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WINDOWSMIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date /.22— /-3 - >I' Type Insp'n - 7/ — C-4;-4() CWI NAO1AJ5 Permit No. P>49 9OO 7" — /.5 Name Address l 1 O,6" , 1 CO / ST Company C���' Phone # age 84 Inspection Date /o'Zf ` T /6/ Approved Correction Re -Insp' n Fee BUILDING PERMIT APPLICATI FBC 2001 Owner's Name (Fee Simple Titleholder) Is Building Historically Designated YES Architect/Engineer's Name (if applicable) (� $ Value of Work For this Permit Type of Work: Describe Work: Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEOVED NOV 1 6 2004 Permit Type (circle)( Building Electrical Plumbing Mechanical Roofing 1 �. (( -Q Vl C L1\ Y1 1 e S Phone # Owner's Address 1 gS' N �, ©1 cS +ju.J City (� l�)✓rn : , �zt[� State . Zip 3 Tenant/Lessee Name Phone #- Job Address (where the work is being done) / / � c � / /oO 5 7 City Miami Shores Village County Miami -Dade Zip Notary $ 7' Training/Education Fee $ Scanning $ O(` Radon $ NO A Contractor's Company Name � 0. Ct (-' Contractor's Address n L(L C FO .A. W C7. City pp � , �C_! a�� State Qualifier �f 1 �s \ (� r r' Code Enforcement $ — Structural Plan Review. $ Permit No. 6POU - i Soa Master Permit No. l Cf1SY 7u•.C'�tyel Phone# �LCJ�.0 ' q �j� 3 7 1 q Zip ,�;3 q 1 Phone # Square Footage Of Work: ition ❑Alteration ❑New ❑ Repair/Replace IleVert '...w...■\>eseC"<",)tir.i El Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * *** * ** Submittal Fee $ Permit Fee $ /a CCF $ 18 CO /CC ` L J a Technology Fee $ 3, Zoning � Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER \ OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4111? Owns or Agent The foregoing instrument was acknowledged before me this /4 day of `I p1- ,20 ` t'1 ' (3 I )6Ui0S _ , - who is personally known to me or who has produced FAA V el I li=R bcf.AJSC As identification and..who did take an oath. 'NOTARY PUBLIr. Sign:l Print: Signature My Coni nission Expi sx HARRY HAWKINS % Notary Public - State of Florida rc Commission !((DMTe „p,; paW Bonded 1.3y National Notary Assn. State Certificate or Registra ion o. APPLICATION APPROVED BY: Chc 12/15/03 WK/1) S Contractor The foregoing instrument was acknowledged before me this 1 day of I� 0V MkYX , 20 Of, by kf V ( n 1\A orris, who is personally known to me or NOTARY PUBLIC: Sign: Print: ire( 2el 1 My Commission . sStten1 * * * * * * * * * * * * * * * * * * * * * * ** Certificate of Competency No. s produced entificati . n an r who did take an oath. If Competency Holder) . a Expiroe oclober o4.2�s ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * ************* * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** iteOc Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1502 Printed: 11/24/2004 Applicant: RUBEN FUENTES Owner: FUENTES RUBEN JOB ADDRESS: 1185 NE 101 ST Contractor MARATHON CONSTRUCTION Contractor's Address: 1901 NW 81 ST AVE Local Phone: 954 - 596 -8581 Parcel # 1132050190110 Fees: Description Amount FEE2004 -11709 Building Fee $120.00 FEE2004 -11710 CCF $1.80 FEE2004 -11711 Training and Education Fee $0.60 FEE2004 -11713 Technology Fee $3.00 FEE2004 -1 1 71 4 Scanning Fee $21.00 Total Fees: $146.40 Total Fees: $146.40 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/15/2005 Construction Value: $2,965.00 Work: REPLACE 2 IMPACT WINDOWS Signed: (INSPECTOR) Building Permit Page 1 of 1 Legal Description: 5 53 42 MIAMI SHORES SEC 8 REV PB 43 -67 LOT 1 BLK 176 LOT SIZE D EC 0 8 0 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 0; L is 30 " 481 3'-0"x 4'-8" c g r • 3 4'-8 3'-0" x 4'-8' a I lin — =NJ FUENTES • 1185 NE 101 STREET MIAMI SHORES, FL 33138 1669955 3'-0"x 4'-8" 26"x6'-8" FD 1 .... 3'-0"x 4'-8" FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS =BUILOING Wind Velocity (mph) Importance Factor Exposure Category Internal Pressure Coefficient + Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope (x:12) OPENING MARK 1 2 OPENING DESCRIPTION Storefront Impact Storefront Impact LOCATION ZONE 5 5 OPENING ELEV. (ft) 3 3 OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) 6 6 5.3 5.7 MAXIMUM POSITIVE PRESSURE (psf) 42.0 41.8 MAXIMUM NEGATIVE PRESSURE (psf) -53.9 -53.5 140 1.00 C 0.18 20 60 40 3 Fuentes ( VERSION 1.01 ) STRUCTURES INTERNATIONAL, LLC JOB 'INFORMATION.:. Company Prepared By Client Name Job Description Job Number Width of Edge Strip (a) in feet = 4 Mararthon Construction sr -off Fuentes 1185 ne 101st St Miami Shores, Fl 1899530.0 Copyright 2002, Structures International, LLC 11/15/2004 MIAMI MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass Company 10200 N.W. 67th Street Tamarac ,FL 33321 The expense of such testing will be incurred by the manufacturer. APPROVED: 10/11/2001 MIAMI - DADE COUNTY, FLORIDA METRO -DADF, FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application _for - Notice -of- Acceptance (NOA) of: LSeries_1173000_Impact Wall "Aluminu W ndow Wall "System = Impact - Resistant) under Chapter 8 of the Code of Miami -Dade County governing - use-of - Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0619.01 EXPIRES: 10/11/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 \s045000I \pc2000 \\ templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com 1 1 ) Homepage: http : / /www.buildingcodeonline.com Arch Aluminum & Glass Company 2 ACCEPTANCE No.: 01- 0619.01 APPROVED OCT 1 1 2001 EXPIRES OCT 1 1 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum window wall system as described in Section 2 of this Notice Acceptance, designed to comply with the South Florida Building Code, (SFBC), 1994 Edition f+ Miami -Dade County, for the locations where the pressure requirements, as determined by SF& Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawing. 2. PRODUCT DESCRIPTION 2.1 The Series "L -3000 Impact Wall" Aluminum Window Wall System — Large Missile Impae•' Resistant and its components shall be constructed in strict compliance with the followin document: Drawing No. W01 -27, Sheets 1 thru 7 of 7, titled "L -3000 Aluminum Window Wa! System," prepared by Al- Farooq Corporation, dated 5/25/01, last revised on 8 /30 /01,signed are( sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval slam with the Notice of Acceptance number and approval date by the Miami -Dade County Produk Control Division. This document shall hereinafter be referred to as the approved drawing. 3. LIMITATIONS 3.1 This approval applies to multiple unit applications of an aluminum window wall system, limiter only to the maximum height (span) and mullion spacing; for the Design Pressure Rating shown approved drawing. 