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WS-11-381Inspection Number: INSP - 156775 Scheduled Inspection Date: May 02, 2011 Inspector: Bruhn, Norman Owner: THOROGOOD, DANIEL Job Address: 635 NE 105 Street Project: <NONE> April 29, 2011 Miami Shores, FL Contractor: F&F CONSTRUCTION SERVICES INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number 3 Permit Number: WS -3 -11 -381 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Parcel Number 1122310120070 Phone: (954)454 -1948 WINDOW REPLACEMENT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ec Page 8 of 27 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING �/ OWNER: Name (Fee Simple Titleholder): 'OV�p p� Phone #: ©J ^,j °' r`�y� Address: City: State: Zip: Tenant/Lessee Name: Phone #: Email: S � JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: l Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: Zo (> Po-7 fc ;I ;I Qualifier Name: /els Contact Phone #: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 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 ll f Permit No. l\- l I f �j J I Master Permit No. NO Flood Zone: C CO Email Address: & c ?Q O rcet City: _ n State: _ . ' � Zip: J ®o ! 1 � y (y Phone #: , j t -1J2s 14z-7 State Certification or Registration #: C g C, P67 ®V t / Certificate of Competency #: Kg coin 9; Azt DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ill ) 0 Square/Linear Fo ge of Work: Type of Work: ClAddition CIAlteration Repair/Replace UDemolition Description of Work: " 40 Cr I (A f--f° tVI:› t" CZ) MALP CP UNew ******** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * Fee * * * * * * * * * * * ** * * * * * * * * * * * * * * **** - In c l 3 D rc (g1AR 0 4 2.011 Phone #: 3 ®J _ s'25 - ( L CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE S2 ©1 - Ll _J Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature L Owner Agent The foregoing instrument was acknowledged before me this day of . , 20 t l , by whdaspersonatlAstown to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expir APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) MY C MMISSION # EE53276 EXPIRES: March 16, 2015 1400.3-NOTARY Fl. Notary Diecwnt ASSOC. Co. 4 Signature �--� c_- The foregoing instrument was acknowledged before me this day oft— I CL , 20 L t , by who ' persona ly . own to me or who has produced as identification and who did take an oath. NOTARY ' UBLIC: Sign: Print: My Commission E ** **** Y * ******** Y******* ******** Y Y******* ***9:********** Y* ******* *** **** Y*** Contractor Plans Examiner Zoning Structural Review Clerk • • • • • • • • 1 • • • • • • • • • • • • • • • • • 4 11 .■ Thorogood Residence - window pressures for existing openings 3/1/2011 ASCE 7-05, V =146 MPH, Exposure C Formulas: +6Cp: 1.18 - 0.177 x (Window area) -GCp Zone 4: -128 + 0.177 x (Window area) -GCp Zone 5: -1.75 + 0.353 x (Window area) +PSF: 43.6 x ( +GCp + 0.18) -PSF: 43.6 x (-GCp - 0.18) Windows I Victor J. Bruce AR-0017103 Mark(plan) Width Height Win. Area Zone +GCp -GCp +PSF -PSF 3.3 4.83 15.94 0.967164 - 1.067164 50 -54 5 0.967164 - 1.325531 50 -66 2.3 4.33 9.96 4 1.003316 -1.103316 52 -56 I 5 1.003316 - 1.39763 52 -69 I 1,15 4.17 ' 4.80 4 1.059492 - 1.159492 54 -58 5 1.059492 - 1.509666 54 -74 1.15 4.17 4.80 4 1.059492 -1.159492 54 -58 5 1.059492 - 1.509666 54 -74 2.98 5.46 16.27 4 0.965581 -1.065581 50 5 0.965581 - 1.322373 50 2.98 5.46 16.27 I 4 0.965581 -1.065581 50 5 0.965581 - 1.322373 50 2.3 4.33 9.96 4 1.003316 -1.103316 52 -56 5 1.003316 - 1.39763 52 -69 3.3 4.83 . - 15.94. 4 0.967164 - 1.067164. 50 -54 5 0.967164 - 1.325531 50 -66 1.94 4.83 9.37 ` 4 1.008 - 1.108 52 -56 5 1.008 - 1.406973 52 -69 10 1.94 4.83 9.37 4 1.008 -1.108 52 -56 5 1.008 - 1.406973 52 -69 2,7 ; 3.17 8.56 ' 4 1.014961 -1.114961 52 -56 5 1.014961 - 1.420855 52 -70 I 12 3.3 4.83 15.94 4 0.967164 - 1.067164 50 -54 5 0.967164 - 1.325531 50 -66 13 3.3 4.83 15.94 4 0.967164 -1.067164 50 -54 5 0.967164 - 1.325531 50 -66 14 2.3 4.83 11.11 4 0.994916 -1.094916 51 -56 5 0.994916 - 1.380877 51 -68 #... •. 15 2.7 3.17 8.56 4 1.014961 -1.114961 52 -56 d 5 1.014961 - 1.420855 52 -70 ... :.. 