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1999 WINDOWSDATE 04 -05-9q SCALE, AS SHOWN DRAM MD. :,,NECKED, AF. ;AMMI9SION No, 100099 SHEET 1 SKEET NO. OF CI) Cr) rn 0 ro 31x38 I/8 XO (.0 0 0. 0> 0 U) 4) w 0 w J J >- i I-- U w fX 0 - U +45.1 +4'1. FLOOR PLAN M. R. HT.= I3' -O" ROOF SLOPE = 3/I 2 53 I/8x50 1/2 XO H.R. +43.8 +46.2 53 I /8x50 1/2 OX H.R. +43.8 +46.2 Iq I/8x38 3/8 H.R. +45.1 +41. 14 I /8x50 1/2 OX H.R. +42.1 +41. 81 ' - O" +42.1 +45.2 I I /8x38 3/8 H.R. +45.1 +41. 31x38 1/8 XO 14x50 XO H.R. H.R. +42.5 +45.2 +42.1 +45.2 14 I /8x50 1/2 OX III x50 I/8 XOX H.R. H.R. 53 I/8x63 XO H.R. +42.8 +45.5 +41.4 +44.1 26 x46 FIXED +45 +41. 14x50 OX H.R. +42.5 +45.2 III x50 1/8 X H.R. 1/8" +41.4 +44.1 O 1 m LIJ G GLAZING CONTRACTOR YAMILL GLASS ADDRESS. Ie462 NW 46 AVE MIAMI, FLORIDA 55014 PHONE, face) 626.4300 REVISIONS DATE BY 0) 0) a) (0 N cO L!) N LCD O t- o. a I- 05 3 - a 4) L LLJ Z CD EL w 0 I J -J E Q i- 0 W -) O CC 0 U L PRODUCT CONTROL NOTICE OF ACCEPTANCE: - "PCT" SERIES PH-101 ALUMINUM FIXED WINDOW - IMPACT 4 NON - IMPACT ACCEPTANCE No. G7- 0304.02 - "PCT" SERIES SH -701 ALUMINUM S I NCLE HUNS WINDOW - IMPACT 4 NON - IMPACT ACCEPTANCE No. G7- 0310 - "PST" SERIES H5 -200 ALUMINUM HORIZONTAL SLIDINS WINDOW ACCEPTANCE No. G5- 1205.05 Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA BUILDING ELECTRICAL ❑ DATE 195 PLUMBING ❑ PERMIT N° 8851 8 51 Contractor's License No ROOFING ❑ ❑ Work to be performed under this Permits Bl. Subdi- vision Sq. Ft Value of Project $ y .., ryYj,; , -� Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, -- - - - --- or employees. Signed • ;a,a , A. • BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT „e Date o.1- 19 0 Street.d S7, - >._ _ i Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done Q,5'J_ • € State work to be done and purpose of building (by floors) and for no other purpose. New Building Rernodeling.___ Y, Addition Repairs No. of Stories To be constructed of Kind o foundation Roof Covering Estimated Total cost of improvements $ € Amount of Permit $ . __._ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. d ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him s ed are tru e. / Permit No ..... LJl Date — / r Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ..._.. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. D a t e 0 2 ( o J o b Address I Of Ng.. `i'6 S+ • Tax Folio i l - 3 6 - Q 13 - cX7 P-O r t Legal Description LA T 1(o LO I 1 z o . 104 17 81 k ZU Historically Designated: Yes No A Owner / T e n a n t C€ cA ( I G o , r I De S 1 0. t a Master Permit # Owner's Address co 1 (A) . 1' CA - i a L e abl FL la Phone 3 0S $ a- 3 - 3 5 - ( , Contracting Co. Y C><vv� \( Cr (C SS Address 1 S9 Co a L) W g A v e. Qualifier G-U 1 Coo P . r cc 0 ss# - Phone 305 (c3 g-8 8 500 c state # 97 8 S O O 3 aLi Municipal # 3Q `(1 b b9-c6 S Competency # Ins. Co. F{ a r 7t l ah cyy1 CL; 0.b I i 1. l Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUIL��DING ELEC PLUMBING MECHANICAL ROOFING PAVING FENCE SI II WORK DESCRIPTION g N 0 r i Zo n`1 a l (�-p ` 12 ( (- i �C-2 Gt W i `n h 0 u A-AVY\G J W i dlQlO S Q 5-k n3-- 1Urr'iC0.ne NWni Estimated Cost (value) 55 Square Ft. 1,q(4•9 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. I I 0) Signature of owner and/or Cond'resid = Date Signature ja4 L37 = i)L30 /9 9_ FEES: PERMI Notary as to Owner and/or Condo President Date My Commission Expires: OFFICIAL NOTARY SEAL DARLENE PORD NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC669810 MY COMMISSION EXP. AUG. 6,2001 RADON C.C.F. f Contr: ctor or Owner -Buil as to Contractor or Owner- Builder Commission Expires: NOTARY MINIMMIIIMIIMit ROSA I. PALACIOS My Comm Exp. 12/28/2001 No. CC 705125 1 / / at y Known I 1 Other I.D. BOND TOTAL DUE 7 Date Y30/ ? Date APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering 04!12/1999 13:39 305- 628 -0301 YAMILL GLASS WINDOWS PAGE 01 141 NOTJCE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOU SITE AT TIME OF FIRST INSPECTION PERMIT NO x4 X FOLIO .NQ 1 i ' 3 a US,, • 01 3 • 7a .0 STATE OF FLORIDA COUNTY CIF DADE THE UNDERSIGNED hereby given notice that improvements will be made t0 aorta% vast propel1 . WAS to ectxvdence with Chapter 713. Florida Statutes. the rottowfng inlarrnc ion is provrded m *is Notice al CornmontenMrtr. 1. Legal description 01 property and street address L f t ; W 1 a O L u ! 1. 1 f3 Mr40A, Slur r<. S.c 1il�r1 3 1'6 IQ P5 70 (mss 2. a `iption of improvement- U I 1r e5 tl ' 4.. 3. Owner(s) n me and address: C e t, V f 1' u r , y S a , tin 0- (c ( I.t") I' l C 1 . Pc. 330 Interest in property: Nemo DUD addrosa of loo simple titleholder: 4, 9ntractor's name and address; Qvvl ‘ i 14 S S 4 41.J', +'l a 0 ta.,:•S, ' ! S a !V W 4 1g Ave I-A o �� Ft.• S3O 0�} 5 Surety: (Payment ben requited by owner from contractor. it any) Name and address: N it 4 Amount of bond b ' ` /1!T 6. Lender'a nemo and address: / IT 7. Persons within the State of Florida designated by Owner upon whom nottcea or other documents may be served as provided by Section 713.13(1)(0)7.. Florida Statutes. Name and address: 1`) Ili 8. In addition to himself. Owner designates the following person(.) 10 receive a copy 01 the Lienor'a Notice as pro- vided In Section 713.13(1 ), Florida Statutes. Name and address: CLA 9. Expiration date of tills Notice of Commencement (the expiration date to 1 year from the date of recording unteas a different date In specified) NO , Stamewe a O.nw C Owner's Name ! ( )ITC/ Sworn to and subscribed before me this day ol..?, 19 fy 9 Notary Public Print Notary's Name ..L- I' 14 r, cI . My Commission Expires: _ NOTA$Y P UC KATY O apwRIDA COMMISSION NO. CC669e10 N. 4 MMISStoN BtP. AUC_V001 of PIG/tux, mom. of ()Ab MBvet17 Cann, rAer Mkt, e ,A4 0 ' 1 r' •01rie ahh ofec a da or [ �^ Ao 19 IiI1 Vi . It VIV fY�R c ., • �,� , • 9910 183875 1999 APR 09 f7r:47 Prepared by IGr ( � '_•4,n�r' address• I';M.r.7 MIw' A vt'. �l,P,.., �C... :3.?,>(1'4 EETRO -DADS V . • • PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Expires:02 /25/01 • •' Approved:02 /25/98 -1- Internet mall address: poepmaster @bulldingcodeonlIne.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE 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 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Series PW-701 Aluminum Fixed Window - Inrpacl & Non-/it/pact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 4210, Sheets 1 thru 7 of 7. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No. :97- 0304.02 (Revises No.: 96-0215.02) Zaul Rodfiguez Product Control Supervisor THIS IS THE COVERSILEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMIVIITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http :l /www.buildingcodeonllne.com 110 • • • Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 97- 0304.02 FEB 2 5 1998 FEB 2 5 2001 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum fixed window 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 in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series PW -701 Aluminum Fixed Window — Impact & Non - Impact. 2. MATERIAL CHARACTERISTICS 2.1 See Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled " PW Series 701," Sheet 1 thru 7 of 7, bearing the Miami -Dade County Product Control approval stamp. 2.2 Glazing 2.2.1 Glazing Material: As specified in Dwg. No 4210, Sheet 1 of 7. 2.2.2 Glazing Method: Exterior glazed, with 7/16" glazing penetration, using a clear colored adhesive bedding compound, Dow Corning 899 and a 1.057" x .678" high extruded aluminum snap on. glazing bead (Part # 612234), with a .200 Diameter x .200 wide x .275 high vinyl bulb by Team Plastics , between bead and glass (Part # TP -247 or #TP -248). 2.2.3 Daylight Opening: Clear opening of fixed lite is: 117" wide by 57" high or 71" wide by 34" high, depending on overall frame size listed in Drawing No. 4210, Sheet 1 of 7. 2.3 Frame Construction: 2.3.1 Head: Consists of a .874" exterior. /.312" interior. face by 2.784" deep flange type aluminum 6063 -T5 extrusion (Part # 612241), Typical wall thickness is 0.062 ". 2.3.2 Jambs: Consists of a .874" exterior. /.312" interior face x 2.784" deep flange type aluminum 6063 -T5 extrusion (Part # 612242), with two screw splines. Typical wall thickness is 0.062 ". 2.3.3 Sill: Consists of a .874" exterior. /.312" interior face by 2.784" deep flange type aluminum 6063 -T5 extrusion (Part # 612241), Typical wall thickness is 0.062 ". 2.3.4 Corner Construction: Frame llas butt joints. Frame corners are secured with two #8 by 1" PPH SMS. 2.4 Sealant & Pads: Frame corners, are sealed with white colored sealant Schnee- Morehead 5504. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating of: Non - Impact, Small Missile Impact and Large Missile Impact Windows, see Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled " PW Series 701," Sheet 1 thru 7 of 7, bearing the Miami -Dade County Product Control approval stamp. 4. INSTALLATION: 4.1 See Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled " PW Series 701," Sheets 1 thru 7 of 7, bearing the Miami -Dade County Product Control approval stamp. Note: Please see note #11, Page 3 Man el Perez, P.E. Pro Prod (Control Division t Control Examiner 1.1 11i,1' NON- IMPACT - ( 0 ) - 120" wide x 60" high - 3/16" Tempered Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION@ 1.57 PSF PA 202 -94 (0.34 CFM /FT) 0.15 CFM /FT UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 POSITIVE ; +60.0 PSI: +60.0 PSF UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 NEGATIVE -60.0 PSF -60.0 PSF WATER RESISTANCE (PSF) PA 202 -94 +20.0 PSF SF +133.3 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +90.0 PSF +60.0 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 NEGATIVE 30 Seconds -90.0 PSF -60.0 PSF . FORCED ENTRY RESISTANCE (FER) ASTM F -588 N/A Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) -60.0 PSF For Design Pressure Rating vs. Window Size, see Table in Section 9 "Comparative Analysis • • Vinyl Tcclt /Progressive Glass Technology NOTICE OF' ACCEPTANCE: SPECIFIC CONDITIONS 4,2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 Fasteners must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 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. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, including duplicate prints of Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled " PW Series 701," Sheet 1 thru 7 of 7, bearing the Miami - Dade County Product Control approval stamp. 6.2 This document renews and revises Notice of Acceptance No. 96- 0215.02 dated 12/26/96. 6.3 Hurricane Protection: See Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled " PW Series 701," Sheet 1 of 7, bearing the Miami -Dade County Product Control approval stamp. 