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RC-13-1778 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-203801 Permit Number: RC -8-13-1778 Scheduled Inspection Date: December 03, 2013 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: , Work Classification: Alteration Job Address: 299 NE 99 Street Miami Shores, FL 33138-2434 Phone Number Parcel Number 1132060134580 Project: <NONE> Contractor: BLANCO DESIGN INC Phone: (954)243-8197 comments REPLACE WINDOWS AND DOORS, PARTITION AT ""'a""" ' .--- ...... � KITCHEN, KITCHEN AND BATHROOM REMODEL INSPECTOR COMMENTS False 9 O Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-203772. Panel of glass missing safety seal. Need revision for rear aluminum roof Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 02, 2013 For Inspections please call: (305)762-4949 Page 26 of 40 PERMIT # CONTRACTOR: 'f ,A-,c t-D aaJ SUBMITTAL DATE: ADDRESS:Z� NAME: RESUBMITAL DATES: PROJECT TYPE: 67� 0 - ZO G - FIRE �ST UJ,PACT FEES ELECTRICAL HRSIDERM PLUMBI�NOC -- MECHANICAL pldSl9�3 2c'�u, Miami Shores Village Building Department 1000 N'E'W Avenue, Wlami SIMM Plorida 33138 Tel: (305) 795MW Far: (305) 756.9972 INSPECTION'S PHONE NUMBER: (3W 762,4949 BUILDING PERMIT APPLICAT ON Permit Type. BiJ11,DjNG JOB ADDRESS: t`1 �,UG �di3 FBC 20 [C) Permit No. Master Permit No _tel ROOFING City: No sham County. W=39 Da& Folio/Parcel#; 1.+.�. _"V Is the Bulldtng Hktorlcaliy Dell pated: Yes NO– OWNER: O— OWNER: Name (Pee Simpk City: 1MAAC,,m State:__ Tenand"see Name: Phone#: Ennu1•yWr � �1anC.a��lr=.�, . CONTRACTOR: Company Name: ajW lCQ )n* n !=kc- Phone#: q Ctii 1 �'r, t� l a►'�{ Address' jou ,�.f" City: State: GA Qaafifier Nates: Phone#: CA Sy jhy%1 9} . State Certification or Registration #: CtPC,Certificate of Competency #: Contact Phonek • Email Address: -----.„i---- D1SIGN11L*ArolytecVBngmew _ 1 kVA N -,,r ]fir (e Phonet. _�'$ y *Skl- 7— t} i Value of Work for this Pern t: $ 243.0 , Squareftiftear Foote of Work: Type of Work: OAddition OAhendon ' ONOy air lace of Work: 'qQ� �� ,./,�,��. � ODemolition Dese rh" �IULc a MAvij &ju % Jr AvhA % 0A,.A..• RA i � N /l _ n . Submittal Fee $1�0 cry Permit Fee $ -,�- CCF $ MCC $ Scaanipg Fee $ — Radon Fee $ DBPR $ Bow $ Notary $ Tratdng/Fdacation Fee $ Technology Fee $ Double Fee $ Structural Review $,�! TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Nam (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with an .. applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicavu trust 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 ceriffied copy of the recorded notice of commencement must be ed at the job site for the first inspection which seven (7) days toer the building permit is issued. In the absenc posted notice, the inspection will a re' echo ee will be charged. Signature Signature r Agent Contractor The fore�o'1 rostrum t was o led before 's day of W 2016 by who i y known to a or who has produced_ As identification and who did take an orb. The foreg :trnment as ackn do, s�� day of 2�, by r r kno to me or who has:produced as identification and wbo did take an oadL APPROVED BY Plans Examiner-. —<(?IJ �Lll 1-4 1 Structural Review (Revised 3/1212012)(Revised 07/10I07(Revised OfinotM)(Revised 3/15/09) Sign:1huz t:My Cnded Through Na Zoning Clerk JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * 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: 9/18/2013 EXPIRATION DATE: 9/18/2015 PERSON: OLARTE SEBASTIAN R FEIN: 272267402 BUSINESS NAME AND ADDRESS: BLANCO DESIGN INC 1525 SW 14 ST MIAMI FL 33145 SCOPES OF BUSINESS OR TRADE: LICENSED BUILDING CONTRACTOR 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 fisted 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 K, at any time after the filing of the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a cerfiflcate. The department shall revoke a certificate at any time for fafiure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 A60111 PRODUCER Westland South Insurance 2808 NW 97th Ave MIAMI, FL 33172 INSURED (305)5934800 BLANCO DESIGN,INC 1525 SW 14 STREET MIAMI FL,33145 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES I#F�ow- COMPANY W_ CO PANY GRANADA INSURANCE COMPANY COMPANY B COMPANY -.. C COMPANY D Its !i {,�3 t; ±} d t }, „ Ras 1....W ' § 't � n !_? ;}i" THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING Addy REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS Co TYPE OF INSURANCE POLICY NUMBER POLICY � POLICY EXPIRATIONDATE LIMITS DATE GENERAL LIABILnY GENERAL AGGREGATE S 2.000.000 A D COMMERCIAL GENERAL LIABILITY 01 S5FL000294M1 9113i3013 SM 312014 QTS - COMPIOP Avis S rt PERSONAL & nose. INJURY g 1,000,000 ❑ claims MADE Q occuR ® OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE S 1,000!000 ❑ FIRE DAMAGE Wiy am Ft®) b 100,000 MED EXP (Any X18 P ) S R AM AUTOMOBILE LIABILITY ❑ANY AUTO ❑ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ •OWNEDAUTOS •• ❑ ANYAUTOri COIM804ED SINGLE LIMIT g BODILY INJURY S (Pffi f) BODILY INJURY S (Per »II) AUTO ONLY - EA ACCIDENT S OTHER THAN AUTO ONLY- EACH NLY EACH ACCIDENT S @XCESS LIABILITY ❑ UMBRELLA FORMg 91 EACH OCCURRENCE $ AGGREGATE OTHER THAN UMBRELLA FORM b WORKERS COMpENBATION AND "' EMPLOYER$' LUU311.ITY STATUTORY LIMITS s � �. THE PROPRIETOR,❑ INCL EACH ACCIDENT S PARTNERSIEXECUTIVE OFFICERS ARE EXGLS DISEASE® POLICY LIANIT OTHER DISEASE- EACH EMPLOYEE c.w,ns�acLSR:n K04201IFFItCLESISPECWL ITEMS GENERALCONTRACTOR MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES.FL.33138 305-748-5972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUNG COMPANY VALL ENDEAVOR TO MAIL 30 DAYS WRITYEN NOTICE TO THE CERTIFICATE HOLOR NAMED TO THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OSUGATW N OR LOWU ry• OF ANY KIND UPON THE COMPANY. ITS AGENTS OR REFRESENTATNM AUTHORIZED REPRESENTATIVE HOMERO LAVERNIA I& Wind Calculations In accordance with the 2010 Florida Building Code Index Wind Calculation for New Doors ..................................... 