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WS-12-498
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171404 Permit Number: WS- 3- 12-498 Scheduled Inspection Date: May 07, 2012 Inspector: Bruhn, Norman Owner: DE LUCA, BEATRIZ Job Address: 150 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: 1 AWESOME SERVICE LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132140 Phone: (786)206 -9008 Building Department Comments RE -TRO FIT OF NEW IMPACT WINDOWS AND DOORS Inspector Comments Passed G,2o�� ✓ r r� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 04, 2012 For Inspections please call: (305)762 -4949 Page 17 of 50 Miami Shores Village Building Department f 10050 N .E.2nd Avenue, Miami Shores, Florida 33138 1� t � Tel: (305) 795.2204 F� (305) 756.8972 L 12_ „ � raw"( INSPECTION'S PHONE NUMBER: (305) 762.4949 3 UIL ING Permit No. UO 1 Lf PERMIT APPLICATION FBC 20 RECEIN 11 ;:i.a MAR 21 :112 '3Y: Master Permit No. Permit Type: BUILDING ROOFING ��,,, �p `� OWNER: Name (Fee Simple Titleholder): � 1 eB ` t 1 Phone#: O c- (1-`t s (Oa 8(" Address: 1 SV xis `CC City: /Wang! „holes . sue: PL Zip: 3313$ Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: I SD 'Jo t ®e City: Miami Shores County: Miami Dade Zip: 331 Si; Folio/Parcel#: is the Building Hi torically Designated: Yes NO ✓ Flood Zone: CONTRACTOR: Company Name: 4.. 41eso rn e Service a L mono: 116 - 02.0& -'700 e Address: Z 9-2- ' f a 5- 64- City: Pik... Cvtr'Yl ; State: rC zip: 3 312-2 Qualifier Name: 1O4 Iri s CJ rte , c, S Phone#: 3-8C0 - Zee) - Wog. State Certification or Registration #: i.6) C. I S-1 Ci Mc) Certificate of Competency #: Contact Phone#: G1 7 — L+ g2. -%P 0 C. Email Address: in & e eeorn e-rvke . DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ -4' l V ®' '0 O Square/Linear Footage of Work: Type of Work: OAddition ❑Alteration ONew GifirtepaidReplace Description of Work: Re—ire) -A+ i 3c0 61 4- LiDemolition im 2cck 03(n dh'S r -,c( doors • * ******* *** *** es *************evie F e***** a oe spa*** ******* ****ce****** *** Scanning Fee $ Radon Fee $ 4) Submittal Fee $ , j Permit Fee $ `�7 U CCF $ G CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 251 ° 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 attaclwneni 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 Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this 00"" The foregoing instrument was acknowledged d before me this day of ' 20 L, by f!' er/Zitri , day of MZtieh, 20 i 2.7 by Mererivin T o , who is perso y known to me or who has produced 4?.0– who is personally known to me or who has produced fe64-2If kilookft , as identification and who did take an oath. Oi6457-3o1 ( —0 As identification and who did take an oath. NOTARY PUBLIC: Sign: 91ERNAN J ROJAS : MY COMMISSION # DD906046 EXPIRES October 12, 2013 NOTARY PUBLIC: Sign:. My IlketaidWIMISSION # DD908046 EXPIRES October 92, 2013 (407) 398-0153 FloridallotarySeMce.com (407) 388.0153 FlorldalloteryServlce.com rRaR�R Rr **4 8... a.2tittos ate'' *6iEB8***** **** ****** ****** **6Y*EE**X99:+Ir1CRY�Ye+1 ********R�AaP*****B J'/� Plans Examiner APPROVED BY Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3115/09) CERTIFICATE OF LIABILITY INSURANCE i umplotentrAl -.. L . • ,. . i ____._____4 i THIS 1:11,i4ICATES =JED ASA MATTER OF NWORINAITON ONLY AND CONFERS NO.RMITS DOOR THE ofstrinpag HOLDER This 1 c;ERDFICATE DOES NOTAFFERNATIVELY OR NEGATWELT Amato, WEND OR ALTER-We COVERAGE Appommin BY THE Kimile* i BELOW. THIS mamma OF INSURANCE DoES NOT CONSTITUTE A CONTRACT BETWEETi THE-IMENO MINNOW AIRTIORIEE0 1 REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER . i,... _ 1 AIMMINIMAIMIREkthe lisik‘tles) eputiDiTeRaipiet DT StEarKiRTION ORME% DObjett IO i lime Wm. and cOnditians of Um peDiakcerbin potties *ay requiroan widAttietnent A !MUER* Du UP$ ceseaREDE Rues Rut OWN delta IV the Notietato,hederktftmer soh (*imams** . Mot-- Sauter Arnakez . . 1 14443e.484, jitik.--- (303) 43340N. ,_ 12L14941. (305)420.0814 . 01Fideltakiak,tifilftlialat , . . . -44SURERS)tAINN4iSCP4r44* FN (305)4204814 . i oiguagit A :. . WORM SPEC** DISLIRANCE CO — PRODUCER Gockkotal Riali3 -Sambas. *V 11880 $tAI 8st Su ile SOO 1 Mtn* fL-331.84 Phone (365) 4334068 POURED 1 Awestwe SOMCE, Lie 7272 NW 25 ST 1 MIAMI, FL 33122 (788) 7054008 COVERAOES OtRITFIrATE NUMBER WAWA* i MMO( PI tratilqi ; RAICt REVISION r 1141 1$ MTV:. TfY litArtte R9LEME OF2SIMANCEi I CERTIFICATE MAY DE ISSUED OR MY PERIM% TRE EXCLUSIONS AND DORDMORE or MICH Po, • LIST:43 EflOw HAVEEN ISSUED T9F ThEaliatIRED NANFSD= FOR TRE PtLT ipSf. ,PERrlii0r: RISURANCE PiFFORDED BY IRE POLICIES DE= !DOWN IS ELERECTIO OIL THEIERDEL WITS ERCPADIVAV HAVE:DEER REDIP:ER EIV PAO CiAsisi — , . . 117Cc w mum= t voucytootes* ,';.N.:+14: 4; :•!4,1/41- .i.,,V. OM i DERERAL LAANLITir 1 Wi C0MMEROAL:MREI4AL 1.1444.BY i t.:j -,-..J =swum* W meta , [ , f ' i $ I DA000.00 ..'''* X, . —1740: ^- --4:.7:..,.`,,-. .,, i ., OsfAggazi _ e00040 .. ..._.„„, I OOKEDS4 i ssaiimporytetti owls . 1 s ,Pe4wAni i 12120,thi 1 i 1204202 ' , I PERGV44. SAINM.R/Frie I 1 1 ROPAX00 f t.....1 I i : - GENERAi. AGGREGATE. I. 4 2,000,000.00 .1 1 GEM. AGGREGATE LEW APPLES PER: 1 , Mt POL1OV 1 ci LOC ..... ... . . :. 1,FRODUCT$ -CCDOOPRIRI 1 $ 4urAMX10374 • . . e $ r iturOuttdetE• ONEDutv I t i fl Atir N.rro i ALL OWNED ;I. -1,1.° ° --,•, i' Li MOOD ,.......; . - ■ , 1 D KIIDED AUTOS 0 oZi." i Ei, 0 1 i 1 -ri toeNtELLALIA13 t--1 I L....; ! OCCUR I 1171 MESS ME IL1 ciAms.fitmt I ; i L-ti MO ta IlgrentOteS s s I WORKERS.COMPERMOR t t- , lob PAP.tanow WWII( € i I 140=CUTIW, r---4PetA 1 Maliditini:18444 I 11 1 ! . i . . . . i 1- stsmpassaver persotts-11-- i , . . 1,---- :• ,: LIIODEYDLERY1*.t smell $ 1 . . $ 1 , s e. . . .: I. . ,. 1 AGGRECRIE r s . ; : I 1 $ ° : i r---ArmaLk c IV IT 1: EEL EitiettnCearl . c : f t..t,. 014FAIW ,'E44-4400114 4 .1' ! 4r4dM larOPMATIONI tele* i Et., MEADE -POLICY LEW I $ ' • - i , i 1 L • ; - 1 NEN*Ovrioti ppOPERATOttscitacA 001147 I GENERAL CONTRACTOR I . **FP Vt. Addligtananiomvta, Satiedi* V anife Aiwa* is vocisfteag) . . • 1 AGM ZO PPM (r CERTIFICATE HOLDER. MIAMI SHORES VILLAGE IMO NE 2ND AVE MIAMISHORES, a 33130 ANEUON ; • :SRO= ANY Or TRE Aumpixagasio poutaugatcs. BEFORE i INE UW* IjATE 1WONIDF.14141ICE1ALL SE DELIVERED* ACCORDARDEVOTH1Re PO.UCY PROVRECAVik,„ . . ADDIGIEUPD coRmiA Alifiefitansariod. !COM rOmt.anotiogiisys ratAdotot cif ACOlia STATE OF FLORIDA REGULATION DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULA 1940 NORT8 �o�o$SST��CENSING BOARD. TALLAHASSEE FL 32399 -0783 PENAS RODRIGO 1 AWESOME SERVICE, LLC 500 L LANDALLEIBEA�CHS BLFL 33 24 009 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our boxersoto barbeque restaurants, and they keep Florida's economy strong from Every day we work to improve the way we do business in order to serve For information about our services, please log onto www There you information � � impact subscribe to department newsletters and about e Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve congratulations new Gcensel Thank you for doing business In Florida, and DETACH HERE (850) 487 -1395 STATE OF FLORwA AC# 5676:. DEPARTMENT OF BUSINESS AND .PROFESSIONAL REGULATION CGC1519899 08/10/11 11003547 CERTIFIED GENERAL CONTRACTOR PENAS, RODRIGO 1 AWESOME SERVICE, LLC IS C.BRTIFIED under the Provisions of Ch. 489 ssedratien date. 23.134 31, 203.2 L11081000233- ,c# STATE OF FLORIDA DEPARTMENT YRI REGULATION CONSTRUCTION II LCCENS BOARD SEQ# L13.08100023 08/10/2011 110035471 CGC1519899 the GENERAL CONTRACTOR Satned below IS CERTIFIED Mader the provisions of Chapter 489 FS. 3xpiration date: AUG 31, 2012 PENAS, RODRIGO 1 AWESOME SERVICE, LLC THREE ISLANDS A330_ 24 HALLPALEEACH L09 RICK SCOTT KEN LAWSON assn VH'r?v JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION is CERTIFICATE OF Elam TO BE EXEMPT FROM FLORIDA W CONSTRUCTION INDUSTRY EXEMPTION 08 -24 -2011 Team LAW * * This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 08/24/2011 EXPIRATION DATE: 08123/2013 PERSON: PENAS RODRIGO FEIN: 260457945 BUSINESS NAME AND ADDRESS: 1 AWESOME SERVICE LLC 7278 NW 23RD STREET • WESTON FL 33024 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT Pursuant to Chapter 440 . OR14). F.S. an section may not recover benefits or compensation ender this scope of the heathens or trade listed on the notice of el election to be exempt shall be subject to revocation if. at certificate no longer meets the requirements of this section named on the certificate to meet the requirements of this on. of a corporation who elects exemption hem this chapter by flung a certificate of election under this . Pursuant to Chapter 440.06(12). F.S.. Certificates of election to he exempt —. apply only within the to be exempt. Penman to Chapter 440.05113). F.S.. Notices of election to be exempt and certificates of time aiter the filing of the notice or the issuance of the t ertifiaae, the person named on the entice or Issuance of a certificate. The department shell rotate a certificate at amt time for Mime of the pennon DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE QUESTIONS? (850) 413-18 CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OP FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT PROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 06/24/2011 EXPIRATION DATE: 08/23/2013 PERSON: RODRIGO PENAS FEIN: 260487945 BUSINESS NAME AND ADDRESS: i AWESOME SERVICE U.0 7270 NW 23RD STREET WESTON. Fl. 33024 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT Pursuant to Chapter 440.05(14), RS, an officer of a corporation who elects exemption from this chapter by fling a certificate of election I- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S.. Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meet: the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section QUESTIONS? (850) 413 -1609 * Carry bottom ports OWC-252 CERTIFICATE (IF Fri F(:TfnM Tn err FxceaeT omit CUT HERE n on the job, keep upper portion for your records. ni -++ 115 S. Andrews Ave., Rm. A-100. Ft Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOB R 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name :1 AWESOME SEE CES LLC Owner Name: HERNAN ROJAS Business Location: 7785 NW 22 CT 106 PEMBROKE PINES Business Phone: Rooms Seats Employees 2 Receipt #:325-23037 Business Type:C} JANITORIAL Business Opened:01 /22/2008 SiatelCounty /CertlReg: Exemption Code:NON$xEMPT Machines Professionals For Vending Business Only Number of Machines: Vend hn T Tax Amount Transfer Fee NSF Jee Penalty Prior Years Collection Cost Total Paid 33.00 3.30 0.00 0.00 0.00 0.00 36.30 THIS RECEIPT MUST BE PO TED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS -THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: HERNAN ROJAS 7785 NW 22 CT #106 PEMBROKE PINES, FL 33024 tax is levied for the wivilege of doing business within Broward County and is - regulatory in nature. You must meet all County and/or Municipality planning zoning requirements. This Business Tax Receipt must be transferred when business is sold, business name has changed or you have moved the location. This receipt does not indicate that the business is legal or that in compliance with State or local laws and regulations. 2011 - 2012 Receipt #018 -10- 00005083 Paid 09/23/2011 36.30 Permit No: 12-498 Job Name: March 23, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide wind load design criterion in compliance with the 2010 FBC, ASCE 7-10. Stopped review. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 , —U$,(e Its' 9 5 ',a ll 0 �,l2co�►2— bea-Vo de 1A)C4x \ S \ 00 Ni ownt 5nocej 'FL 33 138) vJ octou s LDoov fy`lit £9x 7(% c9xbf )h Xo) a - (N) XOx73 +.1 (v) ; x 2, I LS kai Xbi 6` a46 '3H (to 4 ')cm"\C (1')4-1 '9 1 ."4. i '''N' a� v0 0 (2 4R xo4ox J 63 3/'-1 X 57) 9g (t) -P Ot _.►, \),-Licor RECEnt ED Aae p 4,2pt2 BY:_, MECAWind Version 2.1.0.5 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date Company Name Address City State File Location: : 4/2/2012 Project No. : Cesar Soto, P.E. Designed By : 6157 NW 167th Street Description : Miami Customer Name : FL Proj Location \ \psf \Home \Desktop \Beatriz de Luca Windloads.wnd Directional 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 = : Cesar Soto, P.E. : Beatriz de Luca : 150 NW 100th Street, Miami Sho Procedure All Heights Building (Ch 27 Part 1) = 175.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 2.22 : 12.50 15.00 2.00 12 ft ft ft Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = C No = 0.85 = 900.00 ft = 1.00 - 0.65 = 500.00 ft • 15.00 ft • 10.49 Deg = Gabled - 10.00 ft = 2197.00 ft^ 40.00 ft Bldg Width Across Ridge= 50.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 15.00 ft = 0.23 = 427.06 ft = 0.92 - 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi = +/ -0.18 GCPi : Internal Pressure Coefficient Figure 27.4 -1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems p. Date Company Address City State MECAWind Version 2.1.0.5 ASCE 7 -10 Developed by MECA Enterprises, : 4/2/2012 Name : Cesar Soto, P.E. : 6157 NW 167th Street . Miami : FL File Location: \ \psf \Home \Desktop \John Inc. Copyright 2012 www.mecaenterprises.com Project No. Designed By : Cesar Soto, P.E. Description : Beatriz de Luca Customer Name : - Proj Location : 150 NW 100th Street, Miami Sho Windloads.wnd Boyle Gable Roof ? <0 <43 Wind Pressure on Components and Cladding (Ch 30 Part 1) Width of Pressure Coefficient Zone "a" = 5 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf Zone 4 Zone 5 2.00 5.00 10.0 4 0.90 -1.10 61.10 -72.41 2.00 5.00 10.0 5 0.90 -1.40 61.10 -89.38 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 0.85 = 56.57 psf g)4; Z + 61. ;O ?sF / - 1 pcF Z5-7,ko- 61. ID Psf / 9- 3$ Ps f aicf Z,4 J(1 X 0. b0 3 .( e psf i- 13.45 ?SF �c454 = &)1-1 x o"`° = +3"‘ Psf / -s,?-43 P5r Cdr BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Qusy►bridge 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 (MU). This NOA shall not be valid after the expiration date stated below. The Miami Dale County Product Control Division (In Miami Dade County) and/or the MU (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 Al3J 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,L 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 Vigor, 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 Pearez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 372-6339 www.mbpnidadueov/buildhmeade 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 Vigor, 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 marked --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 #08-0327.13) 3. Test reports on: l) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAB 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, 201 -94 Manuel Perez, Product Control NOA No. 09 -1008. Expiration Date: November 06, 2013 Approval Date: December 23, 2009 E -1 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. FTL -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 20294 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 Al- Farooq Corporation, dated 07/30/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (13CCO). 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 Bntacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 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.L, approved on 07/ 08 and expiring on 11/06/13. E -2 Mane l P s" P.T. Product Centro t NOA No. 008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 1/8' ANN. GLASS .090' NTERLAER 'DUPONT SENTRYGIAS PUPS' -1 /S' ANN. GLASS SWOONS DOW CORNING 795 GLASS TYPE 'A' 1/8' AN. GLASS .09D' INTERLAYER 'DUPONT SUTACLTE PVB' 1/8' ANN. GLASS DOW CORNING 795 GLASS TYPE 'B' 3/18" ANN. GLASS .G" INTERLAYER WUPONT SENTRYGIAS PUSS 3/18' ANN. GLASS SWOON DOW CORNING 795 GLASS TYPE 'C' 1/8' HEAT STREW°. GLASS B° MAX ,090° DUPONT SENIRYGIAS PLUS f IE/S1U. RS 1/8' WENT STRDI'D. GLASS r- -T— SILICONE DOW CORNING 795 GLASS TYPE Al' 1 /5' HEAT BTREN'D. GLASS 090• INTERIAYER DUPONT BUTgBTE PMB' 1/8" HEAT STREN'D. C1ASS SILICONE DOW CORNING 795 GLASS TYPE '81' 111' FALSE WOWS BE MPUEO 33 1/2' D.L. OPG. 37 8/8" VENT NCH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 5 /32" HEAT 81REN'0. GLASS .090" INTERLAYER 'DUPONT BUTACRE P88' 1/8' HEAT =EMI GLASS SILICONE DOW COMMIS 785 GLASS TYPE 'D 5/32" HEAT STREN'O. GLASS .090' INTERLAYER 'DUPONT SENIRYOLA8 PLUS 1/8' HEAT STREN'D. CASS SILIGOIC CORNING ING 795 GLASS TYPE 'E' 33 3/8' D.L. O RG. TYPICAL ELLVAT1ON SERIES 2000 33 1 /2" 0.1.. 0110. 37 5/8" VENT WIDTH SERIES- 2000 /2050 ALUM HQRIZ. 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 N.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 MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT FIAS BEEN DESIGNED AND TESTED TO COMPLY W4TH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VFI.CCOY HIR ISCAHE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST SE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAW. BE AB USTED. SPACED AS SHOWN ON DETAIS, ANCHORS EMBEDNOR TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN CESGN Of ANCHORS INTO WOOD ONLY. MATERIALS INCU91N1G BUT NOT UMIEO TO STEEL//METAL SOREW3. THAT COME MO CONTACT WTtH OTHER DISSIMILAR MATERIALS SHAU. MEET THE REQUIREMENTS OF 2007 MORA BLDG. CODE SECTION 2003.8.4. , • .SEP 14 LAMINATED GLASS LARGE MISSILE IMPACT 1111.: MIMI' NEVUS* L rk, OMN* • Ii. fJ.f, -. I, • V♦ Z re hd i g S W03 -75 LsI!et I of EAMON VENN 10' MAX. (A) HEADAILL I ..4====+ ii --- -111111 11 =- -1L-3' 11 11 (��FRj� i 4 it © -j% - -- •- 11 .4==— 11 I' \J 11 I i1 1 M' ii -�- G �7'- �`\.¢$ 11 *- ilel I ==4==a 11 �1 il, it vL d3 _ i 11 ;i === }t 74. ..a: 11 ';,51 ==a C-tea Qlx saa 11 11 11 ii ---4"--------41,-, 0 4 11 J L FALSE WOWS BE MPUEO 33 1/2' D.L. OPG. 37 8/8" VENT NCH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 5 /32" HEAT 81REN'0. GLASS .090" INTERLAYER 'DUPONT BUTACRE P88' 1/8' HEAT =EMI GLASS SILICONE DOW COMMIS 785 GLASS TYPE 'D 5/32" HEAT STREN'O. GLASS .090' INTERLAYER 'DUPONT SENIRYOLA8 PLUS 1/8' HEAT STREN'D. CASS SILIGOIC CORNING ING 795 GLASS TYPE 'E' 33 3/8' D.L. O RG. TYPICAL ELLVAT1ON SERIES 2000 33 1 /2" 0.1.. 0110. 37 5/8" VENT WIDTH SERIES- 2000 /2050 ALUM HQRIZ. 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 N.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 MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT FIAS BEEN DESIGNED AND TESTED TO COMPLY W4TH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VFI.CCOY HIR ISCAHE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST SE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAW. BE AB USTED. SPACED AS SHOWN ON DETAIS, ANCHORS EMBEDNOR TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN CESGN Of ANCHORS INTO WOOD ONLY. MATERIALS INCU91N1G BUT NOT UMIEO TO STEEL//METAL SOREW3. THAT COME MO CONTACT WTtH OTHER DISSIMILAR MATERIALS SHAU. MEET THE REQUIREMENTS OF 2007 MORA BLDG. CODE SECTION 2003.8.4. , • .SEP 14 LAMINATED GLASS LARGE MISSILE IMPACT 1111.: MIMI' NEVUS* L rk, OMN* • Ii. fJ.f, -. I, • V♦ Z re hd i g S W03 -75 LsI!et I of ° DESIGN LOAD CAPACITY - PST (7i0 OR O8 SIZES) SERIES 200.0 /2080 =6D08 DI8{S. A STD. MTG. RAIL B.D. 167'0. RAIL GLASS TYPE 'A' cams TYPE 'W GLASS TYPE 'AE 01988 TYPE 'Bl' OIA99 TYPE 'C' G1A88 TYPE 'D' 61.88 TYPE 'A1' MASS TYPE 'BL' CLASS TYPE 'D' OLA88 TYPE 'B' MOTH NEON 851(4) 90.( -) EMI +) 6R.4-) Eno) ENT.(-) ExT4.) Oa.( ..) 28 -1/2' 37' 83 -1/6' 74` 28' (3) 3 70.0 80.0 70,0 900 70.0 800 80.0 804 4 70.0 80.0 70.0 90.0 70.0 80.0 500 90.0 8 794 800 700 800 70.0 800 900 90.0 7 700 40.0 70.0 900 70.0 80.0 600 90.0 28 -1/2' 37' 83 -1/6' 74' 31 -3/8' (3) 3 70.0 80.0 70.0 900 700 80.0 900 80.0 4 700 80.0 70.0 900 70.0 80.0 800 90.0 8 70.0 80.0 700 900 70.0 80.0 66.0 90.0 7 70.0 860 700 500 70.0 80.0 80.0 90.0 28 -1/2' 37' 53 -1/8' 74 38 -8f6' (4) 3 - 704 800 704 90.0 70.0 80.0 80.0 90.0 4 700 80.0 70.0 800 70.0 800 90.0 890 9 700 800 700 9.0 70.0 80.0 800 900 7 - - 70.0 90.0 70.0 80.0 800 80.0 26 -1/r 37' 83 -1/8" 74' er (0) 3 50.0 80.0 70.0 70.0 90.0 - 70.0 100 80.0 900 4 909 07.3 90.0 70.0 80.0 800 900 8 42.6 46.7 70.0 88.8 70.0 80.0 800 90.0 7 - - - - - - 509 800 24' 36' 44 60' 72' 24 OD 3 • 700 80.0 70.0 500 70.0 80.0 80.0 000 4 700 50.0 70.0 800 70.0 80.0 80.0 900 8 700 8160 70.0 900 70.0 80.0 80.0 90.0 6 70.9 804 70.0 900 700 80.0 80.0 90.0 7 70.0 50.0 700 500 70.0 90.0 80.0 60.0 247 30' 4W 80° 72' sr 3 704 80.0 70.0 800 70.0 500 80.0 00.0 4 700 50.0 70.0 904 700 60.0 80.0 900 S 70.0 604 70.0 90.0 700 80.0 800 90.0 6 70.0 80.0 70.0 90.0 700 80.0 80.0 900 7 70.0 800 704 900 700 80.0 80.0 900 24" 30' 48' or 7Y ( 3 70.0 80.0 70.0 800 70.0 80.0 80.0 - 90.0 4 70.0 800 70.0 90.0 700 80.0 80.0 90.0 5 700 800 70.0 700 904 70.0 50.0 50.0 50.0 0 700 900 50.0 70,0 60.0 890 90.0 7 700 800 700 50.11 700 600 80.0 90.0 24' 36' 46' WY 72' er 3 700 600 70.0 000 70.0 800 000 90.0 4 700 600 70.0 90.0 70.0 80.0 80.0 90.0 . 