16 3.3 4.83 15.94 I 4 0.967164 -1.067164 50 -54 ,I• • • • 5 0.967164 - 1.325531 50 -66 ••••• 17 3.3 4.83 15.94 I 4 0.967164 - 1.067164 50 -54 :1: 5 0.967164 - 1.325531 50 -66 •••••• 18 3.3 4.83 15.94 4 0.967164 - 1,067164 50 54 ' -54 5 0.967164 - 1.325531 50 -66 . • •. •• • •••. • • ... • •• . • •• .• •••••• • • .•••• • • • • 00000 •••. • • ...•. •••• ' • •••• • • . • ••.•.. •..... • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Eov/buildinecode 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 1500 Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENF of this NOA shall be considered after a renewal application has been filed and there has been rio cfiaAge 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 materiais,.usee and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any, g gduct, lroicsaygs, advertising or any other purposes shall automatically terminate this NOA. Failure to cnInDly with lay 3 lion of this NOA shall be cause for termination and removal of NOA. .tisDV RTISJllM JT: The NOA number preceded by the words Miami -Dade County, Florida, and followed b}t are expiratiM t to may be displayed in advertising literature. If any portion of the NOA is displayed, then it sfiall be done tit► rt§ entirety. LNSPXCTIQN: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors arid 'shaft be available for inspection at the job site at the request of the Building Official. ThIs •NOA revises and renews NOA # 06- 1201.05 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. NOA No. 08-0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 - 57, titled "Series -1500 Aluminum Fixed Window (L.M.I.)", sheets 1 thrii 7 of 7, prepared by A1- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Tnfiiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5339, dated 02/11/08, 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 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06-0308.05) 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 • along with marked -up drawings and installation diagram of an aluminum fixed • • • . window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • ▪ 6 1T1;-3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. • • ; ($ubjnitted under previous NOA #03- 0910.01) • • 4. ': reports on: 1) Air Tnfiltration 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 • • • • • • • 11Qgg with marked -up drawings and installation diagram of a alum. fixed windows •••• • .�hul?ed together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. • •••• . FTL - 3819, dated 06/09/03, signed & sealed by Joseph Chan, P E. (Submitted under previous NOA #03- 0910.01) E -1 'tom Manuel Pe .E. Product Control ._ ,' er NOA No. 08- 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, 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. 07 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by • Humayoun Farooq, P.E. • • • 2. : $tatgment letter of no financial interest, dated March 26, 2008, signed and sealed by RIunlayoun Farooq, P.E. • • • • • 3. : • ratory compliance letter for Test Report no. FTL - 5339, issued by Fenestration • • • • 'Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. • • •••• ••' enzel,P.E. •••• •••• • • • • • • • • ••• •• G. O " I 'H I • • • • • • • • 1. • a10t a of Acceptance No. 06 1201.05, issued to ES Windows, Inc., for their Series • • • • • • • : 1580 Aluminum Fixed Window — L.M.I., approved on 02/01 /07 and expiring on •11/06/08. E -2 Manuel Pe ' .E. Product Control finer NOA No. 0. -i 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 :WINDOW WIDTH • • • • • • • • • • — 1 • .. .• • • • • • WINDOW MI NH . • • • WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES -1500 ALUMINUM FIXED WINDOW 1 0 m APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 & 3 8 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMfTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 6° MAX. FROM ENDS -. r 1 1 / L –Z' – ii - - - - r - �� TI - - - -- I •1 �1- I4 - n I I' I I I 44 3/8 D.L OPG. 48 WINDOW WIDTH TYPICAL ELEVATION Engr�DR. 1- UMAYOUN F, STRUCTURES FLA. PE # 16557 CAN. N. 3538 APR 0 2008 12° MAX. FALSE MUNTINS ' HEAD /SILL (SURFACE APPLIED) MAY BE USED N P m THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. P ODu CT REVISED us eon] plying with 1be lard Belding Code re No 1.. railon Date !L'I'li%]Ri • By '24111 fttfic ali 'I ilIfv Product OMNI Z 0 ;w � • 0 O W CL f 0 o M � o M o fg tta 3 Zy .