1-2 Total: 2 Sheets Submitted By: VASQUEZ STRUCTURAL ENGZIYEERS FL CA *30130 LzP. Alvar ueE. Florida License No. 60843 Vasquez Structural Enghwers — 6635 W. Commercial Blvd Suite 215— Tamarac, FL 33319 — PH 954.726.7500 14 I- f, I Version 2.1.0.6 per ASCE 7-10 Developed by MCA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date : 7/26/2013 Project No. : 299 NE 99th Street Company Name : Vasquez Strcuctural Engineers Designed By : AV Address : 6635 N. Co=ftercial Blvd Suite Description : New Ispact Windows and Doors City Tamarac Customer Name : Ralph Tait State FL Proj Location : Miami Shores, FL File ,Location: K:\CSW Technical files\Projects\Ralph Tait\Miami Shotes Windows\wind.wnd Dizvetionai ftocedure All eights Buil (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category C Natural Frequency N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Eat 1.00 Am = 0.15 BM s 0.65 Cc 0.20 1 = 500.00 ft Epsilon = 0.20 Zmi.n - 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 13.50 ft Type of Roof = Hipped RHt: Ridge Ht 16.00 ft Eht: Eave Height 11.00 ft OH: Roof Overhang at Eave= 1.50 ft Roof Area = 1919.00 ft - 2 Bldg Length Along Ridge 72.00 ft Bldg Width Across Ridge= 37.00 ft Gust Factor Category I Rigid Structures -Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 gist Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^EpSilon 427.06 ft 0: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*0)/(1+1.7*3.4*lrm)) 0.89 Gnat Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 Internal. Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressures Coefficients Cp - Loads on Main Wind -Force Resisting Systems Pj a F 0 1.4, Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterpr.ises.com Date : 7/26/2013 Project No. : 299 HE 99th Street company Nam : vasquez Strcuctural Engineers Designed By : AV Address 6635 W. Commercial BLvd suite Description : New Impact Windows and Doors City Tamarac Customer Name : Ralph Tait State FL Proj Location : Miami Shores, FL File Location: K:\CSW Technical files\Projects\Ralph Tait\Miami Shores Windows\wind.wnd !r Roofwt t � t� ♦�rI r�A shown 2, 1 12 2; 1 2 i 1 J i r 4 10 +h ♦el 1 ' a a 2t _`_ ♦ 2 1 ' a WanS Rogf7<0<=27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V"2*Khcc*Kht*Kd Width of Pressure Coeffioient Zone "an - 3.7 ft �esaription Width Span Area Zone Mas Min 1m P ----------------------------------------------------------- ft ft ft^2 GCF GCP P -------------- Ps Windows 10 SF 3.33 3.33 11.1 4 0.99 -1. 8 -43.18 Windows 10 SF 3.33 3.33 11.1 5 0.99 -1 8 39.78 -53.09 Windows 20 SF 4.47 4.47 20.0 4 0.95 - .05 38.25 -41.64 Windows 20 SF 4.47 4.47 20.0 5 0.95 1.29 38.25 -50.02 Doors 20 SF 3.00 6.83 20.5 4 0.94 1.04 38.18 -41.58 f]nnrA 7'n fir ^A - nn fi_Rl 2n-1; S n OA 1 �Q 10 IQ -Ari Sit] Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V"2*Khcc*Kht*Kd MIAMNIIAAu DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMC RESOURCES (RER) 11845 SW 26 Street, Room 208 BOARD AND CODE ADI&IINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .mlemidede.eov/economv Eco Window Systems, LLC 9U4 NW 106 Street Medley, FL 33178 SCOPE: This NOA is Ding issued under the applicable rules and regulations governing the use of construction materiak The documentation submittal 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 (Alm. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Mimi 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 AEU 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 500" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.r, sheets 1 through 6 of b, dated 02/23/11, with revision C dated 01/11/13, prepared by Al --Far oq 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 fallowing statement: "Miami -Dade County Product Control Approved", unless otherwise notal 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# 12-0223.27 and consists of this page l and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0206.07 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 Page 1 Keo Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W1145, titled "S-500 Alum. Outswing Casement Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, prepared by Al -Faros 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 FBG, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3140, HETI-10 3141, BETI-103142, HETI-10-3143 and BETI-10--3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0349.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG -2007, prepared by Al-Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA#11-0309.116) 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. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® 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 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Window - L.M approved on 05/03/12 and expiring on 05/19/16 Manuel �Ina. Product ControlNOA No. Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E-1 1/8• HEAT SIREN -D. (NABS V= INTERLAYER 8UTACITE TW9 BY 'DUPONr t r1/9" HEAT STWO. CLASS 1/6' TEMP. GLASS a/a• A>R DACE 1/8' Hsu strsad'o. GASB a88 EM --GUARD SERIES -840 AL NUM _OUMUNG CASEMENT 'WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE 8Y SIDE COMBINATIONS of OASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES Of TWO OR MORE WINDOWS USING MIAMI—RADE 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 FLORMA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HV90. WOW 000BYS�� MUST BE ANCHORED PROPERLY TO TRANSFER ANCHORS SHAD. BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS £MHIEDMENT TO BASE MATERNL SHALL K BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOMMS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS WTO WOOD ONLY. MATERIALS INCWDDIO BUT NOT LIMITED To STEkI/METAL SCREiMS, THAT COME IRO CONTACT WITH DIFFER OISStG M MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLARIOA BLDG. CODE SECTION 2003.8.4. B POINT LOCK SEE CHART WOWhow!FA or TYPICAL ELEVATION �� AT SASH 2ir 2 —S 3 S 8° 4 83 8 79• 6 MAXIMUM DESIGN LOAD RATING m + 70.0 PSF (ram s OR SIdALLER) - 7'8.0 PEF THESE WINDOWS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 1(3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCADS—DEC-219 " 3 W drawing no. 11 W11-05 11 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY OIAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHO)3S see m FOR sPACIN6 1/4° DNA. TAPCON HY 'TIyW (Fa -12D PIS, r"92 00 1,-4" DIA ULTRA= RY 'ELCO' o -m KS6 Fyn189 xs0 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN, PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONIC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN, EMBED INTO CONC. OR MASONRY fi14 SBL OR SELF DRILLIM3 SCREWS (OWE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" T14K. MIN. (Fy - 36 KSI hUN.) ALUMINUM : 1/8" THK. MIN. (6083-15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SMS OR SELF F1R41.1NG_ SOW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") (NO SHIM SPACE) TIRCAL EOOE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4- MN. CONCRETE AT HEAD. SRL OR JAM Pa - 3000 PSI MIN. C -I0 HoLOW/FILLED MM AT JwBS f m - 2000 PSI MIN. 15� no. Wi 1-05 51Rr ------------------ ANCHORS — — ------------ TYPICAL A t —per CCd1N1Y APPROVED t EI,fVORF ACStO I MUI.UON & mum /dVCHOS s • . ° ' ' ° ° a . I' S£E SEPARATE NOA S i (p) I 18 I 18 I 1S M ALT. TYPICAL ANCHM SEE ELEV.P SPACIN FOR SPACING © a 'lam ALT. MIMS e b. All L -n t8 ° a jig s a. TYPICAL ANCHORS SEE ELEV. FOR SPACM TYPICAL mcmaR8 " •' SEE ELEV. FOR SPACM ALT. IN IALT_ATION DETAILS 'ITR EUMH FRAME ADAPTER av+Jl PRP)UUCFREdVVPBBD ° Z71 NO drawing no. W11--05 Lqo FRAME HEAD/SR.I/JAMB VENT GLAZING BEAD .803 .048 .i3D T` 1.172 Q.AZING BEAD (INSUL. LAM. CLASS) 248 .74720 -.120 O SNUBBER - VENT 1.780 A03 1.760 .663 1TSM PART B WJMTY MMMPTM NATBSIAL MANB./6UPPLIBR/R9MAaKa 1 9601 4 FRAME WMISd,l/JAMB sm-T8 - 2 E6o2 4 wo 6093 -Ta 3 FY108 AS RM. MA= OFAO 0jML ) 8063 -Te - 3A a" AS AM. MAEItOI BEAD #WL TALL MASS) 6063 -Ta - 4 MOB AS 8600. SNUBBER - VERT. FURL Lem 8083-% - 4A F908 AS Rti00. SNUBOER - FRAME. FULL UWN Bou -TB - 8 1 E608 oPT2 m SCREEN FRAtdE 6083-115 I - 7 #10 X 1-1/4 AS RFAO. FRAME AND VDFT ASMMY SC N WN so a E203 AS RE00, WW 85 SANTOPRENE L6.TMWAS 9 au AS REQ. MA1MR8 OW WA MIJUNWOR 66 SANTOPRERE OLTRAFAS 10 38.12.0.400 2/ VENT 4 OAR MWZ AT TOP AND SO M am TRUTH, INSTALLED m /10 x 0/8' BDS 11 13088.92 1 Man Pow LOCK Sym zumx TRAIN 12 - 8/ VENT KMPER STEEL - 13 - 1/ YE14T ROTO OPG4AT014 TRUIM 14 PS)40-SS 2/ C=M FRAME/VENT CORNER MY ST. STEEL. - Is PY120 AS REIN. FIRM FRAME ApAFM 6093-YB fOPA L f8 3 ANO SAO MWE tM414 190 PIASM T7 �f0 X 1-1/k' 2/ SKATE FF. SOS SKATE SFxFE" 18 qa X s/a' AS KW. FN US MOMSWOAT r APART. PAIRT-s/4` O.C. IN t S S ACMW 18 2/ LRE SET M BLOCK, 3/18' X 3/4 X r LOW NEOPRENE AT W FROM EACH ENO, DUROMM 85 -80 OIASB SPACER - Iff NWH wi PRANK LOWE ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAO SM5504 SEAM SEALER. PARIMETE R CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13098.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.)x.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #3340.00.0001 SPACED AT 12-3/4EACH GUIDE FASTENED WITH (2)/10"X C" P PH SMS STAINLESS STEEL KEEPERS #31984.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8' P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES .HINGES; 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND 8OTTOM COMERS FASTENED WITH (2) #10 X 5/8' P PH SELF DRILLING SCREWS OPERATOR: CORNER KEY SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SIL END FASTENED WITH (8) #10 X 1' P PH SMS .248 OPERATOR TRACK $30175 AT BOTTOM RAIL FASTENED WITH (2) 010 X 1' P PH SMS PO 7D69, LTi -SAC SKAT145 -di VINYL ANTI—SAG SKATES BY 'M&M PLASTICS' 5 i.288 AT LOCK STILE AT 8-3/4" FROM TOP/BOTTOM RAILS 1 AT BMW RAIL AT 4" FROM LOCK STILE SNUBBER — FRAME EACH FASTENED WITH (2) #10 X 1-1/4' P'FH SOS. waw" no. 11 011-05 11 5VIEr REVISE AND RESUBMIT REJECTED FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tait Architect,Inc. Date: �l L' f J By: 06 if /3--oZ66.07 I 100F LTMC�E1R117ROWF.NT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF AMPTANCEffi-OA) MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 111915 SW 26 S Room 209 Miami, Florida 33175-2474 T (796) 315.2590 F (788) 315-2599 __ .mlamldede.,yi%a Eeo Window Systems, LLC. 7M 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 - Pwduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Haves Jurisdiction (AHJ). This NOA shall not be valid aft the expiration date stated Mow. The Miami -lade 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 