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WS-12-374Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170673 Permit Number: WS -3 -12 -374 Scheduled Inspection Date: April 02, 2012 Inspector: Bruhn, Norman Owner: THOMAS, ALBERT Job Address: 1453 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SECURE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320320080 Phone: 305 -513 -0705 Building Department Comments IMPACT WINDOWS 14, DOORS 1 INSTALLATION Passed`g `4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CG April 02, 2012 For Inspections please call: (305)762 -4949 Page 20 of 39 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. �� } `I t7_ Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Mtth q I, O % z wie Phone #: Address: /v-6-3 /' •. /®y 14 S7 City: .4.4 e 77, ) 6€' e— State: > / „.0 - Zip: 33/-3k' Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: dV5 3 A.)•<.... Ja% f” £71; City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: 33 /3" /r/ - 2232 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: S &'cv r — 0-,/ r? “..d-S- / 4-00 ,-S Phone #: 3& ) ° 73 - 0 Address: ad'S 5�. i✓- -44A a/r Jr. ,e, City: c,yr® State: 17.4 zz.e < Zip: 33/6 6 Qualifier Name: r ,6 -ir» Phone#: State Certification or Registration #: Certificate of Competency #: v� 43.$ 00322 . Contact Phone#: QS ,-/ `. 070-C Email Address: DESIGNER: Architect/Engineer: l'., ;Q ,-/. •. yo asdv S Phone#: (305) 66 & s z°is'/ Value of Work for this Permit: $ /7(9 1 i 0 5-... &' 2. Square/Linear F�oo e of Work: 4/23 Type of Work: ❑Addition ❑Alteration ONew i epair/Re lace DDemolition p Description of Work: a. C.1 A► /1 . er. pis h 1-- cbcolg. r /41 tioYnos ***** * * * * ** * * * * ** * * ************ ** *****Fees******************************************** a Submittal Fee $ Permit Fee $ �a CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ )49, 10 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. illSignature l Signature Owner or Agent The fore ing instrument was ackn day of ,2012, by who is personally known to me or who has produced As identification and who did e an NOTARY %f s1A�iAw j 0ri �S�t . 'o ath. .1 ' " f y ^ N., u:rmssio 4 D B5 a,t 1 oc ' E04',:-...'::,: eebl u r4 7, gr6, F F Bonded Mal a ' i . Sign: Print: My Commission Expires: The foregoing instrument acknowle day of , 20`?, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI 71 Sign: Al. _ `� Print: 11■ 4,51°.111., a MADAY DE AR &SnL.IS (q * MY COMMISSION # DD 950-325 Q;' EXPIRES: February 7 01 ° Bonded Piro Notary' PubfcU My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk This Instrument prepared by and return to: PETER BIANCHI, ESQ, NTAAC 810 SW 12Th AVENUE MIAMI, FLORIDA 33130 Tax Folio 11: 112232 -032 -0080 111111111111111111111111111111111111111111111 CF-14 201280027017 OR Bk 27960 Ps 3671; (los) RECORDED 01/12/2012 15;45352 DEED OOC TAX 4)050.00 HARVEY ROVINI CLERK. OF COURT MIAliI -DADE COUNTY), FLORIDA LAST PAGE PERSONAL REPRESENTATIVE'S DEED THIS INDENTURE made this 1 1 day of January, 2012, between Bradford A. Thomas, as Personal Representative of the Estate of Joann M. Thomas, Deceased, the Grantor, whose mailing address Is PENTHOUSE SUITE, 901 PONCE DE LEON BOULEVARD, CORAL GABLES, FLORIDA 33134 , in consideration of the sum of TEN DOLLARS ($10.01) and other valuable consideration, received from Jorge Welyezkowski and Maria Welyczkowski, Ifis wife, the Grantees, and whose Post Office address is 1453 NE 104° Street, Miami Shores, FL 33138, the receipt of which is hereby acknowledged hereby grants, bargains, sells and conveys to the Grantees, their successors and assigns forever, the real property located in Miami-Dade County, Florida, described as: Lot 9, Block 3, RIVER BAY PARK ADDITION, according to the Plat thereof; as mewled bin Plat Book 40, Page 72 of the Public Records of Miami -Dade County, Florida. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with the Grantees and their successors and assigns that Grantor is lawfully seized of said land in fee simple; that Grantor has good right and lawful authority to sell and convey said land; that said land is free of all encumbrances made by Grantor, and that Grantor will warrant and defend the same against the lawful claims of all persons claiming by, through or under the Grantor, subject to restrictions, easements and reservations of record, if any IN WITNESS WHEREOF the Grantor has signed and sealed these presents the day and year fast above written. igned, delivered ' ed, sealed and the . —1- Of if . l I.. 14 rent k rute411.es witness STATE OF FLORIDA COUNTY OF MIAMI DADE 40 ersonal Representative of the Mir if o l*. �I Thomas, Deceased / l The foregoing instrument was acknowledged before me this i!"' day of January, 2 Thomas as Personal Representative of the Estate of Joann M. Thomas, Deceased , who • or who has produced as identification. b Bradford A. Notary Public 4.); 1Son —Boll Print My Commission Expires: Book27960/Page3671 CFN #20120027017 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO 11- 2232 - 032 -0080 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. _ CFH 2012R012179.4 OR Bk 28004 Ps 4168; (fps) RECORDED 02/22/2012 12:22:53 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYv FLORIDA LAST PAGE 1. Legal description of property and street/address: T it 114 .