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WS-13-1611
INSPECTION RECORD Miami Shores Village 10050 N. E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 PermltNO. WS -7 -13 -1611 Issue Date: 7129/2013 I Expires: 01 /25/2014 INSPECTION REQUESTS: (305)762 -4949 or Log on at https : /Ibldg.miamishoresvillage.com /cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows /Shutters Parcel #:1131010330280 Owner's Name: Owner's Phone: Job Address: 53 NW 97 Street Total Square Feet: 0 Miami hor c,FL 33138- Total Job Valuation: $ 15,750.00 Bond Number: Contractor(s) Phone Primary Contractor SUPERIOR REPLACEMENT WINDO (305)256 -1411 Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:0013M. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fam (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: City: A Folio/Parcew 53 K) W 11 ST Is the Building Historically Designated: Yes JUL I Permit No. 3 J Master Permit No ROOFING County: Miami Dade Zip: -3 3 150 NO x Flood Zone: - OWNER: Name (Fee Simple Titleholder): Tom A . r o �T Phone#: 331 Address: 5 3 N W 91 ST City: _ h'e R,n % f k "fu State: R_ zip: Tenant/I.essee Name: Phone#: Email: legule CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or Registration#: Contact Phone#: 1t) —1 iI` Email Address: I DESIGNER Architect/Engineer. Phone#: Value of Work for this Permit: $ $'i�� &ivarWUnear Footage of Work: Type of Work: DAddition .. DAlteration ONew )Wpair/Replace Description of Work: i US ODemolition Color thru life: Submittal Fee $ Permit Fee $ Sunning Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ StruchM Review $ TOTAL FEE NOW DUE $ .Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if State I I zip Mortgage Lender's Address r. U . D 0X ti t- L-W'l city �bwto sy State I %< Zip -j J tJZ _'4 Z J `1 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 IlVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. • As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fffw4kpection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will be approved and a rekapection fee will be charged AASignature or Agent Contractor The foregoing instrument was acknowledged before me this �� The foregoing instrument was acknowledged before me thiy/nl� day of 20 �, by , VI ` �f iT� . day of 20 , by a1D.11 �, ��t I: who is personally known to or who has produced who . personally kno me or who has produced -$As identificcation and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: - � ,Imo,, r Print __ IJt�Y1 1� VGI ►en My Commission Expires: % 4W DANIEL VALUMMMM MY COMMISSION 9 9110" EXPIRES: LW 21, MV APPROVED BY _ 44 Ogrl 13 Plans Examiner Structural Review (Revised 3 /1=012)(Revised 07 /1007)(Revised 06110/2009)(Revised 3/15/0)) NOTARY Sign: Print: My Commission ,V%- CLARA GUEVARA MY COMMISSION t EE 188329 EXPIRES: May 12, 2016 Balled Ttuu Notmy Public Undwdi m Zoning Clerk ?1 v L ®® .*y v S6501-& Replacement Window & Door, Inc. Date: May 31, 2013 14250 SW 136 Stred Bay 013, Miami, Florida 33186 - License: 03BS00463,SCC131151253 Rep. Jason Spiegelman Tel. (305 ) 256 -1411 email: Jamisechafferi@yahoo.com 305 - 970 -9862 Cell. customer Anthony Dent + Jessica Davies iessiannedavies@gmaii.com 305- 807 -2090 Addnla<s. 53 NW 97 Sheet, Miami Shores, Florida 33150 QTY General Product Description page Unit Price TOTAL Impact Windows + Doors ... ... ftnufacLued by Eco Window SPteMLARiding Glass Door by ES 12- 0312.03 ( SOD) �+* ••� NlIam] Dade county Noes :12- 0402.03 ( FO ) 12- 0223.24 ( SH ) 13- 0206.13 ( HR) While Frame 1 FUR Vlswl Clear Impact Glass Mir - Single Hung Windows (Floride Roan + French Dow)-� 1ii18" - Horizontal Roiling Windows + Smaller Single Hung Windows No Shutters Requfisoi „* „► Qq i p� N G L . 5 bQ 7 Thennatru - SoN - Panted fiVHZ ftwet Door - X UfOS $ 853.76 $ 853.78 Size Code: Cust, 381/2" x 81' (Mark 1) Front Entry - Primed WHITE 9116" Pvc Rot Resistant Jamb, Erdended ThreshoK Upgraded Hinges, Bdckmold, 4 ECO 200 - Horizontal itoffl" Windows - 9911ft XO - With Semen $ 576.78 $ 2,307.12 Sim Code: Cust., 68" x 50 5!8" ( Mark 2,5,9,12 ) Front (3 ) Right Elevation (1) ... *" 1 ECO 200 - Horizontal Rotting Windows - Conft XO - With Screen $ 467.09 $ 467.09 Size Code: Cust, 60" x 44" (ft e* 4 ) Kitchen ... ... 1 ES 4100 - sliding Glass Door - COnfi . XO - With Semen (Mr) $ 1,225.00 $ 1,225.00 Size-Code.: 5'0" x 6'8°, 60° x 80" ( Mark 8) 6 ECO 100 - SI * Hung Windows - Conflit, Olx - With Screen ( Pro View) (7Mr) $ 437.92 $ 2,597.52 Size Code: Cust., 32° x 68" ( Mark 6) Rear Emotion ... «• 4 ECO 140 - Single Hung 110n Bowe - Config, O/x -With Screen Pro View) ( 7118° ) $ 508.82 $ 2,035.28 Size Code: Cust, 39" x 68" 1 Mark $) Rear Elevation 8 Mull Bar Supolp 1"x 4" x 68" [dark 8 $ 66.28 $ 331.30 2 Breakmeal Covers - inside I Outside Mark 6 $ 195.00 $ 390.00 2 ECO 80 - Single Hung Windows - Config, Ohr - With Screen $ 201.59 $ 403.18 Size Code: Cust., 331/2" x 28" ( Mark 7,10) " Obscure - While Interlatrer ". .�. 2 ECO 50 - Single H Windows - Cqft. Olx - With Screen $ 269.41 $ 538.82 Size Code: Cust, 331P1" x 50" ( Mark 8,11) ... "» Installation for above listed materials *•* °" °14 Single Window Instdation - Remove old, ftwO New $ 135.00 $ 1,890.00 6 Double Window Insallation - Remove old, Install Now $ 225.00 $ 1,125.00 8 Mull Bar Installation $ 50.00 $ 250.00 1 Sin to Door firMilation - Remove old, Install New Trim Padrage Included $ 650.00 $ . 650.00 1 Double Door Installation - Remove a0, install New $ 450.00 $ 450.00 Note: lfttft for Front Frmy Not Included. Can be prov0ed by SRW+O at additional large. I "" I "* 1st Page Subtotal (tmr Included): $ 15,514.07 General product & work description page 1 of 2 Client Initials . it Superior Replacement Window & Door, Inc. Date: May 310 2013 14260 SW 136 Shed Bay 013, Miami, Florida 33186-License: 038S00463,SCC131151253 Rep. Jason Splegelman 9nr: Tn AA62 Call_ Tel. MW Zti 1477 UMJMI: JUMMOUMHUF all — Jessica Davies LssiannedavleSCa�gNnOffO* 07 -2m Custane . $ Addroas: $3 NW 87 Street, Miami Shores, Florida 33150 $ QTY rm roduct page ce 07'AL ... 60% deposit an M8WaIs & Pemdt PMOSM g: $ ... 5W. balance due upon delivery of windows to Obsfte: 1 Pem fee - includes a Single worst cue scenario wind -lad calcptlati$500.00 Lead time is running six - M weeks to moon the new windows + Doots. mshallation is Seven days. with a Possible additional 8 stucco touch up Is Pro sad windows & door are Dade County approved Impact resWAK ahrdWs ep=W & of the old windows + d oors Is included. Incderdal Mum re around masonry included SRW & New windows + doors to be sealed on etttedw side with P—Ohr- "' $ 500.00 ... 4,365.00 uretiuuul cawiting. httedor of new windows + doors to be sealed with Latex cw area to be maintalned cleat► & free of construction debris. Ali construction debris to be nowed from jobstte at end of job. to be used inside house wherever work Is being done. Totel:. $ 15,7W.W RY tee's are not hufuded. Additional charges nsy spoy. Kate: AD aluminum ( Scrap or Whole ) windows, doors, stutters, Iron bens and any cow removed from the subject property persuant to this contract beom= the ProPedY of ~` ... Superior Replacement Window + Door Inc. Unless noted ~*49e. �« ... rat Paew cRuhtemi (tax included): $15,814.07 2nd Page subtotal (trot included): $ 500.00 Subtotal: $ 16.014.07 Angle's Llst Discount: $ 260.00 Total: $15,764.07 60% deposit an M8WaIs & Pemdt PMOSM g: $ 5,692.50 5W. balance due upon delivery of windows to Obsfte: $ 5,692.50 Installation balance due: $ 4,365.00 Totel:. $ 15,7W.W General product 81 work description page 2 of 2 Client Initials JEFF ATWATER CHIEF FINANCIAL OFFICER * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW' CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers Compensation law. EFFECTIVE DATE: 6113/2013 EXPIRATION DATE: 611312015 PERSON: SCHAFFER JAMES C FEIN: 161651027 BUSINESS NAME AND ADDRESS: SUPERIOR REPLACEMENT W 14250 SW 136TH STREET BAY MIAMI FL 33186 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. 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 cerGfKvft. the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The person named on the certificate to meet the requirements of this section. ant shall revoke a cerrdicafe at any time for failure of the DFS- F2 -DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07 -12 e QUESTIONS? (850)413 -1609 STATE OF FLORIDA Y DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION F CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH TALLAHASSEE STREET L 32399 -0783 9 SCHAFFER, JAMES C SUPERIOR REPLACEMENT WINDOW & DOOR INC 21032 S.W. 91ST COURT CUTLER BAY FL 33189 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better,. For information about our services, please log onto wvwv.mytioridalicense.com. There you can find more information about our-divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. (850) 487 -1395 9 STATE OF FLORIDA AC# 6&9C,433 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION SCC131151253 07/11/12 000000000 CERTIFIED SPECIALTY CONTRACTOR SCHAFFER, JAMES C SUPERIOR REPLACEMENT WINDOW & DO GLASS AND GLAZING CONTRACTOR Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! Is CERTIFIED Wade; 2 provisions of c 006 9 Fs mxpiration date= AUG 31, 2Q14 112071100698 DETACH HERE �C* 6196433 STATE OF FLORIDA DEPARTMENT OF BUSINESS, AND PROFESSION REGULATION CONSTRUCTION INDUSTRY LICENSINa'BOARD SEQ# L12071100698 07 11 201 0000000�z`�CC 311 512�3 The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter ±8g� E•�g, Expiration date; AUG 31, 2014 SCHAFFER, JAMES C SUPERIOR REPLACEMENT WINDOW & DOOR C'' 21032 S.W. 91ST COURT CUTLER BAY FL 33189 RICK SCOTT GOVERNOR KElt LAWSON e ano 1WM % "Nr 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 Permit No: W S IS-- 16 II Structural Critique Sheet 1 $VT RAJ NJ (� o ff t-L-S A- 0 49 ,�'vY- 00 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. Mehdi Asraf Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: ° " � � � DATE: �112tll'-'70 (NAME) Contractor in Owner o Architect Picked up 2 sets of plans and (other) Address: �;3, 6/A,,,6 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED C PERMIT CLERK I (Signature) NOTICE OF COMMENCEMENT A RECORDED CCOPY MUST BE POSTED ON THE JOB SITE AT TIME OF FOIST INSPECTION PERMIT NO �' °I�` I LTAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. 1. Legal description of property and street/address: RI) C FN 20 13RO564 � 8 OR Sk 28729 Ps 37565 °s (fps) RECORDED 07/18/2013 10:50937 HARVEY RUVINP CLERK OF COURT MIAMI —DADE COUNT P FLORIDA LAST PAGE jpace above reserved for Re of recording *trice 3.Owner(s) name and address: Interest in property: Z2wr%4v-,.