8 542 64.9 70.0 900 790 00.0 80.0 90.0 6 401 519 70.0 87.3 700 60.0 600 800 7 - - 70.0 707 700 78.7 504 90.0 A - NO. OF ROOM PER HEAD & EU. () - NO. OP' ANCHORS PER JAMB s10. BBL MOW/ RISER L607 1017.( +) 10A05 10 53.3 PR' MT E10.( ++)) LOADS TO 70.0 IMF 16 -RISE SLOT E1THOU47 RISER 10-RME . MN RISER 0101 EBT.( +) 14805 TO 67.5 P5' UMW EXT.((+)) 00A00 70 80.0 P9F STD. MTG. SAIL 5 -2050 5811.1886. RAIL 9 -2050 LI ITC. RAIL 8 •2800 11.1)._11111.....11611. 5-2083 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTEI E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OMB-DEC-219 • f BF ',Who DuW SEP 14 2009 ' DESIGN LOAD CAPACL"CY - PSF (xOX SIZES) SERIES 2000/2050 WINDOW DRIB. A STD. HTO. RAIL H.O. Iwo. RAID. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' CLASS TYPE `Rl' GLASS TYPE 'C' CLASS .D. 01Ai8 TYPE Al' GLASS TYPE 111' CLASS TYPE $' GLASS TYPE 'B' 910TH 80101T 97744) NT$-) E9T.(+) NT$ -) 0044) 94T$ -) 0(14,) 917.( -) 74' 008 - 1/97 11t' N 7 70.0 80.0 70.0 90.0 700 SSA 80.0 SSA TO 70.0 80.0 70.0 90.0 700 800 BOA 000 to - - - - - - 90.0 90.0 74° 109 -1/4' 111' 7 70.0 80.0 70.0 90.0 700 90.0 80.0 90.0 to 703 90.0 700 90.0 70.0 80.0 80.0 90.0 10 - - - - - - B00 90.0 74° 190 -1/4' 111° 7 704 90.0 70.0 90.0 70.0 80.0 900 00.0 56- (4) TO 70.0 90.0 MA 90.0 70.0 80.0 80.0 90.0 ID - - - - - - 80.0 90.0 74° DOB -T/4° D 1/') 0. 7 40.4 01.9 700 90.0 70.0 90.0 80.0 90.0 to 10 - - • - - - - -. - - 80.0 90.0 - - 80.0 90.0 73° 84° 917 190° 797 (7) 7 70.0 80.0 70.0 90.0 70.0 80.0 900 90.0 a 740 90.0 70.0 100 70.0 90.0 940 940 9 70.0 140 70.0 90.0 70.0 90.0 90.0 90.0 10 70.0 840 70.0 90.0 70.0 90.0 800 90.0 70- 84° 98• 1097 30' (3) 7 70.0 90.0 70.0 90.0 70.0 900 900 000 8 70.0 840 70.0 90.0 70.0 90.0 804 80.0 9 70.0 800 70.0 110.0 700 800 90.0 80.0 to 740 80.0 70.0 90.0 700 80.0 1300 000 77' Be 98° tor 48' (4) 7 70.0 80.0 70.0 90.0 70.0 IMO 900 900 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 704 840 700 940 704 80.0 90.0 900 to 700 80.0 70.0 940 70.0 600 800 900 797 94' 95' 109' 90' (8) 7 94.2 81.9 70.0 800 700 80.0 80.0 90.0 8 47.6 54.4 740 90.0 70.0 90.0 803 904 9 - - 70.0 834 70.0 840 80.0 800 10 - - 70.0 767 70.0 79.7 80.0 80.0 A m NO Of ANCHORS PER HEAD It S91 () ° P. OF ANCHORS PER JAW SM. SILL WITHOUT I R (1 /' (1/3W) S (4/39) OPERATING VENTS TO SE 1/3 OF THE WINDOW WIDTH STD SW. WHM RISER L181T EYT.(4) LOWS TO 83.3 PSI LIMIT E9T.( +) 10409 TO 70.0 PSI Oft. ar0. wa 0-1400 =6.900.840. 0-2224 an. mm. fun. 4-1000 14-RISE SILL 9040.1' RISER AWOL= am us! 0-1730 DESIGN LOAD CAPACITY POP' (xox SIZES) SERIES 2000/2080 WINDOW 91188. 0�f8 MOO STD. MPG. RAM ED. SIG. R6D. GLASS TYPE 'A GLASS TYPE 'B' EIT.( +) 8*.( -) &1.689 TYPE 'Al' CLASS TYPE '81' OAS TYPE 'G' E1 +) 811•( -) CLASS TYPE TY 6814 +) 9n1 -) GLASS TYPE 'Al' GLASS TYPE 'RI' GLASS TYPE '0' GLASS TYPE 'B' 281.(4) 0(T,( -) 74° 108-1/4' 101' a9° (3) 7 70.0 800 700 SSA 700 07.0 80.0 80.0 10 70.0 80.0 700 903 83.0 80.0 90.0 10 69.0 900 74° 108 -1/4° 111' 39 -3/8' (3) 7 700 900 70.0 70.0 80.0 600 90.0 10 700 700 804 800 90.0 to 900 900 74° 90 -8/8° (4) 70.0 90.0 70.0 90 900 74- 13' (5) 90.0 72° 64' Sr 108° a+° C4 700 70.0 80.0 80.0 740 70.0 80.0 904 70.0 80.0 90.0 900 9 70.0 80.0 710 004 70.0 80.0 80.0 10 704 60.0 740 900 70.0 80.0 104 800 7a° 84° 98' 108' 7 70.0 80.0 710 900 70.0 803 90.0 90.0 8 704 00.0 90.0 70.0 80.0 904 900 9 70.0 80.0 900 740 904 90.0 90.0 10 700 90.0 70.0 80.0 80.0 90.0 7x' 6s° 81' 48' (4) 7 70.0 80.0 740 900 700 80.0 80.0 90.0 a 70.0 9 800 80.0 90.0 90.0 7a° 60' (5) 7 800 90.0 18 -0190 SILL WITH RISER LIMIT 1317.( +) LOADS TO 11.7 PSF LMT 17R.( +) 10809 TO 80.0 PSI A - NO. OF ANCHORS PER HEAD & S LL () m NO. of ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WITH NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAATS -DEC -219 I� ettelilMT 'b� t(A PE 10t 9!19137 SEPI,4Z009 . A .R .yJ43 ^ � / J!! ff mug. ELEV. neICtI0R,9 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: 5£E ELEv. FOR SPACING 1/4° DIA. UIJRACON BY TLCO' (Fom177 KSi Fy-I55 KIN) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/B° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREM MACE 2 CPA) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. INK. _ .090°) INTO METAL STRUCTURES STEEL : 12 GA. WIN. (F)E = 38 KS! MIN.) ALUMINUM : 1 /B° THK. MN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) IYPLCAL Ea6E OL5TANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = INTO METAL STRUCTURE = 3/4° MIN. CONCRETE Fa - 3000 PSI MEN. C -00 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. WEEPHOLES: W1 - I- 13/18° 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 TYPICAL AIECHORS SEE SP� droving no. W03 -75 ghost 4 of 9 TYPICAL. ANCHORS SEE ELEVS. F011 SPACING IIXMX -DOSE COUNTY APPROVED MULLION $ MULLION ANCHORS SEE SEPARATE NM 1YPICAL ANCHORS SEE ELEV. FOR SPACING 8881* PAST 8 owns 083058110w *wrEgIA1. w8. /BUPPLI&t /s AEEs 1 61003 1 18144E HEAD 6083 -86 - 2 *32001 1 518. 88411E SILL 6153 -T6 - 2A 02012 1 HI-RISE ERNE 961 8083 -18 - 3 61083 1 F20i8 J4U9 6083 -16 - 8 251063 1/ VENT FEED RAa. (5 -2000) 806'3 -Y6 - 59 6.$1001 1/ VENT 12480 845. (8 -2090) 0063-86 - 8 231156 1/ VENT STD. vT31T SEEMS RAIL (S -2000) 8063 -86 - 8A MOOT 1/ VENT R.O. 148718 6128*5O RAIL (5 -2000) 6063-0 - N Etsto62 1/ 4681 STD. 11th* MEETING RAIL (5 -2080) 6063 -86 - 8C *81053 1/ VENT N.6 VENT ►4887010 R4*. (5 -2050) 8083 -TB - 7 E$10o7 2/ VENT TOP NW BOTTOM RAIL 6063 -89 - 8 231008 1/ 48118 .605 887(8 8063 -76 - 9 X006 AS *500. 01.42610 BEAD 6063 -83 - 10 - Effi902 1 SILL TRACK 4�ISERT 6063 -78 - .11V 552011 *1.5 RE00. 570. 561 RISER 8063 -86 - 12 581009 2/ VENT SPRWO 1.04080 VENT 1.47011 8083 -86 A8 8' mom ENDS ISA 51703 2/ WENT SWEEP LA8121 2A1MK AT 11' 871011 8809, BY INTERLOCK 129 88 * 1° 2/ 81101 14821 6i3TAU*50N 588865 - 8N 3 *9 13 89/0 *2 1/ LATCH VENT LATCH 328686 98. 988£1. - 14 C18251N AS RE15. 8012* *811.80 FABPoC N5tRIPP8*G - 586.205. 144 623321140 AS RBA. FIN SEAL PIE 6'37 - *11.18/649 19 t8 X 1° A5 R600. PRANE/VEN7 A4 3 SCREWS cos P.H. SNS -�. 16 j8 5 3° 2/ 1888 8R. RAIL 591. SCREWS (980. 591. E#ID) CRS P2*. SYS *BA %10 8 4' 2/ VENT 8*5. *015. 86b 608865 (HI-652 543. END) CRS PM. SMS 17 8232180 45 *800. VENT & 758 RAG. 691RPP6Ni - *11184840 18 623!6180 AS RE00. FRAME .005 15§TRIPP410 - 1A1RAFA9 10 *5*$ -100 2 942188 - M & N *11.481185 20 /8 5 1/2° 2/ 84881.E BAFFLE SCREW - Fit 545 21 551010 AS 1800. 01ADR0 0451128 SOFT PVC - 22 591007 4/ van ROLLER *10115480 & 0160E *1143111 - 23 842008 2/ 14818 -ROLLER 90433/58. 57. - 24 02005 2/ VENT R0115R PIN 58. STEEL - 20 - 1/ WEEP 0851 CELL FOAM PAO - 1" 11 3/4' K t° LONG 28 - 1/ VENT 5/16' 805 SCREEN - OPTIONAL 27 851905 - FWS** 17168 ADAPTER 8063-75 OPTIONAL .... _ 71)7/'X1:15,1 4. 11/ ?9,i drawing no. W03 -75 anent U SERIES -2050 vans rates s+ b vans SEP 14 2009 1Ct4 ?.0__9J 30 VENT TOP /8O1TOM RAT. FRAME HEAD STD. FRAME SILL FRAME JAMB U HI -RISE FRAME SILL SILL TRACK t SILL RISER 328 .943 p BULB VINYL GLAZING BEAD 8 VENT LATCH SW. MEETING RAT. 0 XERES -2000 STD. MEETING RAT. sam SERIES-2050 FD. 95 5120L ® 8_ H.D. MEETING RAIL SHINES -2060 FLUSH FRAME ADAPTER FIXED RAIL 95558 -2000 FIXED RAIL fik Zit 3807 SEP 14 2009 !hi! a I a drawing no. W03 -75 (sheet oT Y BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w Iwo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets I, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 0640 -04 and last revised on MAR 25, 2010, signed and sealed by Javad Ahmad, 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 Limitation: 1. Lower Design Pressures of Door, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options 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 # 09- 0825.04 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.miamiadade.gov /buildingcode NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09-0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS 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 drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08 /09 signed and sealed by Arshad Vigar, P.E. 2. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12 -11 -2010 2. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for. their "DuPont Sentry Glass® Interlayer", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by Al- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 09- 0825.04, expiring September 16, 2014. 2. Test proposal No(s) #09 -0225 dated 06/17/09, # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. 4t4.5 thvi-J Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 E -1 (4) ANCHORS AT MTG. STILES AND MULLION ENDS 8" MAX. HEAD /SILL CORNERS 33 11/16° FR. HEAD & SILL 148 3/8" FRAME WIDTH 73' I II ( FRAME HEAD & SILL 3" 8° II I 7 / II / II / / / \ U II , ACTIVE 3" 3" 33 11/18' FR. HEAD & SILL 6" I II LOCH ONIONS SEE SHEET, 2 FOR CAPACITY \ / INACTIVE / 28 5/18' D.L. OPG. 33 5/18' 28 3/18" D.L. OPG. 38 13/16" PANEL WIDTH LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE MITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). 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 SOREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 12' MAX. HEAD SILL II SURFACE APPLIED FALSE MUNTINS MAY BE USED 29 5/18" D.L. OPG. 33 5/18° PANEL WIDTH INSTRUCTIONS; USE CHARTS AS FOLLOWS. ID (4) ANCHORS AT MTG. STILES 6' MAX. HEAD /SILL CORNERS 76" FRAME WIDTH 73" FRAME HEAD & SILL 8 3- BUTT HINGES SEE SHEET 2 FOR CAPACITY TYPICAL ELEVATIONS TESTED UNITS STEP t 512 —2 STEP 3 EL LA STEP g DETERMINE DESIGN WIND LOAD REOUIRBEMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS, HINGES, LOCK AND FRAME SILL OPTIONS USED. FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. FOR SIDELIIE COMBINATION WITH DOOR OR SIDEUTE SEE MULLON CAPACITY CHART ON SHEET 2.2. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENURE SYSTEM. 