•: 2. Description of improvement: tA1CTAt 1 ATION F WINDOWS & DOORS 3. Owner(s) name and address: MARIA WELYEZKOWSKI 1453 NE 104 STREET MIAMI SHORES, FL 33138 Interest in property: OWNER Name and address of fee simple titleholder, 4. Contractor's name and address: SECURE WINDOWS & DOORS INC 7855 NW 46 STREET 5. Surety: (Payment bond required by owner from contractor, If any) Name and address: Amount of bond $ 6. Lender's name and address: MIAMI, FL 33166 DADE STAT Ot P I HEREBY ;ERTIF1'that this I5 a tie of Me r Ai 7. Persons within the state of Florida designated by Owner u provided by Section 713.13(1)(x)7 Florida Statutes Name and address: r as By 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different ate is specified) { Signature of Owner Print Owner's Name Prepared by '{D. (646 1 Cleat MARIA WELYEZKOWSKI Sworn to and subscribed before m is i • ay of vekioctiq . 20 !Z . Notary Public'-- Print Notary's Nam My commission expires: 123.01 -52 PAGE a 8/02 SUSAN M, PIEDRA -LARA EXPIRES: September 01, 2013 I- 800.3- NOTARY F7. Notary Discount ABS00. Co. Address: 1855 OW 4(o �`CtiVft ct. 'J3 I lap MIAMIDAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami. Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product . or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000/2050 Aluminum Horizontal Sliding Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series - 2000/2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 1 through 9 of 9, prepared by Al Farooq Corporation, dated 08/27/03 with revision "E" on 06/25/09, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0527.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinecode MIAMI DADE COUNTY APPROVED NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, titled "Series- 2000 /2050 Alum. Horiz. Sliding Wdw. (L.M.I)" Sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27/03 with revision "E" , dated 06/25/09, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 210 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3).Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with narked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #08- 0527.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P, E. (Submitted under previous NOA #07- 0928.13) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, 'SAS 201 -94 E -1 Manuel Perez, P, Product Control Exam NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 ie ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FM-3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08 /10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 07 /30/09, signed and sealed by Arshad Vigar, P.E. Complies with ASTM E1300 -02/04 QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. D. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 5, 2009 signed and sealed by Arshad Vigar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window — L.M.I., approved on 07/ 1 08 and expiring on 11/06/13. E -2 Manuel P, P.E. Product Control xa ' liner NOA No. 0 • 008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 sheet 1 of 9 ) 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1 /8" ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1 /8" ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE '13' 3/19" ANN. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16' ANN. GLASS SILICONE DOW CORNING. 795 fill II !I S I� GLASS TYPE 'C' GLASS TYPE Al' t /B" HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8" HEAT STREW!). GLASS N SILICONE DOW CORNING 798 GLASS TYPE '31' r max. HEAD/SILL CORNERS --8 111" WINDOW WIDTH 10" MAX. HEAD /SILL to FALSE MUNTINS 7 MAY BE USED APPLIED) 33 1/2” D.L. OPG. _P 37 5/8" VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. I 5/32° HEAT STREMD. GLASS 090" NTERIAYER DUPONT SENTRYGLAS PLUS' I /8" HEAT STREAM. GLASS SIMONE DOW CORNING 795 GLASS TYPE 'D' GLASS TYPE 'E' 1 T 7 33 3/8" r ELL. OPG. TYPICAL ELEVATION SERIES 2000 33 1/2" D L OPG. 37 5/8" VENT WIDTH Jf1 SERIES- 2000/2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND Tt51WU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2001 FLORIDA BLDG. CODE SECTION 2003.8.4. Erpr: ANSa6s w&IR • , • PRODUCT REVINED LAMINATED GLASS LARGE MISSILE IMPACT FlA i' N 8t 3' 89d8a�P BOTieLTaNNie CAV. 38 SEP 14 zoos 4. ) Eb 3 Rio ma v °Ou D 8 11 v 11 S cs a 6 0 drawing no. W03 -75 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 WINDOW DIMS. A 57D. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE ' 8' GLASS TYPE 'Al' CLASS TYPE 'Bl' CLASS TYPE 'C' GLOSS TYPE 'D' GLASS TYPE 'Al' OLISS TYPE '81' CLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) 04L( -) EOT.( +) OR.( -) EAR.( +) ANT.( -) EOT.( +) 1NT.( -) 26 -I/2' 37' 53 -1/8' 74" 26' (3) 3 70.0 80.0 70.0 90.0 700 800 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2' 37' 53 -1/8' 74" 38 -3/8' (3) 3 70.0 80.0 70.0 90.0 700 80.0 80.0 90.0 4 700 80.0 70.0 90.0 70.0 SOD 80.0 90.0 5 7 700 80.0 70.0 90.0 700 80.0 80.0 90.0 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 28,1/2° 37" 53 -1/8" 74° 50 -5/8" (4) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 .600 70.0 90.0 70.0 70.0 80.0 80.0 . 80.0 ..80.0 90.0_ _ 90.0 7 - - 70.0 90.0 28 -1/2' 37' 53 -1/8" 74" 83' (5) 3 70.0 80.0 700 90.0 70.0 80.0 80.0 90.0 4 58.9 87.3 70.0 90.0 70.0 60.0 80.0 90.0 5 42.8 48.7 70.0 0843 70.0 80.0 80.0 80.0 7 - - - - - - 80.0 90.0 24' 36° 48° 80" 72" (2i 3 70.0 80.0 70.0 90.0 70.0 90.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70D 80.0 80.0 90.0 5 70.0 80.0 70.0 900 705 80.0 80.0 00.0 8 70.0 60.0 70.0 .90 .0 700 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24° 36` 48' 86' 72" ) 3 70.0 80.0 70.0 900 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 800 60.