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WS-11-1472
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163206 Permit Number: WS -8 -11 -1472 Scheduled Inspection Date: September 08, 2011 Inspector: Bruhn, Norman Owner: HURTAK, DONNA Job Address: 533 GRAND CONCOURSE Miami Shores, FL 33138 -2464 Project: <NONE> Contractor: THE COMPANIES OF R &S INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060171350 Phone: 305 - 256 -6666 Building Department Comments REPLACE 3 WINDOWS Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 07, 2011 For Inspections please call: (305)762 -4949 Page 27 of 47 al 161 ti —1S0 Miami Shores Villag� Building Department to050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC .206. Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address S-33 G-ra 4 City` 1 Q..M ,S h, �.S' State Tenant/Lessee Name 7.CEDPED AUG 11 2011 Permit No. � I Master Permit No. '—��Electrical Plumbing Mechanical Roofing a J f Ome... ECilC k Phone # 3ar 75Lq e IX! e\eoU rS-t Zip 3313 2 Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 331 3 Is Building Historically Designated YES NO Contractor's Company Name The Ca vh Pa- vNi' -e-, i P �S Contractor's Address 4S71 S S4 i V? Tax-c. City � t &IN(1 State FI D of l 4 f_ Zip 3 3 1 1 Qualifier S33 Grc.J CoJ\eou(s( Phone # 305— 7,51.— (4246 Architect/Engineer's Name (if applicable) Mme iq 'n $ Value of Work For this Permit 4,700 Type of Work: ❑Addition ❑Alteration Describe Work: et.0 Phone # 78 4— 573- O 10 2 Square Footage Of Work: I T D r Repair /Replace V.' \ i Zv- ❑ Demolition o✓ Submittal Fee $ Permit Fee $ JJ�� CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ CIS. 017 CIL,4 542,8 • (Continued on opposite side) Bonding Company's Name (if applicably Bonding Company's Address City State Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will of b appr, rei - ction fe i 71 be charged Signature Owner or Agent The fore� ng instrument was acknowledged before me this day of ..hot."-t_ , 20 I I , by N O /■-• who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor strument was acknowledged before N. e thi 20 , by 17_J wLe isppersonally known tl or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si • Print:D My Commission Expires: State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 My Commissi *** ** *** ***** ** ompetency Holder) Is Notary Public - State of Florida • s My Comm. Expires May 19, 2013 si,**Vg1►elrbttsi>Itt >16leM492** ° Bonded Through National Notary Assn. _rr�,.__ Certificate of Competency No. Plans Examiner r, Engineer ;a; Zoning A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOr HIII!I 11111 11111111111111111111111111lii 1ii1 CFN 2101 1R0539432 OR Bk 27790 P9 1123; (19s) RECORDED 08712/2011 09:38:09 HARVEY RUVIN' CLERK OF COURT 19IANI -DARE COUNTY' FLORIDA LAST PAGE PERMIT NcWS STATE OF FLORIDA: COUNTY OF MIAMI -DADE: AX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement 1. Legal description of property and street/address: M fA i S 1, o-rc s Se-c. i A-1,101 PE. IS _ 1 if...... -- o+ 2- • +0 2-6 Inc. ') i< c b Loo- s'i'ze 2 ®4 x rs„ cr !74`7 7 --1f 5q>3 nSq� I of 1/677 14519 06'17 ®b 2. Description of improvement R-p1 a.e w vvao1.J5 t+1 S∎ 1 r om Name and address of fee simple titleholder: 4. Contractor's name and address: C b-kva p ex4, ^ e 4 R-(-S 8 7 15 Stn) i 29 '`''irO`c-e•- • Mut .4.; Ir 3 fi7 b 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1xaj7., 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 713113(1)(b), Florida Statutes. Name and address: 9. Ex iration date of this Notice of Commencement: (the expiration data is 1 year from the date of recording unless a Sworn to and subscribed before me this ! day of A 20 Notary Public _ Print Notary's Name C lA 1 commission expires: 12381 -s2 PAGE 4 1 Address: C SUL) ► t A-i (323�f!