7. TESTS PERFORMED: RESULTS: ACCEPTANCE No.: 97- 0304.02 APPROVED : FEB 2 5 1998 EXPIRES : FEB 2 5 2001 - 2a Man el erez, P.E. Pro t1 Control Examiner Product Control Division NON - IMPACT - ( 0) 74" wide x 37" high, 3/16" Annealed Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF PA 202 -94 (0.34 CFM /FT) 0.08 CFM /FT UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 POSITIVE +60.0 PSF +40.0 PSF UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 NEGATIVE -60.0 PSF -40.0 PSF WATER RESISTANCE (PSF) PA 202 -94 +20.0 PSF +133.3 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +90.0 PSF +60.0 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 NEGATIVE 30 Seconds -90.0 PSF -60.0 PSF FORCED ENTRY RESISTANCE (FER) ASTM F -588 N/A Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) -60.0 PSF For Design Pressure Rating vs. Window Size, see Table in Section 9 "Comparative Analysis" Ilip Vinyl Tech/Progressive Glass Technologv • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: (continued) 7.2 TESTS RESULTS: 2b - ACCEPTANCE No.: 97- 0304.02 APPROVED . FEB 2 5 1998 EXPIRES : FEB 2 5 2001. / ae Manue P rez, P.E., Prod ontrol Examiner Product Control Division SMALL MISSILE IMPACT WINDOW — ( O) 74" wide x 37" high - '' /" Tempered Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION Q 1.57 PSF SFBC PA 202 -94 (0.34 CFM /FT 0.08 CFM /FT` UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +70.0 PSF +70.0 PSF UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE - 70.0PSF - 70.0PSF WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF +133.3 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +105.0 PSF +70.0 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -105.0 PSF -70.0 PSF - FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 N/A SMALL MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CYCLIC WIND PRESSURE TEST SFBC PA 203-94 POSITIVE (4,500 cycles) +180.0 PSF +180.0 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (4,500 cycles) -180.0 PSF -180.0 PSF Design Pressure Rating (Positive) +70.0 PSF Design Pressure Rating (Negative) -70.0 PSF • • Vinyl Tech /Probressive Glass Technology 7. 'PESTS PERFORMED: (continued) ACCEPTANCE Nu.: 97- 0304.02 RESULTS: APPROVED EXPIRES : FEB 2 5 2001, NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FEB 2 5 1998 2c- Mai u P ez, P.E., Produ ontrol Examiner Produc Control Division ., a a,v a v SMALL MISSILE IMPACT WINDOW — ( O) 120" wide x 60" high - ''V.." Tempered Class TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.34 CFM /FT 0.06 CFM /FT' UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +65.0 PSF +65.0 PSF UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE - 65.0PSF - 65.0PSF WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF +133.3 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +97.5 PSF +65.0 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -97.5 PSF -65.0 PSF FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 Not Required SMALL MISSILE IMpACT TEST SFBC PA 201 -94 SATISFACTORY CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +65.0 PSF +65.0 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (4,500 cycles) -65.0 PSF -65.0 PSF Design Pressure Rating (Positive) +65.0 PSF Design Pressure Rating (Negative) -65.0 PSF • • Vinvl Tech /Proaressive Glass Technology ACCEPTANCE No.: 97- 030.4.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: (continued) RESULTS: -2d- : FEB 2 5 1998 FEB 252001 Manue P ez, P.E. Prod QP ontrol Examiner Product Control Division LARGE MISSILE IMPACT WINDOW — (0) 120" wide x 60" high - 3/16" Tempered Seni yglns TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF Sr BC PA 202 -94 (0.37 CFM /FT) 0.01 CFM /FT UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +60.0 PSF +60.0 PSF UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE -60.0 PSF -60.0 PSF WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF +133.33 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +90.0 PSF +60.0 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -90.0 PSF -60.0 PSF FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 , SATISFACTORY LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +60.0 PSF +60.0 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (4,500 cycles) -60.0 PSF -60.0 PSF Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) - 60.0 PSF Vinvl Tech /Progressive Glass 'Technology NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: (continued) RESULTS: -2e- ACCEPTANCE No.: 97- 0304.02 APPROVED : FEB 2 5 1998 EXPIRES : FEB 2 5 2001 � Z LLLp Manor ez, P.E., Pro•, Control Examiner Product Control Division ,., iu..,a.., LARGE MISSILE IMPACT WINDOW — ( 0 ) 74" wide x 37" high - 3/16' Annealed Sentryglas TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM /FT) 0,08 CFM /FT UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +135.0 PSF +135.0 PSF UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE -135.0 PSF -135.0 PSF WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF +133.33 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +180.0 PSF +135.0 PSF 1JNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -180.0 PSF -135.0 PSF FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 , SATISFACTORY LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +135.0 PSF +60.0 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (4,500 cycles) -135.0 PSF -60.0 PSF Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) -60.0 PSF • .' Vinvl Tcch /Protressivc Glass Technologv 7. TESTS PERFORMED: (continued) NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SULTS: 8. EVIDENCE SUBMITTED �. 8.1 Tests: 8.1.1 Test report No. FTL -1532 prepared by Fenestration Testing Laboratory, dated December 13, 1997, signed and sealed by Gilbert Diamond, P.E. for the following tests: 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Load Static Air Pressure Test, per PA 202 -94. 3) Water Resistance Test, per PA 202 -94. along with installation diagram of an 0 configuration 120" wide by 60" high Series PW -701 aluminum Fixed window glazed with 3/16" tempered glass and section drawings marked by . Fenestration Testing Laboratory -2f- ACCEPTANCE No.: 97- 0304.02 APPROVED : FEB 2 5 1998 EXPIRES FEB 2 5 2001 Manu Per , P.E., Produ• C Produc ontrol Division ntrol Examiner Vinyl Tech /Progressive Glass Teclinolov 2g ACCEPTANCE No.: 97-0304.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Product Control Division : FEB 2 5 1998 FEB 2 5 2001 8.1.2 Test Report No. FTL -1530, prepared by Fenestration Testing Laboratory, dated December 19, 1997, signed and sealed by Gilbert Diamond, P.E. for the following tests: 1) Air Infiltration Test, per PA 202 - 94. 2) Uniform Load Static Air Pressure Test, per PA 202 -94. 3) Water Resistance Test, per PA 202 -94. along with installation diagram of an 0 configuration 74" wide by 37" high Series PW -701 aluminum Fixed window glazed with 3/16" annealed glass and section drawings marked by Fenestration Testing Laboratory 8.1.3 Test reports on FTL - 1537 prepared by Fenestration Testing Laboratory, dated January 2, 1997, signed and sealed by Gilbert Diamond, P.E. for the following tests: 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Load Static Air Pressure Test, per PA 202 -94. 3) Water Resistance Test, per PA 202 -94. 4) Small Missile Impact Test, per PA 201 -94. 5) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of a 74" wide by 37" high Series PW -701 aluminum Fixed window glazed with 1/4" tempered glass and section drawings marked by Fenestration Testing Laboratory. 8.1.4 Test report No. FTL - 1550 prepared by Fenestration Testing Laboratory, dated January 7, 1997, revised and re issued on 2/18/98, signed and sealed by Gilbert Diamond, P.E. for the following tests: 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Load Static Air Pressure Test, per PA 202 - 94. 3) Water Resistance Test, per PA 202 -94. 4) Small Missile Impact Test, per PA 201 -94. 5) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an O configuration 120" wide by 60" high Series PW -701 aluminum Fixed window glazed with 1/4 ",tempered glass and section drawings marked by Fenestration Testing Laboratory 8.1.5 Test report No. FTL -1534 prepared by Fenestration Testing Laboratory, dated January 15, 1997, signed and sealed by Gilbert Diamond, P.E. for the following tests: 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Load Static Air Pressure Test, per PA 202 -94. 3) Water Resistance Test, per PA 202 - 94. 4) Large Missile Impact Test, per PA 201 - 94. 5) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an 0 configuration 120" wide by 60" high Series PW -701 aluminum Fixed window glazed with 3/16" tempered Senlryglas and section drawings marked by Fenestration Testing Laboratory Manu 1 ' • rez, P.E., Prod de ontrol Examiner • • • Vinyl Tech/Progressive Glass Technology - 2h - ACCEPTANCE No.: 97-0304.02 APPROVED EXPIRES FEB 2 5 1998 FEB 2 5 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1.6 Test Report No. FTL -1529, prepared by Fenestration Testing Laboratory, dated January 14, 1997, signed and sealed by Gilbert Diamond, P.E. for the following tests: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with installation diagram of an 0 configuration 74" wide by 37" high Series PW -701 aluminum Fixed window glazed with 3/16" annealed Sentryglas, and section drawings marked by Fenestration Testing Laboratory 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Drawing No. 4210, titled "PW Series 701 ", Sheets 1 thru 7 of 7, prepared by Vinyl Tech/Progressive Glass Technology, dated 02/19/97 and revised on 01/22/98, signed and sealed by Robert L. Clark, P.E 8.3 Material Certification: 8.3.1 Aggregate Certification, dated November 10, 1995, by CSR Rinker Materials for No. 6 coarse mineral aggregate per ASTM D- 1863 -86 "Standard Specification for Mineral Aggregate Used on Built -Up Roofs ". 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Calculations prepared by Ivan R. Dory, P.E., dated February 21, 1997, signed and sealed by Ivan R. Dory, P.E. 9. COMPARATIVE ANALYSIS: For "Comparative Analysis" and "Small Missile Supplemental Analysis Tables ", see Vinyl Tech/ProgressiV Glass Technology, Drawing No. 4210, titled "PW Series 701 ", Sheets 5 and 7 of 7, dated 02/19/97 and rev on 01/22/98, signed and sealed by Robert L. Clark, P.E, bearing the Miami -Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation and cross - sections, see Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled "PW Series 701 ", Sheets 1 thru 7 of 7, bearing the Miami-Dade County Product Control approval stamp. Manu P rez, P.E., Produce ontrol Examiner Produc Control Division Vinyl Tech /I'rollressive Class Technolov ACCEPTANCE No.: 97- 0304.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1.Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2.Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Dade County Product Control Approved ", or as specifically 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 this 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, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially 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 shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5.Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse otthis Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6.The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of 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, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.This Acceptance contains pages I, 2, 2(a) through 2(h) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11, The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. • Manu 1r erez, P. E., Pro c Control Examiner Product Control Divisio END OF THIS ACCEPTANCE - 3 - FEB 2 5 1999 : FEB 252001 74.000 MAX. t g 37. DO0 3/16" ANNEALED 3/16" ANNEALED SENTRY 1/4" TEMPERED i NON— IMPACT WINDOWS 1.) GLAZING: la) 3/16 ANNEALED (37" x 74") lb) 3/16,. " TEMPERED (120" x 60") 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 _4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 60.000 MAX. / 2z SMALL MISSLE IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: 30) +.70 P.S.F, —70 P.S.F. (37" x 74') SEE SUPPLEMENTAL ANALYSIS ON SHEET 7. 3b) +.65 P.S.F., —65 P.S.F. (120" x 60) 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: UD SHUTTERS ARE REQUIRED 30 FEET & ABOVE 3/16 TEMPERED 3/16" TEMPERED SENTRY 1 /4 " TEMPERED Note/iot xa.n By: i jl LARGE MISSLE MPACT WINDOWS 1.) GLAZING: 10)3/16" ANN. SENTRY GLASS (37" x 74") 1b.) 3/16" TEMP. SENTRY GLASS (120" x 60") 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +.60 P.S.F., —60 P.S.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED D. 8. Revised D.B. Vendor NO.: Doge: 2/19/97 txt 1/ 22/98 Sender N. T.S. Addre 120.000 Cbasifico: ion: MAX. __n r ONO M Wens �eod. 717 • P.O. BOX 1529 • Series /NOdet 701 NOKOMIS, FL. 34274 Iprogressiie siechnolo • H... • FRONT VIEWS, ELEVATION APFROVFO AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DM . 4 19. BY PROOU 01 CONTROL DIVISION BUILDING CODE COMPLIANCE OFF CE ACCEPTANCE N0. hem 4210 l Sheet 1 of 7 ITEM 1 2 DESCRIPTION OF PART TYPE Frame Head & Sill Frame Jambs PART NO. 612241 612242 3 4 6 7 8 9 10 11 12 13 612234 1224 1225 78X 1 PPA 62899 6SM55W Revisions: No/erica: Dr* -es D. 8. Revised By: D.B. Vendor No.: Glazing Bead (Snap —in) Glazing Bead Bulb Gasket Glazing Bead Bulb Gasket i 8 x 1.000 Phil. Pon Hd. SMS Silicon Bock bedding 3/16" Annealed Glass 3/16' Annealed Gloss W \DuPon! 457 Film 3/16" Temp. Glass 3/16" Temo. Gloss W \DuPont 457 Film 1/4" Temp.Glass Seam Sealer 2f 19/97 Dolt 1/22/98 xak N. Clossitication. Prod. Category ` Alumox Alumox VENDOR Alumox Team Plastics Team Plastics Merchonts Fasteners Dow Corning PPG, LOF Lom. by ROMAG, VERICOM PPG, LOF Lom. by ROMAG. VERICOM PPG, LOF Schnee — Morehead Series /Model 701 Address: P.O. BOX !1529 •' NOKOMIS, FL. 34274 Sze . B Item: VENDOR HO. AF— 12.24 1 AF -12242 AF— 12234 TP -247 TP -248 899 SM5504 APPROVED AS COMPLYING WITH THE SOUTH ORIOA BUILDING CODE BY F ' OF' 19 5 q1 PRODUt CONTROL DIVISION OUILDIN CO COMPLIANCE IIC�E ACCEPTANCE NODE � _b OFF 4• < rZ progressiieni J {�5technclogy on... • dm, •• Dover. I... • o.• * w,•. Sheet ' / Description: IC ; ;. , Dro..ay Ito.: 4210 Rev SECTION B -B Revisions: YdlerWr Dro.n By. 0.8.. Da14 1/21/97 Re.:sed By: D. 8. Vendor •o.: SECTION A -A Dolt 122/98 Scalt: N. T. S Gossif:cot,on: Prod. co cry I !, OR add a :e: P.O. BOX 1529 NOKOMIS, FL. 34274 I B APPROVED AS COMPLYING WITH TNT SOUTH FLORIDA BUILDING CODE Pi• DAT BY PRODU R 19_ TIROL DIVISION (� BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 6 ag* I progressive CIA S'Ctechnology w.tws r Gw / ,n/ c•••• r..rr... v•.w w.w.. Series /Model: I Rem: 701 I SECTS. Sheet: 3 7 Descnpoor. SECTION VIEWS - HORIZ. & VERT. uru.�n9 tio.: 4210 8 Revisions: �olenal: D . %71/97 e D.B. Vendor No.: Dole: • 1/22/98 Scale: - N.T. S ibwkwfara W 0.7 It.. Gov /progressiveriI4 {'5Eechnology d°sulco4on. r d. caogay: GLAZING OPTIONS P.O. BOX 1529 NOKOMIS, FL. 34274 f B APPROVED AS COMPLYING WITH THE SOUTH�LORIOA BUILDING CODE DAT _ BY PROM .%TROL DIV:SION BUILDING CODE CO5IPUANCE OFFICE ACCEPTANCE NO�_ 4AZ Series /Model: I Item: Sheet: 701 GLAZ. 4 of 7 42 1 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS 3/16" W /DUPONT FILM 1/4" TEMPERED GLASS \Viudow Ilei:hts \Vindns Widths 19.000 (2) 19.125 (2) 24.000 (2) 16.500 (2) 30.000 (2) 32.000 (3) 36.000 (3) 37.000 (3) 26.000 (2) - 139.15 + 133.33 - 134.31 + 133.33 - 113.59 + 113.59 - 112.77 + 112.77 - 105.31 + 105.31 - 103.17 + 103.17 - 93.03 + 93.03 - 96.92 + 96.92 33.375 (3) - 120.79 + 120.79 - 115.95 + 115.95 - 100.23 + 100.23 -94.41 + 9442 - 87.90 + 37.90 - 84.82 + 84.52 -79.63 + 79.63 - 73.57 + 73.57 50.615 (4) - 111.46 + 111.46 - 106.62 + 106.62 - 90.90 + 90.90 - 85.09 + 85.03 - 77.00 + 77.00 - 72.00 + 72.00 - 6.1.00 + 64.00 - 62.00 + 62.00 63.000 (4) - 105.71 + 105.71 - 100.33 + 100.85 - 73.00 + 73.00 - 71.00 + 71.00 - 61.00 + 61.00 - 53.00 + 53.00 - 52.00 + 51.00 - 49.00 + 49.00 74.000 (5) - 92.00 + 92.00 - 86.00 + 86.00 . 67.00 + 67.00 - 59.00 + 59.00 - 53.00 + 53.00 - 49.00 + 49.00 - 42.00 + 42.00 - 40.00 + 40.00 . Window llci�hts Window Widths 19.125 (2) 26.500 (3) 37.000 (4) 53.125 (5) 60.000 (6) 72.000 (7) 84.000 (8) 96.000 (9) 120.000 (11) 26.000 (3) - 130.00 + 133.33 - 180.00 + 133.33 - 157.17 + 133.33 - 137.43 + 133.33 - 132.31 + 132.31 - 125.64 + 125.64 - 120.83 + 120.85 - 117.31 + 117.31 - 112.31 + 112.31 33.375 (4) - 180.00 + 133.33 - 153.11 + 133.33 - 127.41 +127.41 - 107.72 + 107.72 - 102.54 + 102.54 - 95.87 + 95.87 - 91.11 + 91.11 - 87.54 + 87.54 - 82.54 + 82.54 50.625 (5) - 172.90 + 133.33 -137.97 + 133.33 - 112.27 + 112.27 - 92.53 + 92.53 - 87.41 + 87.41 - 80.74 + 80.74 - 75.93 + 75.93 - 72.41 + 72.41 - 67.41 + 67.41 60.000 (6) - 165.49 + 133.33 - 130.57 + 130.57 - 104.86 + 104.86 - 85.18 + 85.18 - 80.00 + 80.00 - 73.33 + 73.33 - 63.57 + 63.57 - 65.00 + 65.00 - 60.00 + 60.00 COMPARATIVE. ANAYSIS FOR 3/10' ANNEALED CLASS. NOTE: Numbers in ()parentheses are qunntity of anchors per side. Negative Design Loads based on Comparative Analysis and Glass Table 35 -E. Positive Design Loads based on Comparative Analysis and Water Test Pressure. Numbers above are for 810 screws or 3/16" Tapcons. Note: Anchors a 6" max. from each corner & 13" max. Ihereaf cr. COMPARATIVE ANAYSIS FOR 3/16" TEMPERED CLASS. NOTE: Numbers in O parentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis and Glass Table 35 -E. Positive Design Loads based on Comparative Analysis and Water Test Pressure. Numbers above are for 110 screws or 3/16" Tapcons. Note: Anchors at 6" max. from each corner & 11" max. thereat er. /24,,///1 Reisions: Molao at Dm.n By D. Revised By: D.8. Vendor fro.: D Classification: Prod. Cole PW APPROVED AS COMPLYING VIITH THE SOUTH ORIOA BUILDING CODE DAY 19 By Cf,((l!O � PROM CO51001. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE Nei - (136q• t- L - - 1 progressive �L echnology )ants. Ma+,b rM l'wlevw r.ti 410 G,n 0.. owl* Sane, /Mader: Item: 701 FTL- 1530/15321 SheeO 5 of 7 le: Description: Dole: 20197 COMPARATIVE ANALYSIS FOR NON - IMPACT PICTURE WINDOWS l/2 2/98 Scale: Md,eaa: P.O. BOX 1529 Sze: Ura..n No.: Rev.: NOKOMIS, FL. 34274 G 4210 f3 • • MAX. 1.250 TYP. HEAD, SILL .JAMB 1 x WOOD BUCK a % z z/7 Renvonr. Material: • n� Dla.n Br /� � � _ -Date: D.B 1/19/97 / Reiaea By: Dote: �/�L D. B 7/22/98 Vendor No.: Stole: N.T.S C, sdNo TYP. HEAD, SILL JAMB 2 x WOOD BUCK Irm ee.aan.0 d .01 pwr0 Prod. Coteno Sena /Model: PN 701 DescripDOn TYP. PICTURE 111 ANCHORAGE ,ware::: P.O. BOX 1529 • NOKOMIS, FL. 34274 Size: progressive CI sciechnoloo .e. Rem: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE �q DATPrc�✓1RY 7 -519 BY PRODU(Q.GONTROL DIVISION BUILDING CODE COMPLIANCE Og ICE ACCEPTANCE O I e•••■•• J ...la 1..■ Om n...• ANCH. Oro.ind No.: 4210 'Sheet: 6 al 7 Window llcir.hts \Windm Widths 18.000 (2) 19.125 (2) 24.000 (2) 26.500 (2) 30.000 (2) 32.000 - (3) 36.000 (3) 37.000 (3) 26.000 (2) - 162.34 + 133.33 - 156.69 + 133.33 - 133.35 + 133.33 - 131.57 + 131.57 - 122.96 + 122.86 - 220.37 + 120.37 - 114.37 + 114.37 - 113.03 + 113.03 33.375 (3) - 140.92 + 133.33 - 135.23 + 133.33 - 116.94 + 116.94 - 110.15 + 110.15 - 102.55 + 102.55 - 93.95 + 90.95 - 92.96 + 92.96 - 91.66 + 91.66 50.625 (4) - 130.03 + 130.03 - 124.39 + 124.39 - 106.05 + 106.05 - 99.26 + 99.26 - 91.66 + 91.66 - 33.07 + 33.07 . 81.07 4 32.07 - 80.77 + 80.77 63.000 (4) - 123.33 + 123.33 - 117.69 + 117.69 - 95.07 + 95.07 - 86.10 + 86.10 - 76.06 + 76.06 - 81.37 + 81.37 - 73.94 + 73.94 - 71.94 + 71.94 74.000 (5) - 119.26 + 119.26 - 113.62 4 113.62 - 94.43 + 94.43 - 95.52 + 55.52 - 75.54 + 75.54 - 77.29 + 77.29 • 71.30 + 71.30 - 70.00 + 70.00 Small Alissilc Impact Supplemental Analysis llsinz 1N" Tempered Glass NOTE: Number. in (7 parentheses are quantity of anchors per side. 1 cgatise Design Loads based on Comparative Analysis and Glass Table 35-E Positive Design Loads based on Comparati.e Analysis and Water Test Pressure. Numbers above arc for NID screws or 3116" Tapeons. Note: Anrhorsa 6" max. from each corner & 18" mac. lhereaf er. Revisions: elaleriot: Dra.n D.B. Re ised By: D.B. Veegor 00.: Dow 1/22/98 Dale: 1/22/98 N.T. S ' progressive A cc technology • scars.. twy ln)cu.... ....•sww • o.a o....s.. Closs prod. Cat egoT 5 nrs /Modes: Item PW 701 1 FTL- 1537 15aeel: 7 ns 7 Description: SUPPLEMENTAL ANALYSIS FOR SMALL MISSLE PICTURE WINDOWS Add -rs: P. O. BOX '1529 ! no h< v.: NOKOMIS, FL. 34274 4.210 B 44/74 , 4 ///z APPROVED 65 COMPLYING WITII 9440 SOUTH FLORIDA BUILDING CODE DAT A 4998 DY PRODU 71R0L DIV1S:Dn BUILDING CURE COMPLIAANCE OFFICE ACCEPTANCE No n'.4q METHO-D4CE PRODUCT I' CONTROL NO'I'ICI:; 01? ACCEPTANCE TANC'E Vinyl 'tech/Progressive Glass'Ccclrnc)l0gy 1070 Technology Drive Nokomis hi, 34275 Your application 1or'Product Approval of: Series Sl1 -701 Aluminum Single flung ',Indoor- Impact & Non-Impact under Chapter 8 of the Metropolitan. Dade County Code governing the me of Alternate Materials and Types of Construction. and completely described in the plans, specifications and calculations as submitted by: Applicant, along wityh Drawing No. 4032, Streets 1 tfiro 7 of 7, (For listing, see Section 8 of this Notice rrj4cceptancr) has been recommended for acceptance by the Building Cc is Compliance office to be used in i)ade County, Florida under the specific conditions set forth on pages 2 et seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below, The Office of Code Compliance reserves the right to secure this product or material at anytime from a iobsite or manufacturer's plant for quality control testing. if this product or material rails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amuneridinettts to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right w revoke this approval, if it is determined by the Building; Cedc. Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0310.02 (Revises No.: 96- 1203.115) Expires:02 /26/01 METROPOLITAN DADE COUNTY, FLORIDA METRO -DAVE ri.AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO•DADE. FLAGLER BUILDING 140 WEST FLAGLEP STREET, SLfTE 1603 MIAMI, FLORIDA 33130. ( :105) 375.2901 FAX (305) 375.2908 PRODUCT CONTRA. DIVISION (305) 375.29C2 FAX (305) 372 -6338 Raul Rod iguez Product Control Su.rpervisor 'MIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval Isn, been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Cade Cornmiace tc he used in Dade County, Fk:tida under the conditions set fc'rth above., • • . � J / 2 yd (� it16. Da Director Building Code Compliance Dept. Metropolitan Dade County Appro%ed:02 26198 -1- CONDITIONS MAIMING CODE COMMITTEE Internet mail address: postrrrester @buirdingcodeonline .tom Hornepege: http : /iwww.buildingcodeor,line.conr Vin>ti11'echlProgresshe Glass 1'echnuluEY - 2 - ACCEPTANCE No.: 97- 0310.112 APPROVED EXPIRES VLUTICE OF ACCEPTANCE: SPECIFIC CONDEMNS 2. MATERIAL CHARACTERISTICS 2.1 See Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titled " Sil Series 701," Sheet l thru 7 of 7, bearing the Miami -Dade County Product Control approval stamp. 2.2 Glazing 2.2.1 Glazing Method Exterior glazed with 1/2" glazing penetration using a clear colored adhesive bedding compound, Dote Corning 899 and a 1.057" x .678" high extruded aluminum snap on. glazing head (Part H 612234), with a .200 Diameter x .200 wide x .275 high vinyl bulb by Team Plastics , between bend and glass (Part # 6TP -247K or 249K). Glass bite is V3 ". 2.2.2 Daylight Opening :: One fixed light frame glazed at the top with a clear opening of 48 -114" by 34 -1/2" high (0/X). 2.3 Panel Construction. 2.3.1 Stiles: Consist ofa panel stile of equal legs, 1,165" exterior face and .414" interior face by 1.349" deep and .062" wall thickness aluminum 6065 -15 extrusion (Part # 612231), with 2 grooves for weatherstrips. 2.3.2 Rails: Bottom rail consists ofa square shape with lift extension. a 1.363' outside face by a 1.969" inside face x 2.326 deep and .062" wall thickness aluminum 6065 -1'5 extrusion, (Part # 612230), with two screw splines. Top rail consists ofa square shape with Iit1 extension and notch to join with meeting rail, a 1.081" outside face by a 1.707" inside face and .062" wall thickness aluminum extrusion (Part # 612279), with two screw splines. 2.3.3 Corner Construction: Butt joint. Each panel fastened with two # 8 x 1" PPH SFAS 2.4 frame Qinstr cu lion; 2.4.1 Head: Consists ofa .737" exterior 1.705" interior face by 2.784" deep flange type aluminum 6063 -T5 extrusion (Part # 612225), typical wall thickness is 0.062 ". 2.4.2 Jambs: Consists ofa 1.061" exterior /1.523" interior face x 2.710" deep flange type aluminum 6063 -T5 extrusion (Part # 612227), with two screw splines, typical wall thickness is 0.062 ". 2.4.3 Sill: Consists ofa .655" exterior /2.33U' inferior face by 2.784" deep flange type aluminum 6063 -T5 extrusion (Part it 612226), typical wall thickness is 0.062 ". • - 2.4.4 Fixed Meeting Rail: Consists of a square shape with unequal leg extensions, 1.403" exterior face and 2.029" interior face by 1.342" deep and .062" wall thickness aluminum 6063 -T5 extrusion (Part if 612228), with two screw splines. • 2.4.5 Corner Construction: Frame has butt joints. Ft ktne •onrers and ..ed meting rail are secured with two #8 by 1" PP11 SKIS. ��ltd . _ _ - Marna( Perez, P.E. P9 c Control Examiner ProdutControt Division 1. DESCRIP PION OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, (SFBC), 1994 Edition for lvlianti -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values in Section 7-and within the limitations contained in Section 3. 1.2 Model Designatioju Series SH -701 Aluminum Single Hung NVindow - Impact and Non- Impact. 1.3 No. & Size of Vents: One vent measuring: 50 -5/8" wide x 38 -1/4" high : FEB 2 6 199B : FEB 262001 1 ©S JUL 31, 1998 ID: 4'IPt,t- TECH-'PGT TEL IIU: 19411 Vinvl Tech /Pro ressive Glass Technology ACCEPTANCE No.: `17.11.110.03 . FEB 2 6 19S8 APPROVED EXPIRES NOTICE OF ACCEI'TAtiCE: SPECIFIC CONDITIONS 2.5 Wemhtries: Quantity Description Location 2.5.1 Two 1/2" weep notch.. One at each end of sill screen retainer. 2.6 Sealant & Pads: Frame corners, are sealed with white colored sealant Schnee - Morehead 5504. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating of: Non - impact, Small Missile Impact and Large Missile Impact Windows, see Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titled " SEI Series 701," Sheet 1 of 7, bearing the Miarni -Dade County Product Control approval stamp. 4. INSTALLATION: • 4.1 See Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titled " PW Series 7)1," Sheet 1 thru 7 of 7, bearing the Miami - Dade County Product Control approval stamp. Note: Please see note till, Page 3 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 Fasteners must be made of stainless steel or hove adequate protection against eotrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's prune or logo, city, state statement: "Miami -Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies oldie following: 6.1.1 This Notice of Acceptance, including duplicate prints of Vinyl TecivProgressive Glass Technology, Drawing No. 4032, titled " SH Series 701," Sheet 1 thru 7 of 7, bearing the Miami - Dade County Product Control approval stamp. 6.2 This document renews and revises Notice of Acceptance No. 96- 1203.05 dated 01106,97. 6.3 Hurricane Protection: See Vinyl TechJProgressive Glass Technology, Drawing No. 4032, titled" Series 701," Sheet 1 of 7, bearing the Miami -Dade County Product Control approval stamp. - 2a - . FEB 2 6 ZU01 nd following MantZelcz, P.E. Pro u t Control Examiner Product Control Division /,P. 1 Ii \I IA, NON - IMPACT (OiX) 3/16' Annealed Glass TEST TEST LOADS DESIGN LOADS MP. INFILTRATION (ii 1.57 PSI' I'A 202.94 (0.34 CFM%FT) 0.28 CFhI /FT UNIFORM STATIC PRESSURE Al DESIGN LOAD PA 202.94 POST TI E 460.0 PSI' -60.0 PSF 460.0 PSF -C .0 PSF UNIFORM ST'A'TIC PRESSURl ' AT DESIGN LOAD PA 202.94 NEGATIVE WATER II ESISTA NC E (PST) PA 202.91 +10.40 PSF a'69.33PSF --- UNIFORM STATIC PRESSURE Al FULL ;EST LOAD PA 202 -9.1 POSITIVE 30 Seconds +90.0 PSF +60.0 PSF UNIFORM STA'1TC PRESSURE AT FULL TEST LOAD PA 202 -94 NEGATIVE 30 Seconds •90.0 PSI' -60.0 ?SF FORCED ENTRY RESISTANCE(FER) ASTM F -538 SAITSFACTORI' Design Pressure Rating (Positive) +60'x.0 PSF __. Design Pressure Rating (Negative) -601U I'SF' For Design Pressure Rating vs. Window Size, see Table in Section 9 "Conri►:trative Analysis" I ACCEPTANCE Nu.: APPROVED FEB 2 6 1998 26 ZUUI EXPIRES _ FE;B NOTICE OFACCU 'iAirt:L: SPECIFIC CONDITIONS Vinyl Teel/Progressive Glass Teclinolugr 7. TESTS PERFORMED: ;LTS: -2b- ivlunu Pelez, P.E., Product( on Examiner Product Control Division .1' . 07 JUL 31 • 1998 ID: `: iiieL•- 1Ec :H!FGT Vinyl jechirr4 veslits._.45s Tec 7.2 TF.sTs - 2c- ACCF1' LANCE No.: 47- 1131U.U2_ APPROVED • F£B 2 6 1998 SPECIFIC CoNdr)Ft oNs EN PIR1S NQrLCF of AccCrrAvcE_ RESULTS: SMALL MISSILE IMPACT WINDOW (OA TESTILO Tempered Glass ADS 0,14 CF /Fr +.90.0 P F -90.0 PSF 4 I0.S0 PSF +135.0 PSF -135.0 PSF SATISFACTORY SATISFACTORY +180.0 PSF •180.0 PSF TEST AIR 1NF'ILTRAI ION 1.57 PSF PA :2UL -9a (0.37 Cl M.. 1') A1• DESIGN LOAD :'TAT)c PRESSURE PA 202 -94 POSI IVF, UNIFORM STAT I PRESSURE AT DESIGN LOAD PA 202 -94 NEGATIVE WATER RESISTANCE (PSI) PA 202-94 UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202-94 POSITIVE 30 Seconds (Mil - ORM STATIC.' PRESSURE AI' FULL TESL' LOAD PA 24)2.94 NEGATIVE 30 Seconds FORCED ENTRY RESIS DANCE (FER) ASTM F -588 SMALL MISSILE IMPACT 1 EST SFI3C FA 201 -94 rY'CLIC WINO PRESS RE' �'ES SFI3C PA 203.94 POSITIVE (4,500 cycles) �- CYCLIC WIND PRESSURE TEST SFI3C PA 203-94 NEGATIVE {,4,500 r)•(les) Design Pressure Rating (Positive) Design Pressure Pitting (Negative) +90.0 PSI. I 90.0 PSF +70.0 PSF +90.0 PSF 90.0 PSF � T 1° 'SF 180 0 PSF PSF - 9U.0 PSF' -- :dad nitol Exatninct Marra 1 cfez, P.L•., Prad r Product Control Division 1 •L J • Vinyl:TeclJprup.ressive Glass Technoltr y_ ACCEP'1'A CE No.: _I 97- 031.9.02 APPROVED IFEB 2 6 !996 H xru tcs f Ed 2 6 2001 NILE; OF. ,ACCT.P_TANCf ._ __St'..f.:l _'IC ;...coNDI'IYON 7. TESTS PERFORMED: (continued) 73 TESTS LARGE MISSILE IMP,)CT WINDOW - -( O/X )— 3116" Annealed /as TEST LOADS DESIGN LOANS 0.28 CF't'FT .... -- TEST MR INI'1L1 RATIO 1 SFl3C PA 202 -94 (0.37 CFMTT) _ UNIFORM STATIC PRESSURE- 1 ?ESIGN LOADS SFfC TA ?02.9.1 t'(1S1TIVF UNIFORM STATIC PiU SSURG DESIU'i L OADS SFBC PA 202.94 NEGATIVE WATER RESISTANCE (PSI') SFBC PA 202-94 UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE UNIFORM STATIC PRESSURE -FULI. TESL' LOAD SFBC PA 202 -94 NECiATIvE FORCED ENTRY RESISTANCE (FEIt) AAMA 1302.3 -36 LARGE MISSILE IMPAC1 VEST SFBC PA 201.94 CYCLIC WIND PRIiSSUR1 ' 1 EST UDC PA 203-94 POSITIVE (1,50!) cycles) CYCLIC WINO PRESSURE TEST SFEC 1'A 203-94 NEGATIVE (4,500 cycles) Design Pressure Rating (Positir Design Pressure Rating (Negn(ir r.) RESULTS: +60.0 PSF -+60.I PSF - 60.6 'SF -f0.0 PSF 4-9.0 PSF +60.I PSF 190.(1 PSF ^._ 460. i PSF -90.0 PSF -60.0\ PSI' Sn'rISFAC. :'I U�t SA'I ISI A41 -60.0 PSF 460.0 -63.0 PSF - 60.0 SF -2d- -I 60.n is -60.0 rs F Nlanoc P xc x. P.E., Prod r''pntro( Exnrnincr Product Cortrol Division Vinyl Tech /Progressive Glass Techuoloo -2e- ACCEPTANCE Nu.: I ?•0 UZ APPROVED FEB 2 6 1998 I;xlIRES FEB 2 6 2001 Nano of ACCEPTANCE: work: CONDITIONS 8. EVIDENCE SUIJMfI'[ED 6.1 Teats: 8.1.1 'Pest report No. PTL -1536 prepared by Fenestration Testing Laboratory dated January 15, 1997, signed and sealed by Gilbert Diamond, P.E. fur the Ibllowing tests: I) Air infiltration Test, per PA 202 -94. 2) Uniform Load Static Air Pressure Pest, per PA 202 -94. 3) Water .Resistance Test, per PA 202.94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. aiang with installation diagram of an O/X configuration 53 -1/8" wide by 76" hig Series S1.1 -701 aluminum single hung window glazed with 3/16" tempered glass and section drawings marked by Fenestration Testing Laboratory 8.1.2 Test report No. FTL -1533 prepared by Fenestration Testing Laboratory, ated January 30, 1 997, signed and sealed by Gilbert Diamond. P.E. for the following tests: 1) Air infiltration Test, per PA 70294. 2) Uniform Load Static Air Pressure Test, per PA 202-94. 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Resistance Test, per AAMA i 302.5 -76. 