4. INSTALLATION: 4.1 The aluminum window wall system and its components shall be installed in strict compliance vi the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will not require a hurricai protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state an following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice i Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Cod (SFBC) in order to properly evaluate the installation of this system. Manu; Perez, P.E., Product Co .xami Prod ct .: trol Division Arch Aluminum & Glass Company ACCEPTANCE No.: 01- 0619.01 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. APPROVED : O CT 1 1 2!) C1 EXPIRES : OCT 1 1 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been file and the original submitted documentation, including test supporting data, engineering documents, ai no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, stat.. and the following statement: "Miami -Dade County Product Control Approved ", or as specificall stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of th product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, includin . the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initiall . submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process sha automatically be cause for termination of this Acceptance, unless prior written approval has bee requested (through the filing of a revision application with appropriate fee) and granted by this offic.. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any othi : purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followe by the expiration date may be displayed in advertising literature. If any portion of the Notice c• Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, sha be provided to the user by the manufacturer or its distributors and shall be available for inspection :,; the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal e Acceptance. Manu: Pe - z, P. E., Product Contr . xamin, Prod ontrol Division END OF THIS ACCEPTANCE 3 Arch Aluminum & Glass L.C. ACCEPTANCE No.: 01- 0329.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W01 -27, Sheets 1 thru 7 of 7, titled "L - 3000 Aluminum Window Wa System ", prepared by Al- Farooq Corporation, dated 5 /25 /01,last revised on 8/30/01 signe and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Structural load Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of an aluminum window wa system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 00021. dated June 27, 2000, signed and sealed by Aldo P. Gonzalez, P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis, prepared by Al- Farooq Corp., dated 5/26/0! signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 98- 0608.03 issued to E.I. DuPont DeNemours, for "Sentry Gla<' Plus" approved on 01/14/1999, expiring on 01/14/2002. E. STATEMENTS 1. Statement letter of compliance, dated September 7, 2001, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 30, 2001, signed and sealed h Humayoun Farooq, P.E. F. OTHER 1. None. E -1 APPROVED OCT 1 1 2Q i EXPIRES : OCS 1 1 2005 M Pro Man erez, P.E., Product Contr ntrol Division xammk•1 f ci 'dAL 'XWI Z Ji3HS 3S i '0d0 fir 1 9/16' OVERALL LAM. GLASS (LARGE MISSILE IMPACT RESIST.) N = W VI 1 /I 11 I O OR© F q 1 / / • / / / / / 1 \\ \\ \ \ \ R DOOR RA7MG k DETAILS. 1 BOOR© 4W1y�J� I / i %.� © T 1 ' I I1 Lam. 1 /i // SERIES`L =3000 (INTERIOR GLAZED] — ALUMINUM WINDOW WALL SYSTEM_ THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. WINDOW WALL SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 8 3 1/2' MAX. TYP. AT HEAD /SILL CORNERS D.L. OPG. SEE SHEET 2 • ,1I D.L OPG. SEE SHEET 2 i 1 ANCHORS TYPE A. B OR C ' TYPICAL Fl FYATION 1, 2 OR 3 AT EACH SIDE OF MULL- - SEE SHEET 3 INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP t DETERMINE DESIGN LOAD REQUIRED PER ASCE 7. FOR PARTICULAR OPENING. STEP 2 SEE CHART ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED CLASS SIZE STEP ,} SEE SHEET 3 FOR MULLION LOAD DIAGRAMS TO ESTABLISH MULLION SPAN AND AVERAGE WIDTH (W). • USING CHART ON SHEET 3 SELECT ANCHOR OPTIONS STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. D.L OPG. SEE SHEET 2 15' MAX. TYP. AT HEAD /SILL USE ALUM REINFORCING FOR LENGTHS GREATER THAN 59 IN. Env DR. HUMAYOUN FARS - STRUCTURES FLA. PE 19557 SEP 7 ?Om • APPROVED AS COMPLYING WITH THE SOUTH t vv PRODU • ROL DIVISION BUILDI u • DE COMPUANCE ACCEPTANCE NOCA C)(Dt "1' ` 0 8 J d awing no. WO -27 sheet 1 of 6 ALUMINUM WINDO 9/16" OVERALL LAMINATED GLASS LOAD CAPACITY - PSP 1G. HE T D.L. OPNG. WIDTH (W) 38" 39" -2" 45" 48' 51" 1 54" 57' 60" 63" 68' 69" 72" 75" 78" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.0 89.7 85.5 77.8 72.4 84.2 81.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 92.5 87.1 82.6 75.1 70.3 81.7 - 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.7 89.4 84.4 80.1 73.3 68.4 - - 100.0 100.0 100.0 100.0 100.0 99.6 92.4 86.7 81.9 77.5 71.4 - - - - 100.0 100.0 100.0 100.0 100.0 98.1 89.4 84.1 79.3 75.1 69.4 - - - - „ 100.0 100.0 100.0 100.0 100.0 94.9 86.8 81.6 78.9 73.3 87.0 - - - - 102" 100.0 100.0 100.0 100.0 92.5 85.5 79.2 74.8 71.4 - - - - - - 105" 100.0 100.0 100.0 98.4 90.3 83.4 76.8 73.0 69.6 - - - - - - 1(M8" 100.0 100.0 100.0 98.3 88.2 81.3 75.6 71.2 67.6 - - - - - - 1 100.0 100.0 100.0 97.0 84.1 77.8 72.4 67.6 - - - - - - - 1'7" 100.0 100.0 100.0 95.1 82.5 76.3 70.9 - - - - - - - - 1::0" 100.0 100.0 100.0 93.1 84.9 74.7 69.4 - - - - - - - - 123" 100.0 100.0 100.0 91.3 83.5 73.2 68.1 - - - - - - - - 1:16" 100.0 100.0 100.0 69.8 82.2 71.8 - - - - - - - - - 129" 100.0 100.0 100.0 88.3 80.7 74.2 - - - - - - - - - 1 :12" 100.0 100.0 100.0 88.8 79.2 - - - - - . - - - - - 1:15" 100.0 100.0 100.0 90.6 78.0 - - - - - - - - - - 1:18" 100.0 100.0 59.8 89.2 76.6 - - - - - - - - - - 1» 1" 100.0 100.0 97.3 87.9 - - - - - - - - - - - 1'4" 100.0 100.0 95.8 86.5 - - - - - - - - - - - S J d 0.L OPG. WIDTH D.L D.L OPG. WIDTH 1/4" GLASS HEAT STRENGTHENED .090 INTERLAYER 'SENTRY GLASS PLUS' LAMINATED BY 'ARCH' 1/4" GLASS HEAT STRENGTHENED SIUCONE DOW CORNING 995 LARGE MISSILE IMPACT RESISTANT SHUTTERS NOT REQUIRED 9/16" OVERAL LAMINATED GLASS Engn OR. HUMAYOUN FAR000 STRUCT:RES FLA. PE f 10557 SEP 0 7 2001 GLASS APPROVED AS COMPLYING WITH THE SOUTHeristrzIODE DATE BY ✓r 1P'm71.�i i PROD T "NTROL DIVISION BUIL CODE COMPLIANCE OFFICE ACCEPTANCE NO.Ot "O Dlq•O\ 1 Z 4 m 0 O r 0 0 0 0 0 0 O "C drawing no. W01 -27 sheet 2 of 6 ... _ . 1H013H '0d0 'l'0 i S J d 0.L OPG. WIDTH D.L D.L OPG. WIDTH 1/4" GLASS HEAT STRENGTHENED .090 INTERLAYER 'SENTRY GLASS PLUS' LAMINATED BY 'ARCH' 1/4" GLASS HEAT STRENGTHENED SIUCONE DOW CORNING 995 LARGE MISSILE IMPACT RESISTANT SHUTTERS NOT REQUIRED 9/16" OVERAL LAMINATED GLASS Engn OR. HUMAYOUN FAR000 STRUCT:RES FLA. PE f 10557 SEP 0 7 2001 GLASS APPROVED AS COMPLYING WITH THE SOUTHeristrzIODE DATE BY ✓r 1P'm71.�i i PROD T "NTROL DIVISION BUIL CODE COMPLIANCE OFFICE ACCEPTANCE NO.Ot "O Dlq•O\ 1 Z 4 m 0 O r 0 0 0 0 0 0 O "C drawing no. W01 -27 sheet 2 of 6 NOMINAL DIMS. DESIGN LOAD CAPACITY - PSF EXTERIOR ( +) AND INTERIOR ( -) DESIGN LOAD CAPACITY - PSF EXTERIOR ( +) AND INTERIOR ( -) STORE \01 -27M ANCHOR TYPES NOMINAL DIMS. ANCHOR TYPES WIDTH (W) FRAME HEIGHT (A -- A -6 B -2 / C -2 B -4 / C -4 WIDTH (W) FRAME HEIGHT A -4 A -6 6-2 / C -2 B -4 / C -4 II r MB BEM ME; AL— FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 284 -8100 FAX. (305) 282 -6978 ( M n i Y T ,n n n 2 io 's ��. , 100.0 - 100.0 100.0 100.0 36" 39' 42' 45' 48' 51' 54' 57" 80.3 100.0 91.3 100.0 1 3/4" ' I 100.0 100.0 100.0 100.0 75.2 100.0 85.4 100.0 1 3/4' L . 3• 3 3 70.8 100.0 80.5 100.0 I H 99.1 100.0 100.0 100.0 1 3/4' 94.4 100.0 100.0 100.0 67.0 100.0 76.2 100.0 1 3/4" 90.3 100.0 100.0 100.0 128' 83.8 95.8 72.5 100.0 1 3/4" 88.8 100.0 98.7 100.0 80.9 91.4 89.2 100.0 ANCHORS TYPE ANCHORS B -2, C -2 A -4, B -4, TYPE ANCHO..,, ..... C -4 4-6 AT EACH SIDE OF MULLION AT EACH SIDE OF MUWON EACH SIDE OF MULLION AT EACH SIDE OF MUWON EACH SIDE OF MULLION AT EACH SIDE OF MUWON AS PER ELEVATION. SEE ELEV. FOR SPACING INTO W000 MASONRY INTO MASONRY INTO MASONRY S/ MTEKS/ SCREW$ MK (STEEL OR ALUMIN 1/8" MIN. THICK.) 