/ .40"tik Notary Public Mate of Moeda Karla D Martinez t� My Comfi :33bn EE047632 vierr�4" Elea 12/08/2014 WITNESS my hand and CLERK I I NT I I I I C 08/16/2011 15:53 305 - 256 -6700 MIAMI -DADE COUNTY 140 W CO FLAGLER ST 1st FLOOR MIAMI, FL 33130 THE COMPANIES OF RS: 201e LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES D F AMUST BE DI+AT PLACE BUSINESS PURSUANT TO COUNTY CODE CHAPTER SA - ART. 9 & 10 PAGE 02/03 FIRST - CLASS U.S. POSTAGE i PAID MIAMI, FL PERMIT NO. 231 009527 -3 THIS IS NOTA BILL, DO NOT PAY B COMPANY NYELOCATION s INC THE RENEWAL 8715 SW 129 TERR STATE* C C016750 009527 -$ 33176 UNIN DADE COUNTY OWNER COMPANY OF R & S INC THE Sac. Type of BuylITex$ .M,E es 196 GENERAL LO BW LDING CONTRACTOR 10 WORKER /S BUBq¢Esx TAx o c p}. rr 60E8 CT 0; .h$ mina To VI5 AT OR E7�1'INO REGULATORY A M IT <liEgr_ PERMIT 71Eh9hE THE A °2 TlRCA71QN to .Tx7NB. HOLDER'S out' PAYMENT ERECEW@p COY-ECTCge ry TAX 08/25/2010 60020000021 000075.00 SEE OTHER SIDE DO NOT FORWARD COMPANY OF R & S INC THE JOHN T DOWNEY PRES 8715 SW 129 TERR MIAMI FL 33176 ie► ti„ eifi,, �, lii.,, i, tfi�„ i, i, ifi„ifi�.,,,il,,,,ii,i,i��, °►1t WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 7/18/2011 kto R tp__ 3 Q0c. Description: New windows for 533 Grand Concourse, Miami Shores, Fl Analysis by: mr User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, Ill, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 20.00 ft Ridge Height (RHt) 24.00 ft Mean Roof Height (Ht) 22.00 ft Width Perp. To Wind Dir (B) 69.00 ft Width Paral. To Wind Dir (L) 87.50 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.32 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = Bm = Cc = I= Epsilon = 1.000 0.650 0.200 500.00 0.200 ft Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Cate o II: RI . id Structures - Corn . lete Anal sis Zm Zmin 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.8988 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8718 Enclosed Buildings Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc.I Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings I 0.18 I -0.18 www.mecaenterprises.com Page No. 1 of 3 ri WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz Kzt qz Pressure (1b /ft^2) Windward Wall* 0 Kht I13/ft^2 +GCpI -GCpI 24 0.94 1.00 43.47 21.88 37.24 22 0.92 1.00 42.68 21.34 36.71 20 0.90 1.00 41.83 20.76 36.13 15 0.85 1.00 39.37 19.09 34.46 Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (M -thod 2) fiiiiiiiii� I L Variable Formula Value Units Kh 2.01 *(Ht/zg) ^(2/Alpha) 0.92 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 42.68 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.92 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 42.68 psf Surface Wall Pressure Coefficients, Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) Cp 0.8 Roof Area (sq. ft.) Roof Pressure Coefficients, Cp Reduction Factor 1.00 Calculations for Wind Normal to 69 ft Face Additional Runs may be req'd for