� 0M a g Wks -J o 8 N O 88 4 m 0 1 0 1 Q 0 m M 0 a 0 N CO ro O ^ cfl js o M V "glint •! 'N ▪ q Wiz 8 0 Z .1 2 0 •• • • • drawing no. W03 -57 sheet 1 of 7 • • •• • ••• • ••• •• • .• • •• • • • •• • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' GLASS TYPE 'A' GLASS TYPES 'B' & 'Hl' GLASS TYPES 'C', 'Cl & 'C2' GLASS TYPE 'A' GLASS TYPES 'H' & 'B1' GLASS TYPES 'C', 'Cl & 'C2' WIDTH HEIGHT E(T.( +) 1NT.( -) ExT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19-1/8" 26 -1/2" 37" 48 53 -1/8 26" ` 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 66.5 88.5 66.5 66.5 . 70.0 70.0 70.0 90.0 70.0 80.0 19 -1/8" 26 -1/2 37 48" 53 -1/8 38 -3/8 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 48.7 48.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 19 -1/8" 26 -1/2" 37" 48" 53-1/8 50 -5/6 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 48.7 48.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 86.4 85.3 66.4 75.9 19 -1/8 26 -1/2" 37" 48' 53 -1/8 58" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 - - 38.0 36.0 36.0 38.0 - - 70.0 90.0 70.0 80.0 - - - - 32.5 32.5 - - - - 63.2 72.3 19 -1/8" 28 -1/2" 37" 48" 53-1/8" 2 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 - - 46.7 46.7 46.7 48.7 - - 70.0 90.0 70.0 80.0 - - - - 36.0 36.0 - - - - 70.0 80.0 - - - - 32.5 32.5 - - - - 63.2 72.3 19 -1/8 26 -1/2" 37" 48" 53 -1/8" 74 -1/4 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.o 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 - - - - 38.0 36.0 - - - - 70.0 80.0 - - - - 32.5 32.5 - - - - 63.2 72.3 to • • • • • • 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' -1/8" ANN. GLASS GLASS TYPE 'A' 3/16 ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" ANN. GLASS GLASS TYPE 'B' • •• • • • GLASS TYPE 'C' SIUCONE DOW CORNING 795 SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE • ` - -8/46' MEAT STREN'D. GLASS • t09 • .'9i& LT SENTRYYGLAS • PLUS' • • • 6 3A18" HEAT STREN'D. GLASS •••• • •••• •••• • • •••• ••• • t •• z • •• '- • ADHESIVE • • • FOAM TAPE •• r a 0 'or'41401 • • • SILICONE •••• DOW CORNING 795 z co N z 3/16° ANN. GLASS .090 INTERLAYER 'DUPONT BUTACITE PVB' 3/16" ANN. GLASS GLASS TYPE 'B1' GLASS TYPE 'Cl SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE 3/16' HEAT STREN'D. GLASS .090 INTERLAYER 'DUPONT BUTACITE PVB' 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE I 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' GLASS TYPE 'C2' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) 1/4" HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE W ZIQIE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. DR. HUMAYOWN FAR000 STRUCTURES FLA. PE # _ 16557 CAN. 35.'•8 APR 0 9 2008 PRODUCT REVISED as complying with the Plevids 84dk 1J Code Ate a taace No Jam :, i J • • • 8 8 • • • • 0 •• SI r • ca alat E to u ■ 90 to 0 C n : zt g tn¢ o M Z J 0 4 N L •• a ••• • • • • • drawing no. W03 -57 ( sheet 2 of 7 • • 11 • 1 • •• • • • ••• • •• •• • • • • • • •• • • • • • • • • • •• • • • • • 18" 24" 30" 36" 42" 48 54" 60" 18' 24" 38 " 42" 48" 54 60" 18" 24" 30" 36" 42" 48• 54 60' 18" 24" 30" 38" 42" 48 54" 60" 18" 30' 42% ,48i••• 36 48" 60" 72" • •• 84" • • • • ••• • 70.0 70.0 57.6 48.0 48.0 48.0 48.0 48.0 70.0 70.0 57.6 48.0 41.1 70.0 70.0 57.6 48.0 70.0 70.0 57.6 70.0 _70.0 • • r • ••- 70.0 70.0 57.6 48.0 48.0 48.0 48.0 48.0 70.0 70.0 57.8 48.0 41.1 70.0 70.0 57.8 48.0 70.0 70.0 57.6 70.0 70.0 70.0 70.0 70.0 70.0 57.6 48.0 48.0 48.0 48.0 48.0 70.0 70.0 57.8 48.0 41.1 36.0 36.0 36.0 70.0 70.0 57.6 48.0 41.1 36.0 70.0 70.0 57.6 48.0 70.0 70.0 57.8 70.0 70.0 57.6 90.0 72.0 57.6 48.0 48.0 48.0 48.0 48.0 90.0 72.0 57.6 48.0 41.1 36.0 36.0 36.0 90.0 72.0 57.6 48.0 41.1 36.0 90.0 72.0 57.6 48.0 90.0 72.0 57.6 90.0 72.0 57.6 70.0 70.0 57.6 48.0 48.0 48.0 48.0 48.0 70.0 70.0 57.6 48.0 41.1 36.0 38.0 38.0 70.0 70.0 57.6 48.0 41.1 36.0 32.0 28.8 70.0 70.0 57.6 48.0 41.1 38.0 32.0 28.8 70.0 70.0 57.8 48.0 41.1 36.0 70.0 70.0 57.6 48.0 80.0 72.0 57.6 48.0 48.0 48.0 48.0 48.0 80.0 72.0 57.8 48.0 41.1 36.0 38.0 36.0 80.0 72.0 57.6 48.0 41.1 36.0 32.0 28.8 80.0 72.0 57.6 48.0 41.1 38.0 32.0 28.8 80.0 72.0 57.6 48.0 41.1 36.0 80.0 72.0 57.6 48.