA ACORD 25 (2010/05) INSA25 Oninnst nt FLU IU /iVVRV YVnr VI \r1 „VIA. . The. A(`ARr1 name and Irwin aro re.niate.re.ei marI,c of Af:A17r1 QLJ N 1.EMU1 I llJ lL D LW fUJIlD 7300 S.W. 105 TERRACE. MIAMI, FLORIDA 33156 -3841 OFFICE (305) 663 -2991 BEEPER 889 -96g5 FAX 66:=:,-0262 MECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date : 5/19/2012 Company Name : Jenetopulos Group, Florida Firm #F000145 7300 SW 105 Terrace Miami, Fl 33156 (305)6632991 : George Jenetopulos ect #14185 : Schneider Residence : 989 N.E. 95 Street : Miami Shores, Florida 33138 r • Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 a Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang Bldg Length Along Table GCPi at Eave= Ridge = 175.00 mph II r- N/A 1.00 11.50 0.09 0.11 0.15 0.13 3 : 12 21.00 24.00 .00 65.00 ft- ft 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= D�/ No 0.85 - 700.00 ft-- 1.07 '- 0.80 650.00 ft 7.00 ft- 14.00 Deg Gabled' 18.00 ft-- 3659.00 ftA2 r- 55.00 ft 26.11 -1 Internal Pressure Coefficients for Buildings, 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 Description Casement A Mullion A/1 Casement B Casement C Mullion C/1 Casement D Casement F Casement G Casement H Width of Pressure Coefficient Width Span Area Zone Max Min ft ft ftA2 GCp GCp 2.31 4.33 10.0 5 1.00 -1.40 2.31 4.33 10.0 5 1.00 -1.40 1.58 4.28 6.8 4 1.00 -1.10 3.08 5.25 16.2 5 0.96 -1.33 3.08 5.25 16.2 5 0.96 -1.33 3.08 4.20 12.9 5 0.98 -1.36 3.08 3.25 10.0 4 1.00 -1.10 3.08 4.28 13.2 5 0.98 -1.36 3.08 3.26 10.0 4 1.00 -1.10 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 1.09 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 43.68 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 51.54 -69.01 51.54 -69.01 51.54 -55.90 49.93 -65.79 49.93 -65.79 50.67 -67.28 51.53 -55.90 50.61 -67.16 51.52 -55.89 MIAM COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE ,O A) CGI Windows & Doors , 10100 NW 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the materials. The documentation subm' , Thal „ Product Control Section to be usedin 11�1.ini sWo Having Jurisdiction (AJ). 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 isapproved as described herein, and has been designed to comply with the Florida Building Code, including the high Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion with #373 Framing Member — L.M.I. APPROVAL DOCUMENT: Drawing No M95 -13, titled "Mullion Elevations and Details", sheets 1 through 5 of 5, dated 11/25/95 with revision E dated 12/21/11, prepared by AI- F.arooq Corporation, signed and-saded -by Javad Ahmact= PEE., healing the Miami-Dade County Product Control Revision-stamp- with-the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control motion.. MISSILE IMPACT RATING: Large and Small Misaie impact Rent LABELING: Each 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 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•ofNOA. 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. INSPECTIONS 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 # 08- 0429.04 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. ations governing the use of construction d accepted by Miami -Dade County PERA - d other areas where allowedby_.the-Authority MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11105 SW.26Street, Room 209 Miami, Florida 33175 -2474 T (786) 3152590 F (786) 31S -2599 zwitiminialdslumatEsi NOA No. 12-020113 Expiration Date: April 26, 2017 Approval Date: March 22, 2012 Page 1 CGI Windows & Decors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95 -13, titled "Mullion Elevations and Details", Sheets 1 through 5 of 5, dated 11/25/95 with revision E dated 12/21/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2). Large Missile Impact Test per FBC, TAS 20144 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL. 0080-0105. O8rdatext_3/2b/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted wider previous NOA#O1- 0429.04) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA-202-94 along with marked: up drawings and installationdiagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 96 -525, dated February 12,1995 signed and sealed by Hector Medina, P.E. (Submitted under previous NOA#02 0123.07 3. Test reports on: 1) Large Missile Impact Test, Loading per FBC PA 201 -94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering g & Testing Inc., TesfReport No. HETI- 95 -525, dated 10/30/95, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA#02 0123.#?) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al- Farooq Corporation, dated 4/14/08, 5/28/08 and updated on 11 /15 /11, signed and sealed by Javad Ahmad, P.E. 