tester/ for quality assuranoc per. If this product or material fails to perform in the accepted manner, the nmnuficturer will incur the expense of such testing and the AEU 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: Serer "100 ECO -Guard' Aluminum Single flung Window — LMJ. APPROVAL DOCUMENT: Drawing No. W", titled "ECA -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)' , sheets 1 through 6 of 6, dated 02/12109, with revision A dated 02/15/12, prepared by Al-Farooq Corporacion, 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 Produce Control Section. MISSILE IMPACT RATING: Lame and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/se.ries, 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 cage 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 matezW 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. AD :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 entity. 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 requed of the Building Official. This NOA revises NOA # 0942X07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submits documentation was reviewed by Manuel Perez, P.E. NOA No.12-0223.24 Expiration Date: April 08, 2014 Approval Date May 03, 2012 Y401)f Page 1 NOTICE QF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -OS, titled "ECO -Guard Serax -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through b of 6, dated 02/12/09, with revision A dated 02/15/12, prepared by Ai -Fad Corporation, signed and sealed by Javad Ahmad, P.E. B. 'TESTS 1. Test resorts on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Prune Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-112" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HET148-2166A, dated 12115/09, signed and seated by Candido F. Font, P.E. (Submitted rrer 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-M-21560, 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 insulation 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 12/13/09, signed and sealed by Candido F. Font, P.E: (Submitted uuderprevious NOA#49-0224.07) 4. Test reports on: 1) Large Missile Impact Ted 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-W2170, dated 12/15/09, signed and sealed by Candida F. Font, F.E. (Submi ted mukrprevioxt NOA#09-8224.07) Mange Pe E. Product Control E er NOA No. 12-M.24 Expiration Date: April 08, 2014 E-1 Approval Date: May 03, 2012 NaTiCE OF ACCEPTANCE: EVIDENCE SUBMPTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/30/12, prepay by Al-Farooq Corporation, signed and sealed by Javad Ahmad, F.E. L Glazing complies with ASTM E1300-04 D. QUAUW ASSURANCE 1. Hami-Dale Department of Permitting, Environment, and Regulatory A (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--0624.01 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS L 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 "EC041uard Series -100 Aluminum Single Hung Window — L.M.I.", approved on 04/08M and expiring on 04/08/14. Manuel P.E. Product Control er NOA No. 1 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 E-2 GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDb21T 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—MADE 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 INCUJM MON VELOCITY HURRICANE ZONE (HIVHZ). 6A CS f0 THE =MIST BE ANCHORED PROPERLY TO TRANSFER ANCHORS SHALT. BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORMSING OR STUCCO. ANCHOfIt�i OR LOADIINO CONDTCIONS NOT SHOWN IN THESE DETAILS ARE NOT PARD r2r TFIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIA,S INCLUDING BUT NO7 UNITED TLO STEE METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSfbILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 203.8.4. 53 1 /�� W1NIfSJFI wim f 47 3/e" I A7 _110 If I• u a I i u h n 1 c 1) LeL FALSE HUNTINS NO ANW= AT SILL FALSE WNTENS (SUWACE ATONED) 47 3/8' (SIWFACE APPLIED) OPTIONAL D.L.O. so J/+e" VENT WIDTH{ EQUAL' UTES TYPICAL ELEVATIDNS TESTED UNITS i i THESE Wt COWS ARE RATED FOR LARGE MISSILE SHUTTERS ARE NOT REOUIRED. •c NO ANCA� AY 90.4 49 3/8° O.L.O. 80 3/79° VENT WIDTH UNEQUAL LITES (ORIEL TYPE) yT dttlw W09-08 EOUAL LITES R MEAT STRE14'D. GLASS .090° 01MAYER BLTTACITE PM BY 'OUP010 T•1/8' NEAT STREN'M OL489 EQUAL LITES WINDOWS DIMON LOAD CAPACITY - PSY nANOE DIM$. OLw TYPE 'A' 01A88 TTPB W "M mmm EXT40 tNT -) -EXT4+) INT.(-) 10-t/8" 24` 26-1/2" 32- 37" 40" 49` 53-1/8° (3) 78.0 90,0 78.0 90.0 78.0 wo 78.0 90.0 78.0 904 75.0 90.0 78.0 90.0 784 90.0 78.0 004 784 90.0. 7810 90.0 70.0 90.0 75.0 Sao 78.0 90.0 1 78.0 1 90.0 76.0 904 _ t9 -t/6" 24" 26-1/2' 32` 37" 40" 46" 83-1/8' 38-3/8" (3) 784 90.0 78.0. 00.0 78.0 904 784 90.0--- 0429-1/2° 78.0 90.0 78.0 904 78.0 90.0 78.0 90.0 78.0 90A 78.0 90.0 78.0 9010 75A 90.0 78.0 90.0 78.0 110.0 1 78.0 1 no 7810 90.0 t9-1/0" 24- 26-1/2" 32- 37" 40" 40" 53-1/6' 1 80-8/8" (4) 76.0 00.0 7&0 90.0 78.0 904 7&0 9010 7810 1060 7&0 90.0 70.0 solo MID 90.0 7&0 90.0 764 90.0 78.0 90.0 78.0 90.0 7&0 90.0 78.0004 90.0 78.0 90.0 75.0 - 904 to -1/8" 24" 29-1/2" 32" 37- 40° 46" 63-t 8' 83" (6) 78.9 9010 7&o 90.0 _ 78.0 90.0 754 90.0 78.o 90.0 78.0 90.0 7&0 90.0 78.0 90.0 75.0 904 78.0 90.0 75.0 9010 78.0 90.0 78.0 "A 78.0 90.0 78.0 1 90.0 78.0 90.0 19-t/0" 24" 26-1/2` 3Y 31. 