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.3 70.0 70.0 70.0 70.0 60.0 70.0 70.0 70.0 67.3 70.0 70.0 64.2 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.3 70.0 70.0 70.0 70.0 60.0 70.0 70.0 70.0 67.3 70.0 70.0 64.2 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 58.0 70.0 70.0 70.0 70.0 70.0 70.0 82.2 56.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.1 64.0 80.0 80.0 80.0 80.0 80.0 80.0 71.1 64.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WINDOW DIMS. WIDTH HEIGHT eV"' 30 ••• GLASS TYPE EXT.( +) 1 NT.( -) • 70.0 • •• s0b•• 36' • 1 2 ' • • • 48'.•• • ar 1a+•• 24" 30" 96" 36" 42" 70.0 ANCHOR TYPES 'A' & GLASS TYPES & 'B1' EXT.(+) 1 NT.( -) 70.0 70.0 - 70.0 - 57.6 DESIGN LOAD CAPACITY - PSF 90.0 72.0 57.6 GLASS TYPES & 'C2' EXT.( +) 1 NT.( -) 41.1 38.0 70.0 70.0 57.6 48.0 41.1 41.1 36.0 80.0 72.0 57.6 48.0 41.1 GLASS TYPE 'A' EXT.( +) i NT.( -) 70.0 70.0 70.0 - 70.0 70.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS). ANCHOR TYPES '8' & 'C' GLASS TYPES 'B' & 'B1' EXT.( +) 1NT.(-) 90.0 90.0 90.0 GLASS TYPES & 'C2' EXT.( +) 1NT.( -) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH 18" 24" 30" 38" 18" 30" 36 HEIGHT 108" 120" ANCHOR TYPES 'A' & 'C' GLASS TYPE 'A' EXT.( +) 70.0 56.2 1 NT.( -) 70.0 56.2 GLASS TYPES & 'B1' EXT.( +) 70.0 70.0 70.0 70.0 1 NT.( -) 90.0 72.0 90.0 72.0 GLASS TYPES 'C', 'Ci & 'Cr EXT.( +) 70.0 70.0 57.6 48.0 70.0 70.0 57.6 48.0 1 NT.( -) 80.0 72.0 57.6 48.0 80.0 72.0 57.6 48.0 ANCHOR TYPES 'B' & 'C' GLASS TYPE EXT.( +) 70.0 56.2 1 NT.( - ) 70.0 56.2 GLASS TYPES & 'B1' EXT.( +) 70.0 70.0 70.0 70.0 1:41'4-) 90.0 90.0 90.0 90.0 GLASS TYPES 'C', 'Cl & 'C2' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1 NT.( - ) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 J W 3i MIL WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Engr. DR. H4 ,YOU F OOQ STRUCIURVI RA. PE # 18557 CAN. 3538 ':API? 0 9 MOB L PRODUCT REVISED es emptying with the IFIerk R Wang Code pp% /:�2r -1 1py . .d I w o La.; Q� rri ME MI. pR g 8 z3 id 174 I.0 .__�. •••I •• { • - ) • t � s * Oil r • . -w J a o' 4� re ci 1, O 8 d V g M p n4 0 4102 "- ILa :r � 0 3 CIPE 'g J • (0 • .z U g : • • N • • • drawing no. W03 -57 (sheet 3 of 7 • • • • • • • • • • • • • • •••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • " 1 • • •. Of • • • • • •• • • •••• TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL 11 © OPTIONAL 11 . d a d • • • •• $ .. TYPICAL ANCHORS . SEE' ELEV. FOR SPACING JI 1 it II 11 11 is 11 i6 11 1BY WOOD BUCK 44 . 1 v a G 4. 4. t TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. 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 TYPE 'A'— 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS_4NTO 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 ./16" TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL. : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (�I .L IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE B'— 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 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 114 SMS OR SELF DRILLING SCREWS 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) TYPE 'C'— 4110 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 1 -3/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE. Engr. DR. HUMAYOUN FAROOQ SfRiCR1RES FLt PE # 16557 CAN. 3538 APR 0 9 2008 gs caetripty;.. 3 »,race Irziktiog Cauh Acceptance N® gapicence Date Z h _O �. W rg o ) og Oa ac O cr.E a W • � e In el — J 3 0 1 0 drawing no. W03 -57 (sheet 4 of 7 • • •• • • • • • • • • • • •• • 1 • • • • • .. t • •.'•• ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ESS001 4 WINDOW FRAME 6063 -T5 - 2 ES2000 -8 OPTIONAL GLAZING STOP 6063 -T8 - 3 ES5002 4 FRAME COVER (OPTIONAL) 6063 -T5 - 4 #8 X 1' AS READ. ASSEMBLY SCREWS CRS PH SMS 5 - 2/ UTE SETTING BLOCK NEOPRENE 7/16" X 3/18' X 3 -1/2 LONG 6 ES2000 -10 OPTIONAL GLAZING GASKET SOFT PVC - 7 ES1505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL • • • • • •••• • •••• • • • • •• •• • • • • • • • •••• • • •• • • • • • • • • • • •• •• • • • • • • •• • • • • • 1/4" SHIM MAX. b MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA WINDOW WIDTH EXTERIOR D.L OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4" SHIM • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Engr•. DR. HUMA'(OUN FAROOQ PRODUCT REVISED STRUCTURES se emptying with the Fteritle FLA. A.N. ; 3538 Bidding Code 0 • O .