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 60.0 70.0 90.0 70.0 800 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24' 36' 48" 60° 72° �8) 3 70.0 80.0 70.0 90.0 700 80.0 80.0 - 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 800 80.0 90.0 6 70.0 80.0 70.0 900 70.0 80.0 80.0 90.0 7 70.0 80.0 700 900 70.0 80.0 80.0 90.0 24' 36" 48' 80' 72' (5) 3 4 70.0 80.0 70.0 - 80.0 70.0 80.0 00.0 90.0 70.0 80.0 700 900 70.0 80.0 60.0 90.0 5 54.2 81.9 70.0. 905 700 190.0 60.0 90.0 6 - 45.1 51.5 70.0 87.3 700 80.0 80.0 90.0 7 - - 70.0 78.7 - 70.0 78.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ).= N0. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER STD. SAL WITH RISER tIMO EXT.( +) LOADS 70 53.3 PSF LOOP E87.( +) LOADS TO 70.0 PSF F8 -RISE SILL WITHOUT RISER 4 HI-1115E SILL WITH RISER LOOT Ex1.( +) LOADS TO 67.5 PSF LOOT FOR.( +) LOADS TO 80.0 PSF 8T0 61(0 RAR. S -2000 ATD. 6(711. RAE. 5 -2050 LLD. MTO. RAIL 9-2000 H.D. MTG. HAIL 8-2050 NO GLASS TE: CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 • Env AD D V1O-N F'R9WCT REVl41P.D ?L& • COAL PE 36843• m90WOphL0gWH0.d10 ►4aWp SEP 14 2009 , )8 Io `0 0 01 0 11 m u 6 drawing no. W03 -75 (sheet 2 of 9) DESIGN LOAD CAPACITY - PSP (XOX SIZES) SERIES 2000/2000 WINDOW DIMS. A STD. MTG. RAIL B.D. env. RAW. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A1' 01AS9 TYPE 'BI' GLASS TYPE 'C' CLASS TYPE .. GLASS TYPE 'Al' GLASS TYPE 'DI' GLASS TYPE 'D' GIA99 TYPE 'E' WIDTH P01GH7 EXT.( +) MT.( -) EXT .(+) WT .(-) EXT.( +) IM { -) EXT.( +) 811.( -) 74" 108 -1/4" 111" _ 26 (3) 7 70.0 80.0 7110 90.0 70.0 80.0 90.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10. - - - - - - 80.0 90.0 74' 106 -1/4" 111" 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 . 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74' 108 -1/4' 11 I' 50 -5/8" (4) 7 10 70.0 70.0 80.0 80.0 70.0 70.0 . 90.0 90.0 70.0 70.0 80.0 80.0 90.0 80.0 80.0 90.0 ID - - - - - - 80.0 90.0 74" 109 -1/4" 111' 63' (5) 7 45.4 91.9 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 10 - - - - - - 90.0 90.0 72° 84' 96' 108" 24' (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70A 90.0 70.0 80,0 80.0 90.0 ID 70.0 80.0 70A 90.0 70.0 80.0 80.0 90.0 72' 84' 98° t08° 36' (3) 7 70.0 80.0 700 90.0 70.0 80.0 80.0 90.0. 8 9 70.0 70.0 80.0 80.0 70.0 70.0 90.0 00.0 70.0 70.0 80.0 80.0 80.0 90.0 80.0 00.0 10 70.0 80.0 70,0 90.0 70.0 80.0 80.0 90.0 72' 84' 98° 108' 48° - (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70,0 90.0 70.0 80.0 80.0 10.0 9 70.0 80.0 70.0 90.0 70.0 80,0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 84' 96' 108" 60" (5) 7 54.2 81.9 70.0 90.0 70.0 80.0 80.0 80.0 8 47.6 54.4 70.0 90.0 70.0 80.0 80.0 90.0 9 - - 70.0 83.9 70.0 80,0 80.0 90.0 10 - - 70.0 78.7 700 78.7 80.0 90.0 A N0. OF ANCHORS PER HEAD & SILL ( ) NO, OF ANCHORS PER JAMB STD. SILL WITHOUT RISER UNIT EXT.( +) LOADS TO 03.3 PSF (1/37!) 4 (1/38') (I/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW MOTH STD. SILL WITH RISER LIMB EXT.( +) LOADS TO 70.0 PSF 926 818. 8Mn. 5-9000 919. ane. 1151 8-708 0.0_ IWB. 948. 9-2000 b -1i� 501 761110117 R6ER 8.8. M78. A41L 5-2650 DESIGN LOAD CAPACITY - .PSP (XOX SIZES) SERIES 2000/2050 91ND011 MARL A STD. MTG. BAIL ILO. MTG. RAW. WASS TYPE 'X GLASS TYPE 'B' GLOB TYPE 11' GLASS TYPE 'Bl' CUBS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'AC CLASS TYPE '81' GLASS TYPE 'D' GLASS TYPE '8' WIDTH HEIGHT EXT.( +) W.(-) EXT.(+) INT.( -) EXT.(4) 81T { -) EXT.( +) INr.( -) 74° 108 -1/4' 111" 28' (3) 7 70,0 80,0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - - 00.0 90.0 74° 108 -1/4' 111* 38 -3/8° (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90,0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74' 5°-5/4" 7 - - 70.0 90.0 70.0 80.0 80.0 60.0 74" 7 - - - - - - 80.0 90.0 72' Be 98' 24' (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 90 0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 8.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 84' 88' 108' 38' (3) 7 70.0 00.0 70.0 90.0 70.0 80.0 80.0 140.0 8 70.0 80.0 70.0 900 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 72" 84° 98' 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 - 90,0 8 - - 70.0 90.0 700 80.0 81.0 90.0 9 - -- - - - - 80.0 90.0 72' 60' (5) 7 - - 70.0 90.0 70.0 80.0 _ 80.0 90,0 WITH RISER UNIT EXT:( +) LOADS TO 88.7 PSF LINT EXT� LOADS 10 80.0 PSF A s NO. OF ANCHORS PER HEAD & 5RL () - NO. OF ANCHORS PER JAMB (1 /49) (1 /2W) (1 /4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA08- DEC -219 2690 49115I{X1 N1t*P ' 1:148. • (DOLT REVISED i,(A PE 39883" • 8B .Bh.OmPlslitb GAN . 938 SEP 1. 4 2009 Z o. FF i OE 46 9 a 2 o. 0 gc 1 gP 1 D B 8 oe 0 w 9 1i drawing no. W03 -75 (sheet 3 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING' \ 0 a EXTERIOR ter WOOD BUCK x Gf MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SrSItM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TXP CAI, ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'FI CO' (Fu =177 KSI. Fyd155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY I14 SMS OR SELF DRRUNG SCREWS (GRAPE 2 CRS) INTO MMMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Fa - 3000 PSI MIN. C -90 HOLLOW /FILLED BLocK Fm m 2000 P51 MIN. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES; Wt - 1- 13/16" X 1/4° WEEPHOLES AT 3° FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END SERIES -2000 SERIES -2050 Ott: AR1 / 3 WAR. C.A.Nd.V15388 SEP 142009 W N. 0 .B -1 g Vg 2 4 m u 8 drawing Fro. W03 -75 (sheet 4 of 9 ) TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. MIAMI -OADE MINTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NO5 17'EM PART B QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/RENARKS 1 031003 1 FRAME HEAD 0083-16 - 2 052001 1 STD. FRAME SLLL 6063 -18 - 2A 032012 1 HI -RISE FRAME 5113. 