83.8 100.0 95.2 1000 58.4 87.6 66.4 96.0 81.1 100.0 92. 58.2 84.3 63.8 90.8 78.8 100.0 89. 38" 39' 42' 45" 48" 51' 54' 76.1 100.0 86.5 100.0 76.8 100.0 87. 71.2 100.0 80.9 100.0?+ (2) ANCHORS TYPE 'A' A -6 = 3 ANCHORS TYPE 'A' B -2 = (1) ANCHOR TYPE 'B' AT H -4 = (2) ANCHORS TYPE 'B' C -2 - (1 ANCHOR TYPE AT C -4 = (2) 'C' ANCHORS TYPE 'C' ALL OTHER ANCHORS TO BE SPACED TYPICAL ANCHORS: A) 1/4" DIA TAPCON$ 75.1 100.0 85. 67.0 100.0 78.1 100.0 73.6 100.0 83. 132" 63.4 95.0 72.0 100.0 72.3, 100.0 82. 60.2 90.3 68.4 93.9 71.2 100.0 80. 57.5 86.2 65.3 88.4 O1 r n n n e 102 _ 100.0 100.0 100 55.1 82.6 62.8 83.5 1 11 L -3000 ALUMINUM WINDOW WALL SYSTEM NI ARCH ALUMINUM & GLASS LC. 10200 N.W. 67th street TAMARAC, FL 33321 TEL (800) 432 -8132 FAX. (954) 724 -9293 r l 97.0 100.0 100 72.3 100.0 82.1 100.0 91.8 100.0 100 87.6 100.0 76.8 100.0 87.3 100.0 99._ .00.0 83.5 93.9 72.2 93.9 83.4 100.0 94.8 100.0 138' 80.1 87.7 68.3 87.7 57.1 82.2 64.6 82.2 INTO WOOD STRUCTURES WITH 1 -3/4' MIN. PENETRATION THRU WOOD BUCKS INTO WITH 1 -1/4" MIN EMBED B) DIA 80.0 100.0 90.9 100.0 77.1 100.0 87.8 100.0 54.4 77.4 .61.9 77.4 74.5 100.0 84.7 100.0 n a °� 68.8 96.5 78.2 96.5 72.3 100.0 82.1 100.0 . 64.3 89.0 73.1 89.0 70.3 100.0 79.9 100.0 4" 80.4 82.7 68.7 82.7 68.6 100.0 77.9 100.0 57.1 77.2 64.9 77.2 1/4" TAPCON$ DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED 67.0 100.0 78.2 100.0 54.2 72.3 61.6 72.3 36" 42' 45' 45" 51' 54' 57' 60' 63" 66" 108" 96.4 100.0 100.0 100.0 C) 4114 SMS OR SFI F_ 1)90 I ING INTO METAL STRUCTU 90.5 100.0 100.0 100.0 85.4 100.0 97.1 1004 81.1 100.0 92.2 100.0 ASP AVIR NVdS NOMAN STEEL : Fy = 36 KSI ALUMINUM : 8083-75 INTERM HORIZONTALS OPTIONAL ELEVATIONS ;E DADE COUNTY APPROVED DOORS MIN. MIN. 77.4 100.0 88.0 100.0 74.2 100.0 84.3 100.0 .71.4... 100.0 81.1 100.0 J( c uOgdho6ap, ) 68.9 100.0 78.3 100.0 66.7 100.0 75.8 100.0 r }' =_ ..-.= _ CP ____ ,.-...=== ___ MUWON SPAN r � NYdS NOmnri 64.8 97.2 73.6 100.0 63.1 94.8 71.7 100.1 WIDTH (W) W2 WI •i + W2 - �`O �`- 0 c it 1 r n ' n's h n o 114' 90.3 100.0 100.0 100.1 84.7 100.0 96.3 100.E 79.9 100.0 90.8 100.0 2 75.8 100.0 86.2 100.0 72.3 100.0 82.1 100.0 69.2 100.0 78.6 100.0 W1 W2 WI W1 X 4,-- I W2 I WI 66.5 99.7 75.5 100.0 OA i \ • \�,�� i ��� rotes NOIT1f1R I I W2 64.1 98.1 72.8 100.0 W1 + W2 W1 + W2 WI + W2 WIDTH (W) 61.9 92.9 70.4 100.0 it • 1 „� , 0 1 h' „ 4 - > k 1 ,_, 80.1 90.1 68.3 100.0 v 2 WIDTH (W) 2 WIDTH (W) = 2 36" 39" 42' 45' 48' 51" . Sa' 57" 60" 120" 85.0 100.0 96.6 100.0 Engr D"RI(UMA70UN FAR000 STRUCTURES M PE j 16557 APPROVED AS COMPLYING WITH THE SOUTH Fl . • DA BUILDING CODE DA I 79.7 100.0 90.5 100.0 75.1 100.0 85.3 1004 wt _ W2 I I WI ! 71.2 100.0 80.9 100.0 / SEP Q 7 201: 2001 67.8 100.0 77.0 100.0 WIDTH (W) = W1 + W2 2 4 � � ,/ Amt- J ll(I ��L���17 am- Y drawing no. WO -27 64.6 97.2 73.6 100.0 PROD T "NTROIDIVISION 0 BA. ' ..DECOMPLIANCE / O 1 - CE ACCEPTANCE NO .O(_ O(D \C • n t 62.2 93.2 70.7 100.0 59.9 86.7 65.7 100.0 57.8 86.7 65.7 100.0 ( 1 Sheet 3 of 6 J TYPICAL ANCHORS SEE ELEV. FOR SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 28Y WOOD BUCKS : p. g 3 0 .l 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/8 MW. THICKNESS REQD. FOR SPANS URGER THAN 59 IN. WOOD BUCKS NOT BY ARCH ALUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: GLAZING- BEAD -AT FRAME SILL SEALED TO GLASS WITH DOW CORNING 995. FRAME CORNERS SEALED WITH DOW CORNING 999. Eng, 06. HUMAYOUN FAt 0� STRUCTURES M PE / 16557 SEP 7 2001 APPROVED AS COMPLYING WITH THE 7 111; Fj.� : i �, j �JJ l // I� L� ?U C. • OLDMSION I . •]E COMPLIANCE OFFICE ACCEPTANCE NO 0 C 19'O I i J 8 11 drawing no. Wo -27 (sheet 6 3 1BY OR 2BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING' 1/4' MAX. SHIM 1 1/4' SBESiiEMOSSE D.L. 0.'G. FRAME WIDTH EXTERIOR D.L OPO. SEE DOOR NOA FOR 000R RATING AND DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/8' MIN. THICKNESS I/4• . MAX. SHIM SEE DOOR NOA FOR DOOR RATING AND DETAILS APPROVED AS COMPLYING WITH THE DATE 1 I { I •1111 ' BY , / � PRO• T •NTROLDMSI•, 8 • 'CODECOIN• . I0I ACCEPTANCE NON QCe CIn O sheet5 of 6 drawing no. WO -27 Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE b 15557 SEP 0 7 2001 250 r 4---- -2.750 J L-.125 .250 FRAME HEAD / SILL/JAMB .750 1 2.750 L- .125 FRAME INTERMEDIATE MULLION .906 r . 9 �� 68 � -!-- -- f.968+1 r 2.045 ---1 4.500 4.500 3.938 SHEAR BLOCK 3.938 REINFORCEMENT -'.115 GLAZING STOP (9/16" GLASS) 1 .750 .906 1 1.250 .250 x.250 2.750 .125 ALT. FRAME HEAD /SILL/JAMB 2.750 4.500 125 WEDGE —M GASKET ALT. FRAME INTERMEDIATE MULLION 1.250 1.125 1250 1.125 MATERIALS UST ITEM N0. IA 2 ZA 3 4 a 7 a 9 PART NUMBER 3001 3012 3002 3013 3003 AR-3004 8 -63 3004A #12 -24 X 3/4" 1/4-20 X 1 -1/2 V2100 QUANTITY AS REDD. AS REGD. AS REDO. AS REDD. AS READ. 1/ CORNER AS REOD. 1/ MULLION 2/ CORER z/ CORNER DESCRIPTION FRAME HEAD /SILL/JNAB ALTERNATE FRAME HEAD/SILL/JAMB INTERMEDIATE MUWON ALTERNATE INTERMEDIATE MUWON GLAZING STOP (9/18' GLASS) SHEAR BLOCK GLAZING GASKET ALUMINUM REINFORCEMENT FLAT HEAD 114REA0 CURING SCREWS PAN HEAD MACHINE SCREWS ADHESNE FOAM TAPE MATERIAL 6083 -T6 6063 -T6 6063 -06 6063 -T6 8063 -T8 6063 -15 EPDM 70 ±5 6083 -T5 MANN. /SUPPLIER /REMARES ARCH ALUM & GLASS CO. ARCH AWN & GLASS CO. ARCH ALUM & GLASS CO. ARCH ALUM & GLASS CO. ARCH ALUM & GLASS CO. UNNERSAL RUBBER 00. ARCH ALUM & GLASS CO. NORTON 0 FRAME CORNER HEAD & SILL INTER. HORIZ. MULLION Ergr. DR. HUWYOUN FAR000 STRUCTURES FLA. PE 5;18557 SEP 0 7 2001 APPROVED AS COMPLYING NTH 1149 5OUTH FLORIDA BUILDING • DE DA 1 1 L BY PRO. - Lys ONTROL DNISION BUILDING CODE COMPLIANCE 0 FICA ACCEPTANCE NON -OLD 1G' (2 1 z 2 00 0 0a fx 4 0 a U ^ z � QQ Q I 0 • ^p a oo4 z z 3 8 0 drawing no. W01 i-27 5 sheet 6 of 6 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Datel Z3 /0 y Time Type Ins .'• Permit No. B 1 03— (L/ 7b Name Address f l7F-Q e 5 01.E. Comp c-vuNcl%; Phone # t- ck8_ 3( is I For Inspector: Name & Dpt c Re- Insp'n Fee ❑ d/� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Req}tes Date L451 Tim Type Insp'n Permit No. 1 zoo 3- / � -7 Name Au iz.e.k_ T � Address 1 1 %S kiE ICS( 5T Company Phone # 3d�^ 7 For Inspector: Approved Correction Re- Insp'n Fee 12-(0t/ Name & Date -f' 13P a3 - /s6� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date /— z0' Type Insp'n Atil: t1/10 / 170 — /q7a Name iL(.PiyI�.LB / /9f411C, / 6 / Company _Ad.au? 4 Phone # go 6 —,„2- l -737 /f (l�,C7/ /0/ Inspection Date / — ?// --O / ' 1' Approved ❑ Permit No. Address Correction Re- Insp'n Fee ,i,s0 A- Por L - . 4A 4A n • 6544, — 00(1 eFi 41-e 1>0 cc ( r / C rc O RECEOVED NOV 2 2003 BUIilDI PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing /()/ 5 Phone # ,3 73 -9,c37 37 Owner's Name (Fee Simple Tittle older) Owner's A dress 0 s , /a Cit //t'f7 i `) Tenant/Lessee Name Contractor's Company Name`fitraihrt. Contra or's Address City Qualifier (Continued on opposite side) Miami Shores Village o .E5 State Job Address (where the work is being done) ✓/es 1 /z'. 71/7 ✓ ' City Miami Shores Village Is Building Historically Designated YES III si Li _ ",'.u• i._i r 0075 $ Value of Work For this Permit /00Q Total Fee Now Due $ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State County Miami -Dade NO Type of Work: ❑A ditio ADew lteration D Describe Work: C /,� f .,0/i tl % 4//6/ /( S;0/ Om/ Zip Permit No. l Master Permit No. h % �✓ �3 ' /q7 t1 Phone # Zip Phone # p06- 3719 Architect/Engineer's Name (if applicable) & A. / fJ� Phone # 962/- $70 L/ l0 9 9/ L�� Square Footage Of Work: Q ✓�1/� y ❑ Repair/Re lace ❑ Demolition a7.