> m C z Q 1.; N > to N. ^Mg Z 3 J N 0 .. • JIf N • • • • • :. 1 • • •• p 1 • • '�c•ff L Gl ut .0 0 o g e C r A Q 8 8 m U ••• • •• •• ••• • .�" • M o 11•+1 • q • .�i O drawing no. W03 -57 (sheet 5 of 7 • • • •• 1 • • • • • • • • • • • • • • • • • • 1.000 .813 •• • •• O. • • 0 • • 0000 0.142 FRAME .803 .062 .147 GLAZING GLAZING STOP (OPTIONAL) 733 .577 37 .045 —I] .868 FRAME COVER (OPTIONAL) .543 • • • •• • • • • • • • C1§: VINYtr;OPTIONAL) • ••• UK• • • J6 •• • I 0 000 • • FLUSH FQAME 1.788 .125 2.330 I .328 2.668 ALUM CORNER LOCK (6063 —T5) x .500 .50 0 ALT. ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 APR 0 9 2008 PtIODUC T REVISED as complying with the Florida GaeldingCode Acceptenee No Date S c m 4 21:1 • 6 7 • a V • ••. • • 1 • ' • •• •• •• 1 •.• a•• .• .S 4 • ea 440 010• .0 k g 4 O m ao 0 0 ) ) drawing no. W03 -57 (sheet 6 o 7 • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •00• •• •• • • • 01100•• 0000 0008 • • • • ••0• 0000 •. •. • • • • • • •• • • • .00• • • • • 0000 TYPICAL CORNER DETAILS • RECT. OR SQUARE WINDOWS RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS • • • •• • • • • • • • c ) c 0 iD 1) 0 0 0 drawing no. W03 -57 sheet 7of 7 • • • • • • • • • • •• • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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.2ov/buildinacode 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 1000 /1050 Aluminum Single Hung Window- L.M.L APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" dated 07/15/09, signed and sealed by Arshad Viqar, 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 Mlssiie Impact Resistant LAB:LING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statmek "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RtNtWAL of this NOA shall be considered after a renewal application has been filed and there has been no change ffi%the ugrplicable building code negatively affecting the performance of this product. ;I:tiabNATIRK4 of this NOA will occur after the expiration date or if there has been a revision or change W Six material Ie, and/or manufacture of the product or process. Misuse of this NOA as an endorsement bfa'produtt, sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply withaay.section of this NOA shall be cause for termination and removal of NOA. IRTISFMNT: The NOA number preceded by the words Miami -Dade County, Florida, and tollovved by he aviration date may be displayed in advertising literature. If any portion of the NOA is dlii1ked, then it SI Rll 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- 0527.12 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. NOA No. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.1)" Sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" , dated 07/15/09, signed and sealed by Arshad Viqar, 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 1050 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5815, dated 02/13/09, 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 marked-up drawings and installation diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07-092&14) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 • • • • • • • 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 • • • on with marked -up drawings and installation diagram of an aluminum single hung • • . window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • : gCI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. •: • • • '(6pbmitted under previous NOA #05-0720.01) • • •••: 4 •'Pest•reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • •••• . • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 • "" "" 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 • • • • •; • • • • 5) Large Missile Impact Test, per FBC, TAS 201 -94 • •••• • • • • • : 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 • • • • • • • along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05 -0720.01) E -1 Mann Perez, Product Control .t: I er NOA No 09- 1008.05 zpiration Date: November 06, 2013 Approval Date: December 30, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMTFTED B. TESTS (CONTINUED) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06 /09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03-0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 07/27/09, signed and sealed by Arshad Vigar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE • • IVliaini Dade Building Code Compliance Office (BCCO). • E.. MATERIAL CERTIFICATIONS • • • 1. • i;otiee of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. •: • • • Vs their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. • • • • • • • 2. • 1q ce 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. • F,,. • • „STATEMENTS • • : • •1. • Statement letter of conformance and no financial interest, dated August 31, 2009 • • • • • signed and sealed by Arshad Vigar P.E. G. OTHERS 1. Notice of Acceptance No.-08- 0527.12, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 07/10/08 on 11/06/13. E -2 Mantle Perez, Product Control r NOA No. 09- 03 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 _ it II _II 0 i_I,.- .., „.. II ./ B H I !I I II I _ - - — I I I I 1 I I :I ,i it II u II II II 47 1/8” D.L. OPG. 49 15/16" a VENT WIDTH 53 1/8" • • •0004• • • •0.040 • • • •...4 ••04 • • •004 • ••••4 • ••.•4 • • • •.0.4 • • • • • • • • 40 4n C 0 W 1- x W co 0 1- x W 0 _ E2 w 1— x W 1- u, •• • • • • • 0• • ••• 1/8" ANN. GLASS • .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" ANN. GLASS GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS • GLASS TVPE • GLASS TYPE 'D' .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' SILICONE DOW CORNING 795 1/8" HEAT STREN'D. GLASS • . • • • • SILICONE DOW CORNING 795 0000 •• •• • • 5/32" HGAI• STREN'D. GLASS *too. 4004 • • • • .090" INTERLAYER • r • DUPOdC W ACITE PVB' 1/6 • HEAT STREW!). GLASS SILICONE DOW CORNING 795 z 3 N wn GLAZING OPTIONS 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HEAT STREW!). GLASS GLASS TYPE 'C' GLASS TYPE 'E' SILICONE DOW CORNING 795 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREW!). GLASS SILICONE DOW CORNING 795 FALSE MUNTINS (SURFACE G E E MAY D 1 MAX. HEAD /SILL WINDOW WIDTH 1YPI ELEVATION SERIES 1000 (STD. SILL) 6" MAX. HEAD /SILL CORNERS m 40 v APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.N. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 W000 ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. SERIES - 1000/1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 10" MAX. HEAD /SILL i 0 .J 0 0 J G 47 1/8" D.L. OPG. 49 15/16° Engr. ARSHAO 'MAR CML FLA. PE / 38863 C. A.N. 3538 SEP 0 Y 20(l9 VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (HI —RISE SILL) lea THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPAC SHUTTERS ARE NOT REQUIRED. 0, - i. ; .+Taira`: :. PRODUCT CZEYLS■ED as estapkylog with the 1lmod& thaldha Code tioctopOtate Rigelialoa Mot Product 6" MAX. HEAD /SILL CORNERS 05 1 • • • • • •• •• •• • • • •• •• • 43 c m irs 0 0 0 4 N fV J t1i 3 u1 u • IRe • . a . � • • z :.,k.- o ova yi 55 x cLe . .. 1 z 4 • 1 • 10 b8 8 8 8•o > � -. fir! s 8 - C.o'•o C • 0 CV 1 • '- 0 00• • drawing no. W03 -56 sheet 1 of 8 EQUAL LITES` WINDOWS ' DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES 'E'. 'C', 0' & 'E' GLASS TYPES 'H'. 'C', D' & '5' WIDTH HEIGHT _ EXT.( +) INT.( -) EXT.( +) 1NT.( -) EXT.( +) INT.( -) 19 -i/8° 26 -1/2" 37" 42" 49" 53 -1/8" 26" (3) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0_ _ _80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/6" 26 -1/2" 37" 42 49 53- I /8" 38 -3/8" (4) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2" 37" 42" 49" 53-1/8' 50 -5/8" (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2' 37" 42" 49" 53-1/8" 58" (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8' 26-1/2" 37" 42' D 49': • • o 53 -118: • to, ••• •I • 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 • •70.0 80.0 80.0 90.0 80.0 90.0 78.0 80.0 80.0 90.0 80.0 90.0 ' 19-1/8" 26 -1/26 • I:. .: Die.. i 42 ". • • 1 49 i 53 -1 /8i • : •••••40 • 70.0 80.0 80.0 90.0 80.0 90.0 80.0 80.0 90.0 80.0 90.0 68" :..'72.0 • (6) • 80.0 80.0 90.0 80.0 90.0 . • J0.0 80.0 80.0 90.0 80.0 90.0 • ...AO 80.0 80.0 90.0 80.0 90.0 ••••••- - - - 80.0 90.0 i 19 -12f8" • 26 -1•2" 1 37;••"•74-1/4 ..