40" 48" 63-1/8' 70' (0) mo 9" 71ko OOA 7&0 9a0 78.0 90.0 7810 9010 754 20.0 Mo 904 75A 904 76.0 90.0 78.0 90.0 7810 9a0 78.0 900 7&0 9010 7&o 20.0 7&O 1 9010 7010 90:0 EOUAL LITES R MEAT STRE14'D. GLASS .090° 01MAYER BLTTACITE PM BY 'OUP010 T•1/8' NEAT STREN'M OL489 MFAT MWD. GLASS DOW NTEMAYER PJTAME PYB BY 'OUPONr x«3/19° WAT STRENU CLASS UNEQUAL LITES (ORIEL TYPE) MOTE- GLASS CAPACITIES ON THIS SHEET ARE D BASED ON ASTM 613130-04 (3 SEC. OUSTS) AND FLORIDA BUILOM COMMISSION a DECLARATORY STATEMENT DCAOS-OECD-219 158. bD1JCT RBYIB� B D drawing no. r ; W09--08 UNEQUAL LITE$ WINDOWS DMON LOAD CAPACI T - Pop PLANCE DOM alaM TYPE 'A' OLM 7YP0 'S" 10DTM NDDNT FXT. + INT.(-) W.(+) IW.( - 19 -i/8" 24" 26-1/2" M. V. 40° 49" U -I/6° 80-8/9° (4) 70.0 90.0 78.0 90.0 70.0 90.0 70,0 90.0 78.0 90.0 75.0 90.0 76.0 904 784 90.0 70.0 90.0 76.0 90.0 70.0 00.0 1 78,0 904 764 90.0 70.0 9010 75.0 90.0 76.0 Sao 19-1/8' 24" 26-1/2" 32" 37- 40' 48" 83-1 93° (5) 7&0 90.0 704 90.0 Mo 9010 79.0 9o4 76.0 90.0 76,0 100.0 78.0 9" 7&o 904 70.0 BOA 78.0 90.0 70.0 9010 76.0 90.0 - 7&0 904 704 90.0 19-1/8` 24" 29-1/2' 32° 37' 40" 49' 53-t/e` 79" (9) 78.0 00.0 78,0 90.0 78.0 00.0 76.0 90.0 MO .90.0 7&0 so 7010 90.0 9&0 9010 78.0 904 - 75.0 9a0 75.0 90.0 78.0 1 90.0 MFAT MWD. GLASS DOW NTEMAYER PJTAME PYB BY 'OUPONr x«3/19° WAT STRENU CLASS UNEQUAL LITES (ORIEL TYPE) MOTE- GLASS CAPACITIES ON THIS SHEET ARE D BASED ON ASTM 613130-04 (3 SEC. OUSTS) AND FLORIDA BUILOM COMMISSION a DECLARATORY STATEMENT DCAOS-OECD-219 158. bD1JCT RBYIB� B D drawing no. r ; W09--08 T1 SEE ELEV. FOR SPACM WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPT T. ALN ii() S SEE ELEY. FOR SpACINO - 1 /d" DIA. TAPCON BY YTS(Fw120 NSI. Fy-02 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY " 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 2 1-1/2" MIN. EMBED INTO CONC. OR MASONRY !!!�� Lam DIA. =OR SELF DRILLING W2=(MUM B fa) w INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy m 38 KSI MIN. ALUMINUM : 1/8- THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14z O OR SELF DRRLM 'CRM (CRMIE 2 CRS) INTO MIAM{—RADE COUNTY APPROVED MULLIONS (MIN. THK. ei .0$0") (NO SHIM SPACE) nams-DW= 4 INTO CONCRETE AND MASONRY n 2-�1/2- MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE w 3/4" MIN. CONCRETE Po a 3OW PS 1RN. < MASONRY Pm - 20g0 PSS,Y IN:.. axonucrsl2vl NO 4 df04YlJlg f10. AW ANO FRAME JOINT CONNECTIONS SEALED WITH ;.::. ; , 12 (�• yypg_og tri s rear t9 Rsgn. $rTtoro wtraaw. A+exe./tntirrttsa/a> I Friot , FwAi� h� 400 -To - z FrttA t FRAME :Nu, eo.s.re s tyros z FmW ,uure �-te A FYtaa 1 F'1X6a Alta. RAY. -T$ - A FY165 t VENT Tap RAY. �$J-Ta S FY114 1 VENT �TTOM IPAY. e0e3-18 7 tYto7 a vrHNr 8YlE RM. twat -Te - tuoE �qtv a FTtae A9 Raa, aanzo%+ eEAo (a/te" LAM. arks$) ttc�t-re SEE AaANOAN TYPICALstesssv�acwa $A FYtae AS ROD. (YktlNa 66AD (7/15- UN. OLAalt} 866J+t$ - 8 tYtt$ a/vENT eA$Ft STOP 8a9y-tA tx siaosP alveNr tAgE6P arcs, AT to-t/a" FIf�A 6NOS zaeerbc stat.NAN & ASSOC. tea Ba x s/$° a/ arcs uttrrat W. vs ST. srEn. rr sns is #$ % t" AS t�QO. FPt4hf& Qt VENT A$1T SCi f%t9 pH 8At9 14A #s % 3/9" x} VENT 90TTt�! NAY. ABY SWO Cts pM 8M9 i$ Ea07 AS IaaD. a0ri0eA kAft. � - S!'�S tat tRLNE UIfigAFAB IS E203 AS �. tZLAZYia BPl+D $tY.B 1tAhltO+RENE ULTRAfAB t$ Waat$t As t�aD. fY9 , tit'Sr'ISPPINC - U4TRA4'Aa ,e aYit7 a/ veer sAss GUM cELCas M iq.A$'etCa IIA /$ x 3/9" t/ IxADE SASH t4YGi UST. sf�Ml cne as SAa9 'tvPt: B xo Fate a/yEst eAsrt WLAM ti1Y�E�009T BY W Woo" "amaeA $a X 8/0• / $�.Mx�E $AtAt�& YaBT. aG�W - P FH eAd$ b "`�'Ci_ xt - A8 IZEaD, CLASS VACEN TffUCtlNE PaANK (,QytlE az - t a/ts° �x n - oprrowu. as FYI 20 - rttrsa FtraA�e AQpPtER eR SEL V" F SPACING ;i t/a" MAX.Aarac 1/a° MAX. NT Wk7Tl1 SHOO 1 a' MAX. 8 �, NCHOM SFIYd W t$ 7 a0 S d.v °'• SSTY�&PW� 6 ANS FaR 9pACYa; M IYbd 8CREEN OPTIONAL -------- • 'A A£TAL arwicrut� 0 g wow------ wow Yb • v to �X9'E1i2012 T toy SUM . < WINOW KIM�`�q, �WOOD PL WREW 706" 8 i !'a+. ercadng hO. til, 1 09 —08 t t4 ,t-te OpTWNAL UVAL „ ssmRuam 'E "W. W seg v. a sPa"cr e O - 1 Vr4 ANCHORS �i SEE ELEV. POR 9PACta �t ALT. d SEE ELEV. FOR AW ACM .d ALT. IN "TION DETAU M= P LSH .EAM ARAP—M �• �� PRWttCy ewwSFlo • ;o' ° c�°. � 0020 v 08 �; ,t X e r--z.7so ,.2e1 eea x.750 asz �3 2.150 '0 2b,a t.140 1 FRAME HEAD t.202 2.881 2.874 T— (D MME JAMB .082 2.188 ,.379 .818 s8q 1.001 843 ,.+2a u nX. MEMW RAIL t (M7 t.047 "•"t. ® CRAM BEADS 1.434 1.280 .082 1.087 .�2 1.140 II .821 8, VENT TOP RAIL n VENT SIDE RAIL 1 8; VENT BOTTOM RAIL. I.r#tel r I 14 it V REVIEWED REVISE AND RESUBMIT REJECTED FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tait Architect,Inc. Date: By: fNIFA Mt�D11�17►E MM[ -DADS COUNTY • PRODUCT CONTROL SECTION DEPARTA•ENT OF PFJWITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Stmet, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADNIINIFMTION DIVISION T (788) 315-2590 F (785) 315.2599 NOTICE OF ACCEPTANCE (NOA) .M dWd ECO meows Syaftms, LLC 79SS NW 771h Ave Miami, 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 Mani -Dade County PERA -Product Control Section to be used in Miami. Dade County and other arms where allowed by the Authority Slaving Jurisdiction (A) - 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 Verity Hurricane Zone. DESCRIPTION: Series 610 Aluminum Ontswing Doors-L.IVI,I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Ahura Outswing Entrance Door (L.M,I.r, sheets l through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Section. MISSILE INIPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in shed 3. The max door leaf width shall not to exceed 3T'. 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12-0402.03 Eaplration Date: July 19, 2017 Approval Date: July 19,2012 Page 1 ECO Windam Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufactu rWs die drawings and sections 2. Drawing No. 