5) Small Missile Impact Test, per PA 201 -94. 6) Cyclic Wind Pressure Loading, per PA 203-94. along with installation diagram of an OIXconfiguratiun 53 -1/8" wide by 76" high Series SI-I -701 aluminum single hung window glazed with 1/4" tempered glass and section drawings marked by Fenestration Testing Laboratory 8.1.3 Test report No. FTL. -1531. prepared by Fenestration Testing Laboratory, dated Janutuy 14, 1997, signed and sealed by Gilbert Diamond, P.E. for the following tests: 1) Air Infiltration Test, per PA 202 -94. 2► [.iniform Load Static Air Pressure *Fest, per PA 202 -94. 3) Water Resistance Test, per PA 202 -9 4) Forced Entry Resistance Test, per AAMA 1202.5 -76. 5) Large Missile Impact West, per PA 201 -94. 6) Cyclic Wind Pressure Loading Test, per PA 203 -94. along with installation diagram of an OTX configuration 53 -1/8" wide by 76" high Series SI -1.701 aluminum single hung window glazed with 3/16" annealed Serurrglas and section ( drawings marked by Fenestration Testing Laboratory 8.2 Drawing: 8.2.2 Drawing No. 4032, titled "511 Series 701", Sheets I thru 7 of 7. prepared by 5'linyl Tcch%Progressivc Glass Technology, dated 11/27/96 and revised on 01/12/98, sigrreul, scaled by R.pbert L. Clark, P.E Mantle Perez, P.E., Prod: tef('. :l ntrol Examiner Product Control Division Vinyl Teclr:'Proaressive Glass Technology ACCEPTANCE No.: __T.-Q.310,02 .,, APPROVED : FEB 2 8 1998 FEB 2 6 Z001 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.3 Material Certification: 8.3.1 Aggregate Certification, dated November lil, 1995, by CSR Rinker Materials for NI!. 6 coarse mineral aggregate per ASTM D- 1863.86 "Standard Specification for Mineral Aggregate 1: sec on Built -Up Roofs ". 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Calculation,, prepared by Ivan R. Dory, P.E., dated March ?, 1997, signed and scaled by Ivan It. Dory, P.E. 9. COMPARATIVE ANALYSIS: For "Comparative Analysis" and "Small Missile Sup elemental Analysis Tables ", see Vinyl Tech/Progressive Glass Technology, drawing No. 4032, titled "Sid Series 701 ", Sheet. 4 and 7 of 7 respectively, dated 11/27/96 and revised on 01/12/98, signed and scaled by Robert L. Clark, P.E, bearing the Miatni -Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation and cross - sections, sce Vinyl Tech/Progressive Glass Technology, Dwg. No, 4032, titled "S13 Series 701 ", Sheets 1 thru 7 of 7, bearing the. Miami-Dude County Product Control approval stamp. Main. ifierez, P.E., Prod Product Conttol Division -2f- , et i trol Examiner 1'invl Tech /Progressive Glass 'rec t mlogl ACCEPTANCE No.: 97-0310.02 APPROVED : FEB 2 6 1998 EXPIRES : FEB 2 6 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1.Renewal of this Acceptauce (approval) shall be considered after o renewal application hus been filed and the original submitted dccurrentation, including test supporting dnta, engineering documents. are no older than eight (3 years. 2.Any and n11 app:oved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically staled in the specific conditions of this Acceptance. 3.Ronan als of Acceptance will not be considered if: a) There has been a change in the Sotr it Florida Building Code affecting the evaluation of this procuct and the product is not in compliance with the code changes; h)'Ihe product is no longer the scale product (identical) ns the one originally approved: c) ((the Acceptance holder has not complied with ell the requirements of this acceptance, including the rorrect installation of the product; d) 'Ilea engineer who originally prepared, signed and sealed the required documentation lekially submitted , is nn lunger practicing the engineering profession. 4.Any revision or change in the materials, use, and/or manufacture of the prudtiet or process shall automatically be cause for termination of this Acceptance, unless prior written approval Iran been requested (through the tiling of a revision application with appropriate fee) and grautcd by this office. 5. Any cf 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, (or sates, ndvertising or any other purpose. 6.The Notice of Acceptance number preceded by the words Dade County, Flotidn, and followed by the expiration dale may be displayed in advertising literature. finny portion of the Notice of 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, shall be proveied to the user by the manufacturer or its disisibutors and shall he available for Inspection a: the job site nt all times, The copies need not be resealed by the engineer. S.Failute to comply with any section of this Acceptance shall be cause for ternrinntion and removal of Acceptance. 9.1his Acceptance contains pages 1, 2, 2(a) through 2(0 and this last page 3. Items 10.11 St 12 listed below only apply to Hazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is requited teem the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall he as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall he located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penettate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields oi pins shnll he used for anchoring • • 12. 11ardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 c f the South Florida Building Code. Manuel erez, P. E., Product Co Product C ntroi Division END OF THIS ACCEPTANCE - 3 - -Examiner ?J.CIO MAX j:UN -JAJPA .7 WINDOWS ) 75..70)•47.7 Vie .`44 21 _2rrf1.A.f.P2 /5: O); CCSA.v H. LSSLRE RA7WP. •'S.444& 4 44 Lr315 TALI.E5 ON 2 (T 4 4. 4,3445: R( C[•PAWAIIYE MAIMS TAEILF5 ttN SMFI • al 5.sjJ (R FSOU 1WENT: .' 4 - 171715 ARE RCQ.LTIto Ai ALL IN$r4tUrIN15 53.12S MAX. ELEVATION SMALL MISSI-E IMPACT WINDOWS 1 . 1 GiAtiPC. 1/4' TLMMRFD 2. ) COPFK3JF411019S: 07f 3) OL9CN PRESSURE Cow(' sir suPPLEICNT -L ANN.19S IARLS ay S! .77 J 4.) .uo.oes, .(c soNct - awd w'W.'Y 4 cri SYm r 5.) SINflEW REOWP(UrNr: NC stsurais RE0URCO 30 au * ARM'. j ITEM DESCRIPTION I FL/NGE0 FRAM& HEAD [ 1 LANCED FRAME =ILL 3 FLANGED FRAME . :AUB 4 FIYED M_CTrNG RAIL r . SASH MP RAIL. 6 11 D.OTTOM RAIL 7 SASH S1DE PAIL • 8 GLAZING 8E40 9 WEATHERSTRIP - VINYL DUL 8 10 3/lb AWNtAi F0 CIA. SS J 1 _3/15`' ANN . CLASSI DLJFOU 457 FILM LA 4, 8Y KDM.4G. VERICOM 1 12 71/ " fEMP-NFL) GI Ass PPG'. LOF 13 /16 s .:50 PHIL. PN 1 7($58PFAA A00/1 hAS /LNLT(S 4 S:YEEP LATCH MINIATURE DX CASTING PGT.2f4.XX 15_ f9 x .62.5 Mat FLT. HL' 7gJG1 rdfRC (ANTS FASTf'.NFR CDRP. 1 6 WINOLCIa(i ADAPT ER 612 236 ALUMAX EXTRUSIONS AF -1 j 3o 77 8 x .975 PHIL. P.H. TO( 711X.59PF'T MERCHANTS FASTENER CORP. 16 LgE.iTHEWS - v1NYL. EIULB\SASH 6TP249K TEAM PLASTICS TP - 24G 19 SASH TOP GUIDE MASTER TOOL 7 -M TO -34 4 V 2r1 SCREEN VINYL TE:'H�PG 21 LiALANCF COVER WY80A.G STAVE 22 134LANCE CALOWELL MANUFACTURING INC. 2.3 WEATHERSTRIP - PI( \FINSEAL 67062W SCHLEC£L CORP. FST$26 -187 24 SASH FACE GCIICIE 70251 MASTER roof. 7 2.5 16 x .500 PHIL. FL H 7SX12FPAW SCHERER INDUST. PRODUCTS 25 �.45f1 STOP I l57.44 4LUAJAX EX7KUS10N5 AF -12244 27 9 J . fY'0 PHIL. P, H. SMS 1 r 8X 1 DPA` f. RCHANTS' FASTENER CORP. 28 SILICON 62699 DOW CORNING 83 A 29 WEATHERSTRIP,- VINYL DULD \SASH 6TP21SK TEAM P;ASrlCS TP -246 LARGE.A1(SSLI`IAIP;t_, W1NDL?.t'S I.1 UlI!14C:: 3/ 75" MII. 5CN477Y 75..775 1) 0x5S100K4 TONS C4 ?. :`F59C4 oarsTVet PAIrNC: 63 O.S -C.. -EY1 P.; r S 7 ? 9.4 ic.4014c 47 77I745 i SUL, 11.000 •J-'. SPA0f7:. 4' ....W. 'S'. 16 4.9c' 5 j S.•f:nCP WfJ' 4f't.:f.vl: A'7 S. p PLDVPE.0 IM +Paaf' >r Ae .o 7 N.T.S. V.T. # VENDOR VENDOR # 612225 ALUM.4X EXTRUSIONS AF - 1 2225 61 226 ALUM.AX EX TF6JSION5 AF - 6 ALUMAX EXTRUSIONS AF - 612228 ALtIMAY . w J3(1SIffH5 AF -12228 612229 ALUMAX EX7RU$IQNS AF-122 a 612230 A( UAMX E'X1XU5lONS Ar - 122.30 612.231 .4Lt. IM4X Ef:TF.U5!OJJS AF 672234 ALUA(4X EXTRUSIONS AF-12234 6TP247K TEAM PIASTICS TP - ?6 P- G. LOF kYKITA(D RS WKPL1I7 511111 lit rtosm EuM951c Cat 1 sr �, vEC 1Wii RmJn Milan SCCE stwinsNC: 4CCI?tt.CC SO. ^z _. _ 'pl.9res+- LAS tech -A9: ... If My., s.-.. - lA,.,. ,sN,: j� -�.o Ia. � 5.. 1 1 : / L? i i J/ 12/b. P.O. L 1:)29 NOKOMIS, rl_. 34274 I :... B 40 v2 i' y c iT_ ?J.CIO MAX j:UN -JAJPA .7 WINDOWS ) 75..70)•47.7 Vie .`44 21 _2rrf1.A.f.P2 /5: O); CCSA.v H. LSSLRE RA7WP. •'S.444& 4 44 Lr315 TALI.E5 ON 2 (T 4 4. 4,3445: R( C[•PAWAIIYE MAIMS TAEILF5 ttN SMFI • al 5.sjJ (R FSOU 1WENT: .' 4 - 171715 ARE RCQ.LTIto Ai ALL IN$r4tUrIN15 53.12S MAX. ELEVATION SMALL MISSI-E IMPACT WINDOWS 1 . 1 GiAtiPC. 1/4' TLMMRFD 2. ) COPFK3JF411019S: 07f 3) OL9CN PRESSURE Cow(' sir suPPLEICNT -L ANN.19S IARLS ay S! .77 J 4.) .uo.oes, .(c soNct - awd w'W.'Y 4 cri SYm r 5.) SINflEW REOWP(UrNr: NC stsurais RE0URCO 30 au * ARM'. j ITEM DESCRIPTION I FL/NGE0 FRAM& HEAD [ 1 LANCED FRAME =ILL 3 FLANGED FRAME . :AUB 4 FIYED M_CTrNG RAIL r . SASH MP RAIL. 6 11 D.OTTOM RAIL 7 SASH S1DE PAIL • 8 GLAZING 8E40 9 WEATHERSTRIP - VINYL DUL 8 10 3/lb AWNtAi F0 CIA. SS J 1 _3/15`' ANN . CLASSI DLJFOU 457 FILM LA 4, 8Y KDM.4G. VERICOM 1 12 71/ " fEMP-NFL) GI Ass PPG'. LOF 13 /16 s .:50 PHIL. PN 1 7($58PFAA A00/1 hAS /LNLT(S 4 S:YEEP LATCH MINIATURE DX CASTING PGT.2f4.XX 15_ f9 x .62.5 Mat FLT. HL' 7gJG1 rdfRC (ANTS FASTf'.NFR CDRP. 1 6 WINOLCIa(i ADAPT ER 612 236 ALUMAX EXTRUSIONS AF -1 j 3o 77 8 x .975 PHIL. P.H. TO( 711X.59PF'T MERCHANTS FASTENER CORP. 16 LgE.iTHEWS - v1NYL. EIULB\SASH 6TP249K TEAM PLASTICS TP - 24G 19 SASH TOP GUIDE MASTER TOOL 7 -M TO -34 4 V 2r1 SCREEN VINYL TE:'H�PG 21 LiALANCF COVER WY80A.G STAVE 22 134LANCE CALOWELL MANUFACTURING INC. 2.3 WEATHERSTRIP - PI( \FINSEAL 67062W SCHLEC£L CORP. FST$26 -187 24 SASH FACE GCIICIE 70251 MASTER roof. 7 2.5 16 x .500 PHIL. FL H 7SX12FPAW SCHERER INDUST. PRODUCTS 25 �.45f1 STOP I l57.44 4LUAJAX EX7KUS10N5 AF -12244 27 9 J . fY'0 PHIL. P, H. SMS 1 r 8X 1 DPA` f. RCHANTS' FASTENER CORP. 28 SILICON 62699 DOW CORNING 83 A 29 WEATHERSTRIP,- VINYL DULD \SASH 6TP21SK TEAM P;ASrlCS TP -246 LARGE.A1(SSLI`IAIP;t_, W1NDL?.t'S I.1 UlI!14C:: 3/ 75" MII. 5CN477Y 75..775 1) 0x5S100K4 TONS C4 ?. :`F59C4 oarsTVet PAIrNC: 63 O.S -C.. -EY1 P.; r S 7 ? 9.4 ic.4014c 47 77I745 i SUL, 11.000 •J-'. SPA0f7:. 4' ....W. 'S'. 16 4.9c' 5 j S.•f:nCP WfJ' 4f't.:f.vl: A'7 S. p PLDVPE.0 IM +Paaf' >r Ae .o 7 N.T.S. V.T. # VENDOR VENDOR # 612225 ALUM.4X EXTRUSIONS AF - 1 2225 61 226 ALUM.AX EX TF6JSION5 AF - 6 ALUMAX EXTRUSIONS AF - 612228 ALtIMAY . w J3(1SIffH5 AF -12228 612229 ALUMAX EX7RU$IQNS AF-122 a 612230 A( UAMX E'X1XU5lONS Ar - 122.30 612.231 .4Lt. IM4X Ef:TF.U5!OJJS AF 672234 ALUA(4X EXTRUSIONS AF-12234 6TP247K TEAM PIASTICS TP - ?6 P- G. LOF kYKITA(D RS WKPL1I7 511111 lit rtosm EuM951c Cat 1 sr �, vEC 1Wii RmJn Milan SCCE stwinsNC: 4CCI?tt.CC SO. ^z _. _ 'pl.9res+- LAS tech -A9: ... If My., s.-.. - lA,.,. ,sN,: j� -�.o Ia. � 5.. 1 1 : / L? i i J/ 12/b. P.O. L 1:)29 NOKOMIS, rl_. 