- Name and address of fee simple titleholder 4. Contractor's name, address and phone number. E 5. Surety: (Payment bond required by a e contractor, if any) Name, address and phone num bar Amount of bond $ 6. Lender's name and address• AJ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served ast provided by Name adorers land phone dnumStl Statutes, i Lc, 1 � � 53 WW � ST hT.AA- L S�4r E-3. EL 3 ISO `'aa�' ftb� 7,aga 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, address and phone number. Q 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recorftg unless a dHFe77a7t date is spedflec!) WARNING TA OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMD IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JO FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE OR RECORDING YOUR NOTICE OF COMMENCEMENT, STATE OF FLORID& COLIMY Signature(s) of s orized Officer / Director /Partner/Man BY CMFY ttO Prepared By _ _ Prepared By I fiP on Print Name • '� i Print Name Title/Office V TiUe/Office WITNE MW BP►d„ _ E .. _ e _. n _a er... STATE OF FLORIDA COUNTY OF MIAMI -DADE The _oing;rtistr�merrt wps acknowledged before me this e'�J day ❑ Individuft or U�as °– for ❑ Personally known, or produced the following type of lde Signature of Notary Public: Print Name: (SEAL) �►RE CONSIDERED HYING TWICE FOR SITE BEFORE THE DANIEL VALIENI*ly L'ERIFlGATION PURSUANT TO SECTION 92525, FLORIDA STATUS [oN> Under penalties of perjury, I declare that I have read the foregoing and tMjE=-. moty21,2dt7 th at the facts stated in It are true, to the best of my knowledge and belief. Signathre(s) Ownerfsj Authorized Officer/Director/Partner/Manager who signed above: By By 124.07 -82 PAW 3 0 Homeowner Anthony Dent and Jessica Davies Comments Property address 53 NW 97th St, Miami Shores, FI, 33150 ul C M�j OM Gcg,Gh Gi fD Ga'Ge Gf GJ Gk N6a * a ® :° GIP ® 6i G 6n � o * o � 6c �! � � GOr h! O �; E F 3 0 _n O * N J 7 n1a U P � � _a Q `d CL q (4 �" �/ "' U C) 9 r in i w Existing Steel " k o go N column to remai 6*7 Kn y, 1 J _ i �— ED o v:3 a r� � CC LU iiM a z o 3 a )., I QNmco in n nJa Q 0 o@ v Ze r 7 an I X1% J For Window /Door type, -n a m dimensions * calculated DPS -Y. F4A r L1 _ see attached chart N Contractor: Homeowner: SRW & D, Inc. Anthony Dent and Jessica Davies 14250 SW 136th Street, BE # 13 - Miami, FI 33186 53 NW 97th St, Miami Shores, FI, 33150 Tel: 305 -256 -1411 Lic. # 0313S00463, SCC131151253 Mark Window / Door Type Approvals Width Height DPS ( +) DPS ( -) 1 Thermatru - Fiberglass door - X FL 10537.1 36 80 80.0 80.0 2 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 12- 0221.05 68 505/8 70.0 80.0 3 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 12- 0221.05 68 505/8 70.0 80.0 4 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 12- 0221.05 60 44 70.0 80.0 5 ES - Series 4000 Aluminum Sliding Door NOA # 12- 0312.03 60 80 70.0 80.0 6a ECO -Guard Series 100 Aluminum Single hung window NOA #12- 0223.24 32 68 75.0 90.0 6b ES -Aluminum tube mullion NOA # 12- 0308.37 174x69 64.2 64.2 6c ECO -Guard Series 100 Aluminum Single hung window NOA #12- 0223.24 32 68 75.0 90.0 6d ECO -Guard Series 100 Aluminum Single hung window NOA #12 -0223.24 39 68 75.0 90.0 6e ES - Aluminum tube mullion NOA # 12- 0308.37 1x4x69 64.2 64.2 6f ECO -Guard Series 100 Aluminum Single hung window NOA #12 -0223.24 39 68 75.0 90.0 ECO -Guard Series 100 Aluminum Single hung window NOA #12- 0223.24 39 68 75.0 90.0 6h ES - Aluminum tube mullion NOA # 12 -0308.37 1 x4x69 64.2 64.2 6i ECO -Guard Series 100 Aluminum Single hung window NOA #12- 0223.24 39 68 75.0 90.0 6i ECO -Guard Series 100 Aluminum Single hung window NOA #12 -0223.24 32 68 75.0 90.0 6k ES - Aluminum tube mullion NOA # 12 -0308.37 1x4x69 64.2 64.2 61 ECO -Guard Series 100 Aluminum Single hung window NOA #12 -0223.24 32 68 75.0 90.0 6m ECO -Guard Series 100 Aluminum Single hung window NOA #12 -0223.24 32 68 75.0 90.0 6n ES - Aluminum tube mullion NOA # 12- 0308.37 1x4x69 64.2 64.2 6o ECO -Guard Series 100 Aluminum Single hung window NOA #12 -0223.24 32 68 75.0 90.0 7 ECO -Guard Series 50 Aluminum Single hung window NOA #12 -0820.08 331/2 26 55.0 60.0 8 ECO -Guard Series 50 Aluminum Single hung window NOA #12 -0820.08 331/2 50 55.0 60.0 9 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 12- 0221.05 68 505/8 70.0 80.0 10 ECO -Guard Series 50 Aluminum Single hung window NOA #12 -0820.08 331/2 26 55.0 60.0 11 ECO -Guard Series 50 Aluminum Single hung window NOA #12 -0820.08 331/2 50 55.0 60.0 12 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 12- 0221.05 68 505/8 70.0 80.0 Flbdda Department Hot Submit Stat FB BCI Log User s& Publicatio C S Link Searc BCIS Home I Tovi I Surchar 1— 1- 1- ) 1 Busines { In F Registration cs Fact ns Staf Site s h Professi�'-�' s f Man Regulation '° Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/Email Authorized. Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method ` FL10537 -Ri Revision 2010 Approved A Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 rickw @rwbldgconsultants.com Rick Wright rickw @rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer PF Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. i developed the Evaluation Report Florida UcenW Quality Assurance Entity PE -43409 National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. W Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL10537 R1 COI Certificate of Indenendence.pdf ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL10537 R1 Eguiv of STANDARDS.udf Method 1 Option D 02/28/2012 02/29/2012 03/07/2012 04/03/2012 Summary of Products FL # ,Name Model, Number or Description 10537:1_ -- a. "FiberClassic ", VS "Impact" Opaque Fiberglass Single "SmoothStar7, Door, - (X)) Inswing or Outswit "ClassicCraft" or Configuration - - "ClassicCraft Rustic" f Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 RI H Inst 10537.1.�df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, Impact Resistant: Yes P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 10537.1 for Design Evaluation Reports Pressure Ratings by speciflc Model and FL10537 R1 AE EVAL 10537.1.ndf for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 10537.2 b. "FiberClassic ", 6'8 "Impact" Opaque Fiberglass Single "SmoothStar ", Door with Sidelite - (OX or XO) Inswing "ClassicCraft" or or Outswing Configuration "ClassicCraft Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 Rl Il Inst 10537.2.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, Impact Resistant: Yes P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 10537.2 for Design Evaluation Reports Pressure Ratings by specific Model and FL10537 Rl AE EVAL 10537.2.pd for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) 10537.3 c. "FiberCiassic ", 6'8 "Impact" Opaque Fiberglass Single "SmoothStar ", Door with Sidelites - (OXO) Inswing or "ClassicCraft" or Outswing Confguration "ClassicCraft Rustic" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 R1 II Inst 105373.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, Impact Resistant: Yes P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 10537.3 for Design Evaluation Reports Pressure Ratings by specific Model and FL10537 R1 AE EVAL 105373.W or any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) 10537.4 d. "FiberClasslc", 68 "Impact" Opaque Fiberglass Double "SmoothStar", Door - (XX) Inswing or Outswing "ClassicCraft" or Configuration "ClassicCraft Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 Rl II Inst 10537.4.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, Impact Resistant: Yes P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 10537.4 for Design Evaluation Reports Pressure Ratings by speciflc Model and FL10537 RI AE EVAL 10537.4.2df for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. 10537.5 e. "FiberClassic ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites - (OXXO) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 RI H Inst 10537.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, Impact Resistant: Yes P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 10537.5 for Design Evaluation Reports Pressure Ratings by specific Model and FL10537 R1 AE EVAL 10537.5.pddf for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Flow.:: Privacy Statement Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide. the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are, a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: LEAMIRM Credit ard- THERMA07RU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING IMPACT" ce4EM HIM 1. 1ht product has been evaluated and is in compliance with the 2010 Florida Building Code )FBC) structural requirements including the Wgh velocity Hurricane ZorW )HM). 2 Product anchors stroll be as listed and spaced as shown on detaAs Anchmembedment to base material shag be beyond wall dressing or stucco. 3. When used in the %VHT fit product compiles with section 1626 of the Florida B dit Code and does not require an impact resistant covering. 4. When used in areas outside of the °HVHP requiring wind borne debit protection fitt product complies with Section 1609.1.2 of the 2010 FBC and does not require an hoped resistant coverfrg.ft product meets missile level V and Includes Wind Zone 4 as dellned in ASfM El 996 and Section 1609.1.2.4 of the FBC. 5. for 2x stud framing construction, anchoring of these unit shaA be the same as that stows for 2x buck masonry construction. 6. Site conditions that deviate from the detoGs of this drawing require further engineering analysis by a licensed engineer or registered ard4lect. 7. Outwing configurations using tiveshoid Item #4 meet water infiltration requrements for IWHP. 8. Inswing configurations and oufswing configurations using threshold item 05 do rot meet fire water hAtratlon requirements for the WHP and shall be installed only in norn4mbilable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overimng to sN is less than 45 degrees. SMOOTH ; INSWING 37.75"x 82.2E +75.0 STAR - -' OUTSWING 37.75° x 80.75" _ - +80.0 CLASSIC INSWING 37.75'x82.25° +100.0 CRAFT OUTSWING 37.75'x 80.75' +1 00.0 CLASSIC INSWING 37.75"x 82.26" +90.0 CRAFT OUTSWING 37.75' x 80.75' +90.0 RUSTIC FIBER INSWING 37.76" x 8226" +75.0 CLASSIC OUiSVI NG 37.76' x 80.75' +80.0 -75.0 -80;0 -100.0 -100.0 -90.0 -40.0 -75.0 -80.0 n C4 1.4 g� r dj >- go IM FL- 10537.1 rr 1 oF 10 m 0 Z s s m a m °o L DETAIL A -A J P '� SmootN ska 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 0 00000 O 0000000 00000000 0000000 00000000 DETAIL A A Pang! reinforcement 1.18° O 28.86% OPEN AREA MAX. (:1.181YC�ES18$ DMIOR INTERIOR Q,. i:. •..