{/% �� ge.oi } i2/ 0 J * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $'S JJA- tb 1V' CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review SS - V 6 ‘a/#1 6,,s/ Sa D9-130 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 NOTARY PUBLIC•. (Certificate of Competency Holder) Signature Contractor The foregoing instrument was acknowledged before me thisc day of 1 Y.Q,r.b .. , 20 d3 by Kt,/ in Morris , who is personally known to me or who has produced ✓ as identification and who did take an oath. Si Print: My Commission Exp r oc' Bonded Thru Budget Notary Services ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning #11 ELEVATION EXISTING WINDOW TO BE REMOVED 37 x 38 3/8 WINDOW MO 34 1/4" x 35 3/4" FO 35 3/4" x 37 1/4" BUILD OUT EXISTING WIDTH .W/ POURED CONCRETE feu tetk L 14 ' , PE Kovvi LEGEND - EXISTING #12 ELEVATION = EXISTING TO BE REMOVED = PROPOSED WINDOWS AND DOORS EXISTING WINDOW TO BE REMOVED CUT EXISTING CBS WALL TO ACCOMADATE 2' -6" x 6' -8" DOOR MO 2' -9 3/4" x 6' -11 3/4" FO 2' -8 1/4" x 6' -10 1/4" 0' -0" FINISHED FLOOR ELEVATION DATE: 9 -19 -03 DRAWN BY: AC Solutions Remodeling and deoi8.,1' ewweo' (954)- 822 -2493 FUENTES RESIDENCE PALM BEACH CONSTRUCTION PGT REMODEL #7 ELEVATION EXISTING DOOR TO BE RELOCATED 37 x 38 3/8 WINDOW MO 34 1/4" x 35 3/4" FO 35 3/4" x 37 1/4" 8" CONCRETE BLOCK W/ HJR & WALL TIES ALTERNATE COURSES, POURED BELOW WINDOWS 0' -0" FINISHED FLOOR ELEVATION GENERAL NOTES NTS #8 ELEVATION EXISTING WINDOWS TO BE REMOVED CUT EXISTING CBS WALL TO ACCOMADATE 5' -4" x 6' -6" PGT 6068 FRENCH DOOR 0' -0" FINISHED FLOOR ELEVATION 1. ALL M.O. AND F.O. DIMENSIONS SHALL BE VERIFIED BY THE FIELD INSTALLER AND ANY DISCREPANCIES SHALL BE REPORTED PROMPTLY. 2.MASONRY CELLS NEXT TO PROPOSED FENESTRATIONS SHALL BE FILLED W/ CONCRETE (3,000 PSI MIN @ 28 DAYS). 3. FASTENERS AND BUCKS SHALL BE ACCORDING TO ATTACHED PGT PRODUCT APPROVAL. it filled calls tv indud2 (2) #S rPJOar, dnileel., ar4., epox }v +Cy, beoc. . Nu( feet` IZQ d a Jiw& Vk 1I c PC #50 . DATE: DRAWN BY: 9 -19 -03 AC Solutions Remodeling acrd deary icee- (954) -822 -2493 FUENTES RESIDENCE PALM BEACH CONSTRUCTION PGT REMODEL Miami Shores Village Building Department REC D ED BUILDING SEP 2003 PERMIT APPLICATION � FBC 2001 Permit Type (circle): (uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) RU BEN F v E N (ES Phone # 30S 95k 9557 Owner's Address 1 (y5 PE for `S/ • zi 33� 3t� P Tenant/Lessee Name Phone # r Job Address (where the work is being done) 1 ( $S N (0 1 S • City Miami Shores Village County Miami -Dade Zip 33(33 Is Building Historically Designated YES NO 3o Contractor's Company NMie m V/ S ( Phone # GeM 7d3 a 65 - 3 x 2/0/ Con ctor's Address Too / to ° — City State FL--. Zi (rg- / Oa. 4 _ City tAlPent S - A State FL- Qualifier 0...0 I P - Dia n ineer's Name (if applicable) plicable) - Phone # g ( P Architect/Engineer's Address City State $ Value of Work For this Permit l I p DOC) . Oej Permit No. J3 w 3 - 1'n 4 Master Permit No. * * * * * * * * * * * * * * * * * * * * * * *t * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Zip Square Footage Of Work: t 9 It Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition c� teration blew I] Repair eplace' ❑ Demolition Describe Work: e PEA C- I / W t AMCIJS f C , Cct'S / m a} C7 County Escrow Fee $ q • `E9IJ • Permit Fee $ 250.00 Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) .ciPP Fes€, $ 30.00 Check* 1g5c Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Signatur Own. or Agent The foregoing instrument was acknowledged before me this gr TiP ? day of— 2OCS, by AU t?&li bF/✓ .0 who is personally known to me or who has produced As identification, and who did take an oath. , It c .4yy COMMISSION NUMBER OF QP MY CA MMjr EXPIRES NOTARY Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. 'hc7/7/03 State Zip 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 note approved and a reinspection fee will be charged. Signature „1 �). p 1(/)21e0 Contractor The foregoing instrument was acknowledged before me this day �� p3 d o , by 7 c/tA/ /9 e who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) Certificate of Competency No. a P OFFICIAL NOTAH . . !P U 9 , MARY ANN MtR."3CU1 COMMISSION NUMI;EH N )L Q 0 064455 1 vJF 4 `'` p� MY COMMISSION EXPIRES .********************************* * * * * * * * * * * * * * * * * * * * * * * * * *s * * *•* * s** s* s** * *s* * * * * * * * * * *ss * * * * * ** * *s * *s *r APPLICATION APPROVED BY: SEP 1 0 2003 Plans Examiner Engineer Zoning 3.1'x3 -?' Y.8'x 3.1' I-5 x /J'•' 3•1'xr.r. 3' 8'' 3= 15'.4 x8 • 4',5'x 4'4" 12'- 6'x4 %11' RUBEN FUENTES 1185 NE 101 Street Miami Shores 33138 WO: 1669955 1- 6'x .9' : 4 1 -3' t7 • r* OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEV. (ft) OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) MAXIMUM POSITIVE PRESSURE (psf) MAXIMUM NEGATIVE PRESSURE (psf) 1 Hrzt Roller wfimpact • 4 3 3.1 4.2 44.6 -48.5 2 • Hrztl Roller Wfimpact 4 .3 4.4 • 4.2 43.6 -47.4 3 Hrztl Roller w /impact 4 3 3.1 4.2 44.6 -48.5 4 Hrztl Roller w/iimpact 4. 3 1.6 3.2 45.4 -49.2 5 Hrztl•Rollerw/iimpact 4 3 3.1 4.2 44.6 -48.5 6 Hrztl Roller w/impact 4 3 4.4 4.2 43.6 -47.4 7 Hrztl Roller w /impact 4 3 3.1 3.2 45.4 -49.2 8 French Door wfimpact 4 0 5.3 6.5 41.7 -45.6 9 Hrztl Roller wfimpact 5 3 3.1 2.2 45.4 -60.8 10 Hrztl Roller w/iimpact 5 3 3.1 2.2 45.4 -60.8 11 Hrztl Roller w/iimpact 5 3 3.1 - 3.2 45.4 -60.8 12 Door rni t 4 0 S• 6.4' 3&•7 -yi•? 13 Hrztt Roller w/iimpact 5 3 3.1 3.2 45.4 -60.8 14 Hrztl Roller w/iimpact 4 3 3.1 3.2 45.4 -49.2 15 Hrztl Roller w /'impact 4 • 3 3.1 4.2 44.6 -48.5 16 Hrztl Roller wfimpact 4 3 4.4 4.2 . 43.6 -47.4 17 Hrztl Roller w /impact 4 3 3.1 4.2 44.6 -48.5 18 Hatt Roller w/iimpact 4 3 4.4 4.2 43.6 -47.4 19 HR/PW w /impact 4 \ 3 12.375 4.2 40.5 -44.4 20 21 \ 22 I 23 24 25 26 27 28 29 30 • FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS ) u Wind Velocity (mph) 140 Importance Factor 1.00 Exposure Category C Internal Pressure Coefficient+ 0.18 Mean Roof Height (ft) 20 Building Width (ft) 60 Building Length (ft) 40 Roof Slope (x:12) 6 Z I STRUCTURES INTERNATIONAL, LLC `5 ORMAIION1S i4'3f t M' Y t Company Prepared By Client Name Job Description Job Number Marathon Construction JLJhm Ruben Fuentes 1185 NE 101 Street Miami Shores, FL 33138.0 1669955.0 • ( VERSION 1.01 Copyright 2002, Structures International, LLC 8/25/2003 Width of Edge Strip (a) in feet = 4 • MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Traco Security Windows & Doors 5100 NW 72 Ave. Miami, F133166 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "140 (242 -542)" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. 02 -0175, titled "140 Aluminum Horizontal Sliding Window Large Missile ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/11/02 with revision on 8/27/02, signed and sealed by Kelvyn A. Whitfield, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0124.01 Expiration Date: October 17, 2007 Approval Date: October 17, 2002 Page 1 GLA7NG OFTAL 0.470" GLASS LARGE MISSII F FTL 3701 1 -..--..-I 13. 