'W12-08, titled "Series 600 Ahun Outswing EnU wm Door (L.M.I.r, sheets I through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on dun 28, 2012, 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 FDC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-33571 HETI-12-3358, HETI-1240031, HETI-124003 and HETI 12-4027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Dote: The above referenced test reports have been revised by an addendum letter dated June . 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTM& 1300-02 & -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 "Butaalte 0 PVB interlayer", expiring on 12/11/16. 2. Notice of AccgAance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seed System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Labcomplianceas part of the above referenced test report. G. OTHER 1. Fest proposal, dated 10/14/11 and 02-21-12 approved b PERA. hhaq L Chanda, P.E. Produet Control Examiner NOA No 124)402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2912 E-1 i$ U SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2, SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDEUTH CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY HATH THE REQUIREMENTS OF THE FLORIDA BUILDING C INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SMALL BE AS USTEO, SPACED AS SHOWN ON DETAILS ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CO NDIRONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHM INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEELMETAL SCREWS, THAT COME INTO CONTACT NTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. — 1/8" HEAT STREN'D. CLASS 3/19 WAY STKWD• CLASS OGT° INTERLAYER OW INTERLAYER BUTACIN PVB BY TUPONT BIITACITE PVB BY 'OUPONT' g /6" HEAT STREN'O. LASS 3/1W HEAT STREN'M GLASSSILICONE Id$G CORNING 899 Dow SCORNING 699 26 DOW 1616 34 SETTING BLOCKS AT LAM. CLAD ��SSS ` ` LLLSSS 89AXD GTO W ON Y. CLEAR BLOCKS R GLASS TYPE 'GLI; ¢j _TYPE 'G8' 1/S" TEMP. MASS 6/10" AIR SPACE 1/6" HEAT SNN TREI'0. GLASS SAFIO t11C BY '6OLUTIA' Ds OAu WYc 1/8' HEAT STTHEIdi7. CLASS CORNING 896 lie m 28 ST. STEEL g io METAL SPACER ^ Cy 18 39 SJCM SETTING MOCKS AT INSL LAM. CLASS NOTCH GLAZING BEAD LEC TO CLEAR BLOCKS GLASS TYPE 'G3' I a k'rt lIY?SJL'fSrRTf�S� 39 3/4' MAIL 76• MA {� V FRAME MIN HEAD & Sp.4 ANCHORS �Y AT STILE EMS AT r D.C. 12" a' MAX �' s" MAX, pI CSS A S2L `, / '~ it NN Oil f47F ==- - LpOPTIONS �- tOCX OPfl\OLaS WE MEET 7 n n � 01 It A HN, I \ ---L / it NN NN 10 i \ \ / M � � ACTIVE ' INACTIVE ACTIVE FA SE ACE MMIMTINAPSURFACE 28 ts/1s• a Fp M�ITI1�gU 26 iaj18" 2015/16, DECORATIVE GRILL O.L OPO. io DECORATIVE ORd.L D.L O.L. OPO. m MAY BE USED MAY BE USED NOTE, 37° MAX MAX EGRESS REOUIREMENTS TO BE REWEWED WO BY BUILDING OFFICIAL DOORS LOAD CAPACITY - PSYr DOORS LOAD CAPACITY - PV SINGLE DOORS X) DOUBLE XX NOTE: DOOR DIMS. LANDUTED OLAft DOOR DIMS. LM:DIATED OLM GLASS CAPACITIES ON THIS SHEET ARE FRAMEBASED ON ASTM 0300-04 (3 SEC. GUSTS) ,STI+ EXT.(.) IR.(-) � , EXT.(+) XRT.(-) AND FLORIDA BUILDING COMMISSION 3s-s/a° 37• Ss' 70.0 7s.0 7e' 37" 28' 70.0 75.0 _ DECLARATORY STATEMENT DCAOS-DEC-219 15 GLM GL,4. MMS fT O.L.O. HEIGHT - FRAME HEIGHT - 11.+25" ^q" .. pp O.L:O. WIDTH X DOORS) ® FRAME WIDTH - 12.813" �'(�7�82 >� O.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 22.125")/246 g eheel d 948° �w FRAME WIDTH HEAD & SILL ANCHM AT ST0 E EPBM r# 12" C6)USMW OF (4) AT 3° D.C. 3, A4f HM/SILL SILL Nth 8" MAX rF A h ------ _-JJ_ _ / \ t I It II ❑❑v=qyo❑s====i1 -_= I i _ n \ n AS READ REINFORCING SEE CHART ii ii\\ I 1 I IN mm I ACTA'E 1tl • �j ±__vw iRAtdE WIDTH FALSE MUNTINS OROR SLWACE APPLIED 32 3/4" 20 18/18' 28 18/18' DECORATIVE t0&t1. �. O.L. D.L, DPD. MAY 8E USED 3r DEAFWIN NOTE: SO)EUM MF WIDTH AX 78° MAX FOR DOORS CAPACITIES SEE SHEET 2, SEE CHART AT LEFT DOUBLE YhOTH FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) WILL APPLY TO ENTIRE SYSTEM.Me lot I I I I DIASS O.L.C. DIMS. D.L.O. HEIMIT (SIDELITE) - FRAM HEIGHT - 11.000` D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.438° < w ww At" NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) dnW" t .' AND FLORIDA BUILDING COMMISSION ;Qd., it 2012 18112^08 DECLARATORY STATEMENT DCA05-DEC-219 Sheet of 9 D1�ION LOAD CAPACITY - P8F SOELDES WOH � � LEAF 00025 SIDEUTE �£L(1'E WITHOUT Wl7R PxaM2 tw�E 1i61NFORCROG R111NADRCR+IG WIDTH NDOM Oti'CN28 INCHES EXf.(+ DIT. -j EXl, s W,(-) 2a 7a0 78.0 70.0 78.0 ,o Tao 7s,p roo 75.0 38 62 m.0 711.0 m.0 75.0 37 m.0 78A m.0 78A as et.7 ss.r era es.1 2a ro.o 75A m.o 7ao 3D 70al . 36 37 42 � 0 78.0 roe 75.0 70.0 78A m.0 78.0 70.0 7&0 70.0 70A 51.7 8&1 81.7 88.1 24 30 >8 37 � Tae 70A ro.o 70.0 �A w.e 7ao Tao 84.1 84,1 mA 78.0 53.3 53.5 roA 79.0 2a � 38 37 � 63.3 83a mo 7ao 97.8 S79 70A 75.0 83.1 83.1 mA >AO 82,4 02.4 mA 78.0 948° �w FRAME WIDTH HEAD & SILL ANCHM AT ST0 E EPBM r# 12" C6)USMW OF (4) AT 3° D.C. 3, A4f HM/SILL SILL Nth 8" MAX rF A h ------ _-JJ_ _ / \ t I It II ❑❑v=qyo❑s====i1 -_= I i _ n \ n AS READ REINFORCING SEE CHART ii ii\\ I 1 I IN mm I ACTA'E 1tl • �j ±__vw iRAtdE WIDTH FALSE MUNTINS OROR SLWACE APPLIED 32 3/4" 20 18/18' 28 18/18' DECORATIVE t0&t1. �. O.L. D.L, DPD. MAY 8E USED 3r DEAFWIN NOTE: SO)EUM MF WIDTH AX 78° MAX FOR DOORS CAPACITIES SEE SHEET 2, SEE CHART AT LEFT DOUBLE YhOTH FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) WILL APPLY TO ENTIRE SYSTEM.Me lot I I I I DIASS O.L.C. DIMS. D.L.O. HEIMIT (SIDELITE) - FRAM HEIGHT - 11.000` D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.438° < w ww At" NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) dnW" t .' AND FLORIDA BUILDING COMMISSION ;Qd., it 2012 18112^08 DECLARATORY STATEMENT DCA05-DEC-219 Sheet of 9 D1�ION LOAD CAPACITY - P8F SOELDES WOH � � LEAF 00025 SIDEUTE �£L(1'E WITHOUT Wl7R PxaM2 tw�E 1i61NFORCROG R111NADRCR+IG WIDTH NDOM Oti'CN28 INCHES EXf.