9083 -16 - 3 ES2003 1 FRAME JAMB 6083 -16 - S 051005 1/ VENT FILED RAIL. (S -2000) 6063 -16 - S8 ESIOS1 I/ VENT FIXED RAIL (S -2030) 6083-16 - 6 6A 051004 1/ VENT SRO. VENT MEMO RAIL 0-2000) 6083 -T8 - _ 052004 1/ VENT H.D. VENT MEETING RAIL (5 -2000) 6083 -T8 - BB 051052 1/ VENT STD. VENT MEETING RAIL (5 -2050) 6083 -16 - 6C 051053 1/ VENT H.D. VENT MEETING RAIL (5- 2050) 6093 -16 - 7 051007 2/ VENT TOP AND BOTTOM RM. 6083 -T5 - a 6 10p8 1/ VENT JAMB STILE 8063 -TS - 8 052008 AS MOD. O AZNO BEAD 6003-T5 - 10 052002 1 SILL TRACK INSERT 6063 -15 - 11 052011 AS 8000. STU. SILL RISER 6063 -15 - 12 061009 2/ VENT SPRING LOADED VENT LATCH 6063 -16 AT 8' FROM ENDS 12A SL203 2/ VENT SWEEP LATCH TAMA% AT 11° FROM ENDS, BY INTERLOCK 128 g8 X 1" 2/ LATCH LATCH INSTALIASON SCREWS - ST. STEEL FR SMS 13 ES1012 1/ LATCH VENT HATCH SPRING - 14 CITIES'N AS REOD. FOAM FILLED FABRIC 0/STRIPPING - SCHLEGEL 14A W23221NG AS READ. FIN SEAL POE WSTRIPPING - UL.TRAFAB 15 A8 X I° AS RECD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. 5335 18 18 % 3° 2/ VENT FN. RAIL SILL SCREWS (STD. SILL ENO) CRS P.H. S1AS 185 110 It 4' 2/ VENT FOL. RAIL SILL SCREWS (18 -RISE SILL END) CRS P.H. SIS 17 5232180 AS REGD. VENT & FIX. RAIL 1FSTRIPPNG - ULTRAFAB 16 W23291NG AS RECD. FRAME JAMB P/STI PPNG - LOTRAFAB 19 WPM, -100 2 BAFFLE - M & M MASTICS 20 16 % 1 /a° 2/ RAFFLE BAFFLE SCREW - F.H. SMS 21 ES1010 AS RECD. GtAZINO CASKET SOFT PVC - 22 052007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - 23 052008 2/ VENT ROLLER BRASS/ST. ST. - 24 052003 2/ VENT ROLLER PIN ST. STEEL _ - - 25 - 1/ WEEP OPEN CELL FOAM PAD _ 1° % 3/4' X I° LONG 26 - 1/ VENT 5/18' BO% SCREEN - OPTIONAL 27 051505 - FLUSH FRAME ADAPTER 6083 -T5 OPTIONAL CIVIL VOTAR ,F C 1.38863 SEP 1 42009 towstplybis NBLl A86L6AU Dare r/J! ns,+y3 dM; -/ i1 . V' R3 crowing no. W03 -75 (sheet g of 9 ) TYPICAL ANCHORS SEE ELCV. ran SPACINO LO-LAYOUT OX OPPOSITE v 'IBY WOOD BUCK TYPICAL ANCHORS t. SEE ELEV. o FOR SPACING HEAVY DUTY EXTERIOR WINDOW VRDTH XOX LAYOUT SERIES -2000 VENTS WITH SPRING LOADED LATCHES two;W/ MAR H.A. PE 8113 C.M S3a SEP 1 4 2009 1 A C P'‘ R a a 0 V 1 1 drawing no. W03 -75 (sheet 6 of 8 1/4° MAX. SHIM YET WIDTH 1/4° MAX. SHIMS HEAVY DUTY METAL STRUCTURE 4D ■ TYPICAL ANCHORS H. SEE ELEV. FOR SPACING 0.L.O. EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX WOOD BUCM. STRUC RI Xo LAYOUT OX OPPOSITE EXTERIOR WINDOW WaTH XOX LAYOUT MIALI —OADE COUNTY APPROVED MULLION SEE SEPARATE'NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH i WINDOW WIDTH SERIES -2050 VENTS WITH SWEEP LATCHES MODUCT REVERED INAALIPI)40$ WI die FIm4dp d Thaos SEP 1 42009 drawing no. W03 -75 (sheet 7 of 9 2.370 837 a.oe3 --� .082 2.0e3 .082 BUJ s. J i ,� 813 _.- 1.242 i ��3 -1 .062 1-.14 14' 34 .930 -1 YY O PENT TOP /BOTTOM RAIL AL-PAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE ( - -- COMP -ANL \WC 'J30 1.130 .930 1.130 ® GLAZING BEAD STD. MEETING STD. MEETING 1.250 RAIL 1.250 RAIL 1'421 1.400 ---.. HEAD •780 O SERIES -2000 ® SERIES -2050 Ot .930 Imo- FRAME 2188 .082 949 1.122 2.083. 2.083 .062 .OTB .062 ^{ -1.118 1.149 489 Q8 •868 1.230 .93I0 1.630 .930 1.830 .813 2.999 [.962 1.250 JAMB STILE .613 0 VENT LATCH J !� I 2.190 1.250 1.250 SERIES- 2000 /2050 ALUIA HGRIZ. SLIDING KW (LML) ES. WINDOWS, LLC 5220 N.W. 72 AVE. SAY #4 MIAMI, FL 33166 iEL (305) 624 -7775 FAX. (305) 624 -7777 .062 TYP. .983 2.375 .560 770 I W.D. MEETING RAIL C Stme6 -2000 H.D. MEETING RAIL ® St.mY -2050 I -"'1S7jI .SOD -1 2.130 z!• 2.181 1 --- 2.113 - .- 1.875 .994 2.268 .. FLUSH FRAME ADAPTER a.392 - .062 2855 r �- O2 I--- 2.330 STD. FRAME 1 1.212 1.878 SILL 1•eta 992 3�2 T�"�2 0 .052 1.250 FIXED -2900 08 .082 1.250 S FIXED .992 -1 1.116 -,- .989 -J ® FRAME JAMB .813 3.437 .078 - 993 .078 082 TIP. 2.816 .500 it ii V 1 Is 2 1 068 _ 048 .490 2.500 'a a ' p9R =� 04 L--2.330 0 HI -RISE FRAME SILL 1 t SILL RISER ` g a m u o w T y �& iii '6 ii 8 h .I88-�1I IF°- I I .062 .250 . FUl ff 38tt63� CAN., SE' 3. 42009 PAI ina'RPr9L19911 YM•`. ":; *Ott&F94919 li- /I:.f74 - bete .7IYP�i.' I I7 // U / �.... -_� ... '' , ' '; .. . .328 L_ .543 .312 7� 1 10 SILL 1.098 -� TRACK c . drawing nom W03 -75 II --I h-.2S0 21 BULB VINYL sheet 8 of 9 VENT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNER �BOTTO�ORNER Engr: 0E6446 ,. am. CML� C s38 • SEP 1 4 1009 m emu' h J P as Rt 81n Qo 5 g<=crl N g r N §ZLL J O k rl drawing no. W03-75 (sheet 9 of 9 ) • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida B uilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4000 Aluminum Sliding Glass Door —LMI APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exterior (positive) design pressure are limited to +70 PSF w / 2-1/2" sill & +80 PSF w/ 3-1/4" sill LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 08- 0477.03 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • DRAWINGS (transferred from file # 08- 0477.03) 1. Manufacturer's die drawings and sections. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 08- 0477.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC,. TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL -3908, dated 10/09/03, FTL -3909, dated 09/26/03, FTL -3910, dated 09/30 /03 and FTL -4287, dated 09/22/04, signed and sealed by Joseph Chan, P.E. and Test Report No. FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test No. FTL -5471, dated 01/24/08, per TAS 201/203 -94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 01- 19 -09, complying w/ FBC 2007, prepared. by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by A1- Farooq Corporation, dated 04/16/08, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 08- 0477.03) 3. Glazing complies with ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. F. STATEMENTS 1. Statement letter of compliance w/FBC -2007, dated Jan 19, 2009, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 01/19/09, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Statement of Lab compliance, part of above test reports. G. OTHER 1. This NOA revises & renews NOA # 08- 0477.03, expiring March 18, 2014. 