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. None. Perez, P.T. Product •'S', i 1 Examiner NOA No. 12- 0203.13 Expiration Date: April 26, 2017 Approval Date: March 22, 2012 CGI ' Windaws & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated November 15, 2011, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of no financial interest, dated November 15, 2011, signed and sealed by Javad Ahmad, P.E. 3. Laboratory compliance letter for Test Report No. HTL- 0080-0105 -08 issued by Hurricane Test Laboratory, Inc., dated 3/26/08, signed and sealed by Vinu L Abraham, P.E. (Sued ander previous 1VOA#08- 0429.04) G. OTHER 1. Notice of Acceptance No. 08 -0429.04, issued to COI Windows & Doors for their Aluminum Tube Mullion with #373 Framing Member -- L.M.I., approved on 06/26/08. and expiring on 04/26/12. Mann P.E. Product Con finer NOA No. 12-0203.13 Expiration Date: Apr126, 2017 Approval Date: March22, 2012 E -2 —JON 4.000 MLD L 07 CLIP .798 ME fas MULLION CLIP 6063 -76 .ALL MUUJONR 0053 -TO ALLOY. 1/a• 1TP.WALL TIDE MULUONS CONTAINING WINQOW FRAME MEMBERS AT EACH SIOg. HORIZONTAL OR VERTICAL. SEE OR pow FOR WIENERS SAES AND SPACE ALUMINUM TUBB MULLION USE WITH: • t- FRAMING MEMBER 0373 2- FRAMING MEMBER 1388 + 387 3- FRAMING MEMBER f388 + 411710 ALSO ANY COMBINATIONS OF ABOVE. me TITSTED Die pithoucT Bum REMORDEPOS OF DIE 61ADOAEO oNTE HuluieNTE ZONE 004 ML IaAZING IS USED THE TE APPLENDLE MUM CODE FOROED ENTRY «000 BUCKS =IL MUST EE ANOH01TED MI ME MUST MEET LOAD EATEERR TO TRANSFER DEMENT TILE EICI TIMSE MILS INTO WOO ONLY. DE4L DEE! UMW TO THE .1ORMS DOM OE .USITh. web AS SITE ON 10 BOSE EG EISTL SOON. RE OMR WAIL CQIEROIO Ammotam Cffi7DIIoIWf08 THAN DOES SHOWN AIL$ GOT PART OF DES A 1060 DJRATON 808FME USED IN OEBWIE OF MUMS mow BUT NOT COME INTO CON= LOTH OTHER REDWOMENTS OF DE FlOTTDA EL00. OWE I THESE MULLIONS ARE RATED FOR LARGE SMALL MISSILE IMPACT I um Glen AND Come AS 6004083. SUP t GlammAG oesim Limo AMMO PER AWE 7 MN PlaTCULAR OPPOSE STEP 5 usE OCINNECTION or Gnaws TO MR110N AS PER {{ ORFAIs Go ERECT 2 & 3 SETECT Gomm Gm S1EE 3 MORE WV DESIGN LOAD EVNGE D IMO GRAPHS ON SHEET 2 k 3 URSY 88C1108 CA EMIT STEP 4 MI oEDON RAmo ODR6 SON mum !OM 6YEOFLD INHSTEPYY 1,A'TIID�VIE. Aire S E8J8T Ei V t. mamas AND MIWON ,.. ual0s. . \'•f r Nori1 � 10 Z 8 eg S N 0 MULLION LOAD CHART -,�=1-■ .uIa MIIZIArW MEM __�■ I. r 8 TUBE MULL MULL. SPAN -11 20 28 `TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ANCHORS 20 25 30 35 40 45 50 55 TRIBUTARY WIDTH INCHES 'A' 91 65 MULLION LOAD CHART 3 3 20 1 r 2 TUBE MULL. 311110111 MIME El IN P2P. iii!' km..x■10 ANCHOR LOAD CHART 25 30 36 40 45 50 55 TRIBUTARY WIDTH - INCHES - `M %`-1_ ANCHORS 'B' • MULLION LOAD CHART m 1 r 4 TUBE MILL IM7N -Q MEM 1111 MEM MIN 1M MI MI MIN= 1•11111,1111111111111213 NIS_-■_- MULL SPAN 20 26 30. 35 40 46 50 . TRIBUTARY WIDTH - INCHES MISVIDOW NOM LOG►TISIS WARM MUUJON MARRO PRODUCT PRODUCTRBVIDID as eithdrgodit ANCHORS as MULLION AND ANCHOR CHARTS ON MS SHEET APPLY TO MULLION COMMONS SHOWN ON ELEVATIONS AT LEFT ONLY. So" Saair 20 25 30 35 40 45 50 55 TRIBUTARY WIDTH - INCHES. CUP ANCHORS IS [fit 2of S 1 a 30 TRANSOM MULL LOAD CHART I lw2 TRANSOM NULL • TU8 -1 I- 3 -u4- SPAN 30 40 60 • 60 70 TRIBUTARY WIDTH INCHES ANCHOR LOAD CHART 40 60 60 70 S0 TRIBUTARY WIDTH - INCHES' 10 190 21% 00 N O N I; TRANSOM MULL LOAD CHART 143 TRANSOM NULL T1N3-1 30 ANCHOR LOAD CHART kt, IL 4 TRIBUTARY WIDTH - INC ES ANCHORS 'B' 30 40 60 60 70 TRIBUTARY .WIDTH - INCHES 00 CONSULT CORNESPOPONNOLoman FOR maw Mama TRANSOM MULL LOAD CHART 1.4 TRANSOM MILL TIX4 -a 30 40 60 60 70 TRIBUTARY WIDTH - INCHES MKS TO NE INSCRIBED INSIN RECTANOULAR SNIPE 1 TRIBUTARY WIDTH Be MUWON AND ANCHOR CHARTS ON THIS SHEET APPLY TO HORIZONTAL MULLION AND IT'S END ANCHORS ONLY. ' • • 1 drawing M95-1 3 =ETIWI TYPICAL MOORS 2 PER C INTO 28Y WOOD RUCKS OR WOOD STRUCTURES 4. 4. TYPICAL 2 PER CUP. THRU 1BY BUCKS INTO CONC. OR MASONRY 1. ► ;TIM Gij L 1 • • • PRE1 1tN6 ' • DIRECTLY INTO CONC. OR MASONRY INTO METAL STRUCTURES QEESET CUP OPTION ALW aw6tlEL I'1154`� Or .RO K UIMN MOEN HOLE nag ruin Go taw am fa OEK1.710r N / . • 112 X 34 VII SIS 1 PER 22 PR AT 1 4 MILLION I OE 1E6Lro11 ANCHOR DETAIL #1 WOOD BUCKS AND METAL STRUCTURE NOT BY COI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER MBA TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE Else FOR SPASM TYPE 'A- 1/4' CIA. ULTRACON BY 'ftCO' (Prom MiL Pi-122 IM 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 TYPE 'BL 1/4• CIA. ULTRACON RY 'ET.I:D' (Pwtn ion. 79.165 220 DIRECTLY INTO CONC. OR MASONRY 1 -I/4" WIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- /14 ray OR SELL DrELME__ SCREiW3 WOE 2 ORS) INTO METAL STRUCTURES STEEL • 12' CA )IN. (Fy : 38 KS MIN.) ALUMINUM : 1/r THIL • MW. (8083 -TO MIN.) (STEEL IN CONTACT WITH A.IIEII I TO RE PLATED OR PAINTED) IBBC8L-EDDLABUMCE. INTO CONCRETE AND MASONRY . 2 MEN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 1/2' MIN. CONCRETE A HEAd. col. bR,a$MBs ra - Soo PS SON. C-SO JI165 WI N Pm - 2000 PSI N. 1 70592 ' U Mt% ANCHORS PM AMU 21IR Af10fi INTO 2BY WOOD BUCKS OR WOOD STRUCTURES . a: a. b. A.. 