34274 I :... B 40 v2 i' D I I w e-4 VERTICAL SECTION ROUGH OPENING 2 710 -11 - ----- ----- 77/ e l r i 55.125 CFANWO Rat,C14 HORIZONTAL SECTION APPOSWEID OS COVIOntre ent TAO 50 r.00loA B11101110 Cett DA ISM InG.011 • EtAteLe6 COX CLVAPLIANCE °Ma Aalirto3DI 01:1q1 2 &1 g lerAn°;°91 0111...• b... .41.:al. e......... L ''''' ° T. , 7 . 1 I s-E-cy 13 2 of 7 1.1 try. -- Ezir. - b.eve....: 2 CROSS SECTIONS P.O. COX 152:4 1,.... iv..-- —: N.T.S NoKomrs, rt. 34 2 74 I B 1 4032 rb 3/16" ANNEALED GLASS 3/16" W /DUPONT FILM - (457) INTERIOR SIDE 1/4" TEMPERED GLASS « f / //r 1 lictsnek 6. D.B. 121197 """' °f D_B. a l, /t 2/97 .ee.ve.: Stele: N. T. 5 eke, I sA �GUSS technolny mire rroa. CONNWW SH GLAZING OPTIONS i 701 £!PQOtto IS CDUPL7IMO TYrt11 t9t SZ*flH fl ASA IIN10311 COOL CNT -___�. ...._._ ._. ._ PROW{TfLttfR:L GINS ON MOM COOS C0SPLIMI Off!.( Ac*&T.n tao47- A3f0. 1 ' i J 7 P.O. BOX 1529 NOKOMIS, FL, 34274 I B I 4032 11 -1\ ind tn. Itel•lns 26.000 -_ _ (3) -__ S4) window 1S:1 On 40.000 (0) 44.006 (8) 413.000 (01 _ 53.123 (B) 19.925 24000 (4) 26.500 (6) 32.000 (6) )3.050 (6) - 14090 .6930 - 140.00 + 69.30 - 14060 .6930 - 135130 +6930 - 135.09 • 6930 - 135.00 + 65.30 - 130.0'3 • 6530 - 130.00 + 69.35 - 125.36 + 69.30 3S 375 (0) - 149. • 0930 - 135.09 + 69.311 035.50 + 6930 - 130,00 + 6939 - 130.00 • 6930 - 13905 • 5930 - 917.55 • 99.37 - 103.53 • 6930 - 9333 . 75.95 • 66.00 + 69.39 + 69.30 + 66.09 50 4 25 9) - 135.00 +6930 - 030.0 4 09.30 - 130.00 4 6930 - 130.00 + 69.30 - 1 12 0 -00 4 6939 -11141 + 69.30 • 33.67 +69.30 - 86 97 • 69 3f _ D 3 003 (9) - 103.25 + 69.30 - 92 56 + 69.30 - 69, 5 1 6930 - 87.32 • 6.930 - 07.32 • 6930 -8732 • 69.50 - 30.0e .69.30 - 75.5? t 69.30 74.000 (12) -7.065 +09.10 • 69.92 •('93D - F6.00 + 66.93 t -61.53 +6157 -60.04 . +60.04 - 69.00 + 60.00 6900 •60.00 - 69 00 + 60.00 - 37,00 + 57.00 J T1.Kwmbers in ao It.usare mw City n( .nelors ••r 5:46 :.ey.aisc Design Load/ based or. Co :np+rativc Analysis (par), area Citass Tabta 35 f ..5. :5.. Doi , n Load: (-ascd on C.rup ra6ce Analysis (Fs!). tun) W,4cr Test Y•esswo. Wintkn- l\l.da» Widths _ _ -1 1Icigt,ts 19.125 ( 24. ( - 26-560 (0) ` 33.000 (6) 37.000 (2) T 40.0 (5) _44.000 '(S1 49009 (9.) 53325 13) it - _ Os 2E.000 (17) - 1 aD.D► + 69.30 - 130.00 + 69_20 - 14000 1 65.30 l - 135.00 a 69.30 - 132 00 •6930] • 135.00 • 09,10 130.00 • 69.30 .130.011 • 69.30 - 118.36 + 6930_ .0 13.373 '12) - 145.01 1 09.00 - 135.00 • 6230 - 135.00 +6930 - 139.00 • 6339 - 130.00 • 69.3211 - 130.09 • 69.30 r - 111.06 + 69.30 - 16553 + 6930 - 93.13 • 6 I $0 62_ (!7) - 135.09 6 6 - 016-900 • 69.30 - 138.00 4 6030 . 136.09 • 6030 - 135.00 • 6930 T ( - 112.41 • 29,:.31 1 - 95.07 + 63.30 . 00.97 a 69.30 - 79,93 '- 09.30 4S DUO (l6) - 10326 • 69.90 - 52.54 • 69.30 - 90,51 +6 - 57.55 •69.5 - 81.32 • 0.730 I - 8732 + 49.30 1 • 96.00 + 6930 - 76.59 + 69930 - 66.09 + 66.09 I IT, ( 76.000 (76) - 79.65 • 69.50 1 - 69.42 • 49.30 - 6.6.03 • 0::.0.11 - 6/.53 • 61.53 - 60.04 • 60.04 - 60.09 + 6_.06 - 60.4) 4 60.00 - (0.00 4 60.20 - 57.00 . 97.00 * Sumhcls a bose lo for 516 •crrwsot ):16 "TapconS. NU7 6: 2 1168 4" npxr,, 4 (mat each side of mcerl. tall n -. rtqui --d. (1'41,7 of ont hors et each OJmL Raft) -4 \2110 : Anchor 6" from cash comer and as follows: T Mal. spaeia "at head& .111= 14.000 9/at sparin_ at lambs .- 14.000 _l T J I (9 a_ LA J Z H m r :NOTE: Nara t4 in Q 3r ^theses are clnanlill' of ahehQ93 per side. Ski : :Pvc Dtiign L9,013 baxd 00 Compa'.tivc Anatpic (pall, and Opus 3 4blc 35-E. �seG.c Dcsitta Loads bawd 64 Comparative Analyst; Deaf). m,d Wtwr Tcat Piano's. Kun.btn ahoy* rc fore a:2 screws er 24" Tap tons. N0112 1 ancho 4. 090 " en each side of heeling rail art «q air d. (l +cal or7+90I,0+1 ac each het!. Rai) '2076- Anchor 6" from each con.cr 7,41 ns 1011969: 918e spacirt, +1 Arad S 411 .= 14.000 511:_ spacing n1 jambs = 04.009 :saw <•tw, 1 ?y •rlwa r t... _ FTL -15 36 52960,60 45 01617493 %nal 940 1012Th manna 6W:00le CODE fnr(F4 5 0_ 969.04012. 26T0p1 0106.16 mama 9005 CO4fL'4OKE WFA 69(0014rel an 4'7_�jl 7 T rT rt's',n n T T (ProCre 4f SS7eCAn(40V 27 9.. 6, 0.8. 9.1/24./9 ?" �..d 0 8. a-r• /12/98 • N.T . S P.O. BOX .1529 !rr sap o. /JOKOM /S, t 1_. 34274 17 4 032 5e.an 4 a 7 COLIPARATIVE ANALYSIS (OR NON - IMPACT 76" HIGH "DX" SINGLE HUNG L151NG 3/16" ANNEALED GLASS 1 T. WAD 17P —BEAD 210 1 x r.'005 A:AX. BUCK VP. JAW, Wbr101: - 1/41eYfia4e.'. R.S. D. 7/F9,./97 n +. I 2 /9b Seskr N.T.S. TrP Jwe AMMO M (a PtTIM VnTI 1M1 San {LO4C1A BU'•IOIOC WOE 'ter al . Iri31K et PROD C'C.'IROL OA''S ON LUILMMO LOLL COIITLIANCL OII¢l' ACCUTM I IA 62. l Prog�essrw L t- nn e'm r" -S71-!' 70I � _!~ ANCH. 5 «7 TYPICAL SINGLE HUNG ANCHORAGE (3/16" TAPCON /OR #10 P.4NHEAC) P.O. BOX 1529 NOKOMIS, FL. 34274 , B 4 032 rB - r . .. . . . . . • 7 . W7:70:"...) • • ; • : . : : • r 2 2 P;;;•00 ;'• EiLICK .. i ---, .. i I 1 1 7.250 ----• ■ ` -- tr •, 1 \ . F,-..0„ 1 ,:y PA-44L) rr,,, mi.::: I. !Y LLI • - -1 1.250 y4• TM d tf l\ 1•••• --- vs. "1 wOOD AWX. BUCk TYE— JAMO 1t.torm1. "' or D.13. R.S. 7/7 9/47 F IT 2/95 N.T.S. ArPPOILD L (Mpu:M 4Th Pij EOM 110P BUILD:KS t1)5i pp 14'tig _.11 Giv!S.ur; e4q.c!riC COM anir.wac:. OITI::: &C.:CP:VIC! 4 LAssi ecbn agy Cm.M.MT. Re. 4ticti. TYF-ICAL SINGLE f-A.ING ANCHORAGE (Ye TAPCON /OR #12 PANHEAD) ••••• P.O. 60X ; 529 NO.KOVIS, FL. 31274 r r 4032 Pt NOTE : . . , ;13 rel,, 1 I) 04r...the-ire ,-,A uf anchors iler side. N c r.nsgn 1...is4 00 C0'6.' A b ii (01 and GIA:if TAL /SE POSItme LICS ;en 1.1::,4: 1.2100 '2 '2. ...(c.11yli, trci). 4,11. TeN7 Prel.:an, __ . --------‘ Win0055 T ,,, Ind on V. 010 eich 7.1 t3 146 14/ 74 0:1 4 '2E-00 8 (6) 1 31.0../(1 (6) 33.000 te: I 40.080 13) 44.099 ( 43 DOD (8) r 53.11 I. tl 16.600 ()4) - 185494 1 ■3.30 - 137.00 • 44.30 - 13000 • 09.30 1 - 11.3.0A , 09.3 - 100.00 .69.30 1 -160.09 4: (.9.3)) - 140.60 • 69.30 - 11,0.00 • 69.34 1 180.00 • 61 7.31 1 ! L 37.378 { - 160.07 • 4*.30 - I st.0: , (... , 150.00 449.3': I • 196.03 • 6 4 31 ) • 1804 - 69.31/ 1 - 186.0D • .030 - i76.70 + 6930 .155.37 +09.30 1 - 13973 • 1930 50.525 1 • 1 + 6?.4 • 1 0 + 1,1.:g) L. isa.ot) -• 49.30 1 - 189.00 • 64.3d - 191110 • 69.30 ' - 163.64 • 65..3e - 1 • 69.30 I - 130.45 1- 69.30 1 - 113.93 • 69.30 I cmL.0 t16) i -134,86 t 69.30 - 1.1.J.85 • 69.30 i - 17.4.16 t 69_10 ! - 430.93 • 69.30 - 13000 • 69.13 A - 130.94 + 64.39 - 110 98 • 49.1C 1 - 1 14.88 • 4 30 E . 99,11 4 - .. ODf, ;16)1 .1: ,4.i • o9.11 - 1A 1 , 69.311 - I - - VA.117 , n - 9239 • 60.30 ; - 90.06 .1)0.30 1 - 90.00 • t.0.35 • 90.00 t- ..e 1 69.., _ oi 30 • 89.30 _ 90.0D 0- 40.30 - t. 69.30 L- . Nun,b,,, PtCl't OTC 10f !.. I ..) Sire, Cr 3' :1 T • 0 NOTE: 7 anehurs 4 ar...r).4 fr,..n, ...nc`t .1.1t of nisei1o; eoll AI, reouired (Tr.-4110f 0 •r.thers ii: each 01(41. 1 .4) NoTr: An[hOtt ..t frOtr. 04 :4. corner 200 , i fr. NI... 5...06,1;0i hr.] F. •01.. 44.000 .‘......y.anz :LT j..2(1105 14.000 NOTE, Nionbers In l'i Ill renthese. art glint:Ili:1 00 20[11.49er sid:. •■•.•:.1“..,e 13CS1.7,r1) 4 .11C0m5.01:51:•c A l'..1::i o.sr, SOO Cam- 1 35•E. • Design Loalk 8 seed o:-, CLInei,stii.e 0:i• (r'). end Wxter T, '0)40)0. NV in dot. ; 3541:1014 11 IlM1 5 11,.... he* I I5.124 :4: 10000 (4) 36.615 (F) I 12.090 (6) 33.000 (0') 44..800 151 44.000 ;SI 414 000 181 53.125 26000 (84 i - 0U...0 - 69.33 - I(4(0 + 69.31 • 190 OD • 03.36 I • 180.90 • 65.30 - 150.00 5. 69.30 - 1 Ra.ne * 69.30 1E0.00 60.30 . 410.440 +69.38 - )80.09 -.- 69.34 33_345 () 1 - 11C :5 - e 9.30 - 465.00 • 69.31 - 180.00 • 60:40 1 - 190.00 •69.80 - 150.00 4- 6930 - 190.110 - 63.70 176-73 -06.33 1 - 105.37 + 69.30 - 139.73 +69.31 50.525 (8) 1 - 105.54 - 0,30 - 1SC 00 i 69 .0 . 190.90 +64.30 1 - 180.09 4- 69-10 -450.1(0 • 6330 - 16.5.62 ..- -1(7.10 • 43.30 - 150.45 •65.30 - 113.93 +49.34 4.3,093 13) ) -‚49235 • ...4: 3n .. 14333 • 0930 - 04.34 *00" . 1:%.3.,? .00'.) - 139.94 4 - 69.3 -.39.41 - ,:,.. 45 +7 130.46 • .9.•30 -114.S9 • 59 30 -44,03 +09.30 74.003 (177 .115:s • 45,30 1 .117 13 • 6930 - - 9 +64,39 1 -97:45 + 6930 - 90.00 .-09.30 -0.6t - 493U - ` . 69.39 • 901 • 60.30 - 90.00 + 69.311 NI: nilie ,, above are lUr 2 14 SC r:‘ s OF 1 ' T2 r:Dns.. NOTE: 1 :ilia: dt 1.906 lo e3 et: s:Jc 04 •••r Ion: r01 nre revie: 11. tTottl of .7 or ere,. at ,gt *8 50 TI.il. NOTE: sLetbors 6 from tscb c0,-n, sap •1. fabotit: 514t- st-sei4. at ticaLt At all) - 14.00 t ;01. ;•,-,., 5t.i44440*5 = 44.095 *1'44*- I progressq,e C'Ciechnoloci L. 152q2,,. 91PI905 (7.441 04)114 541 5,0,121101132 111110 COLE C u n7 rixer _PL41 ,0 18 cri 44 CA:: 1110101114 ran commula I Fri. - 7 •-• 7 f. /( 2'98 cvcr...1 r. • .q .7..MALL (MPACr 76" s1 L.S. 2112/98' - 0 - x" SINC,LE rap.* uING V 4 - 77. WERE° CLASS ,e4.:"Yrot. ‘'"'""• 5., P.O. BOX 1529 NOKOMIS. FL. 34274 E 40,32 1 METRO-DADE UAW PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech /Progressive (:lass Technology 1070 Technology Drive Nokomis FL 34275 Your application for Product Approval of: Series 1IS 200 - Alurniiiuin Horizontal ,Sliding JVinduw under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted b■ Applicant. (For listing, see Section 8 of this Notice of Acceptance) This approval shall not be valid a;tcr the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime trout a jobsite or manufacturer's plant for quality control testing. If this product or material tails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material inuucdiatcly. The applicant shall re- evaluate this product or material should any ammendnlents to the South Florida 13uitding ('ode be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval. if it is determined by the 1uilding Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will h incurred by the manufacturer. Acceptance No.:95- 1205. i?z pires:4)6 /27/99 THIS IS THE COVE,RSEIEE'F, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approval: 06 /21/96 -I- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: rncicc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rod igucz Product Control Supervisor s Danger, Director Building Code. Compliance Dept Metropolitan Dade County Vinyl Tech/Progressive Glass Technology N_O_TIOLOF ACCU' ONCE;. SPECIFIC CONDITIONS 1. DESCRIP'T'ION OF UNIT 1.1 This approves an aluminum horizontal sliding window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designations Series HS 200 - Aluminum horizontal Sliding Window. 1 Overall Size 9' by 5' 3" high x 2" deep 1.4 Conligiiration XOX 1.5 No. & Size of Vents: Two each 27- 13/16" by 59 -1/8" high 2. MATERIAL CHARACTERIS'T'ICS 2.1 Frame and Vent (Sack ) Material_ Aluminum alloy 6063-T5. 2.2 _Glaziug 2.2.1 1;Iazing Material: 3/16" annealed glass.. 2.2.2 (:lazing Method: Exterior glazed with 1 / ." glazing penetration using a dear colored adhesive bedding compound and rolled aluminum glazing bead. 2.2.3 Daylight O One fixed light. Ironic glazed in the center with :r clear opening or 51 wide by 58 2 /. 