2. Previous related NOA(s) are NOA# 06- 0606.02. and 04- 1117.051sv4 , • 2- 114 Isha�q I. Chanda, P. E. Product Control Examiner NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 E.1 • 03 5' MAX .H/L CORNERS 182 MAX. 13' MAX DOOR WIDTH CLUSTER OF ANCHORS AT HEAD /SBL (STILE LOCATIONS) SEE DETA L ON SHEET 3 1 49 1/16. MAX. 1 :I 1 1 43 11/15• MAX O.L OPG. 4B S /Ir MA%. PANEL WIDTH PANEL WIDTH SERIES -4000 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2001 FLORIDA SAG. CODE SECTION 2003.8.4. TYPICAL ELEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. PRODticTnENEviss wie1 S! RIorNA DeldiesCede AteepteeteN 2 /a.o7 I Date.tntr ,4pTY 5Thm1 Dede Plodect anent DTKdaul cm: ON. IAIMAY3N mood STRUCTURES FLA. C.PNPE Y 1_6957 Ft g 0 q G pt w 11.3 2 ff 41110 drawing no. W03 -100 (sheet 1 of 8' J . 'J - i ® Co 0 1 49 1/16. MAX. 1 :I 1 1 43 11/15• MAX O.L OPG. 4B S /Ir MA%. PANEL WIDTH PANEL WIDTH SERIES -4000 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2001 FLORIDA SAG. CODE SECTION 2003.8.4. TYPICAL ELEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. PRODticTnENEviss wie1 S! RIorNA DeldiesCede AteepteeteN 2 /a.o7 I Date.tntr ,4pTY 5Thm1 Dede Plodect anent DTKdaul cm: ON. IAIMAY3N mood STRUCTURES FLA. C.PNPE Y 1_6957 Ft g 0 q G pt w 11.3 2 ff 41110 drawing no. W03 -100 (sheet 1 of 8' GLASS TYPE 'A' b XO Mom) OXO (SHOWN) OX XXX xx GLASS TYPE 'B' 4■ XXX (SHOWN) .I GLASS TYPE 6 b SEE SHEET 3 FOR X0 OR 701 DOORS WITH HEA• REINFORCING DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHORT( ON TTVS SHEET) GLASS TYPES A', 'H' OR 'C' PAWL Ws NOWT Dow 1 eNe5 NO REINFOR'0 MEDIUM REINFOR'G HEAVY REINF'G EXT. (4) NT. ( -) EXT. ( +) 047. ( -) EXT. (+•), NT. (-) 30 36 42 48 54 80 . 70.0 80.0 70.0 80.0 70.0 80.0 • 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - - 70.0 80.0. - - - - 70.0 80.0 30 38 42 48 98 - - 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 OXXO APPROVED CONFIGURATIONS XOXXOX (SHOWN) 4- xxxocSHOWN) XXXX 115E SCINDULE 'A' (SHEET 3) FOR ANCHORS ON AU. SIZES TM CHART. PRODUCTRENEWED as48Rp114Rw8Rdae Nakao laddhl Coda Aceeptsnap N.04 -09/6 47 Dave M.e4. I t_ 7o/Y Eta r INt l L NOTE: GUSTS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAO5 -0EC -219 Enp GR. HIALWOUN P88000 sraucrupcs RA. PE 5 16537 CAN. 3538• JAN 3 0 2009 drawing no. W03-1S) (sheet 2 of 61 6' MAX. rep. HEAD /SILL CORNERS a 72' DOOR WIDTH CLUSTER OF ANCHORS SEE DETAIL 9ELOW -I C CO o f 31 3/8' D.L. OPG. 37' PANEL WIDTH 31 3/8' DI. CPU. 37' PANEL WIDTH TYPICAL ELEVATION ---J x0 Ox APPROVED CONFIGURATIONS SEE SHEET 2 FOR DOORS WITH MEGRIM OR NO REINFORCING DESIGN 1.DA0 CAPACITY - PSP (05 OR 10 ONLY) GLASS TYPES 'A' OR '8' SUBSTRATE SCHEDULE 'A' HEAVY REINF'G (SEE DETAIL SHEET 5) vaRatiosemplvm DOOR HUOIT SCHEDULE A' =MULE 'B' ao0¢S mills EAR. (4') 1 IN7. ( -) E%T. ( +) I NT. ( -) 30 1/4' ANCHORS 80.0 I 103.0 80.0 103.0 38 BLOCH 80.0 103.0 80.0 103.0 42 80.0 103.0 80.0 103.0 45 80.0 103.0 80.0 103.0 30 80.0 103.0 80.0 103.0 38 80.0 99.9 80.0 103.0 30 80.0 103.0 80.0 103.0 38 100 80.0 93.0 80.0 103.0 THE SHOWN EXT. (+) LOADS REQUIRE 3-1/4' SILL HEW (DAL 81 ON SHEET 4). REDUCE EAR. (4.) LOAD CAPACTIY TO +70.0 PSF IF 2 -1/2- SILL HEIGHT IS USED OR. (-) LOADS REMAIN UNCHANGED. ANCHOR CHART SUBSTRATE SCHEDULE 'A' SCHEDULE '8' WOOD HEAD 1/4' ANCHORS 5/18' ANCHORS DLL 1/4' ANCHORS I /4' ANCHORS 1/4- ANCHORS I /4- AI4C54095 JAMB CAE HEAD 1/4' ANCHORS 5/18' ANCHORS SILL 1/4' ANCHORS 1/4' ANCHORS BLOCH JAMB 1/4' ANCHORS 1/4' ANCHORS ROTE: ALL C41P ANCHORS a 1/4' CIA. (REM 110) MULLION ANCHORS - 112 SUS (NO 5HOt SPACE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 S-0 B' 9ETADANG CUP AT HFA0 & SILL 1 1/2' 1 1/2' 7' DETAIL CLUSTER OF ANCHORS AT STILE ENOS neonocrunswzo inamvtowiwts the Merida adiffeReade tap amts Date tf D Divkim Fig: 18. HMAYOUN FAR000 ACA E.. 3_ `8557 JAN 8 0 2009 0 0. cc s 8 aggil ()Lag 9 11.�m�13 0 079 0 8 riTni drawing 80.l W03 -100; (si0e'1.3 of 8) 3/4' M01. 9/18' TON. TYPCAN. ANCHORS 1/4' ma 3 PER CUP TYPICAL ANCHORS IN PAIRS 1/4" ANCHORS USE 5CH. 'A' 5/18' ANCHORS USE 5CH. W. SEE ELEV. FOR SPACING TYPICAL ANCHORS 1/4" 0A 3 PER CUP • 189 NOW BHA( a4 TYPICAL ANCHORS IN PAIRS 1/4' DNA. USE SCN. 'A" 5/ 9' DIS. USE 5CH. 'B' 5DE ELEV. FOR SPACING 4 4" " TYPICAL ANCHORS /12 5M5 OR GRADE SOS 33 PERS CUP 14145-11ADE COUNTY APPR'D MULLION STEEL 1/0' INK. 1N4. ALUIINIAI - 1/0" TI.IR. INN. (6003 -15) SEE SEPARATE NOA �N TYPICAL ANCHORS IN PAIRS /12 9I5 OR GRACIE 5 50S SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" OR 5/18" DIA. ULTRACONS BY 'ELCO' (Fu-in 115. Fy-155 K51) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY. 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 1/4' DMA. TEKS OR SELF DRILLING SCRIM (GRADE 5 am) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) 112 SINS OR SELF DRILLINGS EWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK: = 1/81 (NO S P/ SPACE) y1N. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re = 3000 PSI WN. MASONRY Fm a 1500 P51. NIA. 83 TYPICAL ANCHORS 1/4" UM. 3 PER CUP 1 .11101 STRENGTH GROUT NOT 8Y E.S. WWD0NS MUST TRANSFER SHEAR W1 LOA5 TO STRUCTURE ANCHORS IN PAIRS TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 'PEERR• CLIP a" • ANCHORS 04 PAIRS 1/4' OUT. SEE ELEV. FOR SPAC NO SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WI = 1 -3/4' WEEP NOTCH AT EACH END W2 - 3/4" WEEP NOTCH AT EACH END W3 = 3" R 1/4" WEEP HOLES AT 2" FROM EACH END &W1: OR. H10L41VTM1 FAR000 STRUCTURES qIL PE 15557 CAN. 3338 N3021109 PADBOCT RENEWED dol1eP1J10Roh% dee Nark% Naddlux Code 0 *1.14 IA c b io 9 • 6 6 —.4 droOing no. W03 -100 's)ioel 4 09 8 I/4' MAX. I/4' S161 omm TYPICAL ANCHORS IN PAIRS 1 /4' 01A. SEE ELEV. FOR SPACING METfRAL CO{1X. PANEL C1ON SI7CRfRES C U158)E 7RAC 1/4- MAX. ASTRAGAL STILE EXTERIOR 0008 WIDTH HEAVY REINFORCINQ AT INTERLOCK & ASTRAGAL STILES ILL OPO. I/4 VA . Skit TYPICAL ANCHORS IN PAIRS 1/4' 01A. SEE ELEV. FOR SPACING PRODUCT RENEWED R▪ eding Cady • a o7 one _ / • • a • ODOR TOOTH SCREEN OPTL -V ODOR NUM ERSr. OR. HU*WOLMI mum 'STRUCTURES GRAN. 3838 TYPICAL ANCHORS 01 PAIRS 1/4 015. SEE ELEV. FOR SPACNG JAN 3 0 2009 W03 -100 Wheel $ of (heat 6 of 8) .11=3-11213:1, L ArreOil INTERLOCK rraxs mikaami r 0 grRAMA 11-,e1MA4941:Ma= 1 :Ivoirft I. ASTRAGAL STILE MEDIUM REINFORCINg AT EXT. INTERLOCK & ASTRAGAL STILES WILL1116. 1111W41,- IN IsCREEN L..,-7A:11111 .4mtwg.wge}sizetwr FCIMF111.-1 NEL REINELLECING ITEM / PART II quatarry nrscmpiloa MATERIAL MANF./SOPPLIER/REMARES 1 E5-4001-1 3 P118345 11040 13083-10 - ES-4002-1 1 STD. FRAME SILL 8083-T8 - 2A 1 HI-RISE FRAME SILL 61153-93 - 3 E5-4003-I 1 FRAME JAMB 13053-T5 - 4 ES-4004-1 2/ PANEL TOP AND BOTTOM RM., . 8053-15 8083-15 - . - 5 ES-4005-1 AS REM. LOCK SINE a 7 E6-4005-1 AS REQD. INTERLOCK 8083-15 - 60-4007-1 AS REM. FEMALE ASTRAGAL 8083-15 - 8 ES-4008 AS REDD. TOP & BOTTOM RAIL STQFENER 8083-78 - 9 ES-4009 2/ PANEL 9401E1. MADE (TOP ONIY) CELOON NOT SHOWN 10 Es-aoto 2/ PANEL RETAINER CLIP, t LONG 11083-T13 - 13 ES-4013 as REQD. GLAZING ROM - 14 ES-4014 AS REIM. BOTTOM RM. CLASS STOP NEOPRENE 14A - IS 18 ES-4019 AS REM. SILICONE STOP 110098040 - 40324160 AS REOD. SALE & Mel V/STRIPPING - GLASS PANELS. ULTR.AFAIS 021304708 AS REM AS REM. 10P RAIL WYJTRIPPING - GLASS PANELS. ULTRAFAB 17 ES-4015 BOTTOM RAIL VIMRIPPING 60884. MASS PANELS • 19 #111111-1/4- PH 5345 5/ PANEL PANEL ASSY SCREWS - GLASS PANELS 194 /10X1' FH SAM 2/ CORNER FRAME ASSY SCREWS - - TO TA-35-1935-4281 2/ MX PANEL GLASS PANEL ROLLER ASSY. ST. STEEL 1-1/e OD. WHEELS 21 _....._—, 23 /10X1-1/4- PH MS 1/ ROLLER ROLLER INST. SCREWS - GLASS PANELS ONLY 2300-1055 1/ MOM PANEL MORTISE LOCK ST. STEEL - 24 - 2/ LOCK LOCK INSTALLATION 503459 - 0-32 5 1/2 Fri MS, ST. STEEL 25 537 1/ LOCK LOCK STRIKE PLATE RAM STEEL - 28 /10 PH SIM 2/ LOCK STRIKE RATE MOUNT. SCREW - NOT EMMY 27 26 MN 1/ 1.004 INTERIOR AND EVER= RAJ., - (3) 18-32 X 1/2' FH MS, ST. %EEL ES4028 AS REGD. SALL RISER 8083-5 - 29 ES-4017 2/ PANEL FIXED PANEL cip (OUTSIDE PANE.) 8083-15 - 254. E5-4020 2/ PANEL • FIXED PANEL CLIP (INSIDE MEL) 8083-13 FOR OM MORS 30 •10111/2" PH SYS 2/ C11P FIXED PANEL CLIP FASIEVER - 31 .. •- .. - AS MD. 1/e 1 1-1/2" REINFORCING BAR 53001 — 32 AS REM. 1/2" X 1-1/2" REINFORCING BAR STEEL - 33 P38024FX AS REQD. 3 LONG SELF ATINESNE INLE PAD 9001. AT HEAD AND SILL - 2/ SIDE J 811349014 NEOPRENE - Emir 1:07. KUILiYOUN FAR000 STRICTURES RA PE 1 1E537 35319 JAN 3 0 009 PRoputTitENEWES mireinP6Agi whit dm fierits Biddiaocode AtwatiowNogy#6/0467 Erpiradoe A /se Dale PIrblos 4.11 2 GI ea et. H :S. 1 --1 [drawing no W03-100 +7, NOTE: USE WTERLOCE & ASTaux NEIXFORONG AS PER TABLE ON SHEETS 2 & 3 JAN 3 0 2009 drove ntq • no. NO3-100 .!,ear 87 2.075 LOCK STILE 2.750 1.875 .082 1.285-1 OUTSIDE PANEL FIXED PANEL CUP Z ;g a � 1.317 O RAIL STIFFENER INSIDE PANEL FIXED PANEL CUP 1.374 438 1.374 INTERLOCK REINFORCINOS 1.810 1.812 L-4.249 2.183 .050 2.248 F- 1.418 -i LB RETNNER CLIP SCREEN TOP /BOTTOM RAIL • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/buuldinEcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000" 8'0" Outswing Aluminum French Doors w/ wo Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI)", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigar, P. E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 07- 0828.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al— Farooq Corporation, signed and sealed by Arshad Vigar, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07 -0828.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s FTL -3947 and FTL -3955, and dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al— Farooq Corporation, dated 08/14/09, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami—Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.04 Expiration Date: September 16,2014 Approval Date: September 16,2009 E -1 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (COrrrn UED) 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with ASTM C864 Option II exceptions, ASTM D412 1600 PSI, D395B 22 HRS 158 °F. E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 30, 1997, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5164, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 3. Proposal No. 06 -0411 issued by BCCO, dated February 06, 2006 and July 31, 2007, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07 -0828.09) 4. Laboratory compliance letter for Test Report No.'s FTL -3947 and FTL -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) G. OTHERS 1. Notice of Acceptance No. 07- 0828.09, issued to E. S. Windows, LLC for their Series "3000 Aluminum Outswing French Doors w / wo Sidelites ", approved on 10/25/07 and expiring on 09/16/09. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 E -2 ADOL ANCHORS READ. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY 6° MAX. 1YP. 144° FRAME WIDTH HEAD/SILL CORNERS / 11 / G / II . 