other wind directions Leeward Walls (Wind Dir Normal to 69 ft wall) Leeward Walls (Wind Dir Normal to 87.5 ft wall) Side Walls Cp Pressure (psf) +GCpI -GCpI -0.45 -0.50 -0.70 -23.88 -8.51 -25.82 -10.46 -33.08 -17.71 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 69 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge -0.54 -0.04 -0.46 -27.26 -8.97 -24.43 -11.90 6.39 -9.07 7/18/2011 www.mecaenterprises.com Page No. 2 of 3 7/18/2011 WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Top (Windward) -0.54 -19.58 Overhang Top (Leeward) -0.46 -16.75 Overhang Bottom (Applicable on Windward only) 0.80 28.45 -19.58 -16.75 28.45 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 87.5 ft face Dist from Windward Edge: 0 ft to 44 ft - Max Cp Dist from Windward Edge: 0 ft to 11 ft - Min Cp Dist from Windward Edge: 11 ft to 22 ft - Min Cp Dist from Windward Edge: 22 ft to 44 ft - Min Cp Dist from Windward Edge: > 44 ft -0.18 -0.90 -0.90 -0.50 -0.30 -14.21 -40.33 -40.33 -25.82 -18.57 1.15 -24.97 -24.97 -10.46 -3.20 * Horizontal distance from windward edge Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 6.9 ==> a Hipped Roof 7 < Theta <= 27 6.90 ft Double Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ft"2) Max Min Max Min window A 8.5 5.25 44.63 5 0.89 -1.17 45.47 -57.64 window B 5.1 5.25 26.78 5 0.92 -1.25 47.14 -60.99 mullion 5 5.25 26.25 5 0.93 -1.25 47.20 -61.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. www.mecaenterprises.com Page No. 3 of 3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Window Systems, LLC 745 West 18th Street Hialeah, FL 33010 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinacode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: " Eco -Guard Series -200 " Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.) ", sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17 /2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LIMITATIONS: Miami Dade County Product Control Approved Shutters Or Protection Devices Are Not Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. oS%27 /Zod9 NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 Page 1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.) ". sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vigar, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. E -1 I `.... i�Ld I H -cI"y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 ECO Window Systems., LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 08- 2230A, dated 01 /15/09, signed and sealed by Candido F. Font, P.E. 8. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230B, dated 01 /15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Comparative analysis and Anchor verification calculations and structural analysis, complying with FBC-2004/2007, sheets G -1 to G -2, CR -1 to CR -27, DC-1, TR -1 to TR-5, Ca -I to CA -26, GL -1 to GL-3, A -1 to A-4, R -1 to R -3, prepared by Al- Farooq Corporation, dated 03/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTMEI300- 02/04. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated April 28, 2009, signed and sealed by Arshad Vigar, P.E. E -2 y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 72° 3 1/2" MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE APPUED) MAY BE USED WINDOW WIDTH 4" wp- I I I - } T -. -rr 1 F2 mw Z U 1 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH ECO —GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. z 32 3/4" D.L OPG. 3 1/2" MAX. HEAD /SILL CORNERS WINDOW HEIGHT VENT HEIGHT 111" WINDOW WIDTH 4° 10 5/8" MAX. A CORNERS II I i' 0 -�__ it - - I� _ I ;I -- �II, II // IIII I II I === L -1 11-_- - 7 II 0 II 1 -- I = =-_'i - - -r I I I iI It. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREW!). GLASS SILICONE DOW CORNING 899 a GE SCS 2000 2 to rn rn GLASS TYPE 'A' 32 3/4° O.L. OPG. 36 7/8° VENT WIDTH 1/8" HEAT STREN'D. GLASS .090° INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/8" HEAT STREN'O. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'B' GLAZING OPTIONS 32 3/4° D.L. OPG. Algoma ss complying with Um Floriabi Cod Dais NOM t m• l Pialad Im THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engle: ARSHAD VIQAR CIVIL FLA PE d 38863 C.A.N. 3538 LA, APR 2 4 2009 ECO -GUARD SERIES -200 ALUM HORIZ. ROLLING WOW. COMP- ANL \W09 -12ECO ci of i5 No =K1 N 0 65M D ' Z�J N 3w= O 1U J U r- W W r- X N 0 0. U m 0 .0 O o 0: 0 0 8 0 • 0 0 8 0 a 0 •i 1 0 r—� drawing no. W09-1 2 sheet 1 of 7 C 0 .a 5 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 1r WIDTH HEIGHT EXT.( +) INT.( -) EXT.(+) INT.( -) 26 -1/2" 4 70.0 80.0 80.0 90.0 37" 26" 4 70.0 80.0 80.0 90.0 53 -1/8" (3) 6 70.0 80.0 80.0 90.0 74° 38 8 70.0 80.0 80.0 90.0 26-1/2" -3/8" (3) 4 70.0 80.0 80.0 90.0 37" 38 -3/8" 4 70.0 80.0 80.0 90.0 53 -1/8" (3) 6 70.0 80.0 80.0 90.0 74" -5/8" (4) 8 70.0 80.0 80.0 90.0 26 -1/2" 63" 4 70.0 80.0 80.0 90.0 37° 50 -5/8° 4 70.0 80.0 60.0 90.0 53 -1/8° (4) 6 70.0 80.0 80.0 90.0 74° 24" 8 70.0 80.0 80.0 90.0 26 -1/2° CO 4 70.0 80.0 80.0 90.0 37° _ 63 4 68.9 77.5 80.0 90.0 53 -1/8" (5) 6 _ 70.0 70.0_ 80.0 90.0 74" 36" 8 70.0 70.0 80.0 80.4 24" (3) 4 70.0 80.0 81.0 90.0 36° 36° 4 70.0 80.0 80.0 90.0 48" (Z) 6 70.0 80.0 80.0 90.0 60" �4) 6 70.0 80.0 80.0 90.0 72" 8 70.0 80.0 80.0 90.0 24" 48" 4 70.0 81.0 80.0 90.0 36" (4) 4 70.0 80.0 80.0 90.0 48° �3) 6 70.0 80.0 80.0 90.0 60" 6 70.0 80.0 80.0 90.0 72" 60" 8 70.0 80.0 80.0 90.0 24" (5) 4 70.0 80.0 80.0 90.0 36" 4 70.0 80.0 80.0 90.0 48" �4i 6 70.0 80.0 80.0 90.0 60" 6 70.0 80.0 80.0 90.0 72" 8 70.0 80.0 80.0 90.0 24" 4 70.0 80.0 80.0 90.0 36" 4 70.0 80.0 80.0 90.0 48" 60° 6 70.0 70.0 80.0 90.0 60° (5) 6 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB 4 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 9 70.0 80.0 80.0 90.0 106 -1/4° (3) 12 70.0 80.0 80.0 90.0 111° 12 70.0 80.0 80.0 90.0 74" 38 9 70.0 80.0 80.0 90.0 106 -1/4" -3/8" (3) 12 70.0 80.0 80.0 90.0 111" 12 70.0 80.0 80.0 90.0 74° 50 9 70.0 80.0 80.0 90.0 106 -1/4" -5/8" (4) 12 70.0 60.0 80.0 90.0 111" 63" 12 70.0 80.0 80.0 90.0 74" CO 9 70.0 70.0 80.0 90.0 _ 106 -1/4" 12 70.0 70.0 80.0 82.6 111" 24" 12 70.0 70.0 80.0 80.4 72° CO 9 70.0 80.0 80.0 90.0 84° 24° 9 70.0 80.0 80.0 90.0 96" (2) 12 70.0 80.0 80.0 90.0 108" 36" 12 70.0 80.0 80.0 90.0 72" (3) 9 70.0 80.0 80.0 90.0 84° 36° 9 70.0 80.0 80.0 90.0 96" CO 12 70.0 80.0 80.0 90.0 108" �4) 12 70.0 80.0 80.0 90.0 72° 9 70.0 80.0 80.0 90.0 84° 48" 9 70.0 80.0 80.0 90.0 96" (4) 12 70.0 80.0 80.0 90.0 108" 12 70.0 80.0 80.0 90.0 72° 9 70.0 70.0 80.0 90.0 84" 60" 9 70.0 70.0 80.0 90.0 96" (5) 12 70.0 70.0 80.0 90.0 108° 12 70.0 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1/3W) ,Aj (1 /3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B'r WIDTH HEIGHT EXT.(+) INT.( -) EXT.( +) INT.