28 3/16" D.L. OPG. (XX) NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. ITHESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. M J ./AINAD CIVIL FA PE 70562 C.T.N. 5538 MAR 24 2010 PRODUCT REVISED C4"PlYing WW1 BOUdiagCode IMFlKHd3 1.11,kraion Man BY-1 - 6o vet,Ate. 11, • Tan e 5 drowing no. W04 -51 (sneer T of 7 ) .II g\�r:_rr: i go / I \ LOCK OPTIONS SEE FOR CAPACITTY // \ / / / / // II i IL / j j J --d = r =_ =T / 't . ' n \ I yl I\ = = = =4 BUTT HINGES SEE SHEET 2 FOR CAPACITY TYPICAL ELEVATIONS TESTED UNITS STEP t 512 —2 STEP 3 EL LA STEP g DETERMINE DESIGN WIND LOAD REOUIRBEMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS, HINGES, LOCK AND FRAME SILL OPTIONS USED. FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. FOR SIDELIIE COMBINATION WITH DOOR OR SIDEUTE SEE MULLON CAPACITY CHART ON SHEET 2.2. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENURE SYSTEM. 28 3/16" D.L. OPG. (XX) NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. ITHESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. M J ./AINAD CIVIL FA PE 70562 C.T.N. 5538 MAR 24 2010 PRODUCT REVISED C4"PlYing WW1 BOUdiagCode IMFlKHd3 1.11,kraion Man BY-1 - 6o vet,Ate. 11, • Tan e 5 drowing no. W04 -51 (sneer T of 7 ) FRAME WIDT O X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', 'B & 'D' 'C' & 'F' '2' OPTION '1' OPTION '2' OPTION 'I' OPTION '2' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) NT. ( -) EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. ( -) EXT. ( +) INT. (-) 99 -3/4 37 -1/2 70.0 80.0 ROD 90,0 000,0 1200 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 35 -5/8 - - 90.0 90.0 100.0 120.0 00.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'XX' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAYS HEIGHT INCHES FRAME WIDTH INCISES GLASS TYPES HINGES LOCHS 'A', 'B & 'D' 'C' & 'F' '2' OPTION '1' OPTION '2' OPTION 'I' OPTION '2' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 99 -3/4 71 -3/4 70.0 80.0 90.0 90,0 90.0 80.0 80.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 78 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 HINGES; OPTION 91: THREE PIECE ALUM BUTT HINGE SY 'E.S. WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1" FH SMS (8) SCREWS AT FRAME. (5) SCREWS AT LEAF OPTION 42• FACE MOUNT 2 WINO PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM SASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS FA) ASTENEDD TO PER LEAF AT DOOR FRAME ND FROM TOP ATH BOTTOM 5/18 -24 X I" FH MS (2) PER WING jI.L. OPENINGS* D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. SOT. RAIL) O.L.O. HEIGHT = LEAF HEIGHT - 11.9375° (HI RISE SOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625° WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH OAYUTE GPO. 2/8 (X) 31 -1/2" 28- 11/18" 20 -1/18' 3/0 (X) 37 -1/2" 34- 11/18" 26-1/16' 3/4 (X) 39 -9/8° 38- 13/18" 28 -3/18' 5/0 (XX) 59 -3/4' 28- 11/19" 20 -1/18 8/0 (XX) 71 -3/4' 34- 11/18" 28 -1/18" 8/4 (XX) 78' 38- 13/18° 28 -3/18" NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER MC WHERE REQUIRED. HEIGHTS: OAYUTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD : HI- PROFILE BOTTOM RAH.; BOTTOM RAIL 8/8 79 -3/4" 77 -1/4" 89 -1/18° 165 -5/19' 8/0 95 -3/4' 93 -1/4" 85 -I/18' 81 -5/18' LOCKING HARDWARE; ACTIVE 1 Fes• OPTION 41: SURFACE MOUNT DEAD BOLT LOCX BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2' OH MS LEVER TYPE METALLIC HANDLE AT 37° FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8 -32 X 1 -3/4' PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC,' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4° FN SMS (2) SCREWS PER BOLT OPTION 42; 3 POINT LOCK SYSTEM SY 'INTERLOCK' AT 39° FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8 -32 X 2' 014 MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE PATH #8 X 3/4° FH 9M5 (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE IS REOUIRED UNIT EXTERIOR LOADS FOR AU. CASES AS FOLLOWS STD. SILL - +70.0 PSF (X & XX DOORS) HI-RISE SILL ° +90.0 120.0 ( PSF +120.0 (X DOORS) STD. S1T3, Ergr..IAVAD AHMAD CIVIL RA, PO 8 70980 CAN. 3538 MAR 2 5 2014 HK -RISE SILL 2.000 J PRODUCTREVLBED B Coda the Florida Ammo= No Hxpfimion DDmo y Mifatii Dadothv.L Caa40) DlHaian pi g 4 C a 1s droving no. W04 -51 cheat 2 of 7,,..) (0) STATIONARY PANEL (0) OR SMUT ES DESIGN LOAD CAPACITY — PSF FRAME HEIGHT FT. /IN. FRAME WIDTH INCHES GLASS TYPES •A• •8• •D• 'C•. 'E• 'F' EXT. ( +) INT. (—) EXT. ( +) INT. (—) EXT. ( +) INT. (—) 8/8 42 70.0 80.0 90.0 900 90.0 90.0 7/0 39 70.0 80.0 90.0 80.0 90.0 90.0 8/0 39 70.0 80.0 87.8 87.8 90.0 90.0 D.L. OPENINGS; D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. SOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE 801. RAIL) D.LO. WIDTH a PANEL WIDTH — 4.000° 3/19' H.S. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16' M.S. GLASS SILICO DOW CORNING 795 GLASS TYPE 'A' 1/8° H.S. MARS 090' INTERLAYER DUPONT SENTRYGLAS PLUS' 1 /8' H.S. GLASS SILICONE COW CORNING 799 GLASS TYPE '5' 3/18' H.S. GLASS .090' INTERLAYER ' DUPONT 9UTACITE PYB' 3/18' H.S. GLASS SIUCONE DOW CORNING 795 off GLASS TYPE 'B' 1/4" HS. GLASS .090' URERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8° H.S. GLASS SILICONE 00W CORNING 799 GLASS TYPE 'F' WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL m +70.0 PSF HI -RISE SILL o +90.0 PSF ci77 .900 STD. SILL 1 RI -RISE SILL 1/8° H.S. GLASS 1/8" H.S. GLASS .090' INTERLAYER .090° INTERLAYER 'DUPONT BUTACITE PYB' ^ ' DUPONT BUTACITE P08' 1/8° H.S. GLASS 9/32° X.S. GLASS SILICONE DOW CORNING 795 GLAZING OPTIONS GLASS TYPE 'C' SILICONE DOW CORNING 799 GLASS TYPE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 Cngr: JAWS AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 MAR 2 &2010 PRODUCTRBVISBD es courpIying with Do941n9 Coda the FloHda AAN/P1930, No Expiration Onto /, y , BF I._11'LMAN Miami Connal Division z F� 'ta S2 drawing no. W04-51 ,srlaet2.(of 7 MULLION DESIGN LOAD CAPACITY - PS? SIDEUTE WIDTH INCHES FRAME HEIGHT FI'. /IN• DOOR TO SIDEUTE MULLION BIDELTTE TO BIDELITE MULL UNREI4FORCED REINFORCED REINFORCED EM.( +)/INT.( -) EXT.( +) /INT.( -) EM.( +) /INT.( -) 24 \ 80.0 80.0 90.0 27 80.0 80.0 90.0 30 80.0 60.0 00.0 33 6/8 80.0 80.0 80.0 36 80.0 80,0 90.0 39 80.0 80.0 90.0 42 80.0 80.0 90.0 24 80.0 80.0 90.0 27 80.0 80.0 90.0 30 80.0 80.0 90.0 33 7/0 80.0 80.0 90.0 38 80.0 80.0 90.0 39 80.0 80.0 90.0 18 78.9 80.0 90.0 21 74.8 80.0 90.0 24 71.1 80.0 90.0 27 8/0 67.9 80.0 90.0 30 _. 65.0 80.0 90.0 33 82.4 78,9 90.0 38 80.1 78.0 90.0 UNREINFORCED REINFORCED FOR TO SIDELITE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 2.1. FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. J 1I=wI :i \ \ r� 0 { iii \ / / / // II- / /L / 1!' \ \ • \ L ®-- /f' .:e (--1- �� / /U-` /5. / '( \ 0 \ ;; ., c r.. -11 i /i. 9l® //„\\ /,. / r \ \ \ { iii \ / / / // II- / /L / 1!' \ \ • \ / / / / . /,i \ \ \ 0 \ / REINFORCED TO S10EUTE MULLION 0%380 ( 0110 ) -, // II- / /L / 1!' \ \ • \ / / / / . /,i \ \ \ 0 \ / \ iii �i \ % / / / / \ / \ cr) P ( 0108 n // II- / /L / 1!' \ \ • \ 0; // 0 / / / . /,i \ \ \ 0 \ / \ i \ " ;I \ / / / iii �i \ % / / / / \ / n ( BOX ) // II- / /L / 1!' \ \ • \ 4 \ I / \ FF. \ / / / / ( \ Q / i J \ \ I\ \ % / / / / \ / ( BOX ) Env JAVAD AMMO FLA. PE ( ?_0592 C.A.N. 3538 5 PRODUCT REVISED a: complying with Oro Monde Building Colic Avea�mxwa Expiration DR ald M»1i Dade Carol Dives z a 3 1 drawing no. W04 -51 sheet2.2of ' ) Fi / Q r / ( \ Q / i J \ \ I\ \ % / / / / \ / Env JAVAD AMMO FLA. PE ( ?_0592 C.A.N. 3538 5 PRODUCT REVISED a: complying with Oro Monde Building Colic Avea�mxwa Expiration DR ald M»1i Dade Carol Dives z a 3 1 drawing no. W04 -51 sheet2.2of ' ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING N IN 'BY II WOOD BUCK a. EDGE GIST. EDGE DIST. TYPTCAL SEE ELE ANCHORS FOR SPACING •e TRIM • a e 3/18" X 1 -1/2' WEEP SLOT 1 /SILL AT STDEUTES I _ EDGE 01ST. TYPCCAI. ANCHORS SEE ELEV. FOR SPACING 3/16" N t -1/2' WEEP SLOT 2/ SILL AT XN DOORS 1/ SILL AT x DOORS EDGE DIST TYPICAL ANCHORS SEE ELEV, FOR SPACING ,4_'ATIQjgA$Y UNITS OPERABLE UNITS. HI— RISE FRAME SILL APPLICABLE TO STATIONARY AND OPERABLE UNITS ID— PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS Pm, JAVA0 ARNO ES NA PO 70992 C.N. 3938 toldT 2 5 2016 a PRODUCT REVISED as aomplyIng vat the Florida Building Code Acooplanco No Expirdion Ddo cc By \s " . vlaL. Mimi Dade Conbv) Division :i 1,'.! fitlJ1! -*% drawing no. W04 -51 sheet 30(7 EDGE OUST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE 1.I1 MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ,a [WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM [AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° 01A, ULTRACON BY 'ELCO' (FV ®177 HSI, Fy155 HST) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y 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 (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy • 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY • 2 -1/2" MIN. INTO WOOD STRUCTURE • 1" MIN. INTO METAL STRUCTURE • 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS Pe • 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm • 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. Our ,IAVAO WOO CML FLA. PE If 7092 .. MAR "5 201t! PRODUCT RE E VISFd)�PlmUm os Acaepim cM No 0 D 1° 1•U+alr�- Miami EitiMaPmMm ConVd Division a laraBd 10 A g W N M g M v g v z 1 2 m 1 B own= o �l� j drawing no. W04 -51 j (sheet 4of 7 1/4• jto x 3/4• sus 0 r FROM ENDS & ta° O.C. MAX, INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH END CONCEALED FLUSH BOLTS AT 1O° FROM EACH END 8 s c5 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) m 0 V D.L. OPO. n `J SIOELRE PANEL WIDTH LEAF WIDTH FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY 98" x 2' x .98° X 1/8° FULL LENGTH STL. CHANNEL (STEEL TO BE PANTED OR PLATED) EXTERIOR ( 0XX0 ) OPTIONAL TRIM ( 0 -0 ) OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY 98° x r x .SB° x 1/8' FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. METAL FOR SPACING STRUCTURE FRAME WIDTH EXTERIOR (X) ® -,,1, - , 12 ACTTVE LEAP IN-ACTIVE LEAF O m —,„ li 1 • 1 i - 0, ,,,,,„ ..- III a • rek ,1=---:'...,..