'a • THRU IBY BUCKS INTO CONC. OR MASONRY 'WPM ANCHORS 1PFI AMU • 0 • 1280 ND . n L x�. TYROL ANCNONS i P m E Is 4 . d I. •' •' a cOII. v a DIRECTLY INTO CONC. OR MASONRY LSO M1 i ]r: i L J ® Sf8I1Ci111i TIVAlm INTO METAL STRUCTURES 41° ll at; • kk.11 :6 Aln % `nsauucrt two 11, Salida i E r�:rrr• I � a i I ?It: LHhicrEl 9 drevang ero M95 -13 sheet 14.5.1 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, 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 (AH1). 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 MU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails. to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 "238" Outswing Aluminum Casement Window - L.M.L APPROVAL DOCUMENT: Drawing No. W98 -100, titled " Series -238 Aluminum Casement Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98, prepared by Alm - Farooq Corporation, with the latest revision "F" dated 0'1121/12, signed and sealed by Javad Ahmed, P. E., bearing the Miami -Dane 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 Impact Resistant. LIMITATIONS: Glass Rtes wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 forterminationand 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. 08- 1010.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, 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 www.mtamtdadc.gov. hniod 0 NOA No 12-0229.08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1010.02,01-100203 and 96- 0041703) 2. Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98, prepared by Al-Farooq Corporation, with the latest revision "F' dated 02/21/12, signed and sealed by Javad Ahmed, 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) Forced Entry Test, Type "B-A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588 -04, AAMA 1304-02 and per FBC 2411 32.1, TAS 202 -94 along with marked-up drawings and installation diagram of alum. casement window, prepaid by Hurricane Testing Lab., Inc., Test Reports No.'s HTL -0080- 0301 -07 for specimen A and B and HTL-0080- 0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08- 1010.02) 2. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No 's HETI -08 -2143, HET1-08- 2144, HET1-08 -4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08. 1010.02) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading, per SFBC, PA 203-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL- 00809303 96 and HTL- 0080 - 110798, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96-0417.03 and 01- 1002.03) Jahn D. Gascon,TP. E. Product Control Section Supervisor NOA No.12- 0229.08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 E -1 ' CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per ASTM E283 and SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per ASTM E547, ASTM E331 and SFBC, PA 202-94 4) Forced Entry. Test, Type `B-A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588 -94, AAMA 1302.5 -76 and per SFBC, PA 202-94 5) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 6) Standard Test Method for Determination of Operating Force of Windows and Doors per ASTM E 2068 -94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -1003 and FTL -1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P,E.. (Submitted under previous NOA No. 96- 0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/22/12, prepared by Al -Fang Corporation, signed and sealed by Javad Ahmad, P. E. 2. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PEIA)• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26 /10, expiring on 01/14/17. 3. 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. 4. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their " Vanceva Composites used for lamination of glass" dated 7/17/2008, expiring on 12/11/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 11/15/11, signed and sealed by Javad Ahmj . P. E. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12 - 022908 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 E -2 Cet-Windows & Doors NOTICE- OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letters for Test Reports No.'s HTL -0080- -0301 -07 for specimen A & B and HTL- 0080-0905 -07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed' by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-1010.02) 3. Laboratory compliances Letters for Test Reports No.'s HETI -08- 2143, . HETI -08 -2144, HETI -08 -4287 and HETI -07 -4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and. 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1010.02) 4. Laboratory compliance letters for Test Reports No.'s HTL - 0080- G303-96 and H17, 0080 - 110798, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96-0417.03 and 01-100203) 5. Laboratory compliance letters for Test Reports No.'s FTL -1003 and FTL -1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96-041Z03) G. OTHERS 1. Notice of Acceptance No. 08- 1010.02, issued to CGI Windows & Doors for their Series `238 Out swing Aluminum Casement Window - L.M.I. ", approved on 12/11/08 and expiring on 10/26/13. Jaime D. Gaston, P. E. Product Control Section Supervioi' NOA No. 12-0229. 