( -) 74" 9 70.0 80.0 80.0 90.0 106 -1/4" (3) 12 70.0 80.0 80.0 90.0 111° 12 70.0 80.0 80.0 90.0 74° 9 70.0 80.0 80.0 90.0 106 -1/4' 38 -3/8" (3) 12 - - 80.0 90.0 111° 12 - - 80.0 90.0 74" 50 -5/8° 9 70.0 80.0 80.0 90.0 (4) 74" 63" 9 70.0 70.0 80.0 90.0 CO 72° 9 70.0 80.0 80.0 90.0 84" 24" 9 70.0 80.0 80.0 90.0 96° CO 12 70.0 80.0 80.0 90.0 108" 12 70.0 80.0 80.0 90.0 72" 9 70.0 80.0 80.0 90.0 84° 36" 9 70.0 80.0 80.0 90.0 96" (3) 12 70.0 80.0 80.0 90.0 108" - - 80.0 90.0 72° 9 70.0 80.0 80.0 90.0 84" �4) 9 70.0 70.0 80.0 90.0 96" 12 70.0 70.0 80.0 90.0 72" 60" 9 70.0 70.0 80.0 90.0 (5) A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1 /4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH °XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. ARIsweed >Semta s with trite Porida .,,: ,,.: 200 Vow ,rirwrir o Mud Product CO Obridam /'i. /Y NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr. AISHAD VIOAR CMl FLA. PE # 38863 C.A.N. 538 APR 2 4 2009 z• }} I- W O • w IX M O'&>M o c.< o mE • 07 0 < W 't J1e _ o 0(111< • WEE FAX. (305) 262-6978 N COMP -ANL \W 0 a N a) 0 z w 0 v a 0 C 4 r-� I • N 0 drawing no. W09 -12 sheet 2 of 7 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: Wt = 3/8" X 2 -1/4" WEEPHOLES AT EACH END AND 37" 0.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. TAPCON BY TTW' (Fu =120 KSI, Fy =92 KSI) 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 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2— INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. typist r ), =e Product • • Engr. ARSHAD MOAR CIVIL FLA. PE # 38863 C.A.N. 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING C v IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING APR 2 4 2009 drawing no. W09 -12 sheet 3 of 7 sheet 4 of 7 ) 1 /4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REQO. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH VENT WIDTH XO LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS VENT WIDTH MCI 1/4° MAX. SHIMS D.L. OPG. D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING aUSE aama� � WOOD STRUCTU D.L. OPG. EXTERIOR MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH I WINDOW WIDTH V 1BY WOOD BUCKS Engr: ARSHAD VICAR CIVIL FLA PE 8 38863 CAN. 3538 APR 2 4 2009 6 8 th U w N 0 3 ZJ a 0 v FAX (305) 261 -2539 C 0 a U a7 'O T C 0 d O "O N a n_ 0 O C C a N 0 drowing no. W09 -12 amimmaReEacs IR iliir `i I E -- SCREEN OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REQO. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH VENT WIDTH XO LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS VENT WIDTH MCI 1/4° MAX. SHIMS D.L. OPG. D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING aUSE aama� � WOOD STRUCTU D.L. OPG. EXTERIOR MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH I WINDOW WIDTH V 1BY WOOD BUCKS Engr: ARSHAD VICAR CIVIL FLA PE 8 38863 CAN. 3538 APR 2 4 2009 6 8 th U w N 0 3 ZJ a 0 v FAX (305) 261 -2539 C 0 a U a7 'O T C 0 d O "O N a n_ 0 O C C a N 0 drowing no. W09 -12 0 W N I 0 3 ZJ a 0 0 V L TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Approved as complying with the Date 0 NOM ronllfalmal Dide4odsstii Engr: ARSHAD VIQAR CML FLA. PE / 38863 C.A.N. 3538 APR 24 2009 • FAX (305) 261 -2539 ro 0 M c 0 Q N 0 N O a O 42,2 C— dote; 02 -24 -09 u drawing no. W09 -12 (sheet 5 of 7 2.750 .715 1.067 .062 1.434 .813 -1.140 —I VENT TOP /BOTTOM RAIL FRAME HEAD JAMB STILE 2.750 FRAME SILL 2.501 .500 MEETING