•• 42 " 49' 53-1/8" • • •' . • 9e.0 80.0 80.0 90.0 80.0 - 90.0 . • : • 80.0 80.0 90.0 80.0 90.0 • 75.0 80.0 80.0 90.0 80.0 90.0 (7) 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 - - - - 80.0 90.0 19-1/8" 26-1/2" 37' 42" 49" - - - - 80.0 90.0 - - - - 80.0 90.0 80" - - - - 80.0 90.0 (7) - - - - 80.0 90.0 - - - - 80.0 90.0 UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES 'H`, 'C'. 0' & '5' GLASS TYPES '8'. 'C', D' & '5' WIDTH HEIGHT EXT.( +) 1NT.(-) EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) 19-1/8" 26 -1/2" 37" -42" - 49 53 -1 /8" 50 -5/8" (5) _, _ 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 74.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2" 37 42" 49" 58' (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 800 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19-'1/8" 26-1/2" 37' 42" 63" (6) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19-7/8- 26-1/2" 37" 68" (6) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1 /8" 25-1/2" 74 (7) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 • • • • • • • • • • • ••• • • • • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. STD. TOP RAIL S -1000 _aTQ._.TQP RAIL S -1050 w HEAVY DUTY TOP RAIL S -1000 HEAVY DUTY TOP RAID S -1050 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 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. ." ARSHAO VIQAR C ML FLA. PE 1 38853 C.A.N. 35.38 SEP 0 1 L009 PRODUCT REVISED astemsdybalt with the f! ei& MddIDI Cade AnoVirace l4a Date • • co 3 W •• • • • • • j z o o va o 0. CC l N 0 1 1 0 0 0 0 J 3 W 2 1 '' ao 0 as 0. 2 0 drawing no. W03 -56 [sheet 2 of 8 ) FAX. (305) 624-7777 • • • 4 • . ; •; •4 • •4 • • • A 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING • 0000 • • • ••• • •.• • •• • • • ••• • a 0 J 0 0 O 0 W. r.,,• • • • • • • W • •••• • • • • • • •• .• • • 00.41 • • • •• • • • • • 4 • 1 a 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING v o METAL STRUCTURE TYPICAL ANCHORS SEE ELEVS. FOR SPACING v • D a. 0 J MIAMI —DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEVS. FOR SPACING SERIES -1000 VENT WITH SPRING LOADED LATCHES Engr: ARSHAD VIOAR CML FLA. PE / 3&783 C.A.N. 3538 fik SEP 0 1 2009 W000 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 1J4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy =155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1i 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") 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 = 1-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE rc 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK I'm a 2000 P51 MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEP HOLES: W 1 = 1 -1 /2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1 -5/16" NOTCH AT EACH END PRODUCT asylum ms womplyirag with the Reap Barseag Cede Asseptetta Nh lbetnages Mote J r r• • • z H d 0d a. o Qt vo a.Q o P e gi � 0 .ai W y .1 �Q 4 W g2 9 m 8 n 0 9 J z z W ZIE V! • o • • • w • • 0 • - 41m • • Sit • 1. • 0 • 4S e•l m • N iC 0 0 0 0 0 W 0 v W to rn l:, 0 • a. 2 0 ' (5 w 0 Yo �V drawing no. W03 -56 (sheet 3 of 8 ) • • • • • • ..... • . . ••••1 • • • •. 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 d ° a d a O 4 d a • 4 O s 0 0 • •• • • • • • • • • • • • • • •••• •• •• • • • • •..I• •••• •••• • • • • • • •••• •••• ••••.• • • • •• a• • • • • •• • • • •• 1• • • • • •• 1• 4 4 n d 4 a 11 11 O 44 1BY WOOD BUCK O 4 4 d a a s 4 a OPTIONAL TO BOTTOM LATCH 2 1 U) TYPICAL ANCHORS SEE ELEV. FOR SPACING B1 v v 0 O 0 0 z W v 9— 7 • V OPTIONAL TO BOTTOM LATCH J 0 W 1 1— J N CO �W • • (/1 SERIES -1050 VENT WITH SWEEP LATCHES Engr. ARSHAO VIOAR CML FlA. PE 9 38863 C.A.N. 3338 SEP 0 1 Z009 PlitetERICT REVISED eseomplji ag with Ow R?;aride Dad' km Cod.: Aseareaaee No Date •• • • • • 1 • • • 1 • • 1 • •• •. 1 •• .