(+ DIT. -j EXl, s W,(-) 2a 7a0 78.0 70.0 78.0 ,o Tao 7s,p roo 75.0 38 62 m.0 711.0 m.0 75.0 37 m.0 78A m.0 78A as et.7 ss.r era es.1 2a ro.o 75A m.o 7ao 3D 70al . pE'NEIRATIaV WCK �20Y wow sm / � TL w 1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANMORS, SEE EI.EV. IN SPAC= 1/4- DIA ULTRACON BY 'ECO(Fu-t77 K% Fymt55 XW INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRI .I NQ SEWS (CIM 2 C" INTO MIAMI—RADE COUNTY APPROVED MUW NJS (MIN. THK. 1/8' INTO METAL STRUCTURES STEEL : 1/8- THK, MIN. (FY - 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083—TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I YPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CCNCRM AT HEAD, SILL OR JAMBS P6 - 30W PSI MIN. C-00 HOU OW/FLUD BLOCK AT JAMBS ('m - 2CW PSI MIN. �1ti1."�Mk fir+ ILix'i. Hill ..n,s. 1 li TYPIM L -w DOOR DETAILS W12-•08 SM ,M em MST. FOR SPACING N 22 a^� of a AZM madsmw Sm 94UT t t® 0 t/a° MAX•. O AT 9" taai a � s� srrEer � o AND n° ao. m- to I to Zcj . � z i ae to pp •... t as W a t I t TYPICAL AN4atQR$T p' L... FO SPAM t♦ 19 aD DA -0. t9 9 D.L.O. a EXTERIOR1,115y "DIN TE tsreOm FRWrw T-1 +arar PaamE Tx .�leuri >r L © a 'o Yt' mWasr. =eLEVAn g �,?� W12-08 FDR SPACINO SIDELITE DETAILS .. . Meet 6 of LOCKS ACMYE 4 POINT LOCK ASSEMBLY OLOI-8007 BY 'INTERLOCK USA INC.' (2) LOCIGNG POINTS ENGAGING AT INACTIVE LEAF 1/2- DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND PLL. THROW BOLTS ATTACHED TO LOCK BY 3/8° COMECTING ROOS LONG LOCATED AT 42-1/2- FROM BOTTOM ININACTAtF�..L:.a�, 2 PONT I= ASSEMBLY BY IINTERLOCX USA INC.' 1/2" DIA. MOW BOLTS AT TOP AND BOTTOM EIOACING FRAME AT HEAD AND Sill THROW $D1'S ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM 1XptiN B2s AMM—LUL. CO AUTIONAI DOOR LOCKSHT VHTH HANDLE DELTA NO BY 'KWIKWT' LOCATED AT 38-1/4- FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/a' FROM BOTTOM COALED PLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2- THROW BOLTS ENGAGING FRAME AT. HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-8/B- FROM TLP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 8&-32 X t/2" FH MS If CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SIU. MANRIALLY OPERATED LEVERS MOUNTED ON INSIDE FAME OF LEAF SIRE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE VATH (2) 08-32 X 1/2' fH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARDING. rm 0 PART 0 RIO. DESCRIPTION MATERIAL MANP./SOPPLIER/REMAMW 1 Eso1 ImOR FRAME HEAD/SILL 8083 -Te 2 8602 FRAME Mm44R -T8 - 3 E0" DOOR FRAME JAMS 0003-18 4 ED4 - SIDEUX TOP & BOTTOM FRAME 11083-78 4A 9628 6DEL0E 8" BORA FRAME 8603 -TB - a Em - 81DELRE FRAME JAMB 6083-18 a Esoa swum SUP ON JAMB 8003-T8 7 E807 LEAF TOP & BOTTOM RAIL 8083-78 7A E628 LEAF 6- BOTTOM RAR. 8003-18 B Ewa LEAF W'STRIP ADAPTER -T8 8 m - LEW HINGE STILE 6083-t8 10 E810 LEAF I= STILE 8963-T8 - 11 E811 - LEAF ASTR41I. STILE 6d8S-T6 - 12 Eeta LEAF Akmww 1TRAzw e983 -Te - — 13 FA13 LEAF CLAMP 8065 -Ta 4-1/4` LONG 13A E813 HINDS BACK-UP PUDE 6083-T8 12° LONG 14 E814 GLAZW BEAD (6/16' IAM. GLASS) 8m -T8 14A E1MX1 GLAZING BEAD (7/16" LAID. GLASS) 0063 -Ye 18 Eels GLAZIKO BEAD (R&AL (LABS) 8063-16 $8 E8t6 - SHIP Om 6083-t8 - 17 E013 - BOLT SUPPORT 8083-48 NOT SHM 18 - AS READ. SD m WAMN REGIFORCING 8083-18 - 18 FO -107 3/ LEW BUTT f81XiE5 ALUMINUM StUNM At ASSOC. 20 F812G2 FLUSH ALT LEVER - SULUMM & Amsot 21 FM14N - CONCFALMA FlUlOM BOLT ROD ST STEEL SULLNAM & ASSOC, z2 012 SMS-- AS REQO. FRAME ASSEMBLY SCREWS 23 - - ..812 X 3/4- ^ --- H�PSYZMICN F - FH SMS ----- - 24 - 3/8' DW. TIED RIG SIM 25 _ W11323 _ PILE W aRlI PINO WOOL ULTRKAB 26 E20818-XN-3020 BLAB W'STRIPPRC SANTOPRENE EPOM 21 E208 GLAZING HEAD BLAB SANTOPRENE ULTRAFAS 28 - GLASS SPACER SIACONX nV44 L E RUBBER 00. 28 E822 FLUSH HOLT CUP NYLON 30 OLCIRC BLACK BOLT SUPPORT BLOCK POI.YETHIM1F.NIE WORLOCK 31 1XA1WB WHITE SOLT I BLOW POLYEtWUft AM PLASM 33 010 X 3/4" 2/ ADAPTERFro SELF OFAAM SCREWS 34 2/ LRE SETTING BLOCK, 1/4' X 1/2- X 4- LONG Of AT a' FROM EACH ENO, OU TER 615*8 38 UTE I SETTING BLOCK, 1/4' X 3/4' X 4' LOW EPDM AT 8" FROM EACH EMO. OUROMETER 86d1a MNGRSi 3-1/2" X 7-5/8' X .12Y THK. EXTRUDED ALUM HINGE PART PO -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM MINCE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4- FROM TOP CENTER HIM AT MDSPAN (38" O.C. MAX) WINS FASTENED WITH 010 X 1- FH SMS (8) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SHA%A M, ALL JOINTS AND FRAME CONNECTIONS SEALED MTN SCHNEE MOREHEAD JMS9 SEALANT. 1'iG 3,G71i'.. Egg; GTGwmq nm. 11 W92-08 11 4.000 1.780 078 819 994 •803 .045 .803 .080 130 .603 .045 14 i N .628 1.826 @@ 4.091 1.047 1.047 1.172 too 2 1 DOOR FRAME HEAD/SfLI 4.750 1.607 �i 7 LEAF TOP/BOTTOM RAIL 14 GLAZING D t�i GLAZIGLASS NG18 1.807 GLAZING CLASS h al 4.000 1.625 FF a.719 076 4.781 078 � 1.750 1.607 �, .078 3.719 aa5o 7.531L 1.Soa �.312 ,Ogg fj a.� e LEAF HINGE STILE 5.344 .---__ 9.507 SIDELITE 1.7so-4.0� TOP & BOTTOM FRAME 2.081 t.7S0 t.6f0T 8 I H7, LEAF W'STRIP ADAPTER .094 '3 .442 1711 ptt.atr 2. ' ` Z $ G' .320 ora � 078 7A 9" BOTTOM RAIL 1a i' UK 1.etF� 2 - 1 2 FRAME COVER 1u LEAF LOCK STILE t,M17 LEAF s.r19 ore ALIGNMENT BRACKET .ars ,.57 .f25 1S0 � .125 I 3.81 L 5.344---� .078 1.807 1.7802.081 � � S 7 •050 i� 154 Im 1e SNAP COVER j1 LEAF ASTRAGAL STILE 9. 