RAIL 3/16" 12 i r 1" .. ■ STEEL REINFORCING .519 0 .719 .04 3 1.047 GLAZING BEAD SILL TRACK .500 �---r- .187 _1 .062 2.750 I 2.812 .e7a �-� 1.687 MOV. FRAME JAMB © FIXED MTG. RAIL —{ .750 r_ .062 2.812 4� .969 1.688 O FIXED FRAME JAMB 2.750 11 .500 2.688 .062 769 f 8 2.611 0 FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 FY201 1 FRAME HEAD 6063 -T5 - 2 FY202 1 FRAME SILL 6063 -T5 - 3 4 FY203 1 SILL TRACK INSERT 6063 -T6 - FY205 AS READ. MOV. FRAME JAMB 6063 -T6 - 5 FY101 AS REDD. FIXED FRAME JAMB 6063 -T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063 -T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063 -T6 - 8 FY206 1/ VENT JAMB STILE 6063 -T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063 -T6 - 10 FY108 AS REQD. GLAZING BEAD 6063 -T6 - 11 - AS REOD. REINFORCING BAR STEEL - 12 - AS REDO. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063 -T6 USE AS REOD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X I" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REOD. FIN SEAL WSTRIPPING - ULTRAFAB 20 0300T190 AS REDD. BULB SEAL Q -LON SCHLEGEL 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 23 - AS REQO. GLASS SPACER SIUCONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063 -T6 OPTIONAL Engr: ARSHAD VIQAR FLA PE �L 38863 CAN. 3538 APR 2 4 2U0,9 A�Y6d��iP3t6� Irleiddassie 1d ZOOS NOAB . ���F�lT' Nand r,"' @aatdet By ECO -GUARD SERIES -200 ALUM NOM. ROLLING WOW. (LM..) ti ) C 0 a U d 'O .0 C 0 a) 0 '0 0 0 0 0 a 0 O O C a scale: l /2• a i• drawing no. W09-1 2 sheet 6 of 7 s VENT TOP /BOTTOM CORNERS FIXED MTG RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER AipreV d rs c0p►Ying ` �e Miami Ertgr: ARSHAD VICAR FLA. PE i 38863 C.A.N. 3538 APR 2 4 2009 z • w aQ ce O O- a cc o f a ✓ o M o a. <a 8 o �E rg z. 0 Q w LL a �OMQ a W 1 E 0 ECO -GUARD SERIES -200 ALUM HOW. ROLLING WDW. (LMJ.) 0 U w N I a. O FAX (305) 261 -2539 N N N 31 W N C 0 a u m a U) `U m 0 07 0 C N 0 scale: 1/2° 1° O .b' drawing no. W09 —12 sheet 7 of 7 MIAMIDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (MU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County. Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Mullion Elevations and Details ", sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 03/27/08, prepared by Al -Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0312.02 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, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode • raAMIDADE'cOUNT• APPROVED NOA No. 08- 0331.07 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -13A, titled "Mullion Elevations and Details, sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 03/27/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading 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 aluminum casement windows mulled using a 1" x 2" x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL- 0080 - 0105 -08, dated 03/26/08 for specimens #1, & 2, signed and sealed by Vinu J.. Abraham, P.E. . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA- 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 96-525, dated February 12, 1996, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA#02- 123.06) 3. Test reports on: 1) Large Missile Impact Test, Loading per 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 NOA#02-123.