--:::..". -------'----'—=-..., r ;IL • .I. 8 s c5 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) m 0 V D.L. OPO. n `J SIOELRE PANEL WIDTH LEAF WIDTH FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY 98" x 2' x .98° X 1/8° FULL LENGTH STL. CHANNEL (STEEL TO BE PANTED OR PLATED) EXTERIOR ( 0XX0 ) OPTIONAL TRIM ( 0 -0 ) OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY 98° x r x .SB° x 1/8' FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. METAL FOR SPACING STRUCTURE FRAME WIDTH EXTERIOR (X) ITEM I PART 8 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMAP.KS £43001 -1 1 FRAME HEAD 6063 -T8 —1 ' 2 £53001 -2 2 DOOR FRAME JAMS 6083 -18 - 3 £53002 -1 1 FRAME SILL (STANDARD) 6063 -T5 - -.3A £53029 1 FRAME SILL (HI -RISE) 6083 -15 - 4 £53003 -1 AS REDD. SIDELITE ADAPTER 8083 -18 - S ES3004 AS RECD. SHEAR PLATE 61 ANCHOR LOCATIONS 6083 -18 3° LONG 6 £53005 -1 2/ LEAF TOP AND BOTTOM RAIL 8083 -11 - EA £43024 2/ LEAF HI- PROFILE BOTTOM RAIL 8063 -15 - 7 ES3008 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6083 -15 - 6 ES3007 -1 1/ LEAF DOOR LEAF — LOCK SIDE 6083 -t6 - 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 8083 -T6 - 10 £33008 -1 AS RE00. SIDEUTE STILE 6063 -T5 - 1 I 12 FR -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES FB -1202 -914 2/ LEAF CONCEALED PLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 ES3011 AS READ. JAMB TRIM 8063 -15 OPTIONAL - 14 ES3012 1 SILL COVER 6083 -16 - 15 £53013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 £53014 -1 4/ PANEL PANEL CLAMP 8063 -16 17 ES3003 -3 3/ LEAF HINGE ASSEMBLY 8083 -T6 SEE SHEET 2 174 - 2/ LEAF PACT HINGES - SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 2019L) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE _ 21 22 _W2232TNG ES3020 AS READ, FIN -SEAL PILE W'STRIPPING - ULTRAFAB AS READ. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4"X1/8'%4 -1/4" LONG 24 - AS REDD. HINGE REINFORCING BAR ALUMINUM 1/8° THE. X 7 -7 /8" LONG 25 - 2/ LEAF 3/8" DIAL THREADED ROD W/ NUTS STEEL - 28 - AS RE00. FRAME ASSY. SCREWS - HID PAN HEAD SMS 27 - AS REDD, MUWON REINFORCING CHANNEL A36 STEEL - 28 £54014 AS REDD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS RECD. PANEL SILICONE STOP NEOPRENE - 30 - AS REDD. 3/8° DIA. X 1/8" NT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 £54013 AS REGD. WEDGE GASKET - - 32 £53002 2/ STILE FLUSH BOLT BRACKET 6083 -15 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1° EH SMS 34 Q /LG4 AS REQO. DOOR PANEL W'STRIPPINO - SCHLEGEL DKr: JAVAO ANT D CN6 FLA. PE B 3592 CAN. 3535 to 9.5 2010 PRODUCTRBVISBA es complying with BAS 81e Maids Dadsomtal Division drawing no. W04 -51 j sheet $ 01 7 �-°j .361 It 4 � Y1 ` .:ii I 1. 4.000 1.779 II ZZk ; �t I gn /111i �i ;./ i V. ° 11 4 A. 1 2.250 ` ~_ .105• -fig 0 WEDGE GASKET (SCALE +.t) 9.312 ®® FRAME HEAD I •- -2.018 - /JAMB t 3.350 f � .078 19 WEATHERSTRIP d 1.808 -...--01 395 2.874 ® SHEAR PLATE .388 t.500.d ADAPTER mi 5/i6" , ' , 0 o o 4. 1.913 ® r+ -t.7S0 � I I .800 1.000 .045 .852 (OPTIONAL) r 1 E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 L TEL 005) 624 -7775 FAX. (305) 624 -7777 1 II L� LLL 078 3.500 e + IS ii 13 JAMB TRIM - .290 1.112 Q TOP /BOTTOM RAIL 1.531 2 .874 �e „L .555 4 tor. 7 to PANEL CLAMP $,6Eu�a.1ci! - ;�.i1 IAN Eilli i Qc I j� ©3 MULLION 0 REINF. 1 3.390._ 4 .750 2.000 .913 .490 -a L_ 583 -- 1.149 2.163 .. .078 ® SIDELITE ADAPTER 1.750 �(f+ -�-} .82+ i_i p 1.800 .082 14 �1.145r_ b • 094 to SIDE LITE STILE 479 .927 SILL COVER 4.000 ® FRAME SILL (STD.) 1.934 - 4.000 4.625 .094 91 S - .913 a .iL i }1 i 4 n a0 C i._. a 5 --j 1.984 - °+1.146 .062 �gr:.LAVAO AIM610 �, 6 78992 CAN. 357 � -._- �� 204 PAODltCf �Plonda *9ANo Data a a 0an Division .590 1.7W LLL .ago -�(I .983 I IJ ,Z � 2.000 1.790 .SBO J a.oao --.1 1. Moving n0. 0004 -51 .09a ® HINGE STILE .9 1D .o7e 4.000 64 HI-PROFILE ,:• ® 9� LOCK STILE /KEEPER STILE 8 FRAME SILL (HI -RISE) set 6.1of sh - 7) FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER STATIONARY PANEL OR SID ELITE CORNER Engn JAW) Mum F.A. t PE Y 70587 CAN. 2508 PRODUCT mmp1 with the Merida Building Curio Amps= No Expiration Date BYN44 4 Miami Dodo C ntol Division V, B gm B yO k � • drowing no. W04 -51 sheet 7 of 7 MIAM lame COUNTY 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 (AM). This NOA shall not be valid after the expiration date stated below.. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1000/1050 Aluminum Single Hung Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series - 1000 /1050 Alum. Single Hung Wdw. (L.M.I)", 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 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- 0527.12 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. 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/buildingcode 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.I)" 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 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 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 installationdiagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FT L-5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 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 an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 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) 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 94, Perez, Product Control - er NOA No. 09- 1008.05 Non Date: November 06, 2013 Approval Date: December 30, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. E "1'L -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 Al- Farooq Corporation, dated 07/27 /09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300- 02/04 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. 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. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 31, 2009 signed and sealed by Arshad Vigor, 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 I.? - piring on 11/06/13. a E -2 Perez, Product Control NOA No. 09 03 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 S \ 1/8* ANN. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' r1/8^ ANN. GLASS SILICONE DOW CORNING 795 g GLASS TYPE 'A' 1/8' HEAT STREN'P. GLASS .090' INTERLAYER ' DUPONT SENTRYGIAS PLUS' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'B' —5/32' HEAT STREN'D. GLASS .090' INTERLAYER ' DUPONT BUTACITE PVB' 1/8' HEAT STREW°. GLASS v1 SILICONE F DOW CORNING 795 GLASS TYPE 'D' I /8' HEAT STREN'0. GLASS .090' INTERLAYER 'DUPONT BUTACITE PVB' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' 5/32' HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT SENIRTGLAS PLUS' 1/6" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLAZING OPTIONS GLASS TYPE 'E' FALSE MUN INS (SURFACE APPLIED) MAY BE USED 10' MAX. HEAD /SILL 8' MAX. HEM SILL CORNERS WINDOW TYPICAL ELEVATION SERIES 1000 (STD. SILL) 10' MAX. HEAD/SILL D C g io ai ria [;:t1H --' WINDOW TYPICAL ELEVATION SERIES 1000 (STD. SILL) 10' MAX. HEAD/SILL SERIES - 1000/1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. 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). 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 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 47 1/8' D.L. CPO. 49 15/18' VENT WIDTH 93 1/8' 9' MAX. HEAD /SILL CORNERS WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (HI —RISE SILL) ( THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ,SHUTTERS ARE NOT REQUIRED. En g: ARSAD waAR tA. PE I 38883 C.A.R. 39 SEP 01 'U0 IVIODTIC'. In EN, MD •m 7N9 rod* Ike PUMP 4 No 805Ansios DMA 5 S-R �lol 6 � � IJ�$''J drawing na. W03 -56 shoot I of a) D C 81 )0 n nj io ai ria i SERIES - 1000/1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. 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). 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 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 47 1/8' D.L. CPO. 49 15/18' VENT WIDTH 93 1/8' 9' MAX. HEAD /SILL CORNERS WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (HI —RISE SILL) ( THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ,SHUTTERS ARE NOT REQUIRED. En g: ARSAD waAR tA. PE I 38883 C.A.R. 39 SEP 01 'U0 IVIODTIC'. In EN, MD •m 7N9 rod* Ike PUMP 4 No 805Ansios DMA 5 S-R �lol 6 � � IJ�$''J drawing na. W03 -56 shoot I of a) EQUAL LITE9 WINDOWS DESIGN LOAD CAPACITY - PEP (HI -RISE SILL) 0 0 0 UNEQUAL UTES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) - �,, L r iii gI �p3 iS WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL WINDOW DDHB. STANDARD TOP RAIL HEAVY DUTY TOP RAIL F pp g ei 6 ti Iilli GLASS TYPE 'A' GLASS TYPES '6'. 'C','8' & 'E' (LASS TYPES '8'. 'C'. 'D' & 'E' GLASS TYPE 'A' GLASS TYPES '8`, 'C'.'0' & 'E' GLASS TYPES 'B'. 'C'. D' & 'E' WIDTH HEIOM EMT,( +) TNT,( -) EXT.(+) I N.( -) EMT.( +) IM.( -) WIDTH HEIGHT EMT.( +) INT.( -) EAT.( +) 1M.( -) EMT.( +) IM.( -) 18 -1/8• 25 -1/2° 37' 42' 49' 53 -1/8' 28- (3) 704 80.0 80.0 80.0 80.0 900 19 -1/8' 28 -1/2' 37• 42' 49' 53 -1/8' 50 -9 /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 70.0 804 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 60.0 90.0 80.0 901_i 90.0 70.0 60.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 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 80.0 70.0 74.0 80.0 90.0 80.0 90.0 19 -1/8' 26 -1/2' 37° 42' 49' 53 -1/8' 38-3/8' (4) 70.0 80.0 90A 90.0 80.0 90.0 19 -1/8' 28 -1 /2' 3T' 42' 49' 58• (g) 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 90.0 90.0 80.0 90.0 70.0 80.0 8D.0 90.0 80.0 90.0 70.0 80.0 BOA 90.0 80,0 90.0 70.0 80.0 800 90.0 80.0 1 90.0 70.0 80.0 60.0 90.0 80.0 90.0 70.0 80.0 900 90.0 80.0 80.0 - - - - 80.0 90,0 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8' 26 -1/2' 37° 42' BJ (8) 70.0 80.0 90.0 90.0 80.0 90.0 19 -1/6" 28 -1/2' 3 7' 42' 48" 53 -1/8' 50 -3 /8' (5) 70.0 80.0 800 900 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 3. ` r ES. WINDOWS. U.0 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624-7775 FAX (305) 624-7777 70.0 800 800 90.0 80.0 90.0 70.0 60.0 80.0 90.0 80.0 90.0 70.0 80.0 800 90.0 60.0 90.0 - - - - 80.0 90.0 70.0 80.0 80.0 90.0 90.0 90.0 19 -1 /9' 28 -1/2' 37' 68" (8) 70.0 80.0 90.0 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 60.0 90.0 70.0 80.0 80.0 80.0 804 90.0 -- - - - 80.0 90.0 19 -1/8' 28 -1/2' J7" 42' 49' 63 -1/8' g8' (5) 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8° 26 -I/2° 74-1/4' (7) 70.0 80.0 60.