� ••• ••• •• • • • 1 ▪ U • C :1141 U 1 0 0 • ,, W 0 • ll U Q. _. • O O O V O O O A N f o - o p • drowing no. W03 -56 (sheet 4 of 8 • • • • •• • • • • • • • •• ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ESI001 -1 1 FRAME HEAD 6063 -T6 - 2 ES1002 -1 1 FRAME SILL (STD.) 6063 -T6 - 2A ES1101 1 FRAME SILL (HI -RISE) 6063 -T6 - 3 ES1003 2 FRAME JAMB 6063 -T6 - 4 E51005 -1 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063 -16 - 4A ES 1051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 6063 -16 5 ESI004 -1 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6063 -T6 - 5A_- :' ;; E52004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCH) 6063 -T6 58 E51052 1 STD. VENT TOP RAIL (FOR SWEEP LATCH) 6063 -16 - 5C ES1053 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCH) 6063 -16 - 6 ES 1006 -1 1 VENT BOTTOM RAIL 6063 -T6 - 7 ES1007 -1 2 VENT SIDE RAIL 6063 -T5 - 8 ES1008 -1 AS RQO. GLAZING BEAD 6063 -T6 - 9 ES1009 -1 2/VENT SPRING LOADED VENT LATCH 6063 -T5 AT 6" FROM ENDS 9A - 2/VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS 98 #8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS 10 ES1012 1/LATCH LATCH SPRING ST. STEEL - 11 ES1010 AS REQD. GLAZING WEDGE SOFT PVC - 12 #8 X 1" 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 13 ESI011 2/VENT SASH CAM CELCON - 14 43620 -187 AS REQD. PILE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 43628 -187 AS REDO. PILE W STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 16 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY BSI 17 - 2/ VENT SPIRAL BALANCE - 18 E51013-1 2 SASH STOP - - 19 ES1505 - FLUSH FRAME ADAPTER 6063 -15 OPTIONAL 20 - 1 5/16" BOX SCREEN - OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • •• • • • • • •i•* • MAX • \ • •Q •• •••• •• • • • 2BY ••r QUCK oR WO W D STRUCTURE MIAMI - DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1 /4" MAX. SHI TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SERIES -1000 SERIES -1050 Engr. ARSHAD VI(AR CVIL FLA. PE 1 38863 C.A.N. 3538 SEP 0 1 2009 METAL STRUCTURE 111 ItgaiDUCT RIE: 1?4..) as attoptrag w. :la 1Ia4 1r1:'.3dda Sagi al,,1 Caciq. Aaaaaacore No IData .• • • • ••• •• • • • • •.• .•• • • z O - I W — o a c O t a v C • C W C9 Q4ap 0 r — .O t {�• 3 _ C " 612 c 8 drawing no. W03 -56 (sheet 5 of 8 • • • • • •• •••w • • • • • • • • • • • • • • • • • • • • •••••• • ALT. • • • • • • • • •••• •• •• • • • •••• • ••• • • • •••• •• •• • • • • e • •• • • • •••• • • • •••• ALT. _ • TYPICAL ANCHORS SEE ELEVS. FOR SPACING •• •• • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr ARSHAO VIDAR CIVIL FLA. PE 9 38863 C.A.N. 35.38 SEP 0 1 2009 ?RODUCR'R; VISz an ealnptyiag with she Runde arkilstg 'Lade Aeseploace Li , —4 / • • • • • •• • • •••• ••• • ••• ••• ••• •• • • •• 8 a • • 1 10 •9 '3 Lai co in 3 J 0 0 0 • .• to 4••m am o a 0 0 I rt1 . M•. P: .-• o p • o • .,, • 4111 V • nnA�l as 0 0 0 .0 O 0 0 0 • O O o v drawing no. W03 -56 (sheet 6 of 8 • • • • • • • • • •• • • •••• • • •••• • • • • • • •• • Q FRAME HEAD 2.330 11 • 1.250 .710 .874 .969 .7 9 .813 h^ --- 2.330 .062 813 2.392 .809 .750 2.186-1 .813 1.242 .062 • • L1.344 FRAME JAMB b �} r _ .328 .543 .250 GLAZING WEDGE .868 fl 94g- . 1.149 •• •• VENT. SOTTO i1 Rte,. • • • • • • • ••• • •• 2.188 i 88* • • •••• • •••• • • • 2.457 ••• 2.331 .062 FRAME SILL (STD.) .930 1.400 2.502 .770 .857 2.190 715 r _ 1.434 .062 VENT LATCH .803 .062 .837 h� GLAZING BEAD .813 VENT SIDE RAIL 1 .500 I-_ 2.268 19 FLUSH FRAME ADAPTER .062 .930 FRAME SILL (HI -RISE) STD. VENT TOP RAIL SERIES -1000 .062 - 1.250 H.D. VENT TOP RAIL SERIES -1000 + .99 2 1.212-- MEETING RAIL SERIES -1000 1.675 1 2.113 5 1.250 STD. VENT TOP RAIL SERIES -1050 .062 .992 -1 H.D. VENT TOP RAIL SERIES -1050 1.212 MEETING RAIL SERIES -1050 .994 2.181 Engr: ANS / 0 VIQ AP. CIV&I RA. PE B 38863 CAN. 3538 SEP 0 1 2009 6'ATUUCT REVISED as man*** with Ibe !bride DSLlcon Code hcorgzsalace Re A,'- I . /,.. O . • god • • • • • ••••I •• • • •••• ••• • ••• •••• • ••• • • • 8. O d C. • Q O= v'o I I • pt 8 oL .1 Oa t O Elz ✓ • • • • H dl • • o a W (0 In rt Z J a 3t 0 0 sheet 7 of $ • drawing no. W03 -56 • • • • • •• • • • • • • • 1 • • • •• 1 • • • • 1 • • • 1 • • • • • • • • • • • • • ••••r •••• •• •• • • • •••• •••• •••• • • • • • • • • • • • • • • • • • •• •• • • • • • • • • •• • • • • •••• • • • • •••• VENT CORNER DETAIL FRAME CORNERS DETAIL Env: AR5HAD int2AR OVG. FLA. PE 38883 C.AN, 3538 SEP 0 1 2009 P oo!Jcr' REVISED as complying with .the Markle MAK r eke komptanot No fx.phrottsta Dote •• • • • • • • • •• •• • •••• • •••• • •• •N •• • • • • c � •-• 0 to 1. .. 1) a v 0 C o 2 O M o tr t. tf • •• Jf 0 0 0 O ri Q o r V_ s. N W w N r�) 3 O. 2 0 0 4 drawing no. W03 -56 sheet 8 of 8 • • • • • • • • • • • • • ••