• i• • d aNZ„ Z. FL- 10537.9 is 2 or 10 S1 EXTERIOR i 1 " ��1 GA Tv N 1oj 11 • l j G O 2 RJTB210R 56 g Y: V wa u -0= SECTION E1 1 •i ® 4.06 �° 51 O.W TYP.4 a 13 CORNERS a r OF PANEL � EXTERIOR INTERIOR LDEMO. A A a2 TOPAAIL IOCJCS1tTF UP j0000000 0000 0000 0000 �t'�� 0000 51 0000 Q 0000 0000 0000 O 0.34° 000 000 %� + 00000000 -rk 0000 �y',^e� ^ t 000 28.86%OPEN 0 0 AREA AAAX. 00 0 s VER11 L CROSS S CTION a a4 os 000 3 N.T.S. 0000 wf. n AL m is pETALLA -A LFS Z537.1 d PSI FL— 537.7 °am 3 w0 ''T L DETAIL A A J WM PANR o C�iC 000000 0000000 000000 III 0000000 000000 0000000 000000 0000000 0.00000 O 0000000 000000 0000000 000000 �f 0000000 000000 $$,$8� QPEFI 0 0 O 0 AREA MAX 000 O 0000 000000 0000000 RE111BA -A Panel M 4� 31 � , - wa J/ � 6 QC �$ 4LL l{FJa..y 0oQo'. C h E m $ n &22408 U4 N.T.S. a sn AL m' c en vs ; ow w FL- 10337.1 c mT-A- or10- III � , - wa J/ � 6 QC �$ 4LL l{FJa..y 0oQo'. C h E m $ n &22408 U4 N.T.S. a sn AL m' c en vs ; ow w FL- 10337.1 c mT-A- or10- 67 61 EXTERIOR d7 61 d3 - Go�A°� 3 INTERIOR 66 62 Q g i .f 67 1 ® 4.10 i 61 a —� EXTERIOR INTERIOR R1P app($ DEfA0. A -A 00 h 00 f" Ur v •r' O 00 00 00 00 R.i 00 O 00 GQ gir�� d 00 00 00 T 00100000 28.86% OPEN o AREA MAX. 6. ifQA1 a o 0.0 ��VER XM CROSS SP NM mm 2 24 08 i 00 00 N.T.S. 00 on AL m CHL B" DEfAUA•A' Q Panalretnforcement FL- 10837.1 __�I�iil,IClllfll 10 4 INTERIOR � 19 •ena•. °, s e n P b 6 a a b o 18 EXTERIOR 40 30 14 G LA 60 50 A N E lop EMIL (M., D r3 HORI ,OM CRQ4t SECTION d g 5 b Shrnm w /1X svb buck .4 7 7 7 7 5 a L D� "P.) .ae P o 10 INTERIOR INTERIOR !0 4e a L Q P AJS' �y e t � O n •' a P• 1 a 12 12 1 B3O 40 EXTERIOR EXTERIOR 40 30 24 6G 50 C N.T.S. � 16 LL EMB. (IYP.) am en AL m' 1 H ld QWL CROSS $ECTM 2� RI MAL cJ7OSS sECrION Ema. r q°' LFS 6 oved "in ng 6 0Outswiawp - huvRng EMB. {fYP.I a iq s ch FL— tQ537.t o 6 OF L2 ISHM D. s ° e .6 P EXTERIOR INTERIOR CI�VERTICA! CROSS SECTION 7 UUtW CbD o� Ig �+->+e ,2*AE �U-'MWA W� EXTERIOR INTERIOR Cal YERKM CROSS SECTION 7 ShownwflX EXTERIOR INTERIOR �1 VENWAt CROSS SECTION 5 1 VERflCAt ROSS SECTM i general notes. t 1 � gawd ,° �1 gnwafertr�iraHon 'HVF¢" reqA ments a P a• ° D Pp 3 CM W CROSS SECflO N V y 7 g.,g. d�t1 reqL&ements INTERIOR EXTERIOR P .. .. P °• a n7, D P o "M 224 09 i6i M.T.S. C1 vERncA� caoss sEC°IroN mm W: AL cm U(c vs fcrlfvHrwatwknkftn —toy JVAW 7 a' 1A MASONRY OPENING 2X UCK-,,,., 4" 7 ACK ANCM)M DP<=SDP$f 11.W MAX. ONCBM TYP. 1-r MASONRY J OPENING 2X BU CK 80 < DF <=100 pst CONCRETEANCHOR NOTES: 1. Subsffkdlon of equal concrete screws horn a dfferant stippger may have dIfferent edge clstance and center d1stance, qt*e—t& 2 Concrete screw bcoffm at the comers may be oclusted to nlointah ft n**num edge distance to morlarldnk it concrete screw locations noted as IMAX ON CENTER" nXW be odpzfed to maintain ft n**Ywm edge distance to axwfar Joints addilonal concrete scram maybe requked to ensure the rno*mm on center cfterWon Is not exceeded I Concrete andx)r table: . ... ....... ........ ............ .......... ..... . . . . . . . . . . . . . ......... ...._....... ..........::::::..e; ............ .............. ............ . . . . . . ... ...... ..... . . . . . . . . . . . . . . . . . . ........... .......... TYP. HW & 2 MASONRY JAMBS Y OPENING FRAME -11, 2X BUCK - HINGE JAMB FRAME ARCHOR NG Sn=JAAIB Musorvy2)( buck oorisftucffon CONCRETEANCHOR NOTES: 1. Subsffkdlon of equal concrete screws horn a dfferant stippger may have dIfferent edge clstance and center d1stance, qt*e—t& 2 Concrete screw bcoffm at the comers may be oclusted to nlointah ft n**num edge distance to morlarldnk it concrete screw locations noted as IMAX ON CENTER" nXW be odpzfed to maintain ft n**Ywm edge distance to axwfar Joints addilonal concrete scram maybe requked to ensure the rno*mm on center cfterWon Is not exceeded I Concrete andx)r table: . ... ....... ........ ............ .......... ..... . . . . . . . . . . . . . ......... ...._....... ..........::::::..e; ............ .............. ............ . . . . . . ... ...... ..... . . . . . . . . . . . . . . . . . . ........... .......... 2 r WGE DUAR "-=- & "ANW10A ''l A 11 F. Ndn z E3 sc 2/24/09 N.T.S. 9 1. on AL M 4 EM vs Wn W. I FL–IOW7.1 Fr a oF 10 ............ .. ................. ... .. . . ... ....... ......... . . .......... .. ....... .......... ..... ............. ........... ... .. ..... ........ ....... ............... ........... .... .......... .... ................. ..... ....... ........ . ...... .. . . .... . .. .... . . .... .... .......... . . ...... ... ........ . .......... ...... .. . . . . ........ ..... . . ......... .......... . . . . . . . . . . . . . . . . . . ...... .... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ...... . . .... .......... . . . . . . . . . . . . . . . . . . . . . . .. .. . .... .... . .... . ........... ...... •...... 2•1/r r . . . . . . . . . . . . . . . . 1. AU OFMAYER6AL4 REM DESCRI"m MATERIAL REM DESCwwm MATEMAL A 1X BUCK SG L 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 8 2X BUCK SG 2:0,55 WOOD 31 DOOR SKIN 0.095 THK CC RUSTIC = 6,000 PSI MN. FIBERGLASS C MAX. IN SHIM SPACE - 32 TOP RAIL CLASSIC CRAFT RUSTIC WOOD B D i /4" X 2 -3/ ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK & HINGE STILE CLASSIC CRAFT RusTcl WOODAVL q 4 E MASONRY - 3,192 PSI MN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C40 CONCRETE 34 BOTTOM RAIL CLASSIC CRAFT RUSTIC COMP. N a 35 PANEL REINFORCEMENT OAV THK CLASSIC CRAFT RUSTIC STEEL G 3/1 C X 3.1 bf ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 104" X 3-1 /4" ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS J 1 If X 3314" ELCO OR TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065' THK (SMOOTH STAR = 6= PSI MN. FIBERGLASS L #10 X 21 PFH WOOD SCREW STEEL 42 TOP RAIL 91000TH STAR COMP, n 1 INSWING ADJUSTABLE THRESHOLD (P kW--) ALUM./WOOD 43 LOCK SnLE (SMOOTH STAR WOODAVL 2 5 ALUM./COMP. 44 HINGE STILE SMOOTH STAR WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISPWM ALUM./COMP. 45 BOTTOM RAIL SMOOTH STARI COMP. NG COASTAL THRESHOLD ALU 46 PANEL REINFORCEMENT 0.023° THK SMOOTH STAR STEEL. 5 OUTSWNG STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095 THK CLASSIC C - 6,0011 PSI MN, FIBERGLASS 8 JAMB ffm SG - 0.55 WOOD 52 TOP RAIL CLASSIC CRAM COMP. 9 JAMB (OAIQ SG r -- 055 WOOD 53 LOCK STILE CLASSIC CRAFT] WOODAVL 10 1 WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC WOODAVL �q 11 HINGE STEEL 55 BOTTOM RAIL CLASSIC CRAM COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023° THK CLASSK: CRAFO STEEL 13 #9 X F PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE $� 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAIL - I 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065" THK FIBER CLASSIC Fy = 6,OOD PSI MN. FIBERGLASS 16 #8 X 2 -1/T PFH SCREW STEEL 62 TOP RAIL BER CLASSIC COMP. [E:[#8 X 3/4' PFH SCREW STEEL 63 LOCK STILE FIBER CLASSIC WOODAVL 18 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 64 HINGE STILE ER WOOD 19 KWIKSET DEADBOLT - SIGNATURE SERIES 980 STEEL 65 BOTTOM RAIL PH CLASSIC) COMP. 572' 5,75^ S TtIRE � 5Ji5 ramul S J}3w °'''• Pi �l'•': '. SJ. ' 11TttiF.TNOW 6 ! at 500 '"��' 66 PANEL REINFORCEMENT UV THK FIBER STEE. 67 FOAM CORE POLYURETHANE �+--- 5.87' � 4.57" LJ �+ H�+9� �u wry 4.56 01 g # 9 ® a V24100 09 N.T.S. CM LFS 104 fT.- 10537.1 SM _lp OF M ®�� MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Mimi, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) miami d a d & g ob e r a Eco Window Systems, LLC 7955 NW 77" Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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'Teo-Guard - 200" Aluminum Horizontal Rolling Window — I.M.I. APPROVAL DOCUMENT: Drawing No. W49 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L- M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision B dated 01/31/12, prepared by Al- Farooq Corporation, 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 Section. 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, model/series, 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- 0312.08 and consists of this page 1 and evidence pages E-1 E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0221.05 .. Expiration Date: May 27, 2014 Approval Date: April 26, 2012 Y4101 Page 1 Eco Windows Systons. LLC NOTICE OIL C47 ANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24 /09, with revision B dated 01/31/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 11 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 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NDA #09 0312.08) 2. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NDA #09 - 0312.08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2227, dated 01 /1 5/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 0312.08) 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 24113.2. 1, TAS 202 -94 along with marked up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- M- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 0312.08) mafinelpriz, P.E. Product Con finer NOA No. 12-0221.05 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E -1 Ego Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BET14M- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted reader previous NOA #09- 0312.08) 6. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312 08) 7. 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 a XOX aluminum ` horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI- 08- 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 031208) 8. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Subndfied under previous NOA#09- 0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al- Farooq Corporation, complying with FBC -2010, dated 01/27/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dame Department of Permitting, Environment,. and Regulatory Affairs (PERA) Manuel Per Product Control Ex in NOA No. 12 -0 .05 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E -2 Eco Windows Stems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGllasg Interlayer" dated 08/25111, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmed, P.E. 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Remo Narciso, P. E. (Submitted under previous NOA #09 0312.08) G. OTHER 1. Notice of Acceptance No. 09- 0312.08, issued to Eco Window Systems, LLC. for their "Eco -Guard Series -200" Aluminum Horizontal Roiling Window — L.M.I., approved on 05/27/09 and expiring on 05/27/14. Manuel Pe L.jProduct Control Exa ine NOA No. 12-42 . 5 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E -3 H I EGO —GUARD SERIES -200 A UMIN A HORIZONTAL ROLLING W'INDO� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROILING 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 a REOUiREMENTS OF THE FLORIDA BUU DING CODE INCLUDING HIGH VELOCITY 9 HURRICANE ZONE (NVHZ). 