1 " high. Operable vents: 25" wide by 57-5/16" 2.3 Vent Construction: 2.3.1 Stiles: Vent lock stile consists of a 1.186" exterior lace, 1.672" interior face by 0.926" deep by .062" wall thickness extruded aluminum hollow (Part 1113-221) with one screw spline and handle. Vent interlock stile consists ofa 1.187" exterior lace, 1.656" interior line by 0.812" deep by .062" wall thickness exit tided ,rluniiiiuw1r hollow Wail flit -222) with two screw splincs and baadle. 2.3.2 Rails: Top rail consists ofa 0.500" exterior lace, 0.907" interior line by 0.926" deep by .050" wall thickness extruded aluminum channel shape solid (Part 813-223) with one pile groove. the bottom rail uses the same extrusion, to which the roller assemblies are fastened. 2.3.3 Corner Construction: Butt joints, each vent corner secured with two 118 x I" P1'I i SMS 2.4 Frame Construction: 2.4.1 head: Consists of 1.326" exterior face, 1.201" interior face by 2.000" deep by .050" wall thickness extruded aluminum solid (Part 1113-215) with two screw splines. 2.4.2 Janibs: Consist of 1.030" exterior face, 1.042" interior lace by 2.000" deep by .062" wall thickness extruded aluminum solid jamb for operable vent (Part B -219) with a pile groove. Jamb for fixed vent (Part 13 -218) of similar dimensions but without pile groove. 2.4.3 Fixed Meeting Rail: Consist of 1.020" exterior lace, 1.427" interior face by 0.750" deep by .062" wall thickness heavy duty extruded aluminum hollow (Part 1113 -232) with a .125" thick by 1" long reinforcing Ilange, two screw splines and a pile groove. 2 ACCEPTANCE No.: 95 - 1205.05 APPROVED : JUN 2 7 1996 EXPIRES : JUN 2 7 1999 Manuel�l' -ercz, P.F. I'Ians miner 11 Product Control Division yjpyl 'I'ec vent) vent) 2.6.3 lour (Iwo per vent) ACCEPTANCE No.: 95- 1205.05 APPROVED EXI'IRES JUN 2 7 1996 JUN 2 7 1999 NOTICE OF ACCEPTANCE; SPECIFIC CONDI'T'IONS 2.4.4 Sill: Sill assembly consists of 1.256" exterior face, 2.324" interior face by 2.000" deep by .062" wall thickness extruded aluminum solid sill (Part #8 -216) with one screw spline; a 1.233" exterior lace, 2.205" interior face by 0.875 " x .050" wall thickness slide -in extruded aluminum sill adapter insert with one screw spline used at fixed lite (Part #B -217), and an extruded aluminum .768" high by .062" wall x 3" long windload clip (Part 1/13 -224) attached at each end of fixed lite to sill using one 118 x 1/2" PPI1 SMS. 2.4.5 Corner Construction: Butt joints, frame corners and fixed meeting rail at each end are secured with two //8 x 1 -1/4" 1'1'11 SMS. 2.5 Weatherstripping: Qty. Description Location 2.5.1 Single Pile with integral plastic fin In each vent top and bottom rail and each fixed meeting rail. 2.5.2 Single Vinyl bulb with flap In each jamb rail ()leach vent. 2.5.3 Single Vinyi brill, In each tr :a 2.6 Hardware: Q( Description Location 2.6.1 Four Metallic care locks One at 15-1/2" from each end of each (fwo per vent meeting rail, each locking into a groove in the fixed meeting rail. 2.6.2 Four Metallic dual roller, in a plastic housing One at each end oI each vent bottom ( Iwo per rail. Plastic guide On interior of each vent top tail, 2" from each end. 2.7 Weepholes_ Qty. Description Location 2.7.1 Four 1" by 1/4" weep slot with plastic flap At exterior sill flange, one at 2 -1/2" and valve 27 -1/2" from each end. 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Sealants: Frame corners and each fixed meeting rail were sealed with white colored sealant. 2.11 Additional Description: 2.324" high overall interior sill flange. One 3/4" by 1/2" by 1/16" by 3" long aluminum angle in frame sill near each fixed meeting rail, anchoring sill adapter glazing leg to sill, secured to frank with one installation screw and one No. 8 by 1/2" sheet metal screw. Mant 'I Perez, P.I. Plans 'miner 11 Product Control Division Vinyl Tech/Progressive Glass 'Technology _O:11; Ole ACCEE ANC l';• - 21) - ACCEPTANCE No.: 95 1205.05 APPROVED lixl'IRLS : JUR 2 7 1996 JUU 2 7 1999 3. LIMITATIONS 3.1 'this approval applies to single unit applications only, as shown in Section 10. 3.2 Other configurations allowed: XO, OX 3.3 For Design Pressure Rating vs. Door Size, see Comparative Analysis Tables in Section 9. 4. INSTALLATION: 4.1 Screws acid Method of Attachment SILL : #10 x 2" PFI-I SMS located 6" from corners and each side of fixed rail and 16" o.c. HEADER: 1/10 x 2" PFI-I SMS located 6" from corners and each side of fixed rail and 16" o.c. JAM13S : it I0 x 2" 11:11 SMS located 5 -3/4" from corners and each side of fixed rail and 17" 0.e. Note: Please see note / /11, Page 3 4.2 Limit shins space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall he designed by the Architect of Fngineev of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per 1)1N 50018. A1ulrlillutn contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall hear a permanent label with the manufacturer's name or logo, city, state and Hollowing statement: "Dade County Product Control Approved ". 6. USE 6.1•Application for building permit shall be accompanied by two copies of the lullowing: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurricane protective system. Mauu Perez, P.E. Plans miner!! Product Control Division r. 1 .,0. ,. ,...,.. TEST TEST LOADS DESIGN LOADS LOADS J AIR INFILTRATION @ 1.57 PSI: SFI3C PA 202 -94 (0 -37 CFM /FT) 0.36 CFM /1'T ITT, -131 3 UNIFORM ST'AT'IC PRESS( IRE AT DESIGN LOAD ASTM E330 1'A 202 -94 POSITIVE 30 Sec. (3/16" anneal.) 141.1 PSI' PSI' 11.1., - 1313 -1 41.1 PS FTL. -1313 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFI3C I'A 202 -94 NEGATIVE 30 Sec. (3/16" anne;iI.) -43.8 PSI' FI1, -1313 -413.8 PSI; FI1. -1313 WATER RESISTANCE (PSI') SFL3C PA 202 -94 1 8.30 PSI' ITT, -13 ! 3 1 55.3 PSI' FTI. -1313 UNIFORM STATIC PRESSURE Al' FULL TEST LOAD LOAD AS'FM E330 PA 202 -94 POSITIVE 3(1 Sec. (3/16" an e,11.) 1 61.6 PSI l. -'313 I'll. -'313 3 .i 41.0 PSI' FI-1 313 , I INIFORM STATIC PRESS( IRE A 1 FIJI_(. TES! I.OAI) SFi3(.' I'A 202 -9.1 NI•.(iA l ! VI : 3 ( 1 Sec. (3/16" anneal.) -65.6 PSI' 1 : 1 . 1 . - 1 3 1 3 I -1.1.7 -.I ..7 PSI' VII I .- I . 1 =� FORCED-ENTRY RESISTANCE (F ER) R) AAMA 1302.5 -76 Salislaclory FIT-1313 Design Pressure Rating (Positive) 441.0 PS I; Design Pressure Rating (Ncg:rlive) 1 -43.7 PSI: PSI: For Design Design Pressure Wiling vS. %\'inflow Size, see Tables in Section') ''(�nitiparalivAnalysis" ix YilttylAgs_11lI mer,as y (11 .ss '[vi hiw� ;,y' ACCEPTANCE No.: API'IU)VCI) EXPIRES • ' FS 'I' ti P 1 • IZFC . �. MEM OF ACCEPTANCE: SIT CI CONDITIONS_ -2c- RESULTS 9.5-121)5._05 JUi1 2 7 1996 J11112 7 1999 8. EVIDENCE SIIIIMITT i t 8.1 I esls: 8.1.1 Test reports on 1) Air Infiltration Test. her I'A 202 -94 2) Uniform Static Air Pressure Test, Loading rr PA 202 -94 3) Water Resistance Test, her PA 202 -94 4) Forced Entry Resistance Test, her AAMA 1302.5 -76. along with the manufacturer's marked up design drawings of the tested window prepared by Fenestration Testing Laboratory report No. VIL -1313, dated October 27, 1995 signed and scaled by Gilbert Diamond, P.E. 8.2 Drawing: 8.2.1 IVlanulacturer's profile drawings and sections. 8.3 Calculations: 8.3.1 Comparative Analysis for POT I Iorii.ontal Sliding Window w/ 3/16" glass, dated May 31. 1996, signed and sealed by Ivan R. Dory. P.N. 8.3.2 Anchor calculations, dated May 31. 1996, signed and sealed by Ivan R. Dory, P.N. \4anu '.erez, P.E. Plans E) nuner 11 Product Control Division 6 Window Ilcights Window Widths 26.500" 37.000" 53.125" 74.000" 2 6.000 " 120.00 120.00 120.00 120.00 38.375" 120.00 120.00 102.09 92.54 50.625" 116.73 89.81 68.60 57.25 63.000" 91.10 68.44 51.53 41.33 Window 11eights Window Widths 53.125" 74.000" 106.375" 111.00(1" 26.000" 120.00 120.00 120.00 120.00 38.375" 120.00 120.00 102.09 92.54 50.625" 75.30 66.49 59.85 59.14 63.000" 55.22 46.13 40.93 40.47 Window Heights Window Widths 53.125" 74.000" 106.375" 111.000" "" " "� " 26.000" -- 55.33 ^ 55.33 55.33 55.33 38.375" 55.33 55.33 55.33 55.33 50.625" 63.000" 55.33 55.33 55.33 55.33 55.22 46.13 40.93 __ 40.47 , • Vinyl i'ecliiProgressi%'e Class "Technology ACCEPTANCE No.: 95- 1205.05 APPROVED : JU112 7 1996 EXPIRES )'1'1 : JUU 2 7 1999 N E OF ACCEPTANCE: SFECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: 9.1 XO Configuration N e , oliv e Des Load based on Conlparalive Analysis - (I'SF) Positive Design Load based window Heights 26.000" . .. 5 5.33 -. 38.375" 50.625" 63.0(10" 26.5(10" 55.33 55.33 55.33 on Comparative Analysis - (PS1) Window Widths :"x.(100" 53.125" 74.(10(1" 55.33 55.33 5533 68.41 55.33 55.33 55.33 51.53 55.33 55.33 55.33 41.33 9.2 XOX Configuration ^ t , ' ,• • -• 1) t iJn I.: htitied (t)1 ( �1111 Al al;'Si : - (I'S1 ) 'ositive Design Load based on Comparative Analysis - (PSI') -2d- Based on 'lest Report # 111,1313 Test Size: 1 1 1 " wide x 63" high Design Pressure: ± 41.00 PS1' 'Pest Pressure: ± 61.50 PSU Water "Kest Pressure: - +- 8.30 PSF Glazing: 3/16" annealed glass Manue Jerez, P.E. Plans EN' li mull Product Control Division Vinyl 'tech/Progressive Glass Technolo -2r- ACCEPTANCE No.: 95- 1205.05 EXPIRES J 7 1999 NOTICE OF ACCEPTANCE:: SPECIFIC CONDITIONS 10 'TYPICAL ELEVATION: Vent width / fixed glass width proportions: XOX : 1 /4 - 1 /2 - 1 /4 OX or XO : 1/2 - 1/2 APPROVED : MN 2 7 1996 XOX Conliguration OX Configuration Manu 'erez, P.E. Plans I.x miner 11 Product Control Division 'Vinyl '1'i cbJ 'rogressivc Glass Tacbnolol y NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10.1 TYPICAL VER'T'ICAL CROSS SECTION: ACCEPTANCE No.: APPROVED EXPIRES 95- 1201.05 JUH 2 7 1996 JUN 2 7 1999 Manu Perez, P.I. Plans .x miner II Product Control Division ` Vin l ' 1'ecldProgressive Glass Technology ACCEP'T'ANCE No.: 95- 1205.05 _2 APPROVED JUN 2 7 1996 EXPIRES : JUU2 7 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10.2 TYPICAL HORIZONTAL CROSS SECTION: Manuel 'ercz, P.E. Plans l:x. ner 11 Product Control Division l'e cl►DUlugy ACCEP'T'ANCE No.: 95- 1205.05 AI'1'ItUV I I) J1111 2 7 1996 EXPIRES J11112 7 1999 Nl)'I'10E C)E ACCEI'TANC.Is;. STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the numufacturer's name, city, stale, and the lollowin; statement: "I)ade County Product Control Approved ", or as specifically 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 this 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, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially 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 shall traumatically be cause tier termination of this Acceptance, unless prior written approval tuts been requested (through the filing of a revision application with appropriate Ice) and granted by this otlice. 5. Any of the following shall also be grounds for removal of this Acceptance: a) t.lnsatisfactory performance of this product or process: h) Misuse adds Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may he displayed in advertising literature. Ilan) portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and oilier documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. .1 he copies ' need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause fur termination and removal of Acceptance. 