1/2" MAX. C.C. 32 7/8" D.L. OPG. 111" -- 32 3/4 D.L OPG. 0.340" GLASS LARGE MISSILE FTL 3217 j• 1 A7ING OFTAIL 32 7/8" —y D.L. OPG. MAX. FROM S AT HAED /SILL X . C.C. BS 6" MAX. FROM ENDS AT JAMBS 3/16' HS. MASS 1189 OR 995 51000NE - c ,3 �I1 0.100 INNER 0.090 INNER 0.100 INNER — SAE -CLASS By �S SECURITY IMPACT C. BY YNNUM _ SECURITY IMPACT C. 3/18' HS. CLASS 1/8' H.S. CLASS 1/8" HS. CLASS 1/8" H.S. CLASS 1/8" H.S. GLASS 1199 OR 995 5000NE EXTERIOR 1199 OR 995 SILICONE 1199 OR 999 SILICONE EXTERIOR 3 1199 OR 995 SILICONE 1199 OR 995 SILICONE EXTERIOR GLAZING DETALL 0 325' GLASS LARGE MISSILE FTL 3217 DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S. ,100 INNER LAYER SAF -GLASS 3/16' HS, GLASS POSITIVE NEGATIVE 100,0 PSF 90,0 PSF WITH 3.679 HIGH SQL DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S. .100 INNER LAYER SAF -GLASS 3/16' H.S. GLASS POSITIVE NEGATIVE 100.0 PSF 100.0 PSF WITH 4.650 HIGH SILL DESIGN PRESSURE RATING WITH 5 \16' LAMINATED GLASS 1/8' H.S. .090 INNER LAYER SAFLEX /KEEPSAFE 1/8' H,S. GLASS POSITIVE NEGATIVE 70,0 PSF 70,0 PSF DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' ANN. ,100 INNER LAYER SAF -GLASS 3/16' ANN. GLASS POSITIVE NEGATIVE 70,0 PSF 70,0 PSF KELVYN A. WHITFIELD MECHANICAL ENGINEER 1002 9.8 116 99- 95510 V1 38161 TEL (806) 669 -1880 FAX. (806) 896 -9876 lac. 5100 N.W. 72 ND. AVENUE MAW FLORIDA 33186 PHONE: (305) 591 -8990 BERIE9: 140 ALUMINUM HORIZONTAL SLIDING WINDOT LARGE MISSILE MB NO.: 02 -0175 DWG. NO.: 02 -0176 DATE: 02/11/02 SCALE' N T.9 DWG. BY: D.M SHEET 1 OF 5 REVISIONS DESCRIPTION NO. 2 DATE 2/29/2 2/F1/2 AS PER DADE COUNTY REQ. AS PER DBE COUNTY REQ. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # S/27(oZ Appsow6 r m.,9b'bi9i181 6• 0 KOA6 Masi Dade ..,...... . OLv N19�1i _ 17" MAX. C.C. WINDOW WIDTH 3 MAX. IV TOP /BOTT. OF MEETING RAILS — 1 -"— 6" ENC VENT HEIGHT 54 7/8- II. X 0 X 17" I AT JO Mlle GLA7NG OFTAL 0.470" GLASS LARGE MISSII F FTL 3701 1 -..--..-I 13. 1/2" MAX. C.C. 32 7/8" D.L. OPG. 111" -- 32 3/4 D.L OPG. 0.340" GLASS LARGE MISSILE FTL 3217 j• 1 A7ING OFTAIL 32 7/8" —y D.L. OPG. MAX. FROM S AT HAED /SILL X . C.C. BS 6" MAX. FROM ENDS AT JAMBS 3/16' HS. MASS 1189 OR 995 51000NE - c ,3 �I1 0.100 INNER 0.090 INNER 0.100 INNER — SAE -CLASS By �S SECURITY IMPACT C. BY YNNUM _ SECURITY IMPACT C. 3/18' HS. CLASS 1/8' H.S. CLASS 1/8" HS. CLASS 1/8" H.S. CLASS 1/8" H.S. GLASS 1199 OR 995 5000NE EXTERIOR 1199 OR 995 SILICONE 1199 OR 999 SILICONE EXTERIOR 3 1199 OR 995 SILICONE 1199 OR 995 SILICONE EXTERIOR GLAZING DETALL 0 325' GLASS LARGE MISSILE FTL 3217 DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S. ,100 INNER LAYER SAF -GLASS 3/16' HS, GLASS POSITIVE NEGATIVE 100,0 PSF 90,0 PSF WITH 3.679 HIGH SQL DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S. .100 INNER LAYER SAF -GLASS 3/16' H.S. GLASS POSITIVE NEGATIVE 100.0 PSF 100.0 PSF WITH 4.650 HIGH SILL DESIGN PRESSURE RATING WITH 5 \16' LAMINATED GLASS 1/8' H.S. .090 INNER LAYER SAFLEX /KEEPSAFE 1/8' H,S. GLASS POSITIVE NEGATIVE 70,0 PSF 70,0 PSF DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' ANN. ,100 INNER LAYER SAF -GLASS 3/16' ANN. GLASS POSITIVE NEGATIVE 70,0 PSF 70,0 PSF KELVYN A. WHITFIELD MECHANICAL ENGINEER 1002 9.8 116 99- 95510 V1 38161 TEL (806) 669 -1880 FAX. (806) 896 -9876 lac. 5100 N.W. 72 ND. AVENUE MAW FLORIDA 33186 PHONE: (305) 591 -8990 BERIE9: 140 ALUMINUM HORIZONTAL SLIDING WINDOT LARGE MISSILE MB NO.: 02 -0175 DWG. NO.: 02 -0176 DATE: 02/11/02 SCALE' N T.9 DWG. BY: D.M SHEET 1 OF 5 REVISIONS DESCRIPTION NO. 2 DATE 2/29/2 2/F1/2 AS PER DADE COUNTY REQ. AS PER DBE COUNTY REQ. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # S/27(oZ Appsow6 r m.,9b'bi9i181 6• 0 KOA6 Masi Dade ..,...... . OLv N19�1i _ VERTICAL CROSS SECTION 1/4 ° -2 3/4' TAPCONS WITH A 1 1/4' MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. 4.650 SILL RISER 1/4 ° x 2 1/2" TAPCONS WI(H A 1 1/4' MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. KELVYN A. WHITFIELD MECHANICAL ENGINEER 1009 89 118 6T- MAE FL 58181 TEL (906) 869 -1950 FAX. (505) 896 -9978 • Dacia, 5100 N.W. 72 ND. AVENUE MAN FLORIDA 33165 PHONE: (305) 591 -8990 SERIES: 140 ALUMINUM HORIZONTAL SLIDING WINDOW LARGE MISSILE JOB NO.: 02 -0175 DWG. NO.: 02 -0176 DATE: 02/11/02 SCALE: N.T.S. DWG. BY: D.M SHEET 2 OF 6 REVISIONS DESCRIPTION NO. 1 2 DATE 6/23/2 8 AS PER DADE COMM! RR. AS PE2 DADE COUNTY 29Q. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 $` 21( ° ? AppoVdronMAIRV ibe Ikeda • DOR CD i 180A9 reldIrS•Id Mail Dade bathed •...,.. 0 1/4"--2 1/2' TAPCONS WITH A 1 1/4' MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. 1' X WOOD BUCK 1/4' MMX. SHIM SPACE VENT WIDTH INTERI ❑R EXTERIOR HORIZONTAL CROSS SECTION VENT WIDTH 1/4' MAX. SHIM SPACE 1/4 " -2 1/2' TAPCONS WITH A 1 1/4' MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. 1" X WOOD BUCK KELVYN A. WHITFIELD MECHANICAL ENGINEER 100E NE 118 8T— IBM 1L 38181 TEL. (506) 859 -1880 FAL (805) 695 -9978 REVISIONS DESCRIPTION ® 89 Qe1q Wmd9is & D99� 155. 5100 N.W. 72 N0. AVENUE MIAMI F10810A 33186 PHONE: (305) 591 -8990 SERIES: 140 ALUMINUM HORIZONTAL SLIDING WINDOW LARGE MISSILE 10B NO.: 02 - 0176 DWG. NO.: 02 - 0176 DATE: 02/11/02 SCALE' N.T.S. DWG. BY: D.M SHEET 3 OF 5 N0. 1 2 0178 8/2B/8 B/27/2 AS P86 DADE COMM REQ. 13 PER DADS 001077 26Q. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140, $127o2 l it Approved se emptying slat the Cede m 0 7 02 biked Dade Product Coded I I! KELVYN A. WHITFIELD MECHANICAL ENGINEER 1002 NS 118 8P- 10■16 FL 83181 TRL (306) 552 - 1230 Fez (306) 896 -8278 2.816 1266 — 2.962 I 1 2,816 0.289 0,063TYP, 1 1 5100 N.W. W 3 0 s, PHONE: FL (305) 5'1'_8990 2.911 0.127 0,070 1,5 82 0.759 jj n 0.063TYP 1.138 11_______T I V 2,404 1 L ` J 1 1 1. 1 5 II 1,297 j 2.816 I ' 4.185 f - 1.802 —y 3.679 0.422(2) SERIES: 140 ALUMINUM HORIZONTAL SING WINDOW LARGE MISSILE --I.- J 0,079 0.070 SILL TRACK INSERT(SEG 050 - 739) 2.848 —�I 1,772 2.658 I03 NO.: 02 -0175 FRAME JAMB (SEG 050 -572) 0,444 DWG. NO.: 02 -0175 DATE: 02/11/02 MAIN FRAME SILL(SEG 050 -737) FRAME HEAD(SEG 050 -757) SCALE: N.T.S. DWG. BY: D.M SHEET 4 OF 5 REVISIONS DESCRIPTION N0. DATE -1,709 — 0,079 0277 0,101 1 6/28/2 13 PER DADE COUN1T REQ. 2 6/27/2 IS PER DADE COUNf1f REQ. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 3/27/0Z ` 0,984 — � 0.966 0— 3.311 I -�{ 2,161 1 0 .886 — 2,296 1.350 2.286 1.585 APO�edreomFblBiwlm me o ° 0.106 0.8 44 I 0.791 SILL WINDLOAD ADAPTER — (SEG JAMB ADAPTER(SEG 1 050 -741) SILL ADAPTER (SEG 050 -738) ( } 050 -740) 4l•IYS1(•F_ R M..