6 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m 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 UMITEO TO METAL SCREWS, THAT COME UNTO CANTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOtUREt�NTS OF TWE FLORIDA BLT7G. CODE SECTION 2003.8.4. i I /e° HEAT STREN'D. CLASS .080" INTERIAYER I&RACITE 8 BY 'OUPO NT' AT SRTEND. CLASS ILICONE OW CORNING 888 E SCS 2000 F HEAT STM D. GLASS A80" WrEidAYER SENTRYGYA4 BY 'DUPONT' rt/8" HEAT STREN'D, CLASS SCS 2000 GE 868 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS o� 6 ao Q s tb 1 4111 Vl t�p W tp M �o w h- THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.I SHUTTERS ARE NOT REQUIRED.: WWODW WDTN R FIn. PE Y 7OOBd , Da�1 Wafflairb" 2.aaar.as tS)%iERS A a l' 11 11 1, 11 11 I� Ij L—L B FALSE MUMS (SURFACE APPLIED) W 1/4° 32 314" ELL DRO. MAY BE USE6 D.L OPO. 33 3/8" EGO —GUARD SERIES -200 A UMIN A HORIZONTAL ROLLING W'INDO� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROILING 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 a REOUiREMENTS OF THE FLORIDA BUU DING CODE INCLUDING HIGH VELOCITY 9 HURRICANE ZONE (NVHZ). 6 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m 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 UMITEO TO METAL SCREWS, THAT COME UNTO CANTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOtUREt�NTS OF TWE FLORIDA BLT7G. CODE SECTION 2003.8.4. i I /e° HEAT STREN'D. CLASS .080" INTERIAYER I&RACITE 8 BY 'OUPO NT' AT SRTEND. CLASS ILICONE OW CORNING 888 E SCS 2000 F HEAT STM D. GLASS A80" WrEidAYER SENTRYGYA4 BY 'DUPONT' rt/8" HEAT STREN'D, CLASS SCS 2000 GE 868 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS o� 6 ao Q s tb 1 4111 Vl t�p W tp M �o w h- THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.I SHUTTERS ARE NOT REQUIRED.: R FIn. PE Y 7OOBd , Da�1 Wafflairb" 2.aaar.as a 1 ., 4i4k tlrawtng no. W09 -12 � � sheet 1 oT 7 DESRW WAD CAPACITY - PSF (X0, OX OR XX Sim) WINDOW DIMS. A w/o REWF. GLA99 TYR 'A' EXi'.(+) 01T.( -) wm NMI OLAM TYPE '8' EXf. +) 1 @R.( -) YAOTH I NE9iHT 26-1/2` 37° 33 -1/e° 74° 26° (3) 4 704 no 80.0 90A 4 704 80.0 60.0 904 8 70.0 800 no BOA 8 704 WA 80.0 90.0 26 -i/2° 3r 93 -1/8° 74' 39 -3/6° (3) 4 704 804 80.0 90.0 4 70.0 80.0 no WA 6 704 �.O MG 90.0 8 70.0 80A 800 90A 28 -1/2° Sr 83 -i/8° 74° 50 -9 /a° (4) 4 700 80.0 804 90.0 4 7a0 804 M0 90.0 8 70.0 80.0 80A 90.0 8 70.0 80.0 80A_ 80.0 26 -1/2° 3r 63 -1/8° 74' 83` (8) 4 70.0 804 80.0 20.0 a 684 77.6 80.0 90.0 8 700 70.0 804 90.0 8 7&0 702 80.0 80.4 24' 36° 48° 80' 72' 24 4 70.0 80.0 804 90.0 4 70.0 80.0 80.0 80.0 6 70.0 800 800 90.0 a 70.0 MA SD.O 90.0 8 70.0 60.0 80.0 90.0 24° 36° 48" 72• (3) Q. (4) 9 80A 80.0 90.0 90.0 9 80.0 80.0 90.0 W470.0 12 80.0 80.0 90.0 90.0 80.0 80.0 60.0 MA 80.0 no 12.0 4' ° _ 49° _ Be 72' (4 4 70.0 BD. 80.0 90.0 [j192E 7DA 80.0 90.0 6 70.0 $0.0 80.0 WA 8, 70.0 00.6 80.0 90.0 8 70.0 80.0 som 00.0 24" 36° 48° 0 72 Go 4 704 Sao 80.0 90.0 4 70A 80.0 no 90.0 8 7oA 70.0 800 80.0 6 70.0 70.0 80.0 80.0 8 70A 70.0 80.0 87.8 A - NO. OF ANCHORS PER HEAD & SILL { ) - No. OF ANCHORS PER JAMS u LEFT AND RIGHT' VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' rm, DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DM A W 0 m" MARS TYPE 'A' I WI7'6 REINF. GLAW TYPE '8' W1017i HElow EXT.( +) WT.( -) EXf.( +) NT.( -) 74° 108 -1/4° 111° (3 9 70A 800 80.0 000 12 70.0 810 ODA 900 12 70.0 80.0 80.0 90.0 74° 106 -1/4° Ill, 38 -3/8" (3) 9 700 804 80.0 MA 12 MA 80.0 BOA 80.0 1 12 70.0 80.0 80.0 90.0 74° 106 -1/4° 111° 50-8/jr (4) 1 9 700 1 60.0 1 80.0 no 12 70.0 60.0 80.0 904 12 70.0 80.0 80A 90.0 74° 108 -1/4' 111" Cif 9 70.0 70.0 804 90.0 �12 Tao 70.0 80.0 8'd.8 12 70A 70.0 80.0 80.4 72° 84° 96' for 24° (2) 9 70.0 Ba0 80.0 900 9 ° 70.0 80.0 80A 90A 12 70.0 80.0 80.0 - 12 7010 80.0 80.0 00.0 72° 84° 98" for 1 38° (3) 9 704 80.0 80.0 90.0 9 70.0 90.0 80.0 90.0 12 70A 80.0 1 804 20.0 12 70A 80.0 80.0 900 72° 84° 96° 1o8° Q. (4) 9 704 804 60.0 90.0 9 70.0 80.0 BOA 904 12 70A 60.0 BOA 90.0 12 70.0 80.0 BOA MA 72" 84' or Iw 60' (8) 9 700 70.0 80.0 ODA 70.0 [j192E 7DA �800-4 704 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMS OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SMES) WEMW DUM A (1/37) (1/3W) (1/3W) HEMW 74° 108 -1/4° 111° 2W (3) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SMES) WEMW DUM A W 0 REWF. OIABB TYPE 'A' W.( +) NT.( -) mm RRR1F. GLA89 TYPE 'B' EXT.( +) INT.( -) WIDTN HEMW 74° 108 -1/4° 111° 2W (3) 9 70.0 80.0 no 90.0 12 70.0 811A 800 90.0 12 70.0 80.0 800 20.0 74' 108 -1/4° 111° 38 -318° (3) 9 70.0 80.0 80.0 00.0 12 - - 800 90.0 12 1 - - no 90.0 74' BO4) ( (4) 9 70.0 no 80.0 90.0 74° or (6) 9 70.0 70A 80A 90.0 72° Sa° 88• 1oB° 24' (2) 9 70.0 no no 90.0 9 70.0 BOA no 90.0 12 70.0 80A 804 90.0 12 70.0 1 80.0 80A 90.0 72° Be or 108° 38° (3) 70.0 =0 MA 904 r12 70.0 80.0 800 90.0 70.0 a" no 90.0 - - no 90.0 72' 84° 86° 4 9 70.0 800 MG 900 9 700 70.0 80A 90.0 12 70.0 70A 80.0 90.0 72• w (B) 9 70.0 70.0 80.0 90.0 A - NO. OF ANCHORS PER HEAD & SILL { ) - ND. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION OECLA`RATQRY STATEMENT DCADS -DEC -219 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF 1 SEE SHEET 4 FOR DETAIL. ro q� 6 $� N Wes" OHE czmmng no. W09 -12 (1/4W) (1/2W) (1/0) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION OECLA`RATQRY STATEMENT DCADS -DEC -219 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF 1 SEE SHEET 4 FOR DETAIL. ro q� 6 $� N Wes" OHE czmmng no. W09 -12 sT1 WEEPHOLES: W1 - 3/8" X 2 -1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL QHOR : sm ELEV. mR sPAcm 1/4" OIA. TAPCON BY 'DW (Fu -120 K% F"92 K8) i/4" CA ULTRACON BY 'ELCO' (Fe -1» Ks. Fy-i55 Ksi) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY I -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONIC. OR MASONRY 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 4MS OR 0= DRILLING SO= (MIX 2 C" INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8*) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY a 2 -1/2" MIN. INTO WOOD STRUCTURE - I" MIN. INTO METAL STRUCTURE - 3/4- MIN. CONCRETE AT HEAD, SILL OR JAMB$ Po - 3000 PSI MIN. C -80 HOLLOW/FILLED BLOBS AT. JAMBS I'm - 2000 PSI MIN. 1 L7_ z 0 �a �o n aT z a� 18 A 1 a as W r, crowing no. W09-12 I� 0 T. FOR Fl sm A I P n 6 Vl w in � WINOW -- Dim ,.087 7.434 .613 I 1.140 t2 11 VENT TOP /BOTTOM RAIL. (1) FRAME HEM 1.610 FRAME SILL 1-314 .260 .940 312 ON SIU. TRACK ® JAMS STILE 2.083 2.801 1.280 .062 .800 -T 1944 MEETING RAB_ 2.186 1.422 L rt .062 1.97$ no FIXED MTG. RAIL Q!JSo"i © FIXED FRAME JAMB STEEL REINFORCING .819 7,047 10 GLAZING BEAD -- -- -2,� 082 'D 789 2.671 ® FLUSH FRAME ADAPTER rm PART ® DUANM DJSCRIP71ON MATTiR" MW. /9UPPL=/MMAW 1 FY201 1 FRAME HEAD 8083 -T8 2 FY202 1 FRAME SAL 6083 -T8 - 3 FY203 1 SILL TRACK INSERT 6083-76 - 4 FY208 AS REDD. 1WV. FRAME JAMB 8083 -T6 - 6 FY101 AS REDO. FWD M4ME JAMB 6063 -T8 6 FY104 1/ VENT FIXED MM iWL 9DB3 —TB 7 PY105 1/ VENT VENT WTERIACK 6063 —TB 8 FY208 7/ VENT JOB STOE 6063 —T8 9 FY107 2/ VENT TOP AND BOTTOM RA. 8063 —TB 10 FY706 AS READ. QLAWO BEAD 81183 —T8 11 AS REOD. IREDIFORCINO BAR STEEI. — 12 — AS REOD. REWFORCINO SAM STEEL — 13 FY2D4 AS WE= ADD -0N BILL RISER 6083 —TB USE AS REDD. 14 FY206 4/ VENT W LLM HOLISM Mc OUIOE CELCON — 18 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROUEN PIN ST. STEEL 17 08 X v AS REDO. FRAME/VW ASSEMBLY SCREN CRS P.H. SM6 16 88 X 3° 2/ VENT FM RA. SAL SMUS SILL EFJD CRIS P.H. BMS 19 7923161 AS RM. FIN SEAL W'STRIPPWO ULTRAFAS 20 Q3=190 AS RECD. BULB SEA. D-LON SCHLEO£I. 21 E207 AS READ. BULB SEAT. SANTOPREFE ULTRAFAB. OIWOMETER 85AB 22 E203 AS RECD. 6YAZINXi BEAD BULB 9ANTOPXNE ULTRAF•ALTJ 06WCMETER 65t8 23 FLB,SO AS READ. CLASS SPACER SILICONE FRANK LORE 24 SL2D3P 2/ VENT SWEEP LATCH - SULIJVAN & ASSOM 28 08 X t /e° 2/ LATCH IATCH AST. gCRLw ST. STEEL ON SARI 28 1F a 2/ WON. WEEP VALVE - PREFUM ENO, PRODUCTS 27 - 1/ VENT 5/18° BOX SCREEN - OPTIONAL 28 FY120 FLUSH PRAME ADAPTER 8083-76 OPTIONAL FA •L'IVIL F�a� 1. � zoiz to 0 h cy td � � qg� b Cy o t RN W) h f_" 8 drawing no. W09 -12 MIAMI MIAMI-DADE COUNTY + PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sb=4 Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) ww- mmiaamIdidso iam Eeo Window Systems, LLC. 7955 NW 776 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "100 ECO- Guard" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO -Guard Series-1 00 Alum. S.H. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02112109, with revision A dated 02/15112, prepared by Al- Farooq Corporation, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impaet Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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- 0224.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 1240223.24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 700112 Page 1 Eco Window-fSvs ng% LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheer 1 through 6 of 6, dated 02/12/09, with revision A dated 02/15/12, prepared by Al- Farocq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Iufiltration 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 24113.2.1 and TAS 202 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. BETI- 08- 2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09 0224.07) 2. 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 installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E., (Submitted under previous NOA#09- 0224.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E: (S'ubmi'tted underprevions NOA #09-0224.0 7) 4. 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 installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted ruder previous NOA #0 "224.0) "/-- - Mnnne Per Product Control E er NOA No. 12 -M3.24 Expiration bate: April 08, 2014 Approval Date: May 03, 2012 E -1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with.ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB interlayer" dated 09 /08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0224.07, issued to ECO Window Systems. LLC for their "ECO -Guard Series -100 Aluminum Single Hung Window — L.M.I. ", approved on 04/08/09 and expiring on 04/08/14. �Y�-:Aft Manuel Pe .E. Product Control gxawjner NOA No. 12- .24 Expiration Date: April 08, 2814 Approval Date: May 03, 2012 E -2 FALSE NUNTINS, (SURFACE APPLIED) ' OPTIONAL ECO —GUARD SERIES -100 .ALUMINUM SINGLE HUNG '49'INDOIi DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 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 INCLUDING HIGH VELOCITY HURRICANE ZONE (H MZ). 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 BEY014D 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 LDraTEO TO SIEEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA IALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. , NO A CHORS AT SILL 47 3/8° ua.u..tvrwf) 50 4/16° VENT:.WIDTH EQUAL UTES u' a : 1 •u a, i THESE Wit DOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. UNEQUAL UTES (ORIEL TYPE) L FV PE 4■ a 0 1 P LL �� t! WW W h a R" W09 -08 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF PUNGE DDIS. I GLASS TYPE 'A' MASS TYPE 'B' WIDTH HEIGHT EXT.( +) iw.( -) EXf.( +) INT.