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 90.0 O 1 70.0 80.0 80.0 90,0 80,0 904 _70.0 70.0 80.0 80.0 90.0 80.0 80.0 I - • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER .IAMB. LIMIT EXTERIOR { +) LOADS TO 70.0 PSF FOR STD SILL. T0.0 80.0 80.0 90.0 80.0 90.0 Oil 70.0 80.0 80.0 90.0 80.0 90.0 1 70.0 80.0 80.0 90.D BOA 90.0 � - - -- !i 19 -1/8' 28-1/2° 37' 42' 49" $3 -1/8' 83" (8} 70.0 80.0 80.0 90.0 80.0 900 aS� 70.0 80.0 7 80.0 90.0 80.0 90.0 TOP 70.0 70.0 80.0 80.0 90.0 80.0 80.0 SAL DRAIN STOP RAIL _ 80.0 80.0 90.0 80.0 800 70.0 60.0 80.0 90.0 80.0 90.0 p t I _ . g 0 B Q 73J 7 70.0 80.0 80.0 90.0 60.0 90.0 19 -1/8" 28 -1/2' 37' 42° 49° 53-1/8' s• (B) 70.0 80.0 80.0 90.0 80.0 90.0 - 70,0 70.0 80.0 80.0 800 80.0 90.0 90.0 80.0 80.0 90.0 90.0 W )- 70.0 80.0. �.0 900 MO 90.0 m 70.0 60.0 80,0 90.0 600 90.0 90.0 - - - - 80.0 19 -1/8' 28 -1/2' 37' 42' 09' 93 -1/8' 74 -1/4' (7) 70.0 80,0 80.0 90.0 80.0 900 70.0 80.0 80.0 90.0 80.0 90.0 IML-T0.2-86[b HEAVY DUTY TOP RMJ, 70.0 80.0 80.0 90.0 80.0 90.0 --� ' - "�, 70.0 80.0 804 90.0 800 90.0 5 -1080 5-1090 - - - - 80.0 90.0 fY7 C3� Rn� ®t/ - - - - 804 ' 80.0 • --^ n 6 yy $ - -c �' I - I {( II 19 -I/8° 26 -1/2' 37' 42- 49" �" (7) - - - - 80.0 90.0 - - - 800 90.0 I �� - - - - 80.0 90.0 NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) Emil MAR M. PE # 38883 CAN.3838 'AP 0 fl 20f9 PI3HDUCT REVISED bamtP13548 with foe FA11A8a 8381089 048? Mastro= - Ir' qi • • Deem ,r,.; ,Ar,,SIVI4 l; T "' " "` - - - - 80.0 80.0 - - - - 00.0 900 ye= • NO. IN PARENTHESIS INDICATE NO, OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. drawing no. W03 -56 _ AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 sheet 2 of 8) TYPICAL ANCHORS SEE ELEV. FOR SPACING a 0 0 �r. Orme �--- _ 0 IGY WOOD BUCK • g 01 W2 0 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE TYPICAL S. FOR SPACING (e g TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOR L_..1 T il �n joismINIAsiiiiiiii li marmiaramm_ 1 MI ° P P TYPICAL ANCHORS SEE ELEVS. FOR SPACING w=i1:11rR WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICpALANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu•477 KS6 Fy-TSS KS) 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 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1 /8" THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR TYPICAL EDGE DISTANC INTO CONCRETE AND MASONRY m 1 -1/2° MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. CONCRETE re - 3000 PSI MIN. C -90 NIULOW/FILLED BLOCK I'm - 2000 PSI MIN. .090") PAINTED) SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES; WI m 1 -1/2" X 3/18° WEEPHOLES AT 4° FROM EACH END W2 = 1 -5/18" NOTCH AT EACH END [VENT II VENT WITH SPRING LOADED LATCHES Enyr, ARSNAD ROAN CNTL FLA PL / 38483 CA 537738 SEP 01 2009 1VWADUCr REVISED as so W1. lni al* Te11011 e &Mae Cede IIMte �l]'if /7f •'- ; tar 0 a ilit drawing no. W03 -56 Ld,eet 3 of 8.) TYPICAL ANCHORS SEE ELEV. FOR $PACING 1BY WOOD BUCK 44 4° i OPTIONAL to 8OITO4 LATIN OPTIONAL TO BOTT" LATCH e4 a Err MVO vldAF FLA °Pa' „ARE 138&1 PBBtUcT UVIRw aIveDbo'MSwK6 tie AtnTilYr Mte 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -1050 VENT 18TH SWEEP LATCHES SEP 012009 05 drawing no. W03 -56 (sheet 4 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING NMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NM TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH I WINDOW WIDTH VENT WIDTH um P PART / REGD. DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKB i 2 _ 2A 3 ES1O01 -1 1 FRAME HEAD 8063 —T6 — £91002 -1 1 FRAME SILL (STD.) 8063 —T8 — ESt101 1 FRAME SILL (HI —RISE) 8083 -T8 — ESt003 2 FRAME JAMB 8083 -T8 - ES1009 -1 1 FIXED MTG. RAIL (FOR SPRING LATCH) 8083 —TO 8083 —T8 — — 4A 9 £31091 ESt(X14 -1 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6063 -0 — 5A £92004 1 HEM/ DUTY VENT TOP RAIL (FOR SPRING LATCH) 8083 —T8 — 58 ES1092 1 STD. VENT TOP RAIL (FOR SWEEP LATCH) 8083 —T8 — SC 8 £91093 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCH) 6083 —T8 — ES1008 -1 t VENT BOTTOM RAIL 8063 -T6 — 7 £91007 -1 2 VENT SIDE RAIL 8083 —T9 — 8 01008 -1 AS ROO. GLAZING BEAD 6083 —T8 — B ES1009 -1 2/VENT SPRING LOADED VENT LATCH 8083 —T9 AT 8' FROM ENDS BA - 2/VENT SWEEP LATCH ZMAAK AT 11' FROM ENDS 98 #8 X 1' 2/ LATCH LATCH INSTALLATION SCREWS — FH WAS 10 ES1012 1 /LATCH LATCH SPRING SF. STEEL — I1 £51010 AS RECD. GLAZING WEDGE SOFT PVC 12 •8 X I' 20 FRAME @ VENT ASSEMBLY SCREWS CRS PH SMS 13 £91011 2 /VENT SASH CAM CELCON — 14 43820 -187 AS REDO. PILE W'STRIPPNG WIN PLASTIC FIN — - AMESBURY OR EGUN. 15 43828 -197 AS REOD. PILE W'STRIPPING WITH PLASTIC FN AMESBURY OR EOM. _ 18 17 — 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY BSI — 2/ VENT SPIRAL BALANCE — — IB ES1013 -1 2 SASH STOP - — 19 ESISOS — FLUSH FRAME ADAPTER 8063 —T5 OPTIONAL. 20 — I 5 /16' 80X SCREEN — OPTIONAL I/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS FOR SPACING 1/4' MAX. SHIM METAL STRUCTURE 1BY o WOOD SUCKS P rty: MINIM VW& CM. FLA. PE / 38883 CAN, 3938 Li7184JlI RAA' WC) ms co4P111a *304 rho MSwtAi No NvW 13 SERIES -1000 SERIES -1050 SEP 0 1 2009 (sheet 5 0 87 TYPICAL. ANCHORS SEE ELEVS. FOR SPACING ALT. Noun -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYNCAI ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH, FRAME ADAPTER emir ARSNPD %OAR RA. PE % 2.330 .77� 0 2.190 - r-- -i 082 1.110 1.130 f 4.c) • '0- I§ , - y{�� � .719 I--- nee eo9 180 1.344 UM .082 i a.0I83 1.344 .082 2.083 F I -_- N �` '+ � 7j 4 1 d w d ill I .B� 3 rr�, STD. V J .813 { i 66 �-I 512.54g : ?8 .913 }.-- -- 2.288 ---� 'IS FLUSH FRAME ADAPTER 2.382 `C FRAME HEAD .930 VENT TOP SERIES -1000 RAIL .830 TDP -f rSo L RAIL 2.188 .813 1.230 .072 1.122 1.530 , .930 - 1.830 -�I 1.130 2.330 30 1.421 1.290 I 1 2483 t.aso .193 TI -, oao 2.083 T-' 1.242 .082 d HD. VENT TOP ® SERIES -1000 � H.D. VENT V SERIES J °.r�,� u VENT LATCH E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 tEL. (305) 624 -7775 FAY. (305) a24 -7777 1 34 Q FRAME JAMB .582 RAIL sea TOP -1090 RAIL L- .328 1- .147 .807 .082 .992 j'' .992 - .94 _ 0 GLAZING • WEDGE .837 r (a) GLAZING BEAD 1.250 2.113 t. 875 I .082 1.250 2.181 .994 .888 .949 -1 .715 r- MESGRAIL 1.212 N 1 pia 1.212 MEETING E 10 eta MSS I .93 r-- descrotarn UM SAIZET 1 1 g 111 1 3 1.290 .489 1, VENT ,.43413 SIDE -� RAIL Idt.149- U VENT BOTTOM RAIL 2497 r 1.335 ; .082 - -2.457 .082 - 2.502 .oW....a 'A' ? I �9 g h 1 J I 3.127 .710 �' Engn YW.M1P. FlA. R9 @V 38ae3 SEP 0 i 2009 P, 1TNJ6;T R6VItr'BJD ® ramyy4n85116ft* 4'br1Ao Ac0, .2Cr .. . ev. ,41,1`4,•, ;� /// ' �� . •::._ �ti. �-.- •.. .874 _ • rr�� L°l FRAME 1 679 -2.331 SILL (STD.) 44{ .674 }.- -1.879 - I-1.879 drawing no. W03 -58� 2.331 8 FRAME SILL (HI-RISE) (sheet 7 of 8 )4 VENT CORNER DETAIL FRAME CORNERS DETAIL, OWL FtA PE t SB86] SEP 01 2009 PRODUCT MA USRD avow kw with 0368 , Lansaw= Oa Si 05 aspiretkm a yArq-, ( drawing no. W03 -56 sheet 9 car in n BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court 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 Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration data 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. 06- 0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 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.gov/buildingeode NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", 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 installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FT'L -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06- 0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp :.:._ n 09/16/09. E -1 Jaime l . Gascon, P. ' . Chief, Product Control Division NOA No. 09- 0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOitDA BOLDING CODE 2007 EDITION INCLUDING HIGH VELCCTY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERNAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION WCRFASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STMAE1AL sCREWS. THAT COPE Wry CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 AND 232$. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP T STEP 2 STEP 3 SEEP —4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI —DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DES NA LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS A THRU 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCT5 HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING PRODUCT RENEWED U with the riorwa B Aaa+j■17+29 No Oslo cci 0 1 Z®U9 TTiviUm, COMM 0 �A drawing b no. M04-04. (sheet 1 of 9 � I 1.000 r 125 q 000 d �2.aoo .125 1°- z.000- y�.250 .323 8.000 3.000 -1 1.000 a �.1zs -7 -.125 4.000 �� + .128 1.00a tzs AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 2288 S.W. 87 AVE MIAMI, FLORIDA 331.74 TEL. (303) 2848100 FAX. (305)282.40'78 r_. 2.000 fas - - .125 -^ t '^ -,250 3.000 .33B 4.000 5.000 - - .125 6.000 125 .338 .323 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION 6083 -76 X 4 STD. MULLION 8083 -78 8083 -TB r-- Iz.000 --"1 125 6083 -T6 2.000 125 125 ALUMINUM TUBE MULLIONS _j E.S. • WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX (305) 624 -7777 2 X 5 STD. MULLION 2 X 6 STD. MULLION 2 X 6 HEAVY MULLION 1.-2400 r.125 4.000 7 x.125 3.000 - .126 6063 -T6 6063 -T6 6083 -T6 Ed = MIN. EDGE DISH. 1/2" FOR 1/4" DtA. ANCHORS 5 /8" FOR 5/18" 01. ANCHORS ANGLE 2.000 CLIP Ed. 2 X 3 STD. MULLION 2 X 4 STD. MULLION 8063 -T5 6083 -T6 8063 -TB t, »+1.720 +• - 1.090 - ^. _ I V 11 g y I G � 8 .158 TNT. , 1.405 3.250 f f^ _ 2.750 � 1 1 .125_ 2 .0� •6?gg 4.500 3.750 NOTCH OPTIONAL 1$1 �,� Ed MIN. EDGE 01ST. `�� 1/2" FOR 1/4" DIA ANCHORS 5 /B" FOR 6/18" DUl ANCHORS MULLION CLIP Tra. Ed, e°4=u ow NOTCH OPTIONAL Ed - U N. FACE DIST. 1 /2" FOR 1/4" 018. ANCHORS 8/e" FOR 9/I8' 010. ANCHORS MULLION CLIP 6083 -T6 l \ / 1/2" TYP. EE, L_i a ` ' _ h k k ErgIn ARSHA0 NOAR MX F c.. sew Frnnucr REND aild:co7LrdwNh6reFkdda OeilHii;�ltbd4 Ars+ra8oa No .0 ° • ; S. •.'..A L1zi n,, • 7?'.S r i, bee / 2:oKa Dv iv _ drawing no. O�O�� OCT 01 2009 Yiir-d .Ade hoduel .,'"R a:. --e ( sheet 2 of $� 6063 -T6 DESIGN LOAD CAPACITY - P5F (TUBE MULLIONS) DESIGN LOAD CAPACITY - PEP (TUBE MULLIONS) "1 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) ENGINEERS At PRODUCE DEVELOPMENT `' ._ f .. 12388.W 87 AVE AVAMI. FLORIDA 33174 /r TEL I305) 2044100 FAX. (305) 2626978 �r WINDOW DIMS. 