3 ✓- 11 \ \ 11 \ II 188 Ii\ \ o„ I I 26 1/16" DA- 01'C. 34 11/16' LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH D0413 THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPUES TO SINGLE (x) AND DOUBLE (xx) LEAF DOORS WITH OR WITHOUT SIDEL.ITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND 16 tU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING MGM VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL LC BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERALS INcLUONG BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. Ise 34 S /8° FR. HEAD & 58L 12° MAX. ( oxxo ) 1 1 1 30 1/4° D.L. OPG. 34 1/4- PANEL WIDTH ADDL ANCHORS RECD. MR0 OR 7t67U W000 BUCK INSTALUITIONS ONLY SURFACE APPLIED FALSE MUNTINS MAY BE USED 1 6° MAX. TYP. 71 3/4' FRAME YAM 68 3/4” HEAD/SILL CORNERS FRAME HEAD & SILL 12° TYPICAL ELEVATIONS TESTED UNITS D.L. 0PG NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET S. E v.: APSHHAb vXL61 FLA. PE U88883 AUG 1 4 2009 PRODUCT wRENEW D a CO Accep'mt:ce No drawing no. W04 -51 (shoat 1 of 7 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDEUTES GLASS TYPE 'A', 8'. 'C' OR MAXIMUM DESIGN LOAD RATING m + 70.0 PSF (FOR 5266 SHOWN 9LLOw OR SMALLER) - 80.0 PSF (6) HEIGHTS: DAYUTE OPG. NOMINAL f9]GHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI -PROFILE BOTTOM 618. 6/8 79 -3/4' 77 -I/4' 69 -1/16' 65 -5/16' 8/0 95 -3/4' 93-1 /4' 85 -1/18' 81 -5/18' WIDTHS: NOMINAL ROTH FRAME MOTH LEAF WIDTH DAYLITE OPG. 2/6 (X) 31 -1/2- 28- 11/18- 20 -1/16' 3/0 (X) 37 -1/2- 34- 11/16' 28 -1/16- 5/0 (68) 59 -3/4' 28- 11/18' 20 -1/18 6/0 000 7t -3/4' 34- 11/18' 28 -1/18' (0) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) ma 601H INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A'. '8'. 'C' OR IF EM. ( +) INT. (-) 38 8/0 70.0 80.0 39 7/0 70.0 80.0 42 8/8 70.0 80.0 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDEUTES SunBE WfDTH INCHES mac HEIGHT FT./94 GLASS TYPE 'A'. 'R', 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION EXT. ( +) INT. ( -) EXT. ( +) 167. (-) 24 27 30 33 36 39 42 6/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 800 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 27 30 33 38 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 2t 24 27 30 33 36 8/0 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 87.9 67.9 70.0 80.0 85.0 85.0 70.0 80.0 62.4 62.4 70.0 76.9 60.1 80.1 70.0 76.0 NOTE: FOR DOORS WITH SIDEUTES USE SIDELRE RATING TO QUALIFY DOOR & SIDELITES. SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREINFORCED IMUWON REINFORCED MULLION lYI - , /L T \\� 5; \ / / /5/; 4 \ \ - Q \\ 4 o-- -i- o- 4 /A-\ / ,'q7-- ., \ \ ° \ \'' \\� 5; \ / / I Q \\ SIDELITE WIDTH >m OUW - DOOR WIDTH ii C' (% iii Q I Q \\ ( 010 ) Q Q 1-' F /� 1 4 / /,� /A i 11 \ \ ° \ \'' \ / \ \ / / / %A' ( 0X%0 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Eng.: ARUM YAW FLA. PE / 36983 CAN. 3538 AUG 1 4 2009 °RODUCFRENEWED HM.aRAr4ilyfd; with CIA Florida Amgen= He • 14%4 A 4 pig v ° .4 9 drawing no. W04 -51 (sheet 20T 7 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING • METAL STRUCTURE 10Y Nt00D BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/18' X 1 -1/2' WEEP SLOT 1 /SILL AT MUTES TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8. % ; 1 . SLOT 2/ SILL ATYXX POOORS 1/ SILL AT X DOORS TYpiCAL ANCHORS SEE ELEV. FOR SPACING STATIONA'Y UNIT$ OPERABLE UNIT EL-Y111/EILLIMMLEALL APPLICABLE TO STATIONARY AND OPERABLE UNITS Enos MOOS MOAN CIVIL CAN. 3338 AUG 1 4 2003 PRODUCT RENEWED as r^twSVins with We FkwMa Salto Ca, AtakstorAs Ho :h t'"1" • Division drawing n0.1 W04-51 (sheet 301, 7) 3/18" H.S. GLASS .090" !NTERIAYER 'DUPONT SENTRYCLAS PLUS' 3/16" H.S. GLASS SILICONE SILICONE DOW CORNING 795 / DOW CORNING 793 3/18" H.5. GLASS .090" INTERLAYER 'DUPONT BUTACRE PL/B' I /8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/18" H.S. GLASS I/O" H.S. GLASS GLASS TYPE 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACRE PV8' 5/32" H.S. GLASS SILICONE SIUCONE DOW CORNING 795 DOW CORNING 795 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS GLASS TYPE 'D' WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; sEE ELEV. FOR SPACING 1/4" DOA. ULTRACON BY 'ELCO' (Fu. I77 K51, Fy..155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 ISMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ . (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE .4 1° MIN. INTO METAL STRUCTURE m 3/4° MIN. CONCRETE re - 3000 PSI MIN. C -90 H OU.OW /FILLED BLOCK rat .4 2000 PSI ION. SEALANTS: AU. JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Frog. MEMO VIDAR FL. PEI 38883 7 AUG ] 4 2009 Division u 0 8g g 0 OHIO drawing no. W04 -51 sheet 4 oI 7 /10 x 3/4• S'S 0 6• FROM ENDS & 14. O.C. MAX. OREINFORCED MULLION F SEE CHART ON SHY. 2 INTERIOR IMPOSED FLUSH BOLTS AT TO` FROM EACH END (FLUSH BOLTS AT ACTIVE AND INACTNE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) CONCEALED FLUSH BOLTS AT 10• FROM EACH END D.L. OPG. D.L. OPG. STDEUTE PANEL WIDTH o�� LEAF WIDTH FRAME WIDTH mt EXTERIOR ( 0X)(0 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 96• x 2• X96' X i /B• FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) OPTIONAL TRIM TYPICAL SEE ELEV. ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR sPACING 1/4• MAX. SHIM SPACE MUWON REINFORCING CHANNEL 96• x 2• x .96• x t /B• FtaL LENGTH (STEEL TO BE PAINTED OR PLATED) L QREINFORCED MULUINN SEE CHART ON SHT. 2 • METAL STRUCTURE IBY 0OOD BUCK EXTERIOR (X) AUG 1 4 2009 Division If Product droning no. W04 -51 (sheet 5 of 7 ) T �R 4 IN- ACTIVE LEAP 1 lik ti -Anil TM wf _'fir —, II IL L .