9. This Acceptance contains pages I, 2. 2(a) through 2(g) and this last page 3. Items JO 11 & 12 listed I)elow only apply to glared products and doors. 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The First fastener shall he located at a maximum of 6" from each corner and mullion or stile. Fast:ner shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall he used for anchoring. 1 Hardware for all windows and doors shall conform to Security and Forced F:ntry Prevention, Chapter 36 oldie South Florida Building Code. _1/ C ,•_•_ • Mann •I Perez, P.E. flans Ex ter 1I Product Control Division I NU l.)1i 'I'IIIS Accl.:I''I'ANI:I; - 3 - WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.262 1.262 GCp ( -) -1.362 -1.690 PRESSURE (PSF) 41.4 41.4 SUCTION (PSF) -44.1 -53.1 FATHI ARCHITECTS, INC. 5891 -B SUNSET DR. SOUTH MIAMI, FL 33143 (305)668 -3171 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YAMILL/ DESPAIGNE RESIDENCE JOB NUMBER : 100099 DATE : 04 -05 -1999 DESCRIPTION : H.R. 111X50 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 38.5 FT2 MEAN ROOF HEIGHT = 13.0 FT DISTANCE, Z = 10.0 FT Kh = 0.801 Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 THI AR ' HITE T$, INC. ASGHAR J. FATHI, R,A. AR0016049 qh = 27.4 PSF qz = 27.4 PSF - 1- 55,315m.i'- I'F G5 e'E 5H- '9 ) P = qh (GCp) - qh (GCpi) GCpi = ± 0.25 BUILDING WIDTH = 38.0 FT CORNER DISTANCE, A = 3.8 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.304 1.304 GCp ( -) - 1.404 -1.783 PRESSURE (PSF) 42.5 42.5 SUCTION (PSF) -45.2 -55.6 FATHI ARCHITECTS, INC. 5891 -B SUNSET DR. SOUTH MIAMI, FL 33143 Copyright 1994 by Tondelli Engineering, P.A. CUSTOMER : YAMILL/ DESPAIGNE RESIDENCE JOB NUMBER : 100099 DESCRIPTION : H.R. 74X50 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE "OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 25.7 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 10.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 HI ARC 'ITECTS, INC SGHAR J. FATHI, R . A. AR0016049 • (305)668 -3171 Tampa, Florida DATE : 04 -05 -1999 qh = 27.4 PSF qz = 27.4 PSF p,IG • C5 0 *fig 1 P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 38.0 FT CORNER DISTANCE, A = 3.8 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.314 1.314 GCp ( -) -1.414 -1.806 PRESSURE (PSF) 42.8 42.8 SUCTION (PSF) -45.5 -56.2 FATHI ARCHITECTS, INC. 5891 -B SUNSET DR. SOUTH MIAMI, FL 33143 (305)668 -3171 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YAMILL/ DESPAIGNE RESIDENCE JOB NUMBER : 100099 DATE : 04 -05 -1999 DESCRIPTION : H.R. 53X63 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 23.2 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 10.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 I ARCHITECTS, INC ASGHAR J. FATHI, R.A. AR0016049 qh = 27.4 PSF qz = 27.4 PSF cAf. = s i.53P'F CSIEE 5H-T. GI P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 38.0 FT CORNER DISTANCE, A = 3.8 FT WALL WIND LOADS WALL AREA 4 5 -GCp ( +) 1.338 1.338 GCp ( -) -1.438 -1.860 PRESSURE (PSF) 43.4 '--' 43.4 SUCTION (PSF) -46.2 -57.7 FATHI ARCHITECTS, INC. 5891 -B SUNSET DR. SOUTH MIAMI, FL 33143 (305)668 -3171 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YAMILL/ DESPAIGNE RESIDENCE JOB NUMBER : 100099 DATE : 04 -05 -1999 DESCRIPTION : H.R. 53X50 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 18.4 FT2 MEAN ROOF HEIGHT = 13.0 FT DISTANCE, Z = 10.0 FT ++ ++ ++ ++ a 4 5 Kh = 0.801 Kz = 0.801 a 4 5 I A' CH TECTS, f INC. -`7°1 ASGHAR J. FATHI, R.A. AR0016049 qh = 27.4 PSF qz = 27.4 PSF cAp. 5 . IP'E C & SN-T. 9) P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 38.0 FT CORNER DISTANCE, A = 3.8 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.400 1.400 GCp ( -) -1.500 -2.000 PRESSURE (PSF) 45.1 45.1 SUCTION (PSF) -47.9 -61.5 FATHI ARCHITECTS, INC. 5891 -B SUNSET DR. SOUTH MIAMI, FL 33143 (305)668 -3171 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YAMILL/ DESPAIGNE RESIDENCE JOB NUMBER : 100099 DATE : 04 -05 -1999 DESCRIPTION : S.H. 37X38 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 9.7 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 10.0 FT Kz = 0.801 + ++ ++ ++ ++ a 4 5 a 4 5 ARCH! ECTS, INC. ASGHAR J. FATHI, R.A. AR0016049 qh = 27.4 PSF qz = 27.4 PSF ca+ . _ ± tpo PSF o , , 1 - C H I o) P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 38.0 FT CORNER DISTANCE, A = 3.8 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.400 1.400 GCp ( -) -1.500 -2.000 PRESSURE (PSF) 45.1 45.1 SUCTION (PSF) -47.9 -61.5 FATHI ARCHITECTS, INC. 5891 -B SUNSET DR. SOUTH MIAMI, FL 33143 (305)668 -3171 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YAMILL/ DESPAIGNE RESIDENCE JOB NUMBER : 100099 DATE : 04 -05 -1999 DESCRIPTION : S.H. 19X38 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 5.0 FT2 MEAN ROOF HEIGHT = 13.0 FT DISTANCE, Z = 10.0 FT Kh = 0.801 Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 '► IAR HIT CTS, INu. ASGHAR J. FATHI, R.A. AR0016049 qh = 27.4 PSF qz = 27.4 PSF Goo p* 5tt 40) P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 38.0 FT CORNER DISTANCE, A = 3.8 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.400 1.400 GCp ( -) -1.500 -2.000 PRESSURE (PSF) 45.1 45.1 SUCTION (PSF) -47.9 — -61.5 FATHI ARCHITECTS, INC. 5891 -B SUNSET DR. SOUTH MIAMI, FL 33143 (305)668 -3171 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : YAMILL/ DESPAIGNE RESIDENCE JOB NUMBER : 100099 DATE : 04 -05 -1999 DESCRIPTION : FIXED 26X46 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 8.4 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 10.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 A'CHI ECTS, INC. ASGHAR J. FATHI, R.A. AR0016049 qh = 27.4 PSF qz = 27.4 PSF % C-s/Er SP II) P = qh (GCp) - qh (GCpi) GCpi = ± 0.25 BUILDING WIDTH = 38.0 FT CORNER DISTANCE, A = 3.8 FT Vinyl Tech/Progressive Glass Technology NOTICE OF ACCEPTANCE: 9. COMPARATIVE ANALYSIS: 9.1 XO Configuration Negative Design Load based on Comparative Analysis - (PSF) Window Widths Window Heights 26.000" 38.375" 50.625" 63.000" 26.500" 120.00 120.00 116.73 91.10 37.000" 120.00 120.00 89.81 68.44._ 53.125" 120.00 102.09) 6 8 .6 0 51.53 74.000" 120.00 92.54 57.25 41.33 Positive Design Load based on Comparative Analysis - (PSF) Window Heights 26.000" 26.500" 55.33 Window Widths 37.000" 53.125" - 55.33 55.33 74.000" 55.33 38.375" 55.33 50.625" 55.33 63.000" 55.33 55.33 55.33 68.44 55.33) 55.33 51.53 55.33, 55.33 41.33 9.2 XOX Configuration Negative Design Load based on Comparative Analysis - (PSF) Window Widths Window Heights 26.000" 38.375" 50.625" 63.000" 53.125" 120.00 120.00 75.30 55.22 7 4. 00 0" 120.00 120.00 66.49 46.13 106.375" .120.00 102 :09 59.85 40.93 111.000" 120.00 92.54 59.14 40.47 Positive Design Load based on Comparative Analysis - (PSF) Window Heights 26.000" 38.375" 50.625" 63.000" Window Widths 53.125" 55.33 55.33 55.33 55.22 74.000" 55.33 55.33 55.33 46.13 106.375" 55.33 55.33 55.33 40.93 111.000" 55.33 55.33 55.33 40.47 ACCEPTANCE No.: 95- 1205.05 APPROVED : JUN 2 7 1996 EXPIRES BM 2 7 1999 SPECIFIC CONDITIONS Based on Test Report # FTL -1313 Test Size: 111" wide x 63" high Design Pressure: f 41.00 PSF Test Pressure: f 61.50 PSF Water Test Pressure: + 8.30 PSF Glazing: 3/16" annealed glass ... '- Manue ' - ez, P.E. Plans Ex iner II Product Control Division 'invt' .gch/Progresjive Class Technologv ACCEPTANCE No.: 97- 0310.02 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: 7.1 TESTS RESULTS: NO IPA O /X) 3/16" Annealed Class TEST TEST LOADS AIR INFILTRATION © 1.57 PSF 0.28 CFM /FT PA 202.94 (0,31 CFM/FT) UNIFORM STATIC PRESSURE AT DESIGN (TOAD PA 202.94 POSITIVE _ UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202.94 NEGATIVE WATER RESISTANCE (PSF) PA 202.94 UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202.94 POSITIVE 30 Seconds UNIFORM STATIC PRESSURE AT FULL VEST LOAD PA 202.94 NtOAT1VE 30 Seconds FORCED ENTRY RESISTANCE (FR) ASTM F'•588 Design Pressure Rating (Positive) Design l'ressurc Kiting (Negative) For Design Pressure Rating vs. Win •2b- EXPIRES 1 FEB 2 6 2001 +60.0 PSF •60,0 PSF +10.40 PSF +90.0 I'SF .90.0 PS SATISFACTORY ow Size, see Table In Section 9 "Comparative Analysis" r FEB 2 6 1998 DESIGN LOAD +60.0 i'SF -60.0 PF +69.33PSF +60.0 PSI •60.0 PSF +60.0 PSF •60.0 I'SF ,/ /i.. _ _0 Manu P z, P,E., Produc i sontrol Examiner Produc Control Division lo /19/1999 17:12 305 - 628 - 03 01 V t {'1't;cltll' reisi! "c <aas'4 'I'r;cl►uula' PAGE 06 YAMILL ASS W `NDOWS ; ,11:( GL .1�.1' I ► EB � 5 1996 — APPROVED EXPIRES y a1• {C 1 ACC ; 1 ANCE: til1: ' Fl CONI)i'1'1(l ' the Architect or Engineer of Records and must be in 4.3 Cod`. against corrosion, pet DIN 4.2 Attachments of sub -bucks shall be designed by ` protection ub protected. compli to ne with the a made of stainless steel cl or have adequate 1, shall be properly again I 50 fasteners Must V SO O18. Aluminum contacting metals not ot considered p following the manufacturer's name or logo, city, state and 5.IDENTIFIC ,coved ". 5.1 Each unit shall bear o County i 1PruductlConitrol A{ P statement: "Ntiatni -Dade two copies of the following: Glass 6. Application permit shall be accompanied by two o Vinyl Tech/Progressive , the Nliuuti- li, l Application for buf Acceptance, p including duplicate I bearing Tee This Notice of g N titled h W Series 701," Sheet 1 thru 7 of 7, Technology, Drawing No. � approval 5lt11111,. County Control a1 P a of Acceptance Nu. 96- 0215.02 dated 121261(1G. Dade oc Sheet 1 of 6.2 This document renews and revises Notice . twin O. 4210, titled " l'W Series 701, G.3 Hurricane Protections > > roval stamp See Vinyl Tech/Progressiv � P Product Control al I 7, bearing the Miami-Dade TEST AIR INDICT ,.A1" ON (oil 1.57 SP PA 2024 (0.34 CFM /FT) NIFOI(M STATIC PRESSURE PA 702.94 POSITIVE (WORM STATIC PI U SSUI(G PA 202 -94 NiGA'1'WVts WATER RLS1STANCE (PSI') 1) •S10N LOAD A DESIGN LOAD .15 CFM /fT 160.0 PSI -60.0 PSI PSI' PSI NiA .�iU.0 1rsi .60.0 PSI; +60.0 Mg" PSI: 40.0 PSI' PA 202.94 r FULL TEST Lunt) UNIFORM STATIC PRIiSS3 S�C pl ls t'A 202.94 POSITIVE A F 1;1JLL'fl:S' LOAD UNIPUItht STATIC PvIS )U Sr �ncls •— I'A 202 -94 NI:GATI u FORCED ENTRY RESISTANCE (FER) ASTMv -585 1)cstgn (Positive) Pressure listing Design Pressure linllul; (nctin iudOt� Site, sec Titbit; ifs 5cction 9 "Comparative Anaily'is +' For Design 1 ►ressure Rating 60.II I'SF 7. TESTS 1 1r U O1(MED: RESULTS: ' 1'CIlll)tfCd Gloss 7.1 TESTS - IMPACT ' � 0) • 120 ",vide z G11" high - 3/16" t'til(�N LUAUS NO -2at- Man , el 'crez, P.E. 1'ro I'roduer Control Division Control Examiner 11