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 X 8 STD. E X 8 HEAVY 1 X 3 STD. 1 X 4 STD. X 3 CUSTOM 2 X 3 STD. 1 X 4 CUSTOM 2 1 5 STD. 2 X 6 STD. E X HEAVY 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 X 6 STD, 2X6 HEAVY WIDTH (2) () ULL S P A N 2 X 3 STD. E X STD. WINDOW WON (W) DIMS. MULL SPAN 2 X 4 STD. WINDOW W071.1 (W) DIMS. MOLL SPAN 2 X 3 STD. 2 X 4 STD. 19 -1/8" 26 -1/2' 30' 37" 42" 48" 54" 80° 88" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8° 28 -1/2' 30° 37" 42" 45" 54' 80' 86" 72" 74 -1/4' 74.8 140.9 115,1 150.0 150.0 150.0 150.0 19 -1/84 26 -1/2" 30" 37' 42" 48` 54' 80° 66' 72° 120" - 37.9 27,3 55.3 98.7 148.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1504 53.8 101.7 83.1 1484 150.0 130.0 150.0 - 27.3 - 39.9 69.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 89.8 73.4 131.3 180.0 150.0 150.0 - 24.1 - 35.3 61.7 932 150.0 138.8 150.0 149.8 150.0 150.0 130.0 150.0 150.0 190.0 38.5 72.8 59.5 106.4 148.9 150.0 150.0 - - - 28.6 50.0 75.5 150.0 150.0 150.0 150.0 150.0 150.0 33.9 84.2 52,4 93.8 131.2 150.0 150.0 - - - 25.2 44.1 68.5 56.E 122.3 107.0 130.9 118.3 150.0 150.0 150.0 150.0 150.0 150.0 29.7 58.1 45.9 82.1 114.8 150.0 150.0 - - - 22.0 38.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 28.4 49.8 40.8 72.9 102.1 135.2 150.0 150.0 - - - - 34.3 51.6 95.1 104.7 150,0 150.0 150.0 23.8 44.8 38.7 65.8 91,8 121.7 - - - - 30.8 44.6 85.6 95.2 150.0 146.8 150,0 150.0 150.0 180.0 21.6 40.8 33.4 58.7 83,5 110.8 150.0 - - - - 28.0 42.3 77.8 87.3 140.1 134.8 150.0 150,0 150,0 150.0 - 37.4 30.6 54.7 78.5 101.4 150.0 - - - - 25.7 38.8 71.3 19 -1/8" 26 -1/2' 30" 37° 42" 48" 54' 60' 88" 72° 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 28 -1/2" 30" 37" 42" 48" 54" 60" 88' 72" 84" 51.5 1141 79.5 1910 150.0 150.0 150.0 18 -1 /8" 36 -1/2" 30" 37" 43" 48° 54" 80' 66" 72' 132' - 28.5 20.5 41.8 72.7 115.6 150.0 138.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57,4 116.1 150.0 150.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 135.4 109.8 120.3 150.0 150.0 150.0 150.0 150.0 139.0 32.8 70.2 90.7 102.6 143.5 150.0 150.0 - - - 28.5 483 73.7 97.6 150.0 150.0 132.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 28.6 58.9 41.1 83.2 116.4 150.0 150.0 - - - 21.5 37.6 59.7 ES. WIC: 1 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 TEL (305) 624 -7175 FAX. (305) 624 -7777 f�l 85.9 138.0 23.4 50.1 38.2 73.3 102.5 135.8 150.0 - - - - 33.1 52.8 98.7 75.2 120.8 118.0 150.0 150,0 150.0 150.0 20.5 43.9 31.7 84.1 89.7 118.8 150.0 - - - - 29.0 48.1 84.8 68.8 107.3 103.1 150.0 150.0 150.0 150.0 -._._ 39.0 35.1525.3 28.2 57.0 51.3 79.7 71.8 105.6 150.0 - - - - 25.7 40.9 75.2 80.2 98.8 92.8 141.2 190.0 150.0 150.0 95.1 150.0 - - - - 23.2 38,8 87.7 54.7 67.8 84.4 128.4 150.0 150.0 150.0 - 31.9 23.0 48,8 852 88.4 150.0 - - - - 21.1 33.5 81.5 50.1 80.5 77.3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 145,6 - - - - - 301 58.4 19 -1/8' 28 -1/2° 30" 37' 42" 48' 54° 60' 68" 72' 58' 143.8 150.0 150,0 150.0 150.0 150.0 150.0 10 -1/8" 28 -1/2" 30' 37' 42' 48' 54" 80" 88' 72' 98" 34.5 74.0 533 108.1 150.0 150.0 150.0 19 -1/8' 28 -1/2" 30' 37° 42' 48' 54" 60' 68' 72' 144' - 21.8 - 32.0 58.0 89.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 - - - 23.1 40.4 84.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.8 150.0 - - - 20.4 35.7 58.8 104.3 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27,5 55.9 8111 118.0 150.0 - - - - 28.9 48.0 84.5 85.5 105.1 101.0 150.0 150.0 150.0 150.0 - 33.7 24.3 49.2 78.5 104.0 150.0 - - - - 25.5 40.5 74.5 57.3 92.0 98.4 134.5 150.0 150.0 100.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - 22.3 35.5 65.2 50.9 81.8 78.6 119.5 150.0 150.0 150.0 - 28.2 - 38 3 614 80.9 148.6 - - - - - 31.5 57.9 45.8 73.6 70.7 107.8 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 88.9 64.3 97.8 138.8 150.0 150.0 - 21.4 - 31.3 49.9 88.2 121.8 - - - - - - 25.8 47.4 43,4 382 81.3 58.8 89.6 123.4 150.0 190.0 - - - 237 458 80.7 111.5 - - - - 23.6 19 -1/8' 26 -1/2" 30' 39' 42° 49' 54' 80' 86" 72' 83' 121.9 88.0 130.0 141.2 190.0 135.7 150.0 150.0 160.0 150.0 1910 150.0- 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54" 60" 66' 72" 108' 24.2 51.9 37.4 75.9 132.7 150.0 150.0 ARCHES TO 90 IN8281320 HORIZONTAL NULWON N810E RECTANGULAR SHAPE L` �{ 1 ti •{ V ¢g� •C g Ot l 190.0 150.0 - ,...- 31.5 33.1 27.0 54.8 958 130.2 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150,0 23.9 _ 48.4 848 115.0 150.0 83.0 55.5 101.2 89.1 87.7 85.6 147,8 130.3 150.0 150.0 190.0 150.0 150.0 1930 .......... - 28.9 23.7 - - 39.7 34.6 88.6 80.4 93.3 82.2 150.0 150.0 - , -'l~ CT sues.,, i`' P A2� �NULLWN i 1 48.6 78.0 74.9 114.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 132.1 117.4 43.2 89.3 88.8 101.3 141.8 150.0 1°50.0 - - - 28.9 474 83.9 PLAYING PRODUCT 5.8 OD5190 CL 38.8 62.4 59.9 912 127.6 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 56.7 54.5 82.9 116.0 150.0 150.0 - - - 22.0 388 52.3 98.1 32.4 52.0 49.9 76.0 106.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.(+) /INT.( -). NOTE; roil WI W2 MULLION SPAN 0� W MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3 i - . . _._ 1. 1* (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMEN $ Eno, 455444 "* 91.4 PE 1 33963 PRODUCT DAN. 3536 OCT 01 2009 RENEWED �, 6,� � ,TIARAS ANCHORS TYPE '0' AND 'E' APPLICABLE TO WI + 92 WIDTH (W) a 2 ( 4 °, 5° AND 6° TUBE MULLIONS. °�,' .p ■ • - Zo" Yl , -.. • 61G8f1d ,,, o • );rlscu � �3 ' 1 Growing no M04 -04 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS ( I sheet ,3Of a ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE MOTH (W) MULL SPAN A 0 C D I E 19-1/8" 150.0 150.0 150.0 150.0 150.0 26-1/2' 150.0 150.0 150.0 150.0 150.0 30" 143.1 150.0 150.0 150.0 150.0 37' 37.1 118.0 150.0 150.0 150.0 150.0 42' 102.2 150.0 132.9 150.0 150.0 48" 38 -3/8° 89.4 150.0 118.3 1 50.0 150,0 54' 4_7,1_ 79.5 147.3 103.4 150.0 150.0 60' _ 42.4 71.5 132.8 93.1 150.0 150.0 66° 38.5 65.0 120.5 84.6 150.0 150.0 72' 35.3 59.8 110.5 77.8 150.0 150.0 19-1/8' 120.9 150.0 150.0 150.0 150.0 150.0 28-1/2" 61.3 122.8 150.0 150.0 150.0 150.0 30' 54.1 108.5 150.0 141.1 150.0 150.0 37" 43.9 87.9 150.0 114.4 150.0 190.0 42° 38.6 77.5 143.8 100.8 150.0 150.0 48° 50 -5/8' 67.8 125.6 88.2 150.0 130.0 54' 60.3 111.7 78.4 150.0 150.0 80" ® 54.2 100.5 70.9 141.1 150.0 86' 24.0 49.3 91.4 04.1 128.3 150.0 72" 22.5 45.2 63,8 58.8 117.6 147.0 19 -1/8" 77.8 148.5 150,0 150.0 150.0 150.0 26-1/2' 56.2 107.2 150,0 139.4 150.0 150.0 30" ^49.6 94.7 150.0 123.1 150.0 150.0 37' 40.2 78.8 142.3 99.8 150.0 150.0 42" 35,4 87.6 125.3 88.0 150.0 150.0 49" 513° 59.2 109.7 774 150.0 150.0 54° 55.1 52.8 97.5 69.4 136.8 190,0 80" 47.3 87.7 619 123.1 150.0 68' 45.1 43.0 79.7 58.0 111.9 139.9 72" 41.3 39.4 73.1 51.3 102.8 1283 19-1/8' 138.7 150.0 150,0 150.0 150.0 28-1 /2" 98.7 150.0 128.3 150.0 150.0 30" 97.2 150.0 113.4 150.0 150.0 37" 70.7 131.0 919 150.0 150.0 42" 62.3 115.4 81.0 150.0 150.0 48' 63' 54.8 101.0 70.9 141.7 150.0 54" 48.4 88.7 83.0 128.0 150.0 80" 43.8 80.8 59.7 113.4 141,7 88' 39.6 73.4 51.5 103.1 128.8 72" 38.3 67.3 472 94.5 115.1 DESIGN LOAD CAPACITY - POP WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 116.0 150.0 150.0 150.0 150.0 28-1/2' 83.7 150.0 108.9 150.0 150.0 30° 74,0 137.1 98.2 150.0 150.0 37" 37.1 60.0 111.1 78.0 150.0 150.0 42' 52.8 97.9 58.7 137.4 150.0 48' 74 -1/4' 46.2 85.7 80.1 120.2 190.0 54" 4_7,1_ 41.1 79.1 53.4 108.9 133.8 80" _ 42.4 37.0 88.5 48.1 98.2 120.2 88° 38.5 33.8 62.3 43.7 87.4 109.3 72° 35.3 30.8 57.1 40.1 80.2 100.2 19 -1/8° 120.9 102.5 190.0 133.4 150.0 150.0 28 -1/2° 61.3 74.0 137.1 98.3 150.0 150.0 30' 54.1 89.4 121.1 85.0 150.0 150.0 37" 43.9 53.0 98.2 88.9 137.9 150.0 42' 38.6 46,7 88.5 60.7 121.5 150.0 48" 84' 40,9 75.7 53.1 108.3 132.9 54° 38.3 87.3 47.2 94.9 118.1 80' ® 32.7 80.0 42.9 85.0 108.3 88° 24.0 29.7 55.1 38.8 77.3 98.5 72' 22.5 27.2 50.5 35.4 70.9 88.8 19 -1/8° 77.8 89.7 150.0 118.7 150.0 150.0 28-1/2" 56.2 64,8 120.0 84.2 150.0 150.0 30° ^49.6 57.2 106.0 74.4 148.8 150.0 37" 40.2 46.4 85.9 80.3 120.8 150,0 42" 35,4 40.9 75.7 53.1 105.3 132.9 48' 98" 35.8 88.3 48.5 93.0 118.3 54' 55.1 31.8 58.8 41.3 82.7 103.3 50' 28.8 93.0 37.2 74.4 93.0 86" 45.1 28.0 48.2 33.8 87.8 84.5 72" 41.3 23.8 44.2 31.0 62.0 77.5 19- t /8° 708 147.8 103.7 150,0 150.0 28 -1/2" 57.8 108.7 74.9 149,7 150,0 30" 50.8 94.2 86.1 192.3 150.0 37" 41,2 754 53.8 1072 134.1 42" 38.3 87,3 47,2 84.9 118,1 48" 108' 31.8 58.9 41.3 82.7 103.3 54" 28.2 92.3 36.7 73.9 91.9 80" 25.4 47.1 33.1 88.1 82.7 88° 23.1 42.8 30.1 80.1 752 72° 21.2 393 27.8 55.1 88.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 °, 5° AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - POP WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E (9-1/a" 71.8 133.0 93.4 150.0 150.0 28 -1/2' 51.8 96.0 87.4 134.8 150.0 30" 45.8 84.8 148.8 37° 37.1 88.8 ,, - 120.6 42" Y11113311 106.3 48' 120' 28.6 53.0 37.2 74,4 93.0 54' 25.4 4_7,1_ 33.1 96.1 82.7 80" 22.9 _ 42.4 .29.8 59.5 74.4 or 20.8 38.5 27.1 54.1 87.8 72" - 35.3 24.8 49.6 62.0 19 -1/8° 85.3 120.9 84.9 150.0 150.0 28 -1/2" 47.1 87.3 61.3 122.5 150.0 30' 41,8 77.1 54.1 108.2 135.3 37° 33,7 82.5 43.9 87.7 109,7 42° 29.7 55.1 38.6 77.3 96.6 48° 132' 28.0 48.2 33.8 87.8 84.5 54° 23.1 42.8 80.1 75,2 50" 38,5 ® 54,1 87.0 68° - 35,0 24.0 49,2 51.5 72' - 32.1 22.5 45.1 56.4 19 -1 /8° 59.8 110.8 77.8 150.0 150.0 28 -1/2" 43.2 80.0 56.2 112.3 140.4 30" +38.1 70.7 ^49.6 99.2 37° 30.9 57.3 40.2 80.4 100.5 42' 272 50.5 35,4 70.9 88.6 48° 144' 23.8 44.2 31.0 62.0 77.5 54" 21.2 38.3 27.9 55.1 68.9 60" - 35.3 249 62.0 88' - 32,1 22.5 45.1 58.4 72" - 29.4 20.7 41.3 51.7 ANcHORS T T PE 49,0,0 OR 0 GLAZING PRODUCT "1 .n- PRODUCT WI ANCHORS A.8.C9 OR E Y2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) s Wi + 2 92 HORIZONTAL MULLION \- ANCHORS E ARCHES TO BE INSCRIBED TYPE ARCO OR r PBi°E RECTANGULAR SHAPE PRODUCT `:. 