08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 E -3 GENERAL WINDOW SECTIONS FLANGE FRAME CAM LOCKS 2 LOCK POINTS ALL 5 AT D WINDOWS DNLY FOR GLASS TYPES. REFER TO SHEETS 3 AND 4. EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 2 1110 _3 STEP 5 g WINDOW WIDTH 9' MAIL TTP. CORNERS D1 E SURFACE APPLIED FALSE HUPTIMS OPTMNAL HAMM MULTI PONT LOCK BY 'TRUTH' ALT. TO CM LOCKS MAX. WOW. H¢CDR Q— DETERMINE DOAN WIND LOAD REQUIREMENT BASED ON TOM VELOCRY. M00. HEIGHT. WIND ZONE USING APPUCABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SISE/1YPE USING CHART ON SHEET 8 SELECT ANCHOR OPTION HRH DEMON RAT2421 MORE THAN DOWN LOAD SPECIFIED IN STEP 1 ABOVE. IF AURGNUM SUCH SYSTEM IS USED USE CHART ON MEET 7 TO OVERTONE CAPACITY. THE LOWEST VALUE RESULTNO FROM STEPS 2, 3 AND 4 SICAU. APPLY TO ENTIRE SYSTEM. 42" 84 LOCK POBRs 2 3 4 MSS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH 7142 REQUIREMENTS FLORIDA 9000 corm INCWDNO HIGH VEOd1Y HURRICANE ZONE ( WOOD BUCKS BY OTHERS. MUST SE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL 8E AS USTED, SPACE) AS SI4OWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WLL DRESSING OR STUCCO. ANCHORING OR LOADING COMMON NOT SHOWN IN THESE DETAILS ARE NOT PART OF THM APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT LUOTED TO ST METAL. SEWS, THAT COME INTO CONTACT vim DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE BLDG. CODE SECTION 2003.8:4. O 24° MAR. 1TP. AT HEAD/ELL TYPICAL ELEVATION (FLANGE FRAM FOR MUWON /MULTIPLE UNITS, REFER TO SEPARATE COI MULLION N.O.A. THESE WINDOWS ARE RATED FOR CAROE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. oicaarg StODULTISYSSO oomplyin > aral7O F10� No i .I,pNjy� FEB S ZOi2 druirtng no. W98 -100 Sheet lot 7 ) GENERAL WINDOW SEC?ION14 ESUTAL LEG FEE MOM MOM VENT MTH ww -1 1/2° o � OPD. We-e 1/2° B° NAL TYP. CORNERS 03 10 24° MAX. TYP. AT HEAD /$IU. TYPICAL ELEVATION (Feel. IED rmAM,) EXTERIOR VENT CORNER ALL FRAME AND VENT CORNERS 70 SE SEAL WITH OE SGPRUF OR M3UM. MM PARR 2 qtrarany DESOMPTION WaTERTAL MA11W 1 (m1 -373 4 FLANGE FRAME 6083 -46 5104.0 OR E4U1V. 1A C01 -367 4 EQUAL LEO FRAME 6063 -78 N*0M X OR EGOV. 2 001 -378 4 YENT (6/16' LAM. MASS) 8003 -76 112141.06 OR ECON. 28 COI -381 4 VENT ONSUL 1031. GLASS) 6083-78 UNSEX 04 EOM. 2C 001 -383 4 VET (7/16' LAM. SIASS) 6083-76 MID OR EQUIV. 3 001 -376 4 OGEE GLAZED BEM 6063 -48 1 IDALEX 04 TOWN. M 061 -388 4 SQUARE 61A4880 TAD 6063 -76 ODAIEC OR MN. 4 - 4 .060 110M COMM KEY AMMAN - 6 - 6 .060 SEMI CORNER KEY ST. STEEL - 6 18-428 AS REC. FRAME WFATHERSTRIPPOTO - SCATLEO L AMUR 7 0200 X160 AS ROLL VW WFATHERSTRIPPOM - SCHLEG . 0-102 8 60-10 -60-101 2/ 1fl47 4 BAR IbtMOE, AT TOP MID 8047018 STEEL mRUTN, ATTACHED W/ (6) 18 X 3/8' SS MS 0 24-13 - 00-202 2/ YET FACE ROUT LOCK SIE:1. TRUTH. ATTACHED W/ CO Is 2 3/8' SAS SA - 2/ VB!IT MU POINT 18CK - - 10 2/ VET .110 THICK LOCK KEEPER. AT FRAME JAMS FAME LOCK STEM. CM, AMMO W/ (2) 110 X 3/8' SS OS 11 23 -20-60 -101 1 0POUnoR MANSE STEM. TM7OL ATTACKED W/ (2) fax x 3/8' SS SAS 12 30176 / OPERA70R 1RACK STET. TRUTIK ATTACI4 i0 W/ (2) fa X 3/8 SS 8AM 13 - 2/ CORNER FRAME AND VET AMMO SCREWS - 110 X 1 -1/4 SS 917 FRAME CORNER FEB Zug t2of 7i I/O'. ANN. GLASS INTIOLA ASO 07 ' 1/8° ANN. GLASS SILICONE MY� 5/18" NOMINAL GLASS TYPE '2' 3/18" ANN. GLASS 090 SAPID( P98 BY SOMA' -E:� loam 3/18' ANN. GLASS SILICDNE un v OW 899 7/10" NOMINAL GLASS TYPE ',,3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 114 0*121E99 9 90029 TO NONT8 5 1110.1 7 009 800A1.u18 157.00.9 18" NEAT STREN'D GLASS .090 SAFLE% *149 BY 'SW,t=U' =NIEOLAYQ6 f .070 YANCEWA 8T06 8Y '801.UUA L .090 SIONRY001 S BY =PONY 3/18° NEAT STREN'D GLASS SLIMS DOW 993 1D1I 899 7/16" NOMINAL GLASS TYPE PERFORMANCE VALUES OF IMPACT Mitamarr WINDOWS wen to sum sneu 7 no 2/BANJO= =as 664006 W0DiN 20" 24° 28" 30° 32" 39" 40" 42° 20° 24' 29" 30' 32° 35' 40' 42° ate. mew 35' WAN TYPE '2' EXT. ( +) 11NT. (-) 110.0 1943 G1LN N MB '8' taR. ( +) 1NT. ( -) 110.0 195.0 01AB.S TYPE '8' EXT. ( +) 1M. ( -) 110.0 195.0 WINDOW OD®. 00485 TYPE '8' USN 1489141 oct. ( +) 1147. ( -) 01488 TYPE '9' tact. ( '') 110.0 101.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 120.8 110.0 198.0 110.0 195.0 110.0 1079 121.4 107.9 110.0 110.0 185.0 195.0 110.0 195.0 20" 24' 28' 20' s2' 88" 817 88.7 11o.0 GLASS TYPE '8' 1141. (-) COT. ( +) INT. (-) 195.0 110.0 198.0 73.4 73.4 110.0 1'20.0 110.0 120.0 842 842 110.0 1'20.0 110A 120.0 80.8 80.6 110.0 120.0 110.0 120.0 57.5 57.5 110.0 120.0 110.0 120.0 110.0 185.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 42' 110.0 188.5 110A 120.0 105.0 110.0 195.0 110.0 110.0 120.8 118.9 110.0 195.0 110.0 198.0 20' 24' 28' 30' 32' 72" 14.4 88.4 110.0 1910 110.0 120.0 511 55.1 110.0 120.0 110.0 120.0 48.9 499 110.0 120.0 110.0 120.0 48.0 49.0 *10.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 195.0 110.0 111.0 110A 185.0 1*0A 1959 104.1 104.1 110.0 1980 110.0 120.0 92.0 83.3 924 83.3 110.0 110.0 120.0 110.0 120.0 20- 24- 28' 30" 78° 52.0 52A 110.0 110.0 120.0 110.0 120.0 120.0 110.0 120.0 14.8 110.0 120.0 110.0 120.0 38.1 35.1 110.0 120.0 110.0 120.0 120.0 110.0 79.3 79.3 110.0 120.0 20" 24" 29' 30' 32° 38' 40' 42" 45. 