( -) 19 -1/8° 24- 26 -1/2° 32° 37" 40" 48" 83 -1/8° 29' (3) 78.0 SA 7&0 90.0 78.0 su 78.0 90.0 78.0 90.0 78.0 90.0 78.0 904 78.0 90.0 78.0 904 75.0 90.0 78.0 2.0 754 90.0 75.0 1 90.0 78.0 90A 78A 90.0 7&0 90.0 19 -1/8° 24° 26-1/2° 32' 37- 40' 48' 83 -1 /8° 38• -3/8' (3) 73.0 90A 78.0 90.0 79.0 90.0 78,0 90.0 7810 90.0 7&0 904 78.0 804 784 solo 7840 90.0 75.0 90.0 78.0 mo 78.0 90.0 78.0 90.0 78.0 1 90.0 78.0 80.0 75.0 90.0 19 -1/8- U. 281/2° 32' 37' 40' 48' 93 -1/8° W-8/8" (4) 78.0 80.0 78.0 90.0 784 9" 75.0 90.0 78.0 _ BOA 7 1L0 ,805 78.0 OOA 75.0 W.0 78.0 9" 7SA 90T- 78.0 90.0 79.0 90.0 75.0 90.0 75.0 90.0 78.0 90.0 75.0 OOA 19 -1/8' 24' 26 -1/2" M. 37' 40' 48' 53 -11e° By (5) 1 78.0 90.0 78.0 904 7S.0 90.0 7&0 90.0 78.0 90.0 75.0 90.0 79.0 904 7&0 90.0 78.0 90A 78.0 80.0 75.0 90.0 754 90.0 75.0 9" 75.0 90.0 7&0 904 7 5.0 9010 19 -1 /8" 24" 281/2° 32' 37' 40" 48' 83-1 78' (6) 75.0 90.0 7 &0 90.0 75.0 90.0 7&0 90.0 75.0 90.0 7&0 90.0 78.0 80.0 75A 90.0 75A 90.0 75.0 90.0 75.0 90A 7 &0 Zo 791 80.0 - 710 90A 78.0 1 90.0 no 90.0 EQUAL UTES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DINS. I GLAW TYPE 'A' GLM TYPE 'B' WIDTH HEIGHT 1NT -( -) EXTj +) /NT.( -) 19 -1/8" 24° 26 -1/2° 32' 37' 40" 48- 83 -119- 50 -8/8" (4) 90.0 78,0 90.0 90.0 78.0 90.0 9_00.0 90A 7810 90,0 78.0 90.0 90.0 78.0 90.0 78.0 904 78.0 90,0 78.0 904 78.0 90.0 78.0 90A 78.0 00.0 19 -118' 24° 29 -112° 32" 37' 40° 46' 53-1/8' 63° (S) 75.0 90.0 7 5.0 90.0 75A no 78.0 90A 7 &0 S" 784 90.0 78.0 no 78.0 90.o 75.0 804 75.0 90.0 78.0 90.0 78.0 9110 - 78.0 BOA 791 900 19 -1/9° 24" 28 -1/2' 32' 37" 40" 48' 83"1/8° 76° (8) 78.0 BOA 7 5.0 004 7&0 90.0 78.0 1 90.0 75.0 SA 78.0 00.0 75,0 80.0 784 90.0 - - 7&0 90.0 - - 78.0 940 - - 78.0 904 - 78.0 90.0 UNEWAL LITES (ORIEL TYPE) 1/8" HEAT STREN'D, CLASS 3/16° NEAT SMWD. CLASS 090" INTOMYER MD' INTERIAYER EWTAm PYB BY 'OHPONT' 8UTA13TE PVS BY 'OLIPONT' 1 /B" HEAT STRENt). GLASS 3/16" HEAT STREN'D. GLASS NOTE: SILICONE StUCONE GLASS CAPACITIES ON THIS SHEET ARE DOW 698 DOW ES8 BASED ON ASTM E1300 -04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION fo 16 i !, DECLARATORY STATEMENT DCAOS -DEC -219 m 4 � . i� PRODUCTIlItliSBD VAM`o rift 8 21 21 I(J I ;�.. A/sepleeao Date z ELI" GLASS TYPE 'A' GLASS TYPE •B• SING OP'PIONS ro 4ft, Z Q� LL n° N Sao F,2 gN T z U W nL �0 crowing no. W09 -08 yO @ W maw,vil-milmillroor 9 a . Y . .p�„ e an- SEE ELE WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TWICAL ANCHORS: see LTV FOR SPACING 1/4" (IA. TAPCON BY 'ITW' (Fu-120 KS6 FY-02 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" GAIN. 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 -1/2" MIN. EMBED INTO CONC, OR MASONRY 1/4" DIA..TEKS OR SELF DRILLING SC (QVM s CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 30 OR SELF DRILUM 622 (OWE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK, - .090") (NO SHIM SPACE) INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE re - 300Q PSI ION. MASONRY I'm - 2000 !9 - i \ cra �cw,�Plvme 19oA9e No t ALL JO S AND FRAME CONNECTIONS SEALED WITH +•;; �'; '.. JOINT R. I; I �• , FEB fi18iy�it9 �v ai O $� n wig S Z iL W Nn drawing nap. W09 -08 TTSM 0 PART Q RB$D. ON MATERIAL MANP. /8UPPIM /BSId M 1 FY101 1 FRAME HW 8083 -T8 - 2 FYIIS 1 FRAME SILL 8083 -T8 - 3 FY103 2 FRAME IAMB 8083 -TB 4 FY104 1 FIXED MTG. RAIL 6083 -T9 - 9 FYIO9 1 VENT TOP RAIL 8093 -T8 8 FYI 14 1 VENT BOTTOM RAIL. 8093 -T8 7 FY107 2 VENT SIDE RAIL 8063 -TB 8 FY108 AS ROD. GLAZING BEAD (8/18' LAM. GLASS) 8063 -T8 8A FY109 AS ROD. GLA21N0 BEAD (7/18' LAM. CLASS) 8083 -TS - 9 FY118 2/VENf SASH STOP so83 -79 - 12 SL203P 2/VENF WW LATCH. AT 12 -1/2' FROM DW ZAMAK SUWVAN R ASSOC. 12A ®8 X 8/8' 2/ LATCH LATCH 0437. BOMB ST, STEEL FN SMS 14 B9 X 1- AS READ. FRAME R VW ASSEMBLY SORE" CRS PH SM$ 14A 08 X 3/8' 2/ VENT BOTTOM RAIL ASSEMBLY SCRM CRS PH SMS 15 E207 AS REOD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 18 E203 AS RE00. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS FEW. FIN SEAL W'STRIPPWO ULTRAFAB 19 FYI 17 4/ VENT SASH GME CELCON MALM PLASTK:9 1SA #8 X 3/8' 1/ OWDE SASH GUIDE M. SCREW CRS ON an TYPE B 20 F210 2/VENT SASH BALANCE SUPERBOOST BY Im 20A #8 X 9/8' 1/ BUMM BALANCE 8197. BMW P FN SMS 21 - AS REOD. GLASS SPACER SOICONE FRANK LOWS 22 - 1 9/18" BOX SCREEN - OPTIONAL. 23 FYHIO - RJM FRAME ADAPTER 8083 -T8 OPTIONAL Z Q P 4z 4111 M z MEAL srRUCna> TYPICAL. ro 1YI•ICAL ANCHORS NWB =DADE COUNTY APPAO'M ° . SEE M". FOR SPACING SEE ELEV. FOR SPACING WJlyION & M=ON ANCHORS • • ° SEE SEPARATE NOA 2ALT, p� O a ��. TYPICAL ANCHORS SEE QV. FOR SPACING 49 the NA71. o Z�� SHNTS ALT. x Z 6 W N Pte• 4P n • C TYPICAL ANCHORS a ...$ SEE M. FOR SPACIfGa ' ; C. < ALT. INSTALLMON DETAILS MH FLUSH FRAME ADAPTER pp,rq PRf�1�7iABV�A FEg.?r 2, mo Yhstla�OwFlortOa � P ` � .•f •I. drawing no. P' ..il.I P W09 -08 shoot of g I»-- -2.780 1.281 Q� �u Q T .082 IJI 14 l.e� 1-7- 2.780 14 eT, .1 t.1�4o ! FRAME HEAD 2.f�1� •�, � Q �j n ® FRAME JAMB j 1.378 1.001 .819 .394 pJ .t .048 .803 .086 803 I $ 1.412 85 U FIX. MEETING RAIL 1047 t.oa7 1349 ® GLAZING BEADS (-�jjl 1.434 1.280 LiVIJ .082 g 2.063 u t.087 �2 1.140 b- 1.140 .621 $ 4M x pfiM i 3 VENT TOP RAIL O VENT SIDE RAIL Lz 1 ;• c! I os2 z.n3 i 1.929 1. 80 L 1.t40 VENT CaRN1ER dETA1L V VENT 8O1TOM RAIL 2.974 � j a I .g< 13A07, I monucrssvf= •o �•' �As�9ed9,00Ft+�s \•• PC B 26 m w His' It oez 3sse N° k .874 ! .500 .789 1 i6 i jj 2.811 ''I U ;rr drotWrtq nO. t • ;'' y W09 -08 FRAME SILL 23 FLUSH FRAME ADAPTER sheet $ of g MILAN is MIAMI WADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miatni, Florida. 33175 -24744 HOARD AND CODE ADMINISTRATION DIVISION T (796) 315-2590 F (786) 315 -2599 NOME OF ACCEPTANCE (NOA) ww►v mlamianae.eov /sera! 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 and accepted by Miami--Dade County PERA- Product Control Section 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 Section (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 proposes. 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 04/26104 and last revised on 03/05/12 w/ revision "F", 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 Section. 1VIISSILE 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, model / series 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 No. 0948x5.03 and consists of this page 1, evidence pages E-1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-VM 37 Expiration Date: September 16, 2014 ' Approval Date: May 31, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMII°rED A. DRAWINGS 1. Manufacturer's die drawings and sections. (SubmAYed under previous NOA No. 0"712.01) 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 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, 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, Type "D--A" fixed window, Grade 10, Level LV 1 per ASTM F 588 -04, Side - Hinged Door Systems per AAMA 1304 -02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3810, dated 05/16/03, FTL -3819, dated 06109 /03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (SubmiWd under previous NOA No. 04-- 0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by AI -Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Subnd*d under previous NOA No 09- ,01825.03) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 S Jaime D. Gaston, P. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows, -LLC NOTICE OF ACCEPTANCE: EVIDENCE SUffliITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 02/24/12, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21 /09, signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. 09- 4825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06109/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Subbed under previous NOA No. 04- 4712.01) G. OTHERS 1. Notice of Acceptance No. 09- 0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions -- L.M.L ", approval on 11/10/09 and expiring on 09/16/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-030&37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E -2 MULLION 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 TU9E MULLIONS USING MULLION PROPERTIES ONLY NOTES THIS CT HAS BEEN DESKENED AND TESTED TO COMPLY WITH THE REQ IIREMENTS OF THE FLORIDA BLINDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HNiZ)• ALL mAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEQUARDS EEC. WOOD BUCKS BY OTHERS. MUST 89 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS UGED. SPACED AS SHOWN ON WAILS, UMBEDMENT TO BASE MATERIAL SHALL BE MOND WALL COVERN0 (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF INS APPROVAL A LOAD DURATION WOREASE 5 LINED IN DESM OF ANCHORS INTO WOW ONLY MATERIALS INCLUDING BUT NOT LIMITED TO AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ROMMMIS OF THE FLORIDA M CODE MORON 200344. INSTRUCTIONS: 11.4E CHARTS AND GRAPHS AS FOLLOWS. ,STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE T FOR PARTICULAR OPENING. STEP 2 USE MIAMI-OAOE COUNTY APPROVED DIMINO PRD0WM MET'IHNO ABOVE LOAD REQUIREMENTS. EP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH ,SrEp DESION RATING MORE THAN DESIGN LOAD SPECInM N STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 3 THRU 8 AND ANCHOR CHARTS STEP g ON SKET 4. SELECT ANCHOR TYPE WMH DESIGN RATING MORE THAN THE OEM LOADS SPECMM N STEP 1 ABOVE. u __�l_ • I:il W' L_ 'i�1 ri�tTCr> � � ,y CAN. pceT� ��• ,. VAR 0 6 2012 f4kav 0 a 4� UI 3 W m Ems- �aN Z a3 L3 G •Z$^ d3 'll��'•6J vawmg ILO. M04 -04 1•� f 2,000 125 --C aaDO mo —� �{�� 1.0� —r.125 LOW .323 r— Z r-.129 .fay an 3.000 .128 4.000 Lu 129 3.000 4.000 .125 8.000 8.000 a; O .338 .Sa3 a0°° .280 i7 a a .129 .f2$ ta 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLON STD MULLION 8 °83 -T8 STR�yJULLION 8°83 -T8 � -T8 8083-To 2000 .129 y a IH 1 �1 .125 2AI -2=0--T 125 2 XS 2 X 6 2x6 rn — STD. MULLION 6063 -T8 M. MULLION 80°3 -T8 HEAVY MULLION 8083 -TB O 0 d. —A25 4.00° r' 3.000 .125 Ed. EE r ACeI. EDGE OLRT. ® 5/8 FOR 1/4- 18° M& ANCHM z Z Z Z) � Z 2 X 3 2 X 4 4 N o- 0 ANGLE CUP STD. MULLION STD. MULLION 1J N R 8063 -T5 6063 -T8 6083 -T8 .720 ,.690 .156 TTP. 2'750 3.230 .129 2.000 C 3.790 L 4.800 NOTCH OPTIONNAL & NOTCH OPTIMAL 1 P. 14 V1 C. K Ed - WL EDGE DIET. Ed. f/a° Fit 1/4' DN 5FOR 9/18' O!A ANCHOR6 Ed - MIN. EDGE DIST. 1 /a° troll , /a° D1A AIICHORS 8/8° FOR 5/18° IRA. ANCHORS ® h Ed. IYI `t Y MULLION6 CLIP MUL�LION6 CUP �� O B 2oiz sheet of DESIGN LOAD CAPACPfY - PSF (TUBS MULLIONS} DESIGN LOAD CAPACITY - PSP (TUS8 MUI SONS) DESIGN LOAD CAPACITY -• P8F (TUBE MUUAON8) u WDdpOW DIMS, 1X8 STD. 1 X 4 STD. 1 8 a CUSTOM 1 X 4 CUSTOM EX8 A. 2X6 STD. EX6 HFAt'Y WINDOW DIMS. PoADTr9 (w) MULL SPAN 1X8 eTD. -1%4 STD.- 1 X 8 CUSTOM 1 X 4 CUSTOM EX8 STD. EX8 A. EX8 BBAYY WINDOW DIMS. maim (19) MULL SPAN 188 M. 1 X 4 STD. 1 X 9 CUSTOM 1 X 4 CUSTOM 2 %6 STD. 2 %8 STD, E %6 HEAVY ro MDTH (w) MULL SPAN 2 %8 STD. E84 STD, 289 3TD. 284 STD. 2 X 8 M. 8X4 ✓Tfl'D. Z 19 -118' 25 -1/2° 30' 37° 42' 48' 514° 60° 66" 72° 38 -3/8" 180.0 180.0 180.0 150.0 150.0 110.0 150.0 19 -1/8" 20 -1/2° SO" •___37'_. 