� 91 r' ITEM# DESCRIPTION PART NUM. ALLOY/TEMP COMMENTS 1 FRAME HEAD 050 -757 6063 —T5 SEG -757 MILL FINISH 2 GLAZING BD. 050 -759 6063 —T5 SEG -749 MILL FINISH 3 SASH TOP & BOTTOM RAIL 050 -570 6063 —T5 SEG -570 MILL FINISH 4 MAIN FRAME SILL 050 -737 6063 —T5 SEG -737 MILL FINISH 5 SILL ADAPTER 050 -738 6063 —T5 SEG -738 MILL FINISH 6 SILL TRACK INSERT 050 -739 6063 —T5 SEG -739 MILL FINISH 7 SILL WINDLOAD ADAPTER 050 -740 6063 —T5 050 -740 MILL FINISH 8 FRAME JAMB 050 -572 6063 —T5 SEG -572 MILL FINISH 9 JAM ADAPTER 050 -741 6063 —T5 SEG -741 MILL FINISH 10 SASH SIDE RAIL 051 -742 6063 —T5 SEG -742 MILL FINISH 11 SASH MEETING RAIL 051 -571 6063 —T5 SEG -571 MILL FINISH 12 FIXED MEETING RAIL 051 -573 6063 —T5 SEG -573 MILL FINISH 13 FLAT BAR 050 -004 - - - -- 3/16' X 1 14 WHEEL HOUSING 014 -005 - - - -- 15 WHEEL 014 -044 .750 DIA. NAT. ACETAL 16 DOWEL PIN 015 -041 - - --- .150 DIA. X .550, BRASS 17 WSTRIPPING (at sash B & T rail) 047 -014 FIN -SEAL .360 X .187 BACK 18 SWEEP LATCH 007 -016 - - - -- WHITE 19 W'STRIPPING 047 -014 F1N —SEAL .360 X .187 BACK 20 SCREW 60 MEETING RAILS 000 -000 - - - - - -- 110 X 2.000,PhPH SMS 21 WEEP COVERS 014 -063 ------- 22 FRAME ASSEMBLY SCREW 012 -835 - - - - - -- 18 X 1.000,PhPH SMS 23 MEETING RAIL ASSEMBLY SCREW 012 -130 - - - - - -- 110 X 1.000,PhPH SMS 24 SASH ASSEMBLY SCREW 012 -835 # 8 X 1.000,PhPH SMS 25 SWEEP LATCH SCREW 012 -830 STAINLES STEEL 18 X .750, PhPH SMS, SS 26 WINDLOAD ADAPTER SCREW 000 -000 STAINLES STEEL 4 PER OUP SW AS WA. SCREWS 27 SEAM SEALER(at frame, at sash) 024 -019 SM 5504 28 SILICONE SEALANT(at fad., at sash) 024-043 DOW 1199 OR 995 29 GLAZING BEAD GASKET ( FXD, VT) 046 -014 W'STP.,BJLB NNW. WV- 3134,8KL. 30 SETTING BLOCK 046 -103 WV5848 SANTOPRENE 31 BUMPON SPACER 014 -049 .150, SJ -5306, CLR 32 1/4 °- 2 3/4' de 2 1/2' - - -- TMCON.SEI EL& FOR SPtC. 19HGDl 33 SILL RISER - - -- .032 110E o 4.6 9{T. BiE» METAL BILL OF MATERIALS SASH MEETING RAIL (SEG 051 -571) 0.844 t GLAZING BEAD 2.953f 1.969 1 H-0.1 0.839 ---- (SEG 050 -759) --1k- 0.088 MEETING RAIL (SEG 051 -573) r 0.056 U 1 2 1.5 .109 1.147 1.054 1.335 0.927 2.320 • 0.088 SASH SIDE RAIL(SEG 051 -742) 0.722 1 1.688 r 0.088 1.054 1 0,070TYP. 0.844 F+-- SASH TOP & BOTTOM RAIL(SEG 050 -570) KELVYN A. WHITFIELD MECHANICAL ENGINEER 1002 NS 116 9t— MANI M. 58161 TEL (905) 869 -1230 FAL (909) 695 -9976 Scadtillibidows&Dom.lao. 5100 N.W. 72 ND. AVENUE MIAMI FLORIDA 33168 PHONE (305) 591 -8990 SERIES: 140 ALUMINUM HORIZONTAL SLIDING WINDOW LARGE MISSILE 108 NO.: 02 -0175 DWG. NO.: 02 -0175 DATE: 02/11/02 SCALE: N.T.S. DWG. BY: D.M SHEET 5 OF 5 REVISIONS DESCRIPTION 80. 2 DA76 6/2 6/27/2 AS PER DMZ COUNTY RP 19 PE2 DOOR COUNTY REQ. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 2414 / Appio+d s co,.plriagwatt 6M 140A4 &AVMS:11 Feder' Caosane • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: MIAMI -DAi•E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions,' prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. 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 renews NOA No. 99 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 Binnings Pan American ACCEPTANCE No.: 01- 1214.04 APPROVED: February 7, 2002 EXPIRES: February 1, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00- 0501.16, which was issued on June 29, 2000. It renews the approval of a structural clipped mullion system, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The PA -8 (1" x) Aluminum Mullion with Steel Reinforcement and its components shall be constructed in strict compliance with the following document: Drawing No PA2- DET.DXF, Sheets 1 through 5 of 5, titled "Mullion," prepared by manufacturer, dated 01/10/96, revised on 12/10/01, signed and sealed by William M. Myers., P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies only to structural mullions to be installed vertically or horizontally, used with windows with a current Notice of Acceptance and installed as shown in approved drawings 4. INSTALLATION 4.1 The structural clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance - 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Raul Rodriguez, Chief Product Control Division 41 4.000 TYPICAL WINDOW FRAME 6,000 .! STFP 1 STEP 2 STFP STEP 4 STEP @ $TFP 2.000 --i INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE W11H DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL r GLAZING PRODUCT 1 % 2 X 1/13" ALUM TUBE 2.000 3.000- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 3 X 1/16 X 1/8" I r ALUM TUBE 1 x 4 X 1/16 X 5/32" ALUM TUBE 4.000 1.000 Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 0 16557 • DEC 12 7001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIFS ONI Y NOTFS 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. AU. MUWONS TO BE ALLOY 6063 -75. PRODUCT RENEWED AOCsPTANCBNo. 6 / - /Zl9. EXPIRATION D - 1 2 3" 007 PRODUCT CONTROL DIVISION BUILDING CODE CO01PLIANCE OFF'ICF. 0 8 1 8 dro wing no. M95 -08A (sheet 1 of 3 MULLION LOAD GiART ■■1�1'- .�JI�I�L.I� 1'.2 - ,4 /B ALU0. TBBE b STEM 4102 20 30 IH 50 60 70 88 TRIBUTARY NLDTM - INCHES ANCHORS TYPE A.B. OR Cl GLAZING PRODUCT vERTICAL MUWON GLAZING PRODUCT W1 ANCHORS TYPE A.B. OR C MUWON SPAN ANCHORS AB, OR C W2 1g TRIBUTARY WIDTH = W1 W2 GLAZING PRODUCT P GLAZING II GLAZING PRODUCT HORIZONTAL MULLION 8 t ANCNORS AB, OR s r1 00 1 111 amommarenrirmr -1.111■■■-,■■ LiNNINMENNIMMI 111111111■„■,IIMI■ �li8i(ii��� ■� 1 '.3' ALUM. nsc 01111 R,1 -01111 i PAN 11� ID 1 20 MULLION LOAD CHART 38 A0 50 1.0 713 013 TRIBUTARY WIOTM - INCHES TYPICAI MI /1110N ARRANGFMFNTS ANCHOR LOAD CHART N a m , y n ANCHORS TYPE A RLC7.L+ I 30 40 50 60 70 80 TRIBUTARY WIOTH - INCHES I'AALION L0A0 CHART Kw. rum ■■,■IMII° ,e B,m __ �.,.m,� ■,1„ ■111111■■■ ■1„11 1 ■\I■•11111■ ■■■d \■ iiirnEROMMINEM \11 ■1111111IM■ ■ ■•■ IMMILIIMMVEINEME 1 MINEu\\ ■u■■ \1 ■ \ ®\� \s!■311•■■ ■ ■ \ �BB:Y ■� \B ■I in,nE�,�E EMI ME ►�■►mMuROM u ,■■M■,■■ICIO■ O ■0!R11111■■ ■ \■0 WEIM■I•SI■►\■■IIM! N 11 J MULLION LOAD CHART 2'44•41/8' AL TLEE; 5 -s 8 UM NO IlS1. ■ \lam \ ■ ■ \ •111111ME■ ■114111■■ \MIIIM■■\ ►11■1,11111111■1111w■• 11f■11B1MMIII 9 \1■■A7■MM■ ■►III emu\ \B \ ■B\■■\ ,11■. ■11. ■III, ■ ■■10, ■1„ ■ ■II,� ■I, ■ •■■ 1]. ■,■MIO■■,.■■ ■0s■u►■■u■ 11■1■■100 ■111■ IFEM ■■■BIM■ ■■ 0 m MULLION LOAD CHART Rte -11111111111111111111 ■1 \, ■11111\1BW1111111■• ■11111■\■\\!Illlt,\ MII 1 \I\11111\ \■■21■r►r ■■ 111\1■1 IIMIUMMI■EW11■ �11111ME V■► \u \■ 1111111RI• ■MM■RM■ ■\ ►n1M11o01u1111■ III„ ■'ll,�l,�� ®� ■I1, ■'lull \���IIII1'u ■1]■1,111111■1II1. ■1i,■ ■nv■■►■■■. ■B, •VbV©■■ 1111=\■■!S■■v ■■ AMILB ■B 2'44•.1/8` ALUM. TUBE LIm Can 3 e 28 38 40 50 L0 78 TRIBUTARY WIDTH - IN0103 0, m 20 08 FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, ANCHOR LOAD CI -TART 20 30 40 68 60 78 TRIBUTARY MIDTH - INCHES ANCHOR? TYPE B RELY -11 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 18557 G DEC 1 2 ?001 . -J 10 >9 = ro= i3 00 20 30 40 60 60 70 80 TRIBUTARY IJIDTN - INCHES ANCHORS TYPE C ANCHOR LOAD CHART 20 30 40 GO 60 '70 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED ACCEPTANCE No. Oh1 .01 EXARATIONI DATE AA AIr 20 8y 1 DUCT CONTROL DIVISION BUILD 82 1n •z :0 J 7 2 W 01 J 1 8 2 4 drawing no. M95 -08A sheet 2 of 3 A MUWON 2X201/8' ALUM ANGLE 2 X 2 x1 /8' ALUM ANGLE PRECAST CONC. SILL ANCHORS TYPE 'A' / 14 S.M.S. 1 -l/2' MIN. EMBED INTO WOOD 1/ ANGLE # 14 S.N.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/16 DIA. TAPCON 1 1/2" MIN. EMBED 1/ ANGLE 2 X 2 x 1 /B' ALUM ANGLE a 14 S.M.S. 2/ ANGLE MUWON 1 2X221/8 ALUM ANGLE — 2 -5/8' LONG Ile I -I .125 TYP. 1.625 LI —1.1411 3.000 MULLION CLIP (ALT. TO ANGLES) THIS CLIP TO FLOAT INSIDE MUWON (NO SIDE FASTENERS REOD.) ANCHORS TYPE 'B' # 14 5.0.0. 