110.0 110.0 148.7 121.4 110.0 110.0 195.0 195.0 110.0 195.0 20° 24' 28" 41.5 41.5 11 it 1200 120.0 110.0 120.0 34.9 34.9 1100 120.0 110.0 120.0 110.0 195.0 1018 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 125.0 110.0 120.0 91.1 80.9 91.1 80.9 110.0 110.0 120.0 120.0 110.0 120.0 19 -1/9° 29 -1X 37' 42'. 29° 110.0 195.0 11 11 120A 195.0 110.0 1980 110.0 10.0 110.0 195.0 110.0 198.80 110.0 145.4 1100 105.0 110.0 120.0 110.0 128.1 1104 195.0 110.0 195.0 110A 120.0 72.8 72.8 110.0 120.0 110.0 120.0 60.4 89.4 110.0 120.0 20" 24" 29' 30" 32" 38" 40" 42" 54" 110.0 98.0 129.5 1079 110.0 110.0 105.0 195.0 110.0 195.0 19 -1/8' 26 -1/2° Sr 42" 39 -3/2° 110.0 190.5 110.0 195.0 110.0 195.0 110.0 1374 110.0 198.0 110.0 10.0 984 98.8 nob 1944 110.0 120.0 889 110.0 1910 923 110.0 120.0 110.0 120.0 84.4 110.0 120.0 1109 120.0 71.9 80.9 71.9 110.0 110.0 120.0 120.0 110.0 120.0 19 -1/5' 26 -1/2° 37' 42' 80 -5/8" 1*0.0 14.5 *104 110.0 120.0 105.0 110.0 110.0 120.0 195.0 99.7 104.3 74.7 74.7 110.5 103.0 110.0 195.0 110. 120.0 110.0 120.0 85.8 85.8 110.0 120.0 64.8 04.8 110.0 120.0 110.0 120.0 20° 24' 20° 30' 32' 35" 60" 81.7 81.7 110.0 120.0 112.8 110.0 105.0 110.0 1910 88.8 717 05.4 833 110.0 110.0 195.0 110.0 120.0 19 -1/5' 28 -1/2° 37' 19 -1/8" 83° 917 1042 74.9 77.9 110.0 1104 I1 120.0 110A 120.0 195..0 110A 195.0 120.0 110.0 120.0 3.0 28 -1/2° 74-1/4" 50.0 83.0 1110 110.4 418 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 94.8 84.8 110.0 120.0 110.0 120.0 110k 120.0 188.0 1280 110.0 118.0 110.0 1210' 120.0 120.0 NOTE: LOAD /AREA UNITS FOR +110.0. -120.0 PSF a+ 16.34 SQ. FT. +110.0, -195.0 PSF m 10.00 SO. FT. NOTE: MASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 1/8° TEMP. GLASS AIR SPACE I/O- *15. 0.855 080 SAFIEX PO BY 'SOIUM' INTERIAYERS � .078 VANCEVA 91ORMOLASS 0Y 'SOLUIIA' LLL .090 SENTRK,X.AS BY 'OUPOIT' 1/8" N01. G1A55 SILICONE GE -1800 DON 999 ION 899 3/4° INSULATED 01,A88 TYPE '2A' I/O" TEMP. GLASS AIR SPACE 1/8" TEMP. SASS }(((r---080 SAFLO( P49 BY 'Scums' BRERIAYERS - .075 V ICEVA STORE BY 'SOUSA' `.000 SESTRYOLA6 0V 'DUPONT' 1/8" TEMP. 01ASS 8/4° INSULATED MASS TYPE '34t' SILICONE SE-1220 DON 915 DOW 899 PERFORMANCE VAL108 OF IMPACT RESISTANT WINDOWS RD DARTERS REQUIRED REFER TO SHEETS 8 TRRU 7 FOR 0S9WAON 06DW8 PERFORMANCE VALUES 02 04PM72 RESISTANT WINDOWS R0 SRAM R9 0 REFER 10 'SHEETS 5 now 7 FOR 8094.1. SN 054113 WINDOW ODMB. 015 TYPE '26' OL68S TYPE '8A' MOW DRt9. 01ASS TYPE ''SA' CLASS TM '0*' WID111 NEIONT E1Cm. ( +) INT. ( -) EXm. ( +) 155. ( -) 960TH HUNT EXT. (4.) ENT. ( -) Off. ( +) UN. (-) 20° 24° 28• 30' 32' 39" 40" 42° sr 110.0 194.3 110.0 198.0 20° 24° 28" 30" 32° 88' 88.7 88.7 110.0 169.0 110.0 181.9 110.0 185.0 73.4 73.4 110.0 120.0 110.0 1388 110.0 195.0 64.2 84.2 110.0 120.0 110.0 ' 129.8 110.0 115.0 80.8 80.8 110.0 118.2 110.0 121.4 110.0 195.0 57.5 57.5 110.0 112.2 107.9 107.9 110.0 195.0 20° 24' 28' 30". 32" 72' 98.4 69.4 110.0 120.0 97.1 97.1 110.0 120.0 68.1 86.1 109.3 109.3 92.5 92.5 110.0 120.0 48.9 489 95.3 05.3 20° 24' zir 30' 32° 38' 40' 42° 42° 110.0 168.5 110.0 195.0 48.0 48.0 89,8 899 110.0 138.8 110.0 195.0 43.8 43.5 15.0 85.0 110.0 1188 110.0 195.0 20' 24" 28" 78'" 52.0 52.0 101.3 101.3 110.0 111.0 110.0 1952 43.8 43.8 85.4 85.4 104.1 104.1 110.0 120.0 38.1 38.1 74.3 74.3 929 • 92.5 110.0 1202 20° 24° 84' 41.5 41.5 808 80.8 83.3 83.3 110.0 120.0 34.9 349 68:0 88.0 79.3 79.3 110.0 120.0 18 -1/8° 28 -1/2' 37' 42° 26• 110.0 195.0 110.0 195.0 20" 24° 28° 30° 32° 38" 40° 42° 48° 110.0 145.7 110.0 195.0 110.0 203.0 110.0 108.0 110.0 • 121.4 110.0 195.0 110.0 145.4 110.0 105.0 104.1 104.1 110.0 120.0 110.0 128.1 110.0 195.0 97.1 97.1 110.0 120.0 19 -1/5' 28 -1/2" 3? 42' 38 -3/8" 110.0 1909 110.0 105.0 91.1 81.1 110.0 120.0 110.0 137.5 110.0 105.0 80.9 80.9 110.0 120.0 988 988 110.0. 120.0 72.8 72.8 110.0 120.0 88.8 888 110.0 120.0 09.4 60.4 110.0 120.0 18 -1/8" 28 -1/2" 37" 42° 50 -5/8" 110.0 144.5 110.0 105.0 20° 24' 28" 30° 32' 36' 40° 42" se 110.0 129.5 110.0 195.0 993 104.3 110.0 195.0 88.0 107.9 110.0 195.0 74.7 74.7 110.0 120.0 92.5 928 110.0 120.0 859 65.8 110.0 120.0 64.4 88.3 110.0 120.0 18 -1/8° 28 -1/2' 37" 83° 98.7 104.2 110.0 198.0 009 80.9 110.0 120.0 749 772 110.0 120.0 71.9 71.9 110.0 120.0 60.0 60.0 110.0 117.0 84.8 64.8 110.0 120.0 19 -1/8" 28 -1/2" 74 -1/4° 63.0 630 110.0 120.0 61.7 81.7 110.0 120.0 48.6 48.6 90.8 90.9 20' 24" 28• 30° 32' 38" 88.8 112.8 110.0 195.0 NOTE: LOAD /AREA LIMITS FOR +110.0, -120.0 +110.0. -195.0 PSF = 16.34 50. FT. PSF = 10.00 SO. FT. 858 95.4 110.0 120.0 75.7 83.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 04.0 648 110.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY, FlifTMENT DCA05 -DEC -219 6 11�a" r' Fg 192 drawing �.l W98-100 (8111ot 4of 7 ) INSTALLATION COND ONS FLANGE FRAME (APPLIES TO ALL • FOUR SIDES) FOR ANCHOR PERFORMANCE VALUE$ SEE SHEET 8 2 -I/2' MER. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' Rams PRESSURE TREATED 7_ VP1CAL INSTAE 1 AT10N DETAIL ON ALL FOUR SIDES /USING WOOD 2 -1/2° MN. INSTALLATION TYPE '$' WOOD BUQC TYPE '2' EU PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES ISING WOOD TYPICAL SEE ELEV. �� Ap 48 SEE SHEET 8 FOR DESCRIPTION TYPICAL ANCHORS SEE EIEV. FOR SNOW SEE SHEET 8 FOR DESORPTION T 3/8° 3/e x 1° SEALANT SEM.ANT B1101T HNSTALUATION BY Ors INSTALLATION TYPE '3' WOOD BUCK TYPE '3' ,122 2M PREP TREATED TYPICAL INSTALLATION DETAIL ON _A l FOUR IDES /USING WOOD aunt w i n 2 -l/2° LOIO AT AtiCHOR LOCAL WOOD BUCKS NOT BY CGl CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Ibucx DISTAUAITON BY OTHERS INSTALLATION TYPE '4' x 2 1/a• Int WOOD BUCK TYPE '4' mum PRESSURE TREATED NP AL INST L ATION D AIL ON ALL FOUR 1 • -AMC WOOp ALT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPAIN SEE SHEET 8 FOR DESCRIPTION ATTACHMENT TO TYPICAL ANCHORS SEE ELEV. FOR A= SEE SHEET 8 FOR DESCRIPTOR ATTACHMENT TO APPROVED MULLIONS • 'r: It'.. • • • 113S"'""'.4'. 446148ac*Ba11981716411"4,—Cati: ,14;114:7-r.tyinc:62! LE Maw 2012 4 drawing no. W98 -100 (steal sot 7 ) :aV 2 —,/2 MN. INSTALLATION CONDITIONS EQUAL LEG FRAME__(APPLIES TO ALL OUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPAM) SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '1' • 2 1 /s' WOOD BUCK TYPE '1' Jam,,: PRESSURE TREATED TYPICAL INSTALLATION DiTAJJ ON ALL FOUR SIDES /USING WOOQ :a 2 -1/2• 11,04. ANCHORS SEE EIEV. FOR SPACING SCE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '2' 1111 -q1410 2 ,/8• WOOD BUCK TYPE '2' mum PRESSURE TREATED TYPICAL INSTALLATION DETAIJ. ON ALL FOUR SIDES /USING WOOQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION :ad IJSTLLA710N 8Y OTHERS INSTALLATION TYPE '3' 3 /0' PIIIIIT.I■IA1111111k 2 7/8, WOOD BUCK TYPE '3' AMORAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL 014 1 L FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MEM PRESSURE TREATED WEAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METH. STRUCTURES ATTACHMENT TQ METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACINO LISEE SHEET 6 FOR DESCRIPTION 11U1- -- e INST ,J ATION DETAIL ` 1 ,I I. • .- ON ALL FOUR SIDESLUSING WD00 II 1 ATTACHMENT TO PRODOGIIIRVISED oiug Rao Asae seNoo : Grp, I Boo drowIng no. W98 -1001 (shoat S.1O17) PERFORMANCE VALUES OF INSTALLATION ANCHORS RITFER TO SHEET 0 FOR 072493 MOM 0591 *09308 9/0 811828 CUP MOORS WITH OP68 CUP AT 17° O.C. AT 10° O.C. AT 17" O.C. AT 10° 0.0. NEWT ex►d +mod -) cad +)/red -) EsT.( +)/lend -) EXL( +)/mrtd- 20° 24" 28" 30° 32° 38" 40° 42° 38° 195.0 1910 1922 /95.0 1110.0 *95.0 180.0 199.0 192.9 18.0 137.1 182.8 180.0 190.0 1220 170.7 188.8 198.0 1202 189.0 150.0 188.0 188.7 1422 135.0 180.0 OBA 128.0 1228 171.4 91.4 121.0 20° 24' 28° 30° 32" 38° 40° 42° 42° 1959 1989 184.8 1990 1822 195.0 137.1 1829 185.3 195.0 117.8 158.7 154.3 1959 109.7 148.3 144.8 1922 1029 137.1 12 .8 171.4 91.4 121.9 1127 154.3 82.3 109.7 1103 1499 78.4 104.5 we 24' 29' 30" 32° 38" 40° 42" 48' 1950 189 192.0 115.0 1959 18.0 190.0 105.0 1929 198.0 137.1 171.4 180.0 1952 1220 1809 1825 185.0 120.0 150.0 180.0 187.5 108.7 133.3 135.0 1828 820 120.0 18.8 180.7 91.4 114.3 20° 24' 8' 30" 22" 35° 40° 42' 54° 19.5.0 195.0 170.7 195.0 195.8 195.0 1423 195.0 171.4 195.0 121.9 182.9 180.0 1952 1139 170.7 150.0 195.0 1027 1509 133.3 198.0 949 1423 18.0 1159 128.0 114.3 171.4 81.3 1219 20' 24" 28" 32° 39° err 1880 195.0 153.0 195.0 180.0 195.0 1220 192.0 154.3 109.7 184.5 144.0 1389 195.0 102.4 153.8 195.0 989 1449 1202 180.0 823 128.0 20° 24" 28° 30' 32° 2O" 24° 28° 30' 32" 20" 24" 28" 30° 20° 24' 28° 89" 195.0 1988.0 195.0 178.3 1092 195.0 174.5 1459 124.7 195.0 105.0 1743 183.8 195.0 183.4 1951 187.8 195.0 195A 195.0 180.7 195.0 118.4 109.1 180.0 133.3 114.3 1829 152.7 105.0 188.7 1801 150A 195.0 1027 149.3 78" 140.9 195.0 195.0 195.0 84' 173.1 148.4 138.8 1920 185.0 1853 195.0 195.0 100.0 147.7 123.1 1052 1402 195.0 185.0 185.0 195.0 195.0 925 184.8 137.1 117.8 195.0 155.8 157.5 105.0 1920 1783 PERFORMANCE VALUES OF INSTALLATION ANCHORS 82$4 TO SHEET 8 FOR O 160.9 MOOR DING. ANO41088 W/0 88AE CUP mown WITH 88&@ 018 AT 17° 0.0. AT 10° 0.0. AT 11° 0.0. AT 10" 0.0. 90tH MEOW 5x7t +)/OIT.(-) 0IL( +)/IPIT.( -) pcT.( +)/1NT.( -) T.(+)/MI.( -) 19 -1/8° 8 -1/2' 37° 28" 7990 199.0 . 