42' 46° 54` 10° 58' 72° 74 -1/4' 74.8 140.9 118.1 180.0 15D.0 160.0 150.0 19 -11W 26 -1/2° 36' 37° 42° 48' 54' sa° or 72° 120° - 370 27.3 59.3 98.7 146.1 150.0 0 3 90 180.0 150.0 150.0 Isom 180.0 190.0 180.0 03.8 101.7 63.1 148.8 150.0 150.0 190.0 - 273 - 39.9 59.8 105.5 150.0 180.0 Ismo 180.0 180.0 180,0 180.0 110.0 47.8 89.8 _ 73.4 131.3 180.0 180.0 180.0 - 24.1 - 35.3 81.7 93.2 150. 18&0 150,0 150.0 180.0 150.0 180.0 150.0 38.5 72.6 89.0 108.4 148.9 ISMO 150.0 - - 2&6 80.0 78.8 138.8 149.8 150.0 150.0 ISOA 150,0 1 150.0 150,0 33.9 ' 84.2 52.4 93.5 1 131.2 180.0 180.0 - - - 25.2 44.1 1 65.5 122.3 130.9 150.0 150.0 180.0 180.0 150.0 150.0 29.7 5 &1 45.9 82.1 114.8 1804 180.0 22.0 38.8 98.2 107.0 11 11.3 15MO 150,0 150.0 180.0 15D.0 150.0 28.4 49A 4D.8 729 102.1 135.2 180.0 - - - 343 81.8 9&I 104.7 ISMS 180.0 1 M 150.0 180.0 150.0 23.8 44.9 30.7 WE 91.8 121.7 150.0 - - - - 300 46.8 88.8 QfUf 15MO 146.8 150.0 150.0 180.0 1TA,o 21,8 409 33.4 59.7 83.5 110.6 150.0 - - - - 280 42.3 77.8 87.3 140.1 134.5 1510.0 150,0 180.0 150A - 37.4 30.6 84.7 76.5 101A 150.0 - - - 28,7 38,8 71.3 19 -1 /8" 28 -1/2• 30° 37` 42' 48° 60` 56" 72° 50 -5/8° 150.0 150.0 150.0 150.0 150.0 180.0 190.0 19 -1/8" 26 -1/2• 30' 37' 1. 48° 54° 80° 68° 72° 84• 61.5 79.5 ISMS 180.0 180.0 130.0 18 -//8' 26 -1/2° 30° 37' 42- 48° 84° 80° 68' 72° 132• - 285 209 41,5 717 1189 130.0 � �ygy 1381 150.0 16.0 150.0 150.0 150.0 150.0 37.2 57.4 11 &1 IWO 190.0 150.0 - 20,5 30,0 52.5 83.4 150.0 120.3 IBOA 15U 150.0 180.0 150.0 15MO 320 80.7 102.6 143.8 180,0 150.0 - 289 483 73.7 138.4 97.6 150.0 180.0 180.0 150.0 150.0 150.0 28.6 M79L4 41.1 832 it &4 180.0 150A - 215 37.8 59.7 109.8 88.9 138.0 1329 150.0 180.0 15&0 180.0 23.4 � 3&2 73.3 1029 135A 150.0 - - 33.1 S2.8 96.7 to 3 m 782 1209 198.0 180.0 IWO 150.0 160.0 20.5 31.7 84:1 89,7 11 &8 180A - 29.0 48.1 84.5 90.8 107,3 103,1 150.0 180,0 150.0 180.0 - 281 7. 57.F- 79.7 105.8 150.0 - 201 40.9 715.2 =2 98.8 7128 141.2 1804 750.0 780,0 SS t 283 81.0 71.8 98.1 180.0 - - 231 3&8 67.7 84.7 874 84.4 128.4 180.0 150.0 150.0 - 31.9 23.0 46.8 58.2 88.4 1$0.0 - - - 21.1 338 61.8 �.l 825 77.3 117.7 180.0 150.0 180.0 - 281 21.1 42.'/ 59.8 792 1 14 &8 1 - - - 30.7 5&4 19 -118° 28 -1 /Y 30• 37° 42' 48° 54° 89' 88° 72° 86' 1439 180.0 180.0 160.0 180,0 150.0 150.0 IS -1/8° 26 -1/2' 30' 1° 42° 48° 54' 60° 68° 72° 96° 34.5 74.0 83.3 1041 1 150.0 150.0 ISMO 19 -118° 26 -1/2• 30° 37' 42° 48' 54" 88' 72` 144° - 219 - 320 56.0 890 150.0 g W m f�.. 0 Sp: Z Z n j 9 <8 $' 1036 190.0 180.0 150.0 150.0 150.0 150.0 240 53,4 36.4 7&0 124.4 150.0 150.0 - 211 40.4 64.3 118.0 91.7 1471 141A 180.0 � 180.0 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145,8 150.0 - - 20.4 35.7 5119 1043 74.3 1193 114.7 150.0 180.0 180.0 180.0 - 38.2 279 518.9 89.1 11 &0 150.0 - - - - 2 &9 45.0 84.5 65.5 108.1 101.0 150.0 150.0 150.0 150.0 - 317 24.3 492 7&8 104.0 150.0 - - - 25.5 40.5 74.8 87.3 92.0 68.4 1 134.5 180.0 150.0 150.0 - 29.5 212 411 68.7 910 imo - - - - 22.3 198 88.2 50.91 819 7&6 119.8 18010 180.0 150,0 - 282 363 61.0 800 14&8 - - - - - 31.5 87,9 48.8 718 70.7 107.8 78&0 190.0 150.0 - 218 - 34:4 54.9 1 728 133.7 1 4 82.1 41.7 66.9 643 979 138,8 1$0.0 180.0 - 21.4 - 31.3 49.9 68.2 121.8 - - - - 259 47.4 2 69 3 50.9 89.8 128.4 1904 150.0 - 2&7 45A 09.7 1115 - - - 23.6 43.4 19 -118° 121.9 160.0 150.0 150.0 150.0 150.0 150.0 19 -1 /8° 24.2 81.9 37.4 20 -1/2" 88.0 141.2 135.7 150.0 150.0 180.0 150.0 26 -1/2• - 374 27.0 30' 77.7 124.6 1192 150.0 150.0 1 150.0 1 ISMO 30' - 33.1 23,9 37• 63.0 101.2 972 1 147.9 150.0 150.0 160.0 37° - 28.9 - 42- 58.0 N.1 88.8 130.3 ISMO 180.0 150.0 42° - 23.7 - - - g3• 4&B 7 &0 74.9 114,0 150.0 I50A 150.0 48° UN' 20.7 84" 431 69.3 - 68.6 1013 141.8 15MO 150.0 54° - 60° 38A 614 109 911 127.6 150.0 15MO 09" - - - N° 383 58.7 845 82.8 116.0 180.0 150A or - 72' 324 82A 49,9 76.0 1083 0.0 140.0 18 72' - - - �• ALL LOADS ARE EXT.( +) /INT.( -). p�TE_ MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS E TYPE -9, 'B' AND 'C' APPLICABLE TO �LI,IQ�S ALL 78:9 84.8 48.4 392 34.6 302 28.9 242 22.0 2D2 132.7 150.0 150.0 95.8 130.2 150.0 84.6 11 &0 1504 66.8 933 180.0 50.4 82.2 150.0 82.8 719 132.1 47.0 639 117.4 42.3 67.5 10 &7 398 82.3 _ 9&1 35.3 479 t .t iYPICA)_ MULLION MUTH (W) = 1�8 � "I '` MULUON 1 OWNS t♦IAZ= � PROD= W1 9@ ARRANGEMENTS ngr. rA Ati WI + W2 � cePAE �sa3e 2 �a 9I0t670NTAL MUWON ENO PRODUCT LAZ= CLAM p T MULU 0 SPAN B�D� pp� Cood p4 01� $$ g S 2 ; VOW b $ q drawing no. M04 -04 afleet of DESIGN LOAD CAPACITY - PW DESIGN LOAD CAPACITY - POP DESION LOAD CAPACITY - Pff WINDOW DIMS. I ANCHORS TYPE WINDOW DIM& ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTFI (W) MWL SPMI A E C D E MTH (w) SPAN - A- H C D E WMTH WL SPAN A H C D E 19 -1/8° 180.0 150.0 150.0 150.0 180.0 19 -116" It" 188.0 180.0 180.0 180.0 19 -1/8' - 71.a 13310 83.4 180.0 180.0 20 -1/2° 150.0 180.0 150.0 150.0 180.0 26 -1/2" 83.7 150.0 108.9 15010 180.0 26 -1/2° 51.8 98.0 87.4 134.8 150.0 O 30' 3r 143.1 150.0 1504 150.0 180.0 150.0 30' 3-r 74._0 137.1 98.2 150.0 180.0 30" 48.8 84,8 69A _ 119.0 148.8 r 11 &0 150.0 150.0 180.0 60.0 111.1 76.0 150.0 42" 102.2 150.0 132.9 180.0 150.0 49* _ 523 97.8 68.7 137.4 180.0 180.0 37' 42" 37.1 88.8 48.3 984 120.6 106.3 32.7 50.8 424 a" 48' 38 -318" 89.4 150.0 116.3 150.0 180.0 48° 74 -1/4° 46.2 85.7 60.1 120.2. 180.0 48° 120° 2 8.8 83.0 373 74.4 934 54' 60° 79.5 147.3 103.4 1 1504 150.0 150.0 54' W 37.0 41.t 70.1 1 93.4 1 108.9 133.6 54° or 25.4 1 47.1 1 33.1 88.1 1 82.7 74.4 71.5 132.6 93.1 1 150.0 BB.S 48.1 96.2 120.2 22.9 42.4 29.8 594 68' 85.0 120.8 84.6 180.0 180.0 88° 33.6 62.3 43.7 87A 109.3 88- 209 384 27.1 54.1 67.8 �f 72° 59.6 110.8 77.6 150.0 150.0 7Y 309 57.1 40.1 803 150.2 72° - 35.3 24,8 494 62.0 19 -1/8° 180.0 IW.O 150.0 180.0 150A 19 -1/8° 102.3 150.0 133.4 150.0 150.0 19 -1/8° 65.3 120.9 84,9 180.0 150.0 28 -1/2' 122a 15.0 150.0 150.0 150.0 28 -1/2° 744 137.1 98.3 1W.0 150.0 26 -1/2° 47.1 87,3 61.3 122.8 180.0 30° 108.5 150.0 141.1 150.0 150.0 30° 85.4 121.1 85.0 150.0 150.0 30° 41.6 77.1 54,1 108.2 135.3 16 37" 87.9 150.0 1 114.4 15010 180.0 37° 5&0 98,2 65.9 137.9 150.0 37° 33.7 82.8 43.9 87.7 109.7 4Y 77.5 143.8 100.8 150A 180.0 42° 48,7 888 50.7 IVA 150.0 42' 29.7 55.1 38.6 77.3 9&8 i�il 48" 50-8/89 879 125.8 09.2 150.0 15010 48- 8a" 40.9 7&7 53.1 108.9 132.9 48" 132° 2 6.0 48,2 33A 679 84.5 54' 50.3 11117 78.4 150.0 iZ 54° 38.3 67.3 473 94.8 118.1 54" 23.1 42.8 30.1 80.1 75.2 or 54.2 100.5 7065 141.1 1504 W° 32.7 50.6 424 B&O 108.3 W' 209 3&5 27.1 54.1 674 i 88' 49.3 91.4 64.1 128.3 150.0 88" 29.7 5&1 38.6 77.3 98.8 88° - 3 &0 24.8 493 81.8 4 72" 19 -1/8" 453 83.8 58.8 1 117.6 147.0 7Y 79 27.2 504 35.4 70.9 N.6 72° - 32.1 22.8 45.1 09.4 � 148.5 150.0 150.0 150.0 t8 &0 -1/8° 88.7 two 1i &7 150.0 tW.O 19 -1/8° 59.8 110A 77.8 150.0 150.0 28 -1/2° 107.2 150.0 139.4 150.0 150.0 26 -1/2° 64.6 120.0 843 150.0 150.0 28 -1/2" 43.2 80.0 563 112.3 140.4 g 30° 94.7 150.0 123.1 1aOO 150.0 30" 572 106.0 1 74.4 148.8 150.0 30" 38,1 70.7 494 992 124.0 W J m 37* 42° 769 74-23 99.8 150.0 150.0 37° 48,4 B5S 1 50.3 120.0 150.0 37' 309 57.3 40.2 50.4 150.8 In 48' 88° 67.8 5a2 129.3 109.7 8 &0 77.0 ISOA 150.0 150.0 180.0 4Y 48° 98° 409 75.7 53.1 106.3 132.9 42° 48° 272 80.5 35.4 709 N.8 ".5 F n 359 88.3 484 93.0 11&3 23.8 44.2 31.0 62.0 54° 52.6 97.8 68.4 136.8 1 150.0 54' 31.8 88.9 41.3 617 103.3 54° 144" 21.2 39.3 27.6 653 889 Z a, 2 g a W" 85° 473 87.7 81.5 123.1 150.0 W" 28.8 53.0 372 74.4 9&0 W " - 3 &3 249 49.6 62.0 2 $^ 43.0 79.7 56.0 111.9 139,9 W- 2 &0 482 339 87.6 84.5 68" - 32.1 22.8 48.1 58.4 p v 7Y 39.4 73.1 51.3 102.8 128.3 7Y 234 442 314 824 779 72• - 29.4 20.7 413 81.7 19 -1/B" 13 &7 1504 150.0 150.0 150.0 19 -1/8" 79A 147.8 103.7 150.0 150.02 28 -1/2° 09.7 180.0 128.3 150.0 150.0 26 -1/2- 57.8 10 &7 74.9 149.7 150.0 ANNOM MUUM 30" 872 150.0 113.4 150.0 150.0 30" 50A 94.2 1 66.1 132.3 15MO C E4 OR 6 TYPE A. &CA OR E i TO BE 0 SHAPE 37° 7017 131.0 81.9 180.0 150.0 Sr 41.2 78.4 53.8 1073 134.1 \Y r � r 42° 623 118.4 81.0 150.0 150.0 42- 353 87.3 473 94.8 11a.1 � w ` tl1 g i1 48" 83° 544 101.0 70.9 141.7 150.0 48" 109° 314 86.9 413 82.7 103 3 ii' PROOIICT ��� � I Yv 1 54" W' 48.4 a9.7 83.0 128.0 150.0 141.7 a4° 50" 28.2 82.3 36.7 734 919 VERTWN bN91m d a 43.8 WA 56.7 113.4 28.4 47.1 33.1 88.1 82.7 5a' 38.6 73.4 51.5 105.1 128A 86° 23.1 424 30.1 50.1 75.2 PRODUCT pr4m= � ARM= 72° 383 87.3 472 944 115.1 72" 21.2 39J 27.8 88.1 889 AAR�Hp A. DaR. FOR E ALL LOADS ARE EXT.( +) /INT.( -). P PROMtCf � Arlcl,tal9 a - ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER w1 w2o ntuw°N SPAN V D w 4 LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. TYPICAL MULLION ARRANGEMENTS aA R 9 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) a. FM PEy7089? s 3 WIDTH (W) = Wt + W2 CAN. '3039 'D' z ANCHORS TYPE AND 'E' APPLICABLE TO Y 4 ". 5" AND 6" TUBE MULLIONS. q drawing no. AANiLH RS TYPE WS. B' AND 'C' APPLICABLE TO ANCHORS pe2p*,� M04 -04 I 44t 6heet 4of I 1 /a° Dw. ULTRACANS ON EACH WIMG) OGD 1/4° DUL e °Q° CUP (1 ON w "i,• .;. 0 1/4° WA ULTRA=S 1 PER ANGLE o V CUP MUM d14 SM9 1 -3/4° O.C. NDI. 2 PER AN�i 1/4' CIA. WX 1 PER CLIPv CL INSIDE MULL 014 SMS 1 -3/4° rj MG1. 2 PER ANGLE 2X2X1/8' ALUM ANGLE 1/4' MA. ULYRACONS 1/4° IM ULTNACONS w R CUP 02 ON EACH WUXT) z PER MHILE { d iV jLJj FIAATING CUP 1 1 1 BY �"� SNUG FIT NLSIDE NULL t I 2 X 2 X 1/8- 4'a OOD BUCK j! i; 1 1 "M o to Ili _I ®14 SYS 1 1 1 I ANGLk 1 I 2 PER ANYi� I I 1/4' Iii. ULTRACOXS 1/4° DIA. ULTRACONS Z 4 PER . (2 ON EACH WING) 2 PER 1 7 m N M 11 1 2 8Y IQ FLOATING CUP 11 �OD BUCK I 1 j SNUB FIT' INSIDE MULL 1 1 ALUY2 % 1 8° li r 414 SMS 1."'. L U1 a 1/4° OW, ULTRACONS BY 'ELCO' ULTRA=S MAY BE HEX OR FIAT W- 0 SUBSTRATE U. m MK EDGE DST. , EMBEDMENT WOOD 1° 1 -3 /B" BLOCK 2 -1 OONCRM 2 -1/2' 1-1/2' ANCHORS TYPE 'B' PRODucrRuvam iu8 tBswkh Plea ==71V TV— FL ALL CUPS AND ANGLES TO FIT SNUG INTO AM MULLIONS. p.IPS OR ANGLES CONNECTED DWCTLY TO MASGXRY TO BE PROTECTED Wn11 ALKALI - RESISTANT COMM, S" AS SI11IMMW PAINT OR WATER -WHITE MErK CRYIATE LACQUER. I drawing no. M04 -04 2012 sheet 5 of 8 1/4" -MA. ULTRACONS 1/4•. Wk ULTRAC U. 2FPER CUP (1 ON EACH WS00) 1 PER AN ^T— FLOATING CLIP SNUO FR MW MULL --- - - - - -- I BI4 � sMs 2 PER CLIP (1 ON EAM WINO) ALTERNATE ANCWR LOCATION 2x2X1/e ALUM ANQX 1/4" DA ULTMOWa i 1/4° OW ULTRACONS BY 'ELCO' ULTRACONS MAY BE NIX OR FIAT HM SUBSTRATE Ed.. MIN. EDGE DIST, IOW. BOMMENT WOIX1 1° BLOCK 2 -1/2- CONCRM 2 -1/2- 1_1/2• LOCATION OF SCREWS CONN5CTINO ANMM TO TV= ANCHORS TYPE V APPUCABLE FOR 4 ", S" AND 6" TUBE MULUONS CA.N. Wom ALL CUPS NO ANOLES TO FR SHOO INTO TUBE MUU)ONS. ' C)PS OR ANGLES CONNECTED OMMY TO MAMCW TO SE PROTECTED WTTH ALKALI- RESISTANT COMM, MUCH AS WTUMWOUS PAINT OR WATER -MM METHACRYATE LACQUER. 