� ---_,7-701-, 4`� �:~ % D.L. OPG. D.L. OPG. STDEUTE PANEL WIDTH o�� LEAF WIDTH FRAME WIDTH mt EXTERIOR ( 0X)(0 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 96• x 2• X96' X i /B• FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) OPTIONAL TRIM TYPICAL SEE ELEV. ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR sPACING 1/4• MAX. SHIM SPACE MUWON REINFORCING CHANNEL 96• x 2• x .96• x t /B• FtaL LENGTH (STEEL TO BE PAINTED OR PLATED) L QREINFORCED MULUINN SEE CHART ON SHT. 2 • METAL STRUCTURE IBY 0OOD BUCK EXTERIOR (X) AUG 1 4 2009 Division If Product droning no. W04 -51 (sheet 5 of 7 ) ( -1 .781 I� �wql ��"I L� GPI yl ITEM B PART B QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /RENAR68v4 1.500 4.000 ... C . .779 II I 2.250 t E53001 -1 1 FRAME HEAD 8063 -TB - 2 E52001 -2 2 DOOR FRAME JAMB 6083 -TB Z 0 k 1 (� O n n .{ Q 0� a '_ �� 4 tJ 3 03002 -1 1 DOOR FRAME SILL 8083 -TS - �� �S .105 ( WEDGE GASKET (STALE ,�t) 4 ES3 003 -1 AS RED. SIOELRE ADAPTER 6083 -T6 - 9 E53004 AS REOD. SHEAR PLATE 0 ANCHOR LOCATIONS 6083 -T8 3" LONG JI ® •� 6 Es3005 -1 2/ LEAF TOP AND BOTTOM RAE. 6083 -75 - 6A 953024 2/ LEAF HI- PROFE.E 8019093 RAIL 6083 -T5 2.018 - FRAME HEAD/JAMB 3.350 I .078 2.125 0.375 7 E53008 -1 1/ LEAF DOOR LEAF JAMB - HINGE 511 6083 -Ts -. 8 E53pW -, 1/ LEAF DOOR LEAF - LOCK SIB 6063-T6 - 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SEX 6063 -T6 - ,9 WEATHERSTRIP ,.808 �1 O8� 10 ES3008 -1 AS REOD. 90EUTE 510.E 6083 -T9 0.3,2 11 MI-1202-914 -IZ62 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULUVAN & ASSOCIATES 2.674 ® SHEAR PLATE 288 �� ADAPTER 12 F8- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL stAJJVAN B AS�pA7E5 .888 13 14 053011 053012 AS REGD. 1 JANE TRIM 9U. COVER 6063 -75 OPTIONAL I 1-2.125 4 15 053013 2/ LEAF WEATHERSTRIP ADAPTER 6063_75 8083 -75 - 16 053014 -1 4/ PANEL PANEL CLAMP 6063 -T8 - r -1.750 - .800 13 JAMB TRIM 1. * .045 .852 (OPTIONAL) ® ® g n 1 17 053003 -3 3/ OPER. LEAF HINGE Annoy 8063 -78 - E.3. WINDOWS. LLD 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 19 DOOR 3OCX (SAVANNAH 2O1S0 YALE • 4.000 2.000 L 20 - - DEAD BOLT LOCK (PREMIER) - YALE - .078 3.800 21 W22321Nt AS REOD. FEN -SEAL Phi WSTRIPPING - ULTRAFAB � Y, 3x79 22 053020 AS RECO. BULB WEATHERSTRIPPING VINYL AT 90EUTE PANELS O O a 0 9 23 - 1/ HINGE KRIM REINFORCING BAR ALUMINUM 1 -1 /4'X1 /8.14 -1/4' LONG 24 - AS RECTO. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7-7/8" LONG 85 - 2/ LEAF 3/8' OA. THREADED ROD W/ NUTS STEEL - .913 �J I, 1 J 26 - AS REOD. FRAME ASSY. SCREWS - 010 PAN HEAD 5935 2� 1.112 27 - AS REOD. ARILLON REINFORCING CHANNEL A38 STEEL - - - 590 ® TOP /BOTTOM RAIL 28 ES4014 AS RE00. BOTTOM RAI. GLASS STOP NEOPRENE - 1.531 29 ES4019 A5 REM PANEL SILICONE STOP NEOPRENE - 2.000 n� �- 3' 30 - AS RECD. 3/8" DIA. X 1/8' HT. BUMPER SIUCONE FRANK LOWE RUBBER CO. .490 583 1.145 r - 2.163 .078 31 ES4013 AS RE00. WEDGE GASKET - - ® Ru , 1 32 053022 2/ 5TRE FLUSH BOLT BRACKET 6083 -75 - 8 PANEL CLAMP 33 - 2/ BST. BRACKET INSTALLATION SCREWS - 010 X 1' FH SMS n 3 PIECE HINGE 34 0/LON AS REDO. DOOR PANEL W'STIBPPING - SCHLEGEL 1 1 1 K p • a $ '7 Tr j 1.500 j 2.000 .913 • •621 .. .125 - ARO vim' .990 - ____J: , �4.000 " FRAME SILL 1.750 7' .078 - .913 2.000 -- - - 7.750 -.{ 1.145 1-1 .094 to SIDE LITE STILE �' .082 is SILL .475 927 COVER MULLION © REINF. CHANNEL .162P.1 glc Z ^ q 6 i ,j� < m u n `" - •, b 2.874 .078 395 4.625 .094 .913 4.000 ( L fl C AJ�N/f�i� 8 3 V N AUG 1 4 '[009 L3 PKODUCTRENEWED P n1 do -_- ` _,,-+� 4 .. �,.,., ... �� � .... _ .,,.... >�• ,..,•.1�� .,:,, .. t *� 1.984 1.750 '590 Ifq 3.350 - drawing no. W04 -51 I I.- (e ) HI- PROFILE .094 ...913 ® HINGE STILE I L ® SIDELITE ADAPTER 1.750 BOTTOM RAIL 4.000 ® 0 LOCK STILE /KEEPER STILE FRAME TOP CORNER FRAME BOTTOM CORNER OOOR LEAF CORNER env AMA* WIN/ FLA PC / 38883 CAN. 35-V V' Y AUG 1 4 2009 C: Ion 8 ga 41 so a �$ drawing no. W04 -51 (! 1eet 7of 7 1 CAWind Version . . 3 . Developed by MECA Enterprises, Inc. Copyright ate - - - - - _ : 2/21/ 20��..., Company Name : Jenetopulos Group, : Florida Firm #F000145 : 7300 SW 105 Terrace : Miami, F1 33156 (305)6632991 Basic Wind Speed(V) Structural Category Natural Frequency = Importance Factor = Alpha = At Am Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = per ASCE 7-05 2012 www.mecaenterprises.com Description : George Jenetopulos : Florida Architect #14185 : Welyeskowski Resi.ence : 1454 N.E. 104 Street : Miami Shores, Florida 33138 User Input 146.00 mph = II - N/A 1.00 9.50°' 0.15 - 0.20 0.20 A 3 : 12 - 20.00 ft 27.00 ft .00 ft ° Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area t- r Building C No 1.00 900.00 ft 1.00 0.65 -- 500.00 ft- 15.00 ft o 14.00 Deg Hipped - 18.00 ft 2724.00 ft^ e 55.00 ft - Bldg Width Across Ridge= 45.00 ft Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 .- Enclosed Bldg -GCpi = -0.18 /Description Wind Pressure on Components and Cladding Width of Pressure Coefficien Width Span Area (Zone ft ft ft ^2 Zone "a" = 4.5 ft Max Min GCp GCp Max P Min P psf psf Horiz Roller A Horiz Roller B Horiz Roller C Horiz Roller D Horiz Roller F Horiz Roller G Slide Gl Dr H Slide Gl Dr J Slide G1 Dr K French Door L 6.17 4.43 4.43 3.08 3.08 9.25 4.38 3.96 4.38 3.13 4.22 4.22 3.20 2.17 3.20 5.25 6.67 6.67 6.67 6.75 26.04 18.69 14.18 6.68 9.86 48.56 29.21 26.41 29.21 21.13 4 5 5 4 5 4 4 4 5 4 0.927 -1.027 0.952 -1.304 0.973 -1.346 1.000 -1.100 1.000 -1.400 0.879 -0.979 0.918 -1.018 0.926 -1.026 0.918 -1.236 0.943 -1.043 54.462 - 59.383 55.712 - 73.036 56.756 - 75.125 58.074 - 62.995 58.074 - 77.760 52.109 - 57.030 54.027 - 58.948 54.407 - 59.329 54.027 - 69.666 55.250 - 60.172 21 70/1 2