195.0 185.0 195.0 115.0 18.50 190.0 195.0 195.0 143.7 1437 19 -1/8" 28 -1/2" 37° 38 -3/8° 195.0 195.0 18.4 195.0 191.2 195.0 135.9 181.3 138.9 182.9 97.4 182 19 -1/8' 28 -1/2" 37" 80 -8/8" 195.0 195.0 190.4 195.0 193.2 1820 137.4 - 171.7 138.4 173.0 824 1230 19 -1/8' 28 -1/2' 37° 83' 1989 1910 183.0 198.0 185.3 1989 110.4 1932 111.2 1849 78.1 18.4 19 -1/8" 8-1/2° 74 -1/4° 195.0 1920 1822 193.0 184.7 185.0 _ 117.1 187.4 AKCROOS 3/0 MBAR 078 MOORS WITH 1018AR CLIP TYPICAL ANCHORS( SEE ELEV. FOR SPAC*NC 1/4° DIA. KWIK -CON 11 BY 'HILTP (Fu.183 1C9. F1-157 15) 1/4" DIA. ULTRACON BY 'ELCO' (7u.177 086 7,4155 955) 80(0 29Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/6" MIN. PENETRATION INTO WOOD TK RU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY at4 SIAS OR SELF DRILLING MVO (85402 2 C88) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MNd. (6063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO CONCRETE AND MASONRY - 2 -1/2° MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE to - 3900' MASONRY `...Flc (sheet 601 7 PERFORMANCE VALUES OF AMMINUM BUCK INSTALLATION ANCHORS 890109 DOW. EXT. ( +) MT. ( -) WIN HEMS 20' 19 -1/8' 185.0 24' 28 -1/2' 195.0 28' 37° 195A 30' 19 -1/8' 194.4 32' 35' 182.3 38° 37° 182.0 40' 19 -1/8' 120.0 42' 28 -1/2' 120.0 20' 37' 195.0 24' 19 -1/8' 198.0 2a' 28 -1/2' 178.5 30' 42° 196.6 120.0 32' 36' 28 -1/2' 120.0 40' 120.9 42' 119.0 20' 198.0 24' 196.0 28' 120.0 30' 120.0 S2' 4$, 120.0 S8' 120A 40 120.0 42' 120.0 20' 195.0 24' 1115.0 28' 120.0 30' • 32' 54° ° 120.0 120A 38' 120.0 40' 120.0 42' 120.0 20' 195.0 24° 120.0 28' 120.0 30' Sr 120.0 32' 120.0 J0' 120.0 10' 189.0 24' 120.0 26' 86' 120.0 30' 116.2 32' 112.2 2O' 120.0 24• 109.3 28' 72' 98.3 30' 69.0 S2' 85.0 20° 101.3 24' 78' 86.4 25' 74.3 20' B0.8 24' 84° 88.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS VINDOW DIME. W. (+) WIDTH HEM**T INT. ( -) 19 -1/8' 1115.0 28 -1/2' 28' 188.0 37° 198.0 19 -1/8' 195.0 29 -1/2' 38 -3/8° 198.0 37° 120.0 19 -1/8' 195.0 28 -1/2' 80 -8/8' 198.0 37' 120.0 19 -1/8' 198.0 28 -1/2' 63' 120.0 37° 117.0 19 -1/8' 120.0 28 -1/2' 74 -1/4' 90.9 ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 USE UNIE2 U APPLICABLE E 1 COMM g $� E ZS g ig INSTALLATION TYPE '5' INSTAI.LA ION TYPE '8' 26Y WOOD BUCK St WOOD STRUCTURES TYPICAL INSTALLATION DUAL aN 11 FOUR S03ES/USING ALUMINUM l SYSTEM OPTIONAL COMER 6083 -T8 rue. re urn. PIEWRICTRBVISID IP r�rr ryf ;78 !f` - $2012 1 k 1 wing n9. W98 -100 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, Pl. 33112 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 "Clipped" Aluminum Tube Mullion - L.M.L APPROVAL DOCUMENT: Drawing No. M95 -13A, titled Series "Mullion Elevations and Details ", sheets 1 through 5 of 5, dated 11/25/95, prepared by AI- Farooq Corporation, with the latest revision "E" dated 12f21/I1, signed andsealed_ 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. 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, 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 No. 08- 0331.07 and consists of this page 1, evidence pages E-1 and E-2, as well as approval ''document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Strom Room 20$ Miami, Florida 33175. -2474 T (786) 315 -2590 P (786) 315 -2599 B2mtgamidade.8oYj ( kakrvogN NOA No. 12-0221.10 Expiration Date: March 28, 2013 Approval Date: May 10, 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. 08- 0331.07 and 95-0929.39) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details ", sheets 1 through 5 of 5, dated 11/25 /95, prepared by A1- Farooq Corporation, with the latest revision "E" dated 12/21 /11, signed and sealed by Javad Ahmed, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201 -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 casement windows mulled using a 1" x 2" x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL- 0080-0105 -08, dated 03/26/08 for specimen no 's 1 and 2, signed and sealed by Vinu J. Abraham, P. E. ( Submitted. under previous NOA No. 08- 0331.0?) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled • • using a 1" x 2" x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -96-525, dated 02/12/96, signed and sealed by Hector M.. Medina; P. E. (Submitted under previous NOA No. 95- 0929.39) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation . diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0080-0303 -96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P. E. ( Submitted under previous NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 02/10/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmed, P. E. D. QUALITY ASSURANCE L- . Miami Dade Department of Permitting, Environm and Regulatory Aff airs (PS). E —I Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-0221.10 Expiration Date: March 28, 2013 Approval Date: May 10, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. - F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 11/15/11, signed and sealed by Javad Ahmed, P. E. 2. Laboratory compliance Letters for Test Report No. , specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P. E. ( Submited under previous NOA No. 08- 0331.07) 3. Laboratory compliance Letters for Test Report No. HTL -0080- 0303 --96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P. E. ()Submitted ander previous NOA No. 95- 0929.39) 4. Laboratory compliance letters for Test Report No. HETI -96 -525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P. E: (Submitted under previous NOA No. 95 -0929.39) G. OTHERS 1. Notice of Acceptance No. 08-0331.07, issued to CGI Windows & Doors