4%TOT Odd 3 a W �z drawing no. M04 -04 inset § of $ /IV M& ULTRACONS 8/18° 0th ULTRACONS Tu Ed. 4 PER CUP (2 ON EACH YANG) 2 PER ANOIE 22X2X 1/8* n ALUM AWE ---- ---- - --- -- i t tl SNUB F1T CUP IWU. I I a 9 ! i 4 PFSt� MGM 5i 1 1 I 1 1 I 0 g r i i Q i i j (��m 1/212) i i g n "„� L— --- -- - - - - -- --� i z a 3° i j �Z�i., t t �$3 I LOCATION OF Softla CONIMMINO ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 °, 6" AND 6° TUBE MULLIONS i &1V •_ • FLA. PC If 70502 n pAODUCTR8Vt8�1 CAH.'�, gy yg ALL CUPS AND ANGLES TO FIT SNW INTO TUBE MULLIONS CLIPS OR ANGLES CONNECTED DIRECTLY TO COCCRM TO BE PROTECTED WITH ALKAU-RESISTANT COAXIMM SUCH AS SITUIIWOUS PAINT OR 2G7/� T Growing n0. ,�Araa -+ MEnrACRrwrE LAMER. g g 2Al2 M04 -04 sheet 7 of 9/16° O1A. ULTRaCONB 6Y 'ELCO' uuxacoNS Bear BE HEx DR FLAT e1E� SteBSTRATE Ed. v MIN. E7� 019T. MIN. EMSEWeENT CONCRETE 2 -t /Z° t -3/4° �,u SMS SEE FOR QUANTRIES TUBE MULLION 0 #10FNSMS a' 2/ SIDE 1/8° THICK ALUM CHANNEL 1 LENGTH TO FIT mw INTO MMUON j TUBE MULLION TUSE.4 MAY BE NOTCHED 11tt AS CLIPPAANGLEALLOW NSTA1ATKiN CAULK JOINT AFTER ASSEMBLY 1 #14 FH 80 1 -1/2° O.C.i MN. j 1 ACCESS HOLE W.A Z O -- - - - - -- - - - - -- � OSTALLED IN E�RH�ER 1 d10 FH Sg ^ Omvm I PER CU 1 1' OC. M 1 1 � NN�v 1 -3/4' X 2' X 1/S° (FOR 28Y I 3/4' X 2' X 1/e° FOR CUT TO FR SNUG RODE TUBE ANCHORS DETAIL 11 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. a MIN. EDGE OW. 1M CL TO CL SPACXNO ALUMINUM B /B° 1/2' 8 7 ,GtaoW b �I r. 4AVAD AVW ' I FIAaAA 7IT38 2 �ymG�lu�>*rortda k A Z.'o3o8.3� /Z014 A dro�Nng no. Z01Z MQ4 -04 flg :al,�t so+ e IUM MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PIRM11TING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PIRA) Miami. Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786} 315 -2599 NOTICE OF ACCEPTANCE (NOA) wwwrmiarnidade.soy /peral ES Windows, LLC 10653 NE Quaybridge CL 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 and accepted by Miami Dade County PERA Product Control Section 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 Section (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. PEIiA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "4000" Aluminum Sliding Glass Door - L.M.L APPROVAL DOCUMENT: Drawing No. W03400, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets l through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 with revision "G" dated 03/06112, prepared by Al- Farooq Corporation, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: 1. Glass lites wider than 36" shall have two setting blocks per IFBC requirements. 2. Exterior (positive) design pressures are limited to +70 PSF w / V /2" sill and to +80 PSF w/ 3 %" sill. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, models/ series 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 No. 094V210.07 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0312.03 Expiration Date: March 18,'2014 '��%►` Approval Date: May x4, 2012 5� I311L Page 1 ES: Windows..LLC . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. ( Subndtted wider previous NOA No. 08- 0204.06, 04-1117. 05 and 03- 1208.02) 2. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated. 11/08/03 with revision "G" dated. 03/06/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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, Type "A-A" sliding door, Grade 10, Level LV 1 per ASTM F 588 and per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., for the following Test Report(s) No.('s): a) FTL -5471, dated 01/24/08, signed and sealed by Michael R. Wenzel, P. E. (Submkfed under previous NOA No. W0417.03) b) FT1,4287, dated 09/22/04, signed and sealed by Joseph C. Chan, P. E., ( Submilted under previous NOA No. 04- 1117.05) c) FTL-4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E., . (Submitted under previous NOA No. 04-1117.05) d) FTL -3908, dated 10/09/03, FTL -3909, dated 09/26 /03 and FTL -3910, dated 09/30/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03- 120&02) C. CALCULATIONS 1. Anchor verification calculations and. structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 03/09/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department (PERA). of Permitting, Environment, and Regulatory Affairs E -1 ��A Jaime D. Gaston, . E. Product Control Section Supervisor NOA No. 12-0312.03 Expiration Date: Marcia 18, 2014 Approval Date: May 24, 2012 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc: - for their " DuPont Sentry GU996 Interlayer" dated 05/26/2010, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 03/05/12, signed and sealed by Javad Ahmad, P. E. 2. Distributor Agreement between, E.S. Windows - Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., -dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. . 3. Laboratory compliance letter(s) for the following Test Report(s) No.('s): a. FTL -5471, dated 01/24/08, signed and sear by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 08-0417.03) b. FTL 4287, dated 09/22/04, signed and sealed by Joseph C. Chan, P. E., (Submitted under previous NOA No. 04- 1117.05) c. FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E., (Submitted under previous NOA No. 04-1117.05) d. FTL -3908, dated 10 109 /03; " FTL -3909, dated 09/26 /03 and FTC, -3910, dazed 09/30/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03- 1208.02) G. OTHERS 1. Notice of Acceptance No. 08-0417.03, issued to ES Windows, LLC for their "Series 4000 Aluminum Sliding Glass Door- L.M.I ", approved on 04/01/09 and expiring on 03/18/14. Jaime D. Gascan, . E. Product Control Section Supervisor NOA No. 12-W12.03 Expiration Date: Mareh 18, 2014 Approval Date: May 24, 2012 E -2 a DOOR WIDTH 8° MAX 1V MAX CLUSTER OF ANCHORS AT HEAD /SILL (STILE LOCATIONS) fAD/'LL � HEAD/SILI SEE DETAIL ON SHEEP 3 �dERS SERIES -4000 ALUM SIMING GLAW DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZOO (H*M. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL OR ESSWG OR STUCCO. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LARD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUOING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER D44SIMILAR MA ERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDO. CODE SECTION' 2003.8.4. Qi 6X _ VVV V1 � pq QQ 4 1.,14:1 go n M A3 11/18° MAX Pi z Vl N 7 v C 0 E �f F G 0.L �, PANEL WETTH 48 9118" MAX. PANEL WIDTH X TYPICAr FLEVATIO N TEMO UNIT a B SERIES -4000 ALUM SIMING GLAW DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZOO (H*M. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL OR ESSWG OR STUCCO. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LARD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUOING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER D44SIMILAR MA ERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDO. CODE SECTION' 2003.8.4. Qi 6X _ VVV V1 � pq QQ 4 1.,14:1 go n M DOORS GLAZED WITH LAMINATED GLASS RATED FOR r III�p LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS FLOL K'�S869Z 8` - 0312.G3 4 9 2012 VV03 -100 sheet 1 of 8 A3 11/18° MAX Pi z Vl N 7 v 70 t3 �f s2 48 1/18° MAX 0.L �, PANEL WETTH 48 9118" MAX. PANEL WIDTH X TYPICAr FLEVATIO N TEMO UNIT a DOORS GLAZED WITH LAMINATED GLASS RATED FOR r III�p LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS FLOL K'�S869Z 8` - 0312.G3 4 9 2012 VV03 -100 sheet 1 of 8 3/18° H.S. MASS .090 "INTMAYER SENTRYCIAS BY 'OUpONT' 3/19" H.S. OLAS$ SILICONE DOW CORNING 79¢¢1 F GLASS TYPE 'A' H.S. CLASS ' INTEPoAYER OTE PV8 BY `OUPONT' 3/18° H.S. GLASS SILICONE FI w52 HFAT STREN'D CLASS 180" INTERLAYER NIKE PVS BY 'DUPONT' 1/4" HEAT STREN'D CLASS SILICONE I-DOW CORNING 798 GLASS TYPE 'S' GLASS TYPE 'C' SEE SHEET 3 FOR XO OR XX DOORS Wn HFAVY REM MCINO DESIGN LOAD CAPACITY - PEP (ALL G'OMMURATIONS SHOWN ON THIS SHEET) GLAD TYPBB W. 'B' OR C' pna wm tam MKS DOOR I iT NO REINFOR'G MEDIOM REINFOR'G HEAVY RSINF'G EXT. ( +) SIT. -) EXT. ( +) INT. ( -) EXr. (i) WT. (- 30 38 42 48 54 80 no SO.O 7" 8010 70.0 80.0 70.0 8" 70.0 80.0 70.0 Su - 70.0 80.0 70.0 80.0 - - - 704 80.0 - - - 70.0 80.0 30 38 42 48 96 - 70A 80.0 70A 80.0 - 70A 80.0 70.0 80.0 - - 70.0 80.0 T0.0 80.0 b •e 4 -o a a w XO (SHOWN) OXO (SHOWN) XXX (SHOWN) OXXO OX XXx xx APPROVED CONFIGLJ,RATIONS XOXXOX (9HDWN) XXXO(SHOWN) xxxx NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASI'M E1300 -04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 wN6theFilSl2 Amara �Z�$:�. /Q3r F Q: a tD �z 1 .20 1 11;11�9J no. 100 SSEEEE �ALBELA NCHOU 72° DOOR WIDTH Z iS° MAX. 8- MAX. TYP. TYP. HEAD Su CORNERS A ' ^ - HEAD /S14L S SEE SHEET 2 FOR DOORS WITH MEDI M OR NO RDIFORCNG Q 8 "" �1 f9 cam PANEL WM \� 8 M x NOTE: GLASS CAPACITIES ON THIS SHEET ARE n BASED ON ASTM E130D -04 (3 SEC. GUSTS) a AND FLORIDA BUILDING COMMISSION d DECLARATORY STATEMENT OCA05- DEC -219 THE SiOWN EXT. (t) LOADS REOM 3 -1/4• SILL HEIGHT (OTL 81 ON SHEET 4). REDUCE EXT.( +) LOAD CAPAa11Y TO V m +70.0 PSF IF 2 -1/2° SILL HEIGHT IS USED INT.(-) LOADS REMAIN IMaHANOED. OnM� 31 3/8° F U) N d 31 3/8° it"La 37- 03.. CM. /O PAN0. WIDTH PANEI. WIDTH 0 TYPICAL ELEVATION O $ X 8- REDYNING CLIP Sd B AT HEAD ✓g SILL gas M ®� N 83 o w s o I % AoNo 1Tg4 °a �o a a k � XO QX DETAI ASTER OF ANGMORS AT STILE ENDG drawing no. APPROVED CONFJOURATIONS LIAR 0 9 2012 W03 -100 street of 10 C D H J c 'a 81 10 DESIGN LOAD CAPACITY - PSF (OX 0R XD ONLY) GI�8.9 TYPES 'A' OR 'H' HEAVY RSDVF"G (SEE DETAIL SHEET S) eooxes 3o J8 42 49 80 Bo.o fo3.o 80.0 103.0 80.0 1p3.0 8D.0 103.0 30 38 96 80,0 103A 80.0 fOJ.O 30 38 100 BOA 103.0 80.0 103A TYPICAL ANCHORS RH PAIRS SEE EI.EV, FOR SPACING a 1 r6MAI. ANCHORS IN PAIRS SEE ELEV. FOR SPACING WHITE/ALUMINUM COLORED SILICONE. "EPHOLES: W1 = 1 -314" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END CM as000>sylyic� 11Y$it NtatMa rC.A.N. 5s7e ® 9 2012 OFORAflg �. W03 -1001 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ��V AND TRANSFER THEM TO THE BUILDING STRUCTURE. I `I'XPICAL ANCHORS: SEE aw. FOR SPACWO ,1/4" DLA. U_INCONS BY 'ELCO (Fu -177 KSI, FY-188 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC, OR MASONRY a DIRECTLY INTO CONIC. OR MASONRY 4 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY nT� 1 /4" DIA. TEKS OR SELF 2M"ING SCREWS (GRADE 8 DRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MN. (8063 —T3 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SELF DRILLING SCREWS INTO MLAMI —DADE COUNTY APPROVED MULLIONS (MN. THK. 1/8") (NO SHIM SPACE) MIN, EDGE DISTANCES V INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE A SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. {� CONCRETE f'c s 3000 PSI MIN. C M MASONRY r m 1800 PSI MIN. S$ $ z r SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH La WX WHITE/ALUMINUM COLORED SILICONE. "EPHOLES: W1 = 1 -314" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END CM as000>sylyic� 11Y$it NtatMa rC.A.N. 5s7e ® 9 2012 OFORAflg �. W03 -1001 M SIX:K FIX. PANEL ON @OUTSIDE TRACK @ 1 /a` MAX. SIIGN #10 X 1/2° PH SMS _ PANEL tliM INTERLOCK STILES ASTRAGAL STUS INTERLOCK STILES EXTERIOR I. TYPICAL ANCHORS IN PAIRS HEAVY REINFORCINC- SEE ELEV. FOR SPACK8 AT AVTSR = & ASTRAGAL STILES @ o ,/a• MAX. SHIM 0.1. oPC. n A '::•' _ �e e AMMORS IN PAIRS /. FOR SPACING SCREEN ORL. o G MAYL $ L O�. Q 4 ' go awl!' U 9 zotz d-wing rtp. NO3 -10 MEDIUM REINFORCING AT EXT, INTERLOCK & ASTRAGAL STI&S ITEM $ PART ¢ QSIANTrff I DRSCRIFTION MATERIAL MANF. /SUPPLIER/BEMAM 1 ES- 4001 -1 1 FRAME HEAD 8083 -T8 2 ES- 4002 -1 1 STD. FRAME SILL 8067 -T6 - 2A - 1 HI -IOSE FRAME SILL 8083 -78 3 ES- 4003 -1 I FRAME JAMB 8083 -T8 - 4 ES- 4004 -1 2/ PANEL TOP AND BOTTOM RAE. 6063 -T5 - 6 ES- 4009 -1 AS REOD. LOCH STU 6087 -T5 8 ES- 4006 -1 As RF37D. INTERLOCK 8083 -75 7 ES- 4007 -1 AS REQD. FEMALE ASTRAGAL 8083 -T8 8 ES -4008 AS REQD. TOP & BOTTOM RAG. STIFFENER 8083 -T6 - 9 ES -4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELCON NOT SHOWN 10 ES -4010 2/ PANEL RETAINER CUP, 8- LONG 6083 -18 13 ES -4013 AS REQD. Q A,21N0 WEDGE - 14 0-4014 AS REGO. BOTTOM RAG. GLASS STOP NEOPRENE - 14A E3-4016 AS REQO. SILICONE STOP NEOPRENE - 18 W23241NK AS REQD. STILE & JAMB WSTWPPINO - GRASS PANELS, LATRAFAB /6 028847OX AS READ. TOP RAG. WSIRIPPINB MASS PANELS. 