9 (RAMC PRODUCT O 1 # GLAZING PRODUCT 4jlj N B 4.8.0,0 OR E MULLION SPAN &ryn ARC 4046 P. 39843 '11CJ1,1CT RENEWED NOAHIP17hsg with dm Florida Null a- 4a Uct21anot No 01 200P ly diced i:5N9IQa drawing no. M04-04 sheet 401 8 I/4" DIA ULTRACONS Ed. , 2 PER CUP (1 ON EACH WING) 1/4" DIA. ULTRACONS 1 PER ANGLE IBY WOOD BUCK 11 11 11 II ILJI 6 I I 1/4" DA. ULTRACONS 2 PER CUP (1 ON EACH MG) FLOATING CLIP SNUG FIT INSIDE MULL 914 SUS 1 -3/4' O.C. YIN. 2 PER ANGLE tr II II II II II U U I I 1/4' DIN. ULTRACONS 1 PER ANGLE 2 X 2 X I/O. ALUM ANGLE WOOD BUCK OR WCOD STRUCTURE ALTERNATE ANCHOR LOCATION 11 11 11 I i ILJI o it J I FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' 914 SUS 1-3/4" 4�O.C�GLL. ANGLE I 1.1 It 11 u 2X2II 1 /a° ALUM ANGLE Ed. 2 1/4° IN. 1/4' DUL ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER ANGLE 1 BY WOOD BUCK Ed. 1' MIN. II I I II 11 I I-JI i 11 1/4' 01A. ULTRACONS 4 PER CUP (2 ON EACH WING) FLOATING CLIP SNUG FIT INSIDE MULL /14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 1 2 BY WOOD BUCK 1/4 DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HD( OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DST. MN. EMBEDMENT WOOD 1' 1 -3 /B' BLOCK 2 -1/2' 1 -1/4' CONCRETE 2 -1/2' 1 -1/2' ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PANT OR WATER -WHITE METHACWILATE LACQUER. II II 11 11 ILJI II it fj 1 II II II u u I � I 1/4" 010. ULTRACONS 2 PER ANGLE 2 X 2 X 1 /e° ALUM ANGLE 014WP.°P-.‘■Oerg 411! FLOATING CUP SNUG FIT INSIDE NULL ANCHORS TYPE 'B' 914 SINS 1 -3/4" 0.0. MIN. 2 PER ANGLE Engr: ARSII � SCAN. 353598 83 OCT 01 2009 I II u u i 1 I I I 2 X 2 X 1/8' ALUM ANGLE PRODUCERENBWICD AS waiting with the F wido Bolidiog Code 4sceptmw No Division 4°14 xxI Z9 2 W g z12 ZL N 1M UERI 4000I„ drawing Flo. M04 -04 sheet of 8 1/4" DIA. ULTRACONS Ed 4 PER CLIP (2 ON EACH WING) N NIP FLOATING CUP SNUG FIT INSIDE MULL 114 SINS 1 -3/4' O.C. MIN. 2 PER ANGLE A25 K 1 /8' LUM 2 ANGLE 2 X 2 5 1 /Er ALUM ANGLE FLOATING CLIP SNUG FN INSIDE MULL #14 5585 4 Pm ANGLE tai 3" MIN. Ed. ALTERNATE ANCHOR LOCATION 1/4' DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE '0' APPLICABLE FOR 4 ", 5" AND 6° TUBE MULLIONS 1/4" NA. ULTRACONS BY 'ELCO' ULTRACCNS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT WOOD r 1 -3/8" BLOCK 2 -1/2" 1 -1/4' CONCRETE 2 -1/2" 1 -1/2' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYIATE LACQUER. Engr, ANN= MAR CIVIL FLA. PE 1_3E18133 C.A.N. aa+n PNUi.?UCT NIiT:DV/L.5 ao emptying with tee Florida Balam Cod. AscHptmlos No Ess Man DH4.lan Memel drawing no, M04 -04 (sheet 6of 8 ) 8/1S° DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 5/16" DIA. ULTRACONS 2 PER ANGLE L FLOATING CLIP SNUG FIT INSIDE MULL #14 WS 4 PER ANGLE 1111 II 11 P9 25251/0" ALUM ANGLE LOCARON OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 °, 5" AND 6° TUBE MULLIONS 5/16' CIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2° 1-3/4" ALL CUPS AND MOLES TO FIT SNUG INTO TUBE MULUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. ARSHAD MOM OML PIA PE / 366d! CAN. 3536 c° 01 zoo lRODUCT Itt WED macmWyi::gwitN &s 'Ronda U ikIU U Co-24 1 ka 6.03 ze, i4 V V v O 3 a g W m 2 / Pi2-; Z '$ z ` i 3J11qq t Raw tE 8 I 8 6 drawing no. M04 -04 (sheet 7 o e ) #14 SMS SEE CHART FOR QUANTITIES TUBE MULLION 81G 2/SMS SIDE I /B' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE - TUBE MULLION #14 FN BUS 1 -1/2' O.C. MW. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION m . 10 FH SMS PER CUP 1' O.C. MN. 1 -3/4' X 2' X I/8' FOR 2BY TUBE 7/4' X r X 1/8' FOR (1 BY TUBE UM CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL ii METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. A. MIN. EDGE DIST. MN. CL TO CL SPACING ALUMINUM S /8' Engr *R&M VtOAN CPAL FLA. PBS 38887 CAN. SAM CT 01 2109 PRODUCT RENEWill) Ma witiL Iha IYucida Amaptancu No iNithattaa ∎�t .03 (got '.r 101.V ,iq Li o .�9Di�IsS�RB C <Im V O w drawing . no. M04 -04 (meet 8 of 8 alawwinee Customer Name: Job Address: City: Email: 100 St- HM reS - WINDOWS - SHUTTERS - FENCES Contract 1642 Date: • .06 [12, Ph: CeICRAE4—arits-472/34 State: SSi3f3 Fax: Ph: Mailing Address: bet„,.. de Lucca (gap L., IT City: State: Zip: # I Size Description 1L win docuS; o.4 2 t- ri40-10.1 $ 1 isC( _Ha". itain- elfiu-te VAX.- e 11 3 C.eII: Fax: 6L 7j 8 9! 101 111 121 1 440640044 '00.11,426 .e4-1 tin. cstoi,s_ 41),WO 131 141 15 161 17 18! 191 Color: Type: 5 Sub Total: Processing Fee: -rortek Total: 41). 661t) + City Fee: AjO+Trell) Terms of Payment Down Payment: $ 58OO .,aL Permit issued: theeli40Pri —%$ at Delivery: '.4CaOteAlfe12 Final Payment: 2-oS at) IShutter Maintenance: Invoice per Maintenance Visit: $ If order requires permit, drawings and calculation add $280.00 for processing fee plus city permit fees. Downpayment not refundable x Times a year: . Total = $ This Shutter maintenance is for the period of , 20 - , 20 and is renewable automatically unless notified in writing withing (30) days prior. Sales tax not included (if applicable) customer acceptance The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment is due before job performed, once payment is received, work is followed. Customer Signature: The Above specified items are expected to be delivered within; after receiving Home Owner's association letter of approval, signed Notice of Commencement and city permit approval. I/we ve rea nd agreed with the terms and conditions at the back of this agreement. Name: 04)024 lee-44. Date: Respectfully Submited By Manager Approval by: 14e,firmn rio-re4A Sales Person Date: This proposal may be withdraw by us if not accepted. Miami: 786.206.9008 . Broward: 954.682.9056 . Fax: 786.369.1895 • .._._ 1 1 •■• ...■••• 11111,a • Oa ■••• ■•••••••■ OM • 111..• ••• 0,11, ■•• •••■ "ASCE705W.xls" Program Version 1.1 WIND LOADING ANALYSIS - Wall Components and Cladding Per ASCE 7 -05 Code for Buildings of Any Height Using Method 2: Ana ytical Procedure (Section 6.5 Job Name: Beatriz De Luca Subject: _ Job Number: 150 NE 100 St Miami Shores Originator. C.S I Checker: In • ut Data: B Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Building Width = Building Length = Roof Type = Topo. Factor, Kzt = Direct. Factor, Kd = Enclosed? (Y /N) Hurricane Region? Component Name = Effective Area, Ae = 146 mph (Wind Map, Figure 6 -1) (Table 1 -1 Occupancy Category) (Sect. 6.5.6) ft. (hr >= he) ft. (he <= hr) ft. (Normal to Building Ridge) ft. (Parallel to Building Ridge) (Gable or Monoslope) II C _15.00 9.00 50.00 40.00 g 1.00 L < Plan (Sect. 6.5.7 & Figure 6-4) (Table 6-4) 0.85 Y (Sect. 6.2 & Figure 6 -5) (Girt, Siding, Wall, or Fastener) hr ft.A2 (Area Tributary to C &C) Y 0 U Wall h he 10 Resulting Parameters and Coefficients: k L , Elevation Roof Angle, 0 = Mean Roof Ht., h = 6.84 deg. ft. (h = he, for roof angle < =10 deg.) 9.00 Wall Extemal Pressure Coefficients, GCp: GCp Zone 4 Pos. = GCp Zone 5 Pos. = GCp Zone 4 Neg. = GCp Zone 5 Neg. = 0.90 (Fig. 6 -11A, GCp is reduced by 10% for roof angle < =10 deg. ) (Fig. 6 -11A, GCp is reduced by 10% for roof angle < =10 deg. ) (Fig. 6 -11A, GCp is reduced by 10% for roof angle < =10 deg. ) (Fig. 6 -11A, GCp is reduced by 10% for roof angle < =10 deg. ) 0.90 -0.99 -1.26 Positive & Negative Internal Pressure Coefficients, GCpi (Figure 6 -5): +GCpi Coef. = -GCpi Coef. = 0.18 (positive intemal pressure) (negative intemal pressure) -0.18 If z <= 15 then: Kz = 2.01 *(15 /zg) ^(2/a) , If z > 15 then: Kz = 2.01 *(z /zg) ^(2/a) (Table 6 -3, Case la) a = zg = Kh = I = 9.50 (Table 6 -2) 900 (Table 6 -2) 0.85 (Kh = Kz evaluated at z = h) 1.00 (Table 6 -1) (Importance factor) Velocity Pressure: qz = 0.00256 *Kz *Kzt *Kd *V ^2 *I (Sect. 6.5.10, Eq. 6 -15) qh = 39.37 psf qh = 0.00256 *Kh *Kzt *Kd *V ^2 *I (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 6.5.12.4): For h <= 60 ft.: p = qh *((GCp) - ( + /- GCpi)) (psf) For h > 60 ft.: p = q *(GCp) - qi *( + / -GCpi) (psf) where: q = qz for windward walls, q = qh for leeward walls and side walls qi = qh for all walls (conservatively assumed per Sect. 6.5.12.4.2) s / /pp/ a Wind Load Tabulation for Wall Components & Cladding Component 1 z 1 Kh 1 qh I p = Net Design Pressures (psf) / / 1 of 3 /9/ 12 1:31 PM (ft.) "ASCE705W.xls" Program Version 1.1 (psf) Zone 4 ( +) Zone 4 ( -) Zone 5 ( +) Zone 5 ( -) Wall For z = hr For z = he: For z = h: 0 0.85 39.37 15.00 0.85 39.37 42.52 42.52 -46.07 42.52 -56.70 -46.07 42.52 -56.70 9.00 0.85 39.37 42.52 -46.07 42.52 -56.70 9.00 0.85 39.37 42.52 -46.07 42.52 -56.70 Notes: 1. ( +) and ( -) signs signify wind pressures acting toward & away from respective surfaces. 2. Width of Zone 5 (end zones), 'a' = L 3.60 Ift. 3. Per Code Section 6.1.4.2, the minimum wind load for C &C shall not be Tess than 10 psf. 4. References : a. ASCE 7-02, "Minimum Design Loads for Buildings and Other Structures ". b. "Guide to the Use of the Wind Load Provisions of ASCE 7 -02" by: Kishor C. Mehta and James M. Delahay (2004). 2 of 3 "ASCE705W.xls" Program Version 1.1 Wall Components and Cladding: Wall Zones for Buildings with h <= 60 ft. ELEVAllON Wall Zones for Buildings with h > 60 ft. 3of3 379`0 `7:31 PM NOTICE OF COMMENCEMENT A WOWED COPY MUST BE POSTED OH THE JOS BITE AT TIME OF FIRST INSPECTION PERMIT ND., . TAX FOLIO NO, '1i-32A-013— 2140 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made lo certain real properly, and in accordance with Chapter 71S, Florida Statutes, the lallowing information Is provided In This Notice of Commencement. 1111111111111111111111111111111 CFN 2012R0189514 DR Bk 28036 Ps 3622► (1PS) RECORDED 03/15/2012 15:54:05 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUIITYr FLORIDA LAST PAGE 1. Legal description of property and street /address: /672 SIG fd© t kiear»i Fe, / '33 ISO / Miso'r' i Shores S A 41,11) 96 Jo-- r° Lai-- 5 8 41 ©I NC Ro .I a1- ; ze lop -000 x I I S' . 2. Description of improvement: jam) w 1 n dO w $ b.. ®-f S 3. Owner(s) name and address: 3.41" i de. kCe.. /.Sb ,tk /®o,c;-I Warm` T( 33/3 5 ho r-eS Interest in property: Name and address of fee simple titleholder: 4, Contractor's name and address: 4.. 1)4.0%% YY). J fee__ .42 42 3 3 t z 5. Surety: (Payment bond required by owner from .contractor, If any Name and address: ' Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: (/1 . 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('I)(b), Florida Statutes .Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of re _g unless a, rent • .ite is specified) Signature wner Print Owner's Narne ilW7g1 Sworn to and subscribed bef� a 0;:� , ' , 20 )�' II * i • This Instrument prepared by , s rs. . „ ,rrcs.com Name: GisSltq sio.�jnt 6,v Prinl Notary's ,�me .�=-- ,— u'm'r1,'' TI' Address 2242 Nc. 3c5 i My Commission expires pd,i,Gf L' FG3 3( 1..,z Nolary Public 1