for their Series "Clipped Aluminum Tube Mullion - L.M.I.", approved on 05/08/08 and expiringon 03/28/13. Jaime D. Gascon, P. E: Product Control Section Supervisor NOA No. 12-0221.10 Expiration Date: March 28, 2013 Approval Date: May 10, 2012 E -2 T aes 000 CUP ANtE 6083 -TS MULLION CLIP FOR WM TUI ES 660833113 T8 (ALT. TO 2 PIECE CUP) 8.000 4.000 MULLION CLIP FOR 2BY TUBES 6083-16 (ALT. TO 2 PIECE CUP) INSTRUCTIONS: USE CHARTS AND GRAMM AS FOLLOWS. STELA :i84L2 SIEEA P 2 p PER ASE 7 USE DACE COUNTY APPRCro00 GLAZING PRODUCTS MEETING AIMS 1.0M1 REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. ONO GRAPHS ON SHEET 2 SELECT MIAMI SIZE SRN S1EP 4 DESWR RATIdo MORE THAN DESIGN LOAD maim IN STEP 1 ABOVE US W ANCHOR TYPES ON SHEETS 4 & S, AND ANCHOR GRAPHS STEPS MORE THAN THE DESIGN LOADS 800008ED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL. GLAZING PRODUCTS HORIZONTAL OR VERTICAL SOE WINDOS 02 DOOR APPROVAL. FOR FASTENERS SIZES AND SPACING m: M1iL 10662 5083 -T8 MIIN. MUWODI SYSTEM 13 RATED FOR LARGE MISSILE IMPACT. AND CAN 00 USED WITH AU. MWMI -DADS COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY( THS PRODUCT HAS AND TESTED TO COMPLY WRH THE REQUIREMENTS OF FLORIDA MUNNO CODE INCLUDING HIGH VELOCITY HURRICANE ZONE ra ALL 0M2*000 PRO7DUCfs USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. LEADS 0010 BUCHS � MAST BE A BD PROPERLY TO TRAEBS08 TO THE ANCHORS SHALL BE AS LMTED, SPACED AS SHOWN ON DEOWS. E1 NT TO BASE MATESAL SHALL BE BEYOND WALL (STUCCO, TILE ETC.). ARCM/TING CONDITIONS OTTIER THAN THOSE SHOWN W THESE OETA88 ARE ROT PART OF THEI APPROM A LOAD DURATION DOWSE S USED S OFSIWI OF ANCHORS IRO WOOD MY. WLTERI LLS DIMMING BUT NOT LIMITED 10 SINAI SCREWS. 1HAT COmE coma WITM MIER DISSMILAR MA .&SHALL MEET THE REODRELIDOS OF DIE FLORIDA.IBOO. OWE sgenaN 2003. PRODUCTIMBUID rumplyarthorkith AmopemEONO V -o '" .to 2o13 0 1 (sheet t Of 5 ) MULLION 'LOAD CHART 1"�"r1lr" 4WN. uw eo erect X1118 OS S a 20 as 39 38 40 46 69 as as as se Is sa as MULLION LOAD CHART E ' ► I1111\111\ice \T \1U\1.U•\\000�iiU■ 11111111111111111111111111111111101111111 111\1111111\\1111•1■ ■1111111111■ klaminziomninm sAimazimiromormm amirmiminurnam ae 82 ae ae TRI0eUT�ARYW2T11 YO es 89 a a MULLION LOAO CHART a MULLION LOAD CHART 14441Je ALM. 110 8ren. wsIY4 as as 49 46 1 MOTH ,. ,a 20 MULLION LOAO.CHART esdisaltil ALUM. WIZ No stn. COM ■,1• ■■ms ■ \l11111i■■ ■111111111\ ■ \e111111MII\■ monnommornristi 111■■ ■11111■11•1•■111■ 11111111►1111■ \ ■ \1111•■ \■ Sly \111\fsNIN111111.4111■ it• ■■ ►111■ \\1111111■1111 ■\ \•1■111111 \r11111..11111110 ■ ■■ \\111■1111■ \MilII • 30 • TIMY • 48 95 11 75 >e a 11011111►NN 8 1 a s 28 3 T � � S 6 2 6 8 7 0 7 8 w2 9 SAM PROMICIf *1 81 mot wnwa. SWIPE TYP UI NLL6ITN ARRANGEMN S WIDTH (W) o RATED IN THESE CHARTS MAY BE ORIENTED Y OR HORIZONTALLY. d!ITE�O TON BETWEEN M�DTHS ALLOWED) MULLIONS 144ZITALNweNsawilodda • I loge 4 1 1 i .� OLI 1 area 110. M98 -13A LAW 2of5 (shoot 3 of 5 ) Jm ki to ANCHOR LOAD CHART RA1111 M MENNEN \11121116 roar TYPE A 20 25 30 35 40 46 60 55 60 65 70 75 80 85 TRIBUTARY WTATH - INCHES ti ANCHOR LOAD CHART ANCHORS TYPE C m ANR C 20 00 35 35 40 45 50 55 60 65 70 76 80 85 TRIBUTARY WIDTH - INCHES CI ANCHOR LOAD CHART 28 26 38 35 40 45 50 56 60 65 70 75 80 85 TRIBUTARY MOTH - XNEHES ANCHOR LOAD CHART ANCHORS TYPE ANC 0 0 20 25 38 36 40 45 50 55 60 65 78 75 80 85 TRIBUTARY WIDTH - INCHES ANCHORS A e. c OT D ANCHORS E R A OO HORIZONTAL MULLION _MOOS mRH8 RE EGORIEED ANiCtI Guam MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) a 1Y1 + 52 a ANCHORS A OT PO ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS 4 1 X00. M95 -13A ,ANCHORS TYP_ E 'A' MULLION ANCHORS TYPE 'a' L,S" SIB. I n I MILEC' 'EL CO' (Fw177 X9. Pya186 N9) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENEmRAATION INTO WOOD THRU IBY BUCKS IMO CONC. OR MASONRY 1 -3/8" MIN. EMBED INFO CONC. 1 -1/4" MIN. EMBED INTO MASONRY TYPICAL. EDGE DisTM4 INTO CONCRETE AND MASONRY = 2 -1/2" MIN. IMO WOOD = 1" MIN. INTO METM. STRUCTURE = 1/2" MIN. ANCHORS TYPE 'C' ACCOMODATE 11111 TO cuP.Atosa TO MASOMY 2X2X18° ALUM ATME ARGLE i J 1,. / 14 B.WS 9/4° 0 IAIRICON • 1 -3/8° MIN. OWED • R/ ANGLE. taSONRY BLOCKS W000 BUCKS NOT BY C.O.I. MUST SUSTAIN LOOS IMPOSED. coo, 0604 WA . tan •'• PRODUCTRBVISBD ocaptytad agwiththeFicablo TIMMIngO AN0 .10 1 (sheet 4 of 5 ) ANCHORS TYPE 'D' 4 TUBE MULLION 122. 1X3. 124 TRIM 18000 BUCKS TO INSTALL ANCHORS ACCESS HOE X 1 -3/4' ULTRACON ALUM PLATE 1/8' TL6(. (8083 -T1) SEE OILART2FORIOUANOTIES FU 10A -6; 77 � TUBE MULLION AM CHANNEL 3/4 3 4 % TO CL 41T %TUBE 6 IN OTHER OMECMCN1 1/8' THICK ALUM CHANNEL LOOM TO FIT 2233 INTO MILLION 1112 1 PER AT 110 & 123 MULLO 2 PER CUP AT URGER MULLIONS 11 21W TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION °sk 1 -1 /4• MI uIIJuI X11111 ACM > L.A$T- O Nb. • >t END 1/4. 1XA. ULTRACON 1 -3 /B° RAN. EMBED 2 PER PLATE Ereer•FNAD MO." PRODUCFREIVISSD aomolyloa lBMMplads Attop1.�0Oa_ oleo -. ._1,10 5 (sheet 5 of 5 )