1 -1/2 MN. EMBED INTO WOOD 2/ ANGLE Engr. OR. MUMAYOUN FAR000 STRUCTURES RA PE / 6557 DEC 1 2 7%f11 11111M11V11111im14111UmI l INPM NOTCH WOOD BUCK TO ACCONODATE CLIP ANGLE TO NA50NRY ' 2X201/8 ALUM ANGLE O 14 5.0.5. Ihe111tur.o.emmmlr■■■v• 3/ ANGLE 1 __r„_ II 1 MULUON ANCHORS TYPE 'C' MULLION - 2 R 2 11 1/8 ALUM ANGLE 3 -5/8" LONG ri WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. PRODUCT RENEWED ACCEPTANCENa O( -(T4 S• ° EXPIRATTION DAT' Ely /III 707 PRODUC[ODNFROL DIVISION CODE COMPLIANCE. OFFICE 1/4' • TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE A a, ° CONCRETE OR CONC. FILLED BLOCKS n 2 z 2' J • ° , S al ( drawing no. M95 -08A (sheet 3 of 3 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAM -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below: The Miami -Dade 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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 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' ; Lnless 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 thc 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 causc 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 entircty. INSPECTION: A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at thc request of the Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 7 1/2' -- 95.750 MUG 7 1/2" -- 13' -- MAX. ON CENTER TYP. HEAD & SILL 37.500 7 1/2' 7 1/2' -- 5 1/2' 13.5" 13.5' TYP. MAX. 5 1/2' SEALANT ON FRAME CORNERS & PANEL CORNERS 95.750 44 2 POINT LOCK 2 7 OPTION ti ✓r 71.750 -e Robert L. Clark, P.E. P.E. #39712 Structural -{ -- 7 1/2" I /2 13.5' 13.5' 171' MAX. 5 1/2' 7 1/2 " — L__13 - d 7 1/2'_I MAX. SEALANT ON ON CENTER FRAME CORNERS TYP. HEAD & SILL & PANEL CORNERS Revisions: O) added 2pt. lock info Material: Revad By: D.B. Date: 11/17/00 Drown Or D.B. Chkd By: Dole: poly 2/16/98 1.) GLAZING: .401/464 LAMINATED W /INT£RLAYER (MONSANTO OR DUPOHT) 2.) CONFIGURATIONS: X. XX J.) DESIGN PRESSURE RATING: Jo) 464 LAM.: +75 P.S.F. -75 P.S.F. Jb) 401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2' FROM CORNERS (HEAD & SILL) MAX. 5 I /2' FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REOUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET J OF 4 rah.MING, UNev Notre. Portions: I 1/64 Dtdnd .02 * Decimal .oao Maas: r Series /Yodel: SWD -101 PGT NO: LARGE MISSLE IMPACT DOORS 1070 Technology Dr. Nokomis, Fl. 34275 VENDOR NO: Scot.: Sheet: 1x 1 ie14 PItt111UCT IIf.V11fo ti cotnpl)ing with she Florida oohlIng Code Accsptaace No 02-07 :2 Eaplrat as Date Dr /- /N.. .FrO+J Mla Dade rtadact Cameral Diettla. PRODUCT RENEWED ACCLVI CT.N,. ci 1— Gt { 1 .o4 EXPIRATION DATE I`t0'EFl <I C 22 2c0 (� 111. \5415 \. t_11 .1. NOM ml r (7t W Ri*1OA VISION 11URUMt. CODE CUMI'7b&JCE OFYICt INDUSTRIES Description: French Door — X, XX (Domino No. 971 Re 95.750 93.625 ROUGH OPENING 1.272 4.000 4.000 ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250- - MAX. SHIM SPACE f 84 3/4" DAYLIGHT OPENING MAX. SHIM 250 SPACE f 1479 INTERIOR VERTICAL SECTION INTERIOR 1.489 .250 t MAX. SHIM SPACE ROUGH OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL 25" DAYLIGHT OPENING � 3i Rob rt Clark, P.E. P.E. #39712 Structural 71.750 EXTE IOR HORIZONTAL SECTION 1.750 INACTIVE PANEL 250 MAX. SHIM SPACE ROUGH OPENING 1.480 PRODUCT REVISED O Cos plybg Mlh the floral* Balding Code Acceptance Na O 2 -O CAI. l 2 EapintIon Date I // 2.2 /04 MIadI Dade Plodact Coalyd • Divided PRODUCT RENEWED ACYEfTN N,. C> I— O4 DLit EXPIRATION 11.17. HINJEM 2Z SGn� \ ""'I MOO KT j T1I(Taf f�.IM VISION DURDMU �4 % cOMPLIeiNCE OFP4CE Revisions: 0) added 2 pt. lock info Material: Rend By: Dote: D.B. I I /17/00 Drown By 0.8. Chkd By Dote: Dote: 2/16/98 rohrnncrs 1(nlrsl Nafel !radials t I/51 Deoind .OR s °coma .000 1 Mgaka 1 r Series/Model: SWD -70; PGT NO: 1070 Technology Dr. Nokomis, FI. 34275 Description: French Door — Elevations. VENDOR NO: Scale: Shoal: 2014 INDUSTRIES Drawing No. 971 Raw D 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. .250 MAX. SHIM SPACE Revisions: D) added 2 pt. lock info Rend By: Date: Chkd By: rote: O.B. 11/17/00 Ir<D Robert L. Clark, Pr iv. BY Dear RE. #39717 D.B. 2/16/98 bfr 4oteriok I — J.000 —I .401' LAM. W /MONSANTO SAFI FX PYB INTERLAYFR OR .401' LAM. W /DUPONT BUTAMITE INT£RLAYFR SEE ILOTE J ON SHEET 1 DESIGN PRESSURE RATING: t60 oil, Tolr,nnr.t Unites M,b.t Fioctionr t 1/64 osond .00 a Dean/ .DW a Moat t I' Senes/Oodel: SWD— 101 Description: French PGT NO: 3/16 ANN. .090 — J /I6 ANN. -- L .250 -F MAX. SHIM 3.000 SPACE 1070 Technology Dr. Nokomis, Fl. 34275 1.489 .464' LAM. W./MONSANTO SAFI rr PYR INTFRLAYFR OR 464' LAM. W /DUPONT BUTALITE INTFRLAYFR SEE NOTE J ON SHEET 1 DESIGN PRESSURE RATING: 1 PRODUCT RF.VtSED 1 cooplying with the Florida fluidic* Code Acceptance Nn 02- 0'?O1• 12 Esplcetloo Due N/ 2 2 V By M4. ade Product Couttol Dtvbho PRODUCT RENEWED A�clrr 6 N.. of -0411 .0 L1 Cv6'IRA10.4 DMTt. N 04E 4dElr2.2 Dy I sL•.1 . I • 1. �. • lit 04 .t Cc a V1SK7N uuannLY EAti ict Door — Exploded /lazing VENDOR NO ccle: Sheet: Drawing No. 3o14 971 INDUSTRIES D u tura 1/4 TAPCON TYP. HEAD TYP. SILO 1w 2 e 16000 BUCK /12 MTNC/D TYP. HEAD _• M1, Jua Robert L. Clark. P.E. RE. #39712 Structural ITEM DESCRIPTION I DOOR HEAD /SILL 2 OCOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .2a0 x .187 FINSEAL STRIP 5 OCOR W —STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 GLAZING BEAD (ROLL FORM) 9 OL'TSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 ' STRIKE PLATE INSERT 17 104/4 SCR. FLT. HO. PHIL 18 HINGE ASS'Y. 19 10x.625 FLT. HD. PHIL 20 10x1 2 FLT. HD. PHIL. 21 TCP BOTT. SLIDE BOLT LOCK 22 6x1 2 FLT. HD. PHIL. 23 8x1 1/2 SCR. PN HD. QUAD. 24 SEAM SEALER 25 LOCK SUPPORT ASSY. 26 6x3/4 FLT. HD. PHIL. 27 .200 x .190 QLON 28 .315 x .190 QLON 29 3 POINT LOCK ASS Y. 30 LOCK ACTIVE 31 LOCK (DUMMY) .32 DEAD —BOLT LOCK 33 .401 LAM. W MONSANTO 34 SILICONE 35 112 Ph. Pn. SMS 36 1/ TAPCON 37 .401 LAM. W /DUPONT 38 .454 LAM. W OUPONT 39 .454 LAM. W/MONSANTO 40 2 POINT LOCK ASSY. 41 PI x .75 Ph. Fl. Tek Reriaions: 0) added 2 pt. lock info 4olenal: Raced By: Dote: D.B. 11 /17/00 Orv.n BY 0.8. Chkd By: / Data: Date: 2/16/98 V.T. , 60375 60376 60377 67924G 60379 60380 60411 65170 61069M 6TRODA 60378M 7WASHA 7JNUTA 41722W 7955X 41721 71034A 7FRMOW 71058FP 710X11PPW 41720 7612FW 78112A 6SM55W 4UBLOK 7634F 60200K 60300W F03PTAY 7LOKAP 7LOKIP 7BLTIP 62899C 7834FPT 4 1 door to & bot. roil 8 2 eo. door top do bot. roil 8 2 /eo. door top & bot. roil 8 2 /ea. door top & bot. roil TokmMn Bole” Nat M• Aotirer a 1/64 D.d .OZ 6 Dedral .000 Series/Rodef. SWD -101 DeeMpRon: PGT NO: QTY. /DESCRIPTION 8 (2 /eoch door top & bot. roil 6 (3 frame iambs) 26 6 /hinge — hinge —door jamb .30 5 /hinge &hinge —frame jamb 2 1 0 top /bot. of I.h. ostrogol. 4 2 /slide bolt locks) 12 (6 /head & sill) 3 1 /lock) 6 2 /lock support assv.) 5 1 ostro.ols fr. ombs & head 4 1 0 r.h. astrogal 1 ® r.h. ostraeal 1 ® r.h. astragal 1 ® r.h. ostro 1 (0 r.h. ostrogol) VENDOR NO: 1070 Technology Dr. Nokomis, Fl. 34275 Scala: ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX VENDOR FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PG INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOC HARLOC HARLOC H.P.G DOW CORNING H.P.G H. H.P.G. PGT INDUSTRIES SPENCER PRODUCTS PRODUCT REVISED I REN WCD d compl)iog r,lib the Florida 1 Coking Coda nCCLIT.YICl. M. a t — 0 4 l . o Y Aoeaptaace No 02- 0.301.12 - oidt. Eepintloo 22 L 87%Tl(YVI NaJE Midas IMOI. IL • k'r t L•,RLL5 ). Vtt r E 6!I1I French Door — Anchorage/B.O.M. Sheet Droving No. 4"4 971 VENDOR 1 AF— 10375 AF -10376 AF -10377 F57924— 787 AF— 10379 AF -10380 AF— 12376 AF -12375 AF— 10378 41722W 4172 41720 SM5504 4UBLOK Q200X190 Q375x190 FD3PTAY 100 880 820 899 INDUSTRIES Rev. D M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (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 thc High Velocity Hurricane Zonc of the Florida Building Codc. DESCRIPTION: Series "PW -701" Aluminum fixed Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titled `.'Aluminum Fixcd Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer datcd 02 -16 -98 and last revised on 09- 09 -02, signed and scaled by Robcrt L.Clark, P.E., bearing the Miami -Dadc County Product Control Revision Stamp with the Noticc of Acceptance numbcr and expiration datc by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 othenvisc notcd hcrcin. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in thc applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after thc expiration datc or if there has been a revision or change in thc materials, use, and/or manufacture of the product or proccss. Misusc of this NOA as an endorsement of any product, for sales, advertising or any othcr 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 numbcr preceded by the words Miami -Dadc County. Florida, and followed by thc expiration datc may be displayed in advertising literature. If any portion of the NOA is displayed, thcn it shall bc done in its entirety. INSPECTION: A copy of this cntirc NOA shall bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99- 0218.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02 -0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16" LAMINATED (3/161HS,.090",3/16 "HS) WINDOW WIDTH WINDOW HEIGHT 76.000 78.000 80.000 84.000 90.000 96.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 41.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 42.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -89.3 89.3 43.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -89.7 89.7 -86.5 86.5 44.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -87.3 87.3 -84.0 84.0 45.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -88.1 86.1 -85.2 85.2 -81.8 81.8 46.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -86.7 86.7 -83.3 83.3 -79.8 79.8 47.000 -90.0 90.0 - 90.0 90.0 -87.8 87.8 -85.2 85.2 -81.6 81.6 -77.3 77.3 48.000 -90.0 90.0 -87.9 87.9 -86.3 86.3 -83.6 85.6 -79.9 79.9 -74.8 74.8 96" MAX. WINDOW HEIGHT 93 MAX. DAYLIGHT OPENING 6 1/4' MAX. 48" MAX. WINDOW WIDTH 45" MAX. DAYLIGHT OPENING LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16" (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS W1TH AN .090 /NTERLAYER OF SAFLEX PVB BY SOLUTIA OR DUPONT WITH BUTACITE AND 3/16 HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS O" 3.) DESIGN PRESSURE RAMC: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1/4 FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. 0.C. AT HEAD & SILL = 17" W/ 1/4" TAPCONS A MAX. 0.C. AT HEAD & SILL = 13" W/ 1114 SCREWS MAX. 0.C. AT JAMBS = 13 1/4" W/ 1/4 TAPCONS MAX. 0.C. AT JAMBS = 11 1/4" W/ 114 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT. FTL -1971 7.) INSTALLATION OF 1 x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. 13 1/4" MAX. O.C. W/ TAPCONS F 11 1/4" MAX. O.C. W/ X14 SCREWS / 1 6 3/4" MAX. 17 MAX. 0.C. W/ TAPCONS 13" MAX. O.C. W/ /14 SCREWS Robert L Clork. P.E PE 039712 Structural 1070 7ECMN0LOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. 11 34274 Revel By: Odd &Odd : F.K. 9/9/02 F- REVISE ANCHORS SPACING Revd By. Date: Revisions: F.K. 8/13/02 E -RENSE AID.IORS t NOTES Revue By. Dore: Reddens: F.K. 7 /10/02 D- REMOVE TEMPER OPT Revd By: Dals: Reddens: F.K. 5/9/02 C -ADO COMP. ANALTABLE RPM By: Date: Revisions: F.K. L1/6/01 B -TB & ADD EXTR. Redden 129/99 L D 3. Drown By: 0.9. 26 /98 Oescrtp0on: ELEVATION Sareekod.0 Sc ab: Sheet: Qrowbp No. PW -701 NTS 1 . 4 4214 PRODUCT Rt9LNA =A .h► . florid. �••eDes R N OZ- 07/6. ['Work. Dou O'-To64.1d 7cq- p I t Mk D.d! /rad .1 Co�t.H ALUMINUM FIXED IMPACT WINDOW Rev. F ITEM 1 2 3 4 5 6 7 8 9 10 DESCRIPTION Frame Head & Sill Frame Jambs .688 x .500 Channel Gloz. Bead Seam Sealer Closed Cell Foam Tape 8 x 1.000 Ph. Pn. SMS Silicon Back bedding 7/16" (.454) W /SOLUTIA PVB INTERLAYER 7/16" (.454) W /OUPONT PVB INTERLAYER 16 x .875 Ph. FI. Self —tap .874 2.784 062 —I .688 O FRAME HEAD & SILL 6063 —T5 ALUM. V.T.1 61224! 612242 6533402 6SM55W 61308 781PQA 62899C 7PWSW 0/I Robert L Clark. P.E. PE /39712 Structural QTY. /LOCATION 1 eo. 2 4 4 (between bead & glass) 8 (Frame Assy. screws) 1 1 Bead screws. 2 1/2" from end, 20" centers 1 .312 2.784 INDUSTRIES 1070 TECHNOLOGY OWE Nokomis, HL 34275 P.O. BOX 1529 NOKOWS n. 34274 —1 1- --.312 �{ .874 1--- O FRAME JAMB 6063 —T5 ALUM. MINN sr: F.K. Rood 9 y F.K. Roma By: F.K. Roved By F.K. Road Br: F.K. Road By.. D.9. Oro.n By: 0.9. Oat.: 9/9/02 8/13/02 Dew 7/10/02 s : 5/9/o2 Redwm. D —NO CHG THIS SHT NO CHG THIS SHT 11 6/01 1 29/99 Re arose TB & ADD EXTR. 26,98 sib PW -701 .688 NTS RoNsic a: F —NO CHG THIS SHT RaWdoom E —ADD DIM., ORIENT. VENDOR Alumax Alumax Alumax Schnee — Morehead Stik — ll Merchants Fasteners Dow Corning H. P.G. H.P.G. Fostec st..t: 2 or 4 --1 .062 1 .6 88 1- ----�— .500 O GLAZING BEAD 6063 —T5 ALUM. VENDOR NO. AF -12241 AF -12242 AF- 533402 SM5504 1308 899 PRODUCT RE9ISF.0 r Cbt.f eke Or rk"W. £i ,wt. Net rber all 2- by 1S1.n1 .n..1 I>.d. Preetel CAW Whew Owcrbelon: EXTRUSION PROFILES & B.O.M. TRW ALUMINUM FIXED IMPACT WINDOW Drawing X 4214 Rer. F MAX. HEIGHT EXIERL0B 2.784 MAX. DAYUGHT OPENING = WINDOW HEIGHT - 3" VERTICAL SECTION HORIZONTAL SECTION 3/16" HEAT STRENGTHENED 0 / f/X- 7// Robert L Clark. P.E PE #.39712 Strueturof ,r;„L MAX. DAYUGHT OPENING = WINDOW WIDTH - r 1070 TEDWOLOGY DRIVE NOXOWS, FL 34275 P.O. BOX 1529 N KOW. FL 34274 MAX. WIDTH .090 INTERLAYER (SAFLEX BY SOLUTIA 3/16" HEAT STRENGTHENED OR DUPONT W /BUTACITE) 7/16" GLASS BITE Raved B.: F.K. Mewed By: F.K. Rw d By: F.K. Rand 8y F.K. Raved By. F.K. Renews: D.B. 1/29/99 Dlrtro. Onnwn By. Doer D.B. 2/16/98 D..crOtlon: SECTIONS & GLAZING DETAIL Rand By Dike GLAZING DETAIL: 7/16" LAMINATED GLASS Date: Reviews: 9/9102 F -NO CHG THIS SHT De. Ra lston: 8/13/02 E -CHG INTER, & DESIG. Dots RMda,r 7/10/02 D- REMOVE TEMPER OPT Dot Rerblwn: 5/9/02 ADD TEMPERED GLASS Dote: Ralston: 11/6/01 TB & GLAZING DET. 2.784 Salert/Modek Sc ib: Sheet: Deming No. PW -701 NTS 3 a 4 4214 PRODUCT RLVIlE se roQPbbt.k b J. Fk,,l4 &riot ad. Amp.,... tl0 -o71C 0 !Nand. D.b c o 2e01Z a \ s441 I • L 1.44tA Waal Onl. P..le,t Coke. ALUMINUM FIXED IMPACT WINDOW Rev: F • 1/4" TAPCON (SEE NOTE 1) 1/4" TYP. HEAD. SILL JAME 1 1/4" MIN. 4 . a • a 4 .4 INSTALLATION OF 1 x WOOD MAX. BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. NOTES: 1. USE MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1971 #14 PANHEAD Robed L Clark. P.E PE #.39712 Structural 1/4" MAX. 1 1/2" MIN. TYP. HEAD, SILL JAMB INDUSTRIES 1070 TECHNOLOGY OWE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. rt 34274 Raved By. F.K. Raved By. F.K. Rama By: F.K. Bwcrbdan: TRIM: 4 4 9/9/02 oae: 8/13/02 nab: 7/10/02 Rowed Br ots: F.K. 5/9/02 Rana! By: Ooh: F.K. 11/6/01 0.4. 1/29/99 Doom By: nab: 0.9. 2/16/98 ANCHORAGE Ser1e{ModaC Scale: Sheet PW -701 NTS 4 a 4 INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. Raratkrs: F-CHG SCREWS 10 114 Re tdo a: E-CHC BUG( NOTES Rb,4abrs: D-NO GIC THUS SNT � 1 4 TAPCON & NOTE Renisf n TB & NOTES Ra ab= PRODUCT REVISED -Nris .riff u. Florida w...�..... n. 0z-07/6- 4dtr.ao o... oGTb3. sac. 1 1 . CLw , ►u.� Dade Pt c a I BMA. ALUMINUM FIXED IMPACT WINDOW Craving No. 4214 Ray: F