1k.TRAFAS 17 ES -4018 AS REQD. BOTTOM RAIL WSTWPM VNNYL GLASS PANELS 16 #10X1 -1/4- PH 90 8/ PANEL PANEL ASSY SCREWS GLASS PANELS 19A of OXi- FH SMS 2/ CORNER FRAME ASSY SCREWS - - 20 TA -36- 1939 -4281 2/ MOV. PANEL MASS PANEL ROLLER ASSY. ST. STEEL 1 -1/4. O.D. WHEELS 21 0IOXI -1/4' PH SMS 1/ ROLLER ROLLER OCST. SCE - GLASS PARELS ONLY 23 2300 -toss 1/ MOK PANEL MORTISE LOCK ST. STEEL - 24 - 2/ LOCK LOCK INSTALLATION SCREW - 88-32 X 1/2° FH MS. ST. STEEL 25 937 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - 28 810 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW NOT $MOWN 27 /8232 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) /8 -32 X 1/2" FH MS, ST. STEEL 26 ES4028 AS REQD. SW. RISER 6083-18 - 2B ES- 4017 2/ PANEL I= PANEL " (OUTSWE PANEL) 8083 -T5 - 20A ES- 4020 2/ PANEL FOED PANEL OAP (INSIDE PMW 8083 -TS FOR ONO DOORS #10X1/2- PH SMS 2/ CUP FM PAHL CLIP FASTENER - - AS READ. 1/4- X 1 -i/2- RE�ORCING BAR STEEL - L - AS REQD. 1/2- X 1 -1/2" REINFORCING BAR STEEL - P38024FK AS REQD. 3- LOW SELF ADHESIVE PILE PAD WOOL AT HEAD AND SILL 2/ SIDE BUMPON NEOPRENE - to ME! 2 0 . ©3 CAX 0 0 2012 m 111M, Z Q n $i2� oll LONE drawing no. W03 -1 OC �4.249 2.000— oa2 I� oat ,870 'j50 1.124 1.930 191,3 .389 2.878 4.311 OI FRAME HEAD CO LOCK STILE . .957 813 Oa RAIL STIFFENER 530 1.374 .082 3.5W .438 A82 2.4199 Lf 878 b.99o�� 0 PANEL TOP /BOTTOM RAIL O FRAME JAMB OS INTERLOCK STILE ,.499 1.5,2 .W7 OO A5TRAGtat. ST9.E .oae 2.500 SID. 3.5W 10 —RISE 2250 .875 .W2 1.550 .048 [7� ---4.249 I0 FRAME SILL 8T8 2.183 .128 1 W0 WO I.OW JL 2.248 .810 LI.418J .sas 10 RETAINER CLIP I SCREEN TOP /BOTTOM RAIL SCREEN STILE .570 887 .084 2.W f OUTSIDE PANEL L FIXED PANEL CLIP .125JSTEEL CHANNEL .970 ASTRACAL REINFORCINQ 094 408 280 .500 }� ,.3851 ® DIDE PANEL FIXED PANEL CLIP 3t INTERLOCK REINFORCINQS m I, Pit", (a u .!7 Z Qii a Q 4� Eli W IG b Mowing no. 1Mp3 -1 p0 of of MIMDAD M IAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) WW% mi$mi 14L&9v/eeonemy Eco Window Systems, LLC -- 9114 NW 106 Street Miami, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "ECO -Guard 50" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. W12-40, titled "ECO -Guard Series -50 Alum S.H. WDW. (L.M.Lr, sheets Of through 04 of 04, dated 07/18/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval daze by the Miami Dade County Product Control Section. 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, model/series, 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. TERxwATioN 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 Wowed by the expiration date may be displayed in advertising literature, ff any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0820.08 Eaplratlon Date: November Zl, 2017 1APPROVED1 bl�fc�47, Approval Date: November 21, 2012 Page 1 Eco Windom Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12 -40, titled "ECO- -Guard Series -50 Alum. S.H. WDW. (L.M.I.)", sheets 01 through 04 of 04, dazed 07/18/12, prepared. by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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, Type "A -A" Window, Grade 10, Level LV 1 per ASTM F 588 -07 and per FBC 24113.2. 1, TAS 202-94 7) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 (2009) 8) Standard Test Method for Determination of Operating Force. of Sliding Windows and Doors per ASTM E 2068 -00 (2008) along with marked -up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"951, dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 07/23/12, signed, sealed and dazed 11/07/12 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflez Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. Jaime D. Gaston, . E. Product Control Section Supervisor NOA No. 12-0820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 E -1 Eco Window' Systems. LLC NOTICE OF ACCEPTANCE: . EVIDENCE SUBAIMED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, issued by Al— Farooq Corporation, dated 07/1.6/12, signed and sealed by Javad Abmad, P. E. 2. Laboratory compliance letter for Test Report No. IIL -6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. 3. Proposal issued by Product Control, dated 04/11/12, signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. E -2 Jaime D. Gas�ron, . E. Product Control Section Supervisor NOA No. 12-0820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 DESIGN LOAD CAPACITY - PSF FLANGE DIME. 8/18` LAM, GLASS W@TH HEIGHT W40 TNT.(-) 19 -1/8° 26 -1/2' 37' 44° 53 -1 1a' 26° (4) - 55.0 80.0 SSA 60.0 88.0 60.0 55.0 60.0 55.0 6000 19 -1 /8' 26 -1/2• 3r 44• 53 -1/8° 38 -3/8' (4) 55.0 60.0 55.0 60.0 55.0 60.0 55.0 80.0 55.G 60.0 19 -1/6° 28 -1/2° 3r 44• 53 -1/8° 5D -) (S) _95.0 60.0 SS.O 60.0 55.0 60.0 55.0 60.0 55.0 60.0 19 -1/8' 26 -1/2° 3r 44° 53 -1/8° (8j 55.0 60.0 SS.O W.0 55.0 60.0 88.0 80.0 85.0 60.0 19 -1/8° 26 -1/2° 3r 44° 76- (a) 55.0 60.0 55.0 80.0 55.0 WA 55.0 e.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER .IAMB. TYPICAL ELEVATI LS a' V 8 ECO -GUARD SERIES -50 TESTED UNITS 531,0' ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER WINDOW WIDTH CHARTS SHOWN ABOVE. 47 3/4° O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. (FIX. LTTE 1/8° ANN. ASS MASS 5 1/2° MAX. COQ to-- MAX t� /a-- ��� --��� A ty ty� I I {p N 090' INTERIAYER SAFLEK BY 'SOWTIA' 1 /8• ANN. CLASS 8 SILICONE DOiY 899 lid 16 a n II REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a li i1 II yII o C i Ii HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. III 23 I, I WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. N _ SaLAZTNG DL'TAA. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FALSE ML INS (SURFACE APPLIED) NO ANCHORS AT SILL °i OPTIONAL 47 3/4' S Q� eMj D10. (VENT) Z j g h 50 1/8° NOT PART OF THIS APPROVAL Z q2�i VENT WIDTH GLASS CAPACITIES ON THIS SHEET ARE $ o SA -H,� TYPICAL ELEVATI LS a' ECO -GUARD SERIES -50 TESTED UNITS ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. 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. Date LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 0.,08 WILL APPLY TO ENTIRE SYSTEM. a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c u REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS aaAHM73 ,� °i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA. PE p IOM CAN. 3938 S ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE h NOTE: NOT PART OF THIS APPROVAL GLASS CAPACITIES ON THIS SHEET ARE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. BASED ON ASTM E1300 -04 (3 SEC. GUST'S) MATERIALS INCLUDING BUT NOT LIMITED TO $TEEL//METAL SCREWS, THAT AND FLORIDA BUILDING COMMISSION COME INTO CONTACT WITH OTHER DISSIMILAR DECLARATORY STATEMENT DCA05- DEC -219 IdATER1ALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. L 2 �' �{� 2_ QQ sheet 1 of 4 t 13 TYPICAL ANCHORS WOOD BUCK _ FOR SPACING . a° qp ° A bW DIST. a �Lm� rrll' 01 9 0 O a T r d° ., a... ° 9 ° n a a 8 a 3/4: LONG WEEP NOTCH 7PICAL ANCHORS IMWAI —DADS COUNTY APPROVED I� I 1 MULLION & MMUWON ANCHORS I I SEE I I EDGE 1 OIST. I t 1 ----------- - ----- -- TYPICAL ANCHORS TYI SEE M. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE am FOR SPACING OPTIONAL To �SPRING LATCH 1/4° DIA TAPCON BY 'TTW' (Fu -120 KSI, Ir"92 KSI) 1/4' DML ULTRACON BY 'ELCO (Fu.1TT KSL Fy.155 Ksi) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 113Y 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 CONIC. OR MASONRY 1/4° DIA. TENS OR SELF DR Wt: Gf'RFWC (GRADE 5 CIts) 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 PAINTED) ,414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK, _ .090' (NO SHIM SPACE) to TYPIC:AI EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN, INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE = 3/4° MIN. 9 CONCRETE AT HF1�0, SBJ. OR JAMBS }'c •3000 PSI MM. 18 eOOORlptyingwldtNeslO HOLLOW /flLLED BL�K ar JAMBS rm ® 2000 PSI MIN. W ngn JWAD ANNA CNM FY CA. Q 70M JUL 2 3M2012 S N ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. �V 0 81 h 114 ic X31 'Iof N W n 00� N n .6 e 6 drawing no. W12 -40 17'3M g PART $ R34I1. DESCRIPTION MATERIAL' MANP./BUPPLIER /REMAR38 1 E51 1 FRAME HEAD 8083 -T8 - 2 E52 1 FRAME SILL 8083 -TB 3 E53 2 FRAME JAMB 8083 -T6 - 4 E54 1 FM MTG. RAIL 8083 -T6 5 E55 1 VENT TOP RAII. 8Q83 -T8 - 8 E88 1 VENT BOTTOM RAIL 8083 -TS - 7 E57 2 VENT SIDE RAIL 8083 -TB - 8 E58 AS REOD. GRAZING BEAD (5/18° LAM. GLASS) 8083 -T8 - 8 E59 2/VENT SASH STOP 8083 -T5 - 12 SL203P 2/VEN'T SWEEP LATCH ZAMAK SULLIVAN & ASSOC. 12A 68 X 5/8' 2/ LATCH LATCH DST, SCREWS ST. STEEL FM SMS 13 FY -113 2/ VENT SPRING LOADED LATCH 8083 -TB ALTERNATE TO SWEEP LATCH 13A - 1/ LATCH LATCH SPRING sr. STEEL - 14 ®8 X i° AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH 30 18 E207 AS REDD. BOTTOM PAL SEAT. - SERIES 101 NEOPRENE ULTRAFAS 18 E203 AS REOD. GLAZING BEAD SULK SANTOPRENE ULTRAFAS 18 W23181 AS REOD. FIN SEAL WVMPPING - ULTRAFAB 20 - 2/ VENT BLOCK AND TACKLE BALANCE - 21 ESO 2/ VENT I SASH CAM NYLON - 22 - 1 1 8/18° BOX SCREEN - I OPTIONAL 23 - AS RECD. I SETTING BLDCK NEOPRENE I OUROMETER 7848 1/4° MAX. TYPICAL AN04M SEE a&. FOR SPACING %#laV Qi ao 81 v N � N tO M O_ 51 NO Z 3 $1 0 n lirpr JAVA � a g FLA. PE CCAX 538 70 2 s 3J drawing no. 2 $ 20r W12 -40 ah� e �2.183 .082 1.31I44 .831 J 4 U FRAME HEAD 828 050 1.919 1L EI FIX. MEETING RAIL 1.050 058 1.1 25 Tom• 1.750 .ofiz .87s VENT TOP RAIL 9.895 .625 .062 088 1.669 1.1 25 7yp, 978 VENT BOTTOM RAIL Q FRAME SILL FRAME JAMB .324 I-- •� k(ID ra. GLAZING BEAD 1203 .628 m .050 TYR .975 .384 VENT SIDE RAIL .975 082 9.018 SASH STOP 41.247 1.2, 1.449 .076 .983 SPRING LOADED LATCH 14 FRAME TOP CORNER s�Im1e� ' 8 Br. 1 0210-11 to mg �v to F Y. a M1 W�sds� Ig _I .9 N_ z • �' � � O n s � araw,ng no. W12 -40