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 03/27/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manuel Pe E. Product Control E er NOA No. 08 -0331.07 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 f CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated March 27, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 27, 2008, signed and sealed by Humayoun Farooq, P.E. G. O'1'HER 1. Notice of Acceptance No. 07- 0312.02, issued to Construction Glass Industries for their Aluminum Tube Mullion — L.M.I., approved on 06/14/07 and expiring on 03/28/08. E -2 Manuel Pere Product Control Ex NOA No. 08-03 .07 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 11li p. l 1111.11=11lll l l 1 111111111111 (sheet • 1 of 5 ) -S • 2.000 i .125 2.000 --•.1 CUP ANGLE - 6063 -T5 .715 1.8jI {75 .Y� 4.000 —d .125 MUWON CUP FOR 1 BY TUBES CGI -383 6063 -T6 (ALT._TO 2 PIECE CUP) MULLION CUP FOR 2BY TUBES CGI -395 6063 -T5 (ALT. TO 2 PIECE CUP) INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. STEP 6.000 b-- -2.000 MULLIONS CONTAINING TYPI AL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6083 -T13 MIN RECTANGULAR ALUMINUM TUBE MULLIONS USING MUWON PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). AU. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCWDING BUT NOT LIMITED TO SfEEI./METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. Engr: DR. HU YtUN FAROOQ FLA. PE if 18557 C.A.N. 3538 -2 7 zoos PRODUCT REVISED as Complying with the Florkht rsoidlog Code NO Date _,LT.7!LL 133 / /!'... 7 2013 V' 0 1 MULLION ELEVATIONS AND DETAILS 0 c x c 0 0 v co N 0 O m n O 0 O N a cQ ID 0 0 m drawing no. M95 -13A (sheet 2 of 5 ) y r. MULLION LOAO CHART w 20 25 30 35 40 46 50 55 60 65 70 75 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART -�+ 2x4x1/8 ALUM. TUBE m � STEEL. �L4 ■ \ \■■ \�ii, i1� \lii \ \i \ \i1 80 135 a 0 Jm 0 H (O@ W ). 0 C, \Ii \, \ii \iii \1i i1\i11\ii1\i•i111\ 111111ii\\i1111111■iiii 01111111111111111111111.311111 \\i►\11i\ \ii•\ii ■\I\i111\Uiii►\ 1111■111\ \iit11•ii\ \\IIL\ EINIMM a11ii ilii \iiiiiii ►'111■■ \ \i \'ii \i i2\ii\i \►\iii 20 25 30 36 40 45 50 65 60 65 70 75 88 85 TRIBUTARY WIDTH - INCHES 8 z N a 12 N ea N a C, 20 25 MULLION LOAD CHART : 1x3x1/8 ALUM. TUBE NO STEEL CGI1X3 38 B- 30 35 40 45 50 65 60 65 70 75 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART MULLION LOAD CHART N N N N a N a C, 1x4x1/8 ALUM. TUBE NO SIttL CGI1X4 alimmom \ai\ i\i■ii \11i\■ 10111111111111111111W1111 111l'■l•iiiii• iiCleiiiil111ii■ ■11i \ \ii \`(Iii \\g\11\ii1►\i mils \il■m►. iii■i`\ 11Iii ■1i\i\ \110111■ 80 95 20 25 30 35 40 46 60 66 60 65 70 75 90 96 2x6x1/8 ALUM. TUBE NO STEEL CGI2X6 1111111111111111E11111•111 1\i \ii11111111i■ 1 ■ llIn11 \1ii \ \ii\. \I��i► \i \ \ii \1■ \li► \i ►i1 \ii ►■ ■11\1ii ■i ■11ii ■ ►\ ®!i \iiiiii► ► \ \1i \ \ii \ii \ti \1i\i\i\ \i\11■ 111■ \,11■1111111111111•11, i\\11\i \ii \\11i► 111\■ ►i \ \i111KM ii►\i \i \iii \`►'� ■ ■ \ ■11M1\0ii• iii\iiiii\i i111111111\ \i\ \111111►_ iiiiiMEMILMi a 20 25 30 35 40 45 60 56 68 65 70 TRIBUTARY WIDTH - INCHES 75 80 BE TRIBUTARY WIDTH - INCHES W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT 3 GLAZING PRODUCT MUWON SPAN TYPICAL M WON ARRANGEMENTS WIDTH (W) o W1 + W2 2 NOTE; MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Engr. DR. HUMAY 1013 FAR000 rnUa' "D STRUCTURES 83 ITORTMOg with ble Raids FLA. PE % 18557 Dian Calk CAN. 3538 AetaptasKe No Ezastestlu0 Onto m y6U z 0 0)) C Widescription t 0 O 0 .0 0 0 drawing no. M95 -13A VERTICAL MUWON GLAZING PRODUCT MUWON GLAZING PRODUCT W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT 3 GLAZING PRODUCT MUWON SPAN TYPICAL M WON ARRANGEMENTS WIDTH (W) o W1 + W2 2 NOTE; MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Engr. DR. HUMAY 1013 FAR000 rnUa' "D STRUCTURES 83 ITORTMOg with ble Raids FLA. PE % 18557 Dian Calk CAN. 3538 AetaptasKe No Ezastestlu0 Onto m y6U z 0 0)) C Widescription t 0 O 0 .0 0 0 drawing no. M95 -13A rt' N N N .4 N N ID a ANCHOR LOAD CHART ANCHORS TYPE A CGIANCA 20 26 30 35 40 45 60 55 60 65 70 76 Be 85 TRIBUTARY WIDTH - INCHES N C, ANCHOR LOAD CHART ANCHORS TYPE B CGIANCB ►\11\\1111\ ■ ■■ om . 1►11111111111111►1■11■ ■ ■ ■ •■ 111111111111111111111•11111111111111 1 \111 \1 \lam \ \ \ ■ ■ ■ ■■ 111 \ \► \ \ \ \ \ \ ►��'- �'"��■ 1111 \1 \ \ ► \ \� \�\ 1111■■■ \1 \111MM \\2\■ ■■ ■"E„",„ ■■ 11111N"1,,,, 11NMEN 11■R\■■■SIM■M■■ ■ ■" INIMIN," ■ ■11M■■■■TI■11■■ ■■■ \\.\`\T\\\■\ ■ ■ ■."„� T1�'T�,,,',' ■■■■",U-,',' ■11■■■"11N,,11, ■1111•■ •HEM``'S 1111•■ ■1111■\ — \93 20 25 30 ANCHORS TYPE A,B,CORD 35 40 46 60 56 60 65 70 75 80 TRIBUTARY WIDTH - INCHES HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 47-- GLAZING ,i" PRODUCT Y !~ '-'' ll ''NN i /~ x GLAZING PRODUCT AIL 111 GLAZING PRODUCT ANCHORS TYPE A. B, C OR D MUWON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) — wl + W2 2 ANCHOR LOAD CHART .,: .,: ANCHORS TYPE C CGIANCC 85 20 25 30 35 40 45 60 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES a J (33 ANCHOR LOAD CHART 111111■'2111RIE11I 20 26 30 35 40 45 60 65 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEtTS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS z C, 0 0 MULLION ELEVATIONS AND DETAILS 0 N m Y3 2 P O C, w a C c drawing no. M95 -13A (sheet 3 of 5 ) Sheet 4 of 5) ANCHORS TYPE 'A' 2 X 2 X 1/8" ALUM ANGLE / 14 S.M.S. 2/ ANGLE • .1/4" 0 TAPOON 1/ ANGLE d 111: 4 - MULLION - MULLION 2 X 2 X 1/8' ALUM ANGLE - 2-5/8" LONG -r 1 1BY OR 2BY WOOD BUCK A • a .^ • MULLION 2 X 2 X 1/8" ALUM ANGLE r� 1.500 O MIN. •8 e 1 �2' MDa•°— 1 PREdialCONc. ' # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM ° 44 . • 4' 1/4" DIA. TAPOON 1 -1/2' MIN. EMBED 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE ANCHORS TYPE 'B' - MULLION -MULLION .1/4" 0 TAPCON li2/ ANGLE n 4 4 ' II° 1 r, 2 X 2 X 1/8" ALUM ANGLE — .2-5/8' LONG a G 1BY OR 28Y W006 BUCK e .4 • -I —0 TAPCON$ 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 ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 5/8° MIN. ANCHORS TYPE 'C' 2 X 2 X 1/8' ALUM ANGLE # 14 S.M.S. 3/ ANGLE MULLION 1 j ■ ■ 1 Ids f° CONCRETE OR MASONRY BLOCKS 2 X 2 X 1/8' ALUM ANGLE 3 -5/8" LONG NOTCH WOOD BUCK TO ACCOMODATE •CLIP. ANGLE TO MASONRY 4. vo •1/4' 0 TAPCON 1 -1/4" MIN. EMBED z/ ANGLE WOOD BUCKS NOT BY C.G.I. MUST SUSTAIN LOADS IMPOSED. Engr DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 MAR 2 7 2( Z z PRODUCT REVISED to cemptying with the MAEda Adding Cade M o /, °!.-,G I Vale .. i%'Ti 08 ZDL 0 Q Z 0 0 2 a 0 m o � c 0 0 0 1 1 4 drawing no.' M95 -13A ANCHORS TYPE 'D' TUBE MUWON 1X2, 1X3, 1X4 TRIM WOOD BUCKS TO INSTALL ANCHORS ACCESS HOLE ANCHOR NO. OF CHART SCREWS TYPE A k D 2 TYPE B 3 TYPE C 4 ALUM PLATE 1/8' THK. (6083 —T6) MUWON 113Y OR 2BY TUBES METAL TO METAL CONNECTION ALUM PLATE 1 -1/4' 4e.° A • ds :e' • . . • 2' MIN. EDGE DIST. �J/It2L1J)1. drawing no. M95-1 3A (sheet 5 of 5 )