13 8.2$1 LEAF CLAMP HINGE BACK-UP PLATE 18 1.500 �y b1 .826 4.000 1.900 lie A98 4.000 al 1.825 1.250 .719 4.188 SIDELITE MULLION REINFORCINGlip C j C" t� a L76-2.0187 LLF-Al .078 t' ' , 8 �t S �4 4.aoo 2012 no. 083 Ll DOOR FRAME JAMB a SIDELITE FRAME JAMB SIDEIJTE 9" BOTTOM FRAME s 51DEt1TE Sf IP ON JAMB or 4 REVIEWEDREVISE AND RESUBMIT REJECTED FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tait ArchitectInc. � Date: By: Af"' N��. � 1�" b� f 02 • D3 rt MIAM iVIUMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11905 SW 25 S6M Room 208 AFFAIRS (PERA) Mimi, Florida 33175-2474 B6ARD AND CODE ADMINISTRATION DIVISION T (785) 315-2590 F (785) 3 M2599 NOTICE OF ACMffANCE 0OA) Fmo Window Systems,, LLC. 79M NW 716 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of const: uchon 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 otic 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 pwform 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 Corte, including the High Velocity Hurricane Zone. DESCRIPTION: Series -"300 ECO -Guard" Aluminum Fixed Window — L.M.I. APPROVAL DOCUNJENT: Drawing No. W09-20, titled "ECO -Guard Series -300 Alum Fixed Wdw. (L.M.I.)", shuts 1 through 5 of S, dated 03/23/09, with revision B dated 01/30/12, prepared by Al-Jzarooq 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 Sman Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries, 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. TE RMWATION 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. ADVERTLsEMENT: 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 # 09-0413.08 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. 12-0223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 j Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufiieturees die drawings and sections. 2. Drawing No W09-20, titled `DECO -Guard Series -300 Alum. Fixed Wdw. {L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, 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 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Forrt, P.E. (Submitted uruler previous NOA#09-8413.08) 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 installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-M-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 3. Test reports on: l) 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 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dazed 01/15/09, signed and sear by Candido F. Font, P.E. (Submitted under previous NOA#09-041l 08) 4. Test reports on: l) 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 48 1/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI408-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09 041108) 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 installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (SubmANed under previous NOA#09-0413.08) -4944444, Jaime D. G . -C ontrol NOA No.12.25 Expiradon Date: Jane 17, 2014 E-1 Approval Date: May A 2012 Z' NOTICE OF ACCEPTANCE: EVIDENCE SUAMITTED IL 'TESTS (coNTm=) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Nater Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. ALM4W-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dazed 01/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. L Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) F. MATERIAL, CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGba Interlayer" dated 08/25/11, expiring on 01/14/17. 2. 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 conforinance, 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. 09-0413.08, issued to ECO Window Systems. LLC for their "ECO -Guard Series -300 Aluminum Fixed Window - L.M.I.", approved on 06/17/09 and expiring on 06/17/14. Mann ef Pe Product Control L r NOA No. l .25 Bxplmdon Date: June 17, 2014 Approval Date: May 03, 2012 E-2 IA ,Leos 2.000 .002 'Sao 31.ErT -TVI .i° 2.011 0e2 0 FLUSH FRAME ADAPTER U FRAME HEAD/SILL/JAMB .780 .11133 SU GLAZING BEAD 1.070 .J78 (7 ANCHOR COVER ECO—GUARD SERIES -300 ALUMNUM_ F100 'FIND DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARM SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMER M014S OF nX./FIX. OR FIXED 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 PR(iDUCT HAS BEEN DESIGNED AND TES7E0 t0 COMPLY WITH TI I fklOUMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HV42). WOOD3 WM BYMUST BE ANCHORED PROPERLY TO TRANSFER To THE kga& ANCHORS SHALL K AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIA. SHAD. IE BEYOND WALL DRESSING OR STUCCO. a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TITS ANAL. A LOAD DURATION INCREW IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT No T UMITLID TO �,/ METAL SCRETiS, THAT COME INTO CONTACT WITH OTHER DiSSIMILARS AIATERIAI.S SHALL INET 7HE REQUUWAOM OF THE FLORIDA BOO. CODE SECTION 2003.8.4. Fu (SURFA MM O.L.A. DIMS. D.L.O. HEIGHT o WINDOW HEIGHT - 3.825° D.L.O. WIDTH WINDOW WIDTH - 3.825" THESE WINDOWS An RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT MQUIRED. ,l�Fl V%1 drowtng novo. tW09-20 °AGLASS `,CSB X 1-1j4` SMS 3/18` HEAT SWNI). MASS .090" WERLAYM AND 10. O.C. MOL GLASS MR ,C' GLASS GIAMG OPTIONS AND 10. O.0 MAK. SYP'�D' SMACITE eY 'DMNT' �TRYt er�'DUPOW ANN, GLASS Tj 3/18° WHAT STFWD. MASS SUCONE SILMONE 9a {1OEOOW E SCS 20000 898 GEOEO SCS 2 899 9h 9PA �y �8 X t-Bl4" sms `,CSB X 1-1j4` SMS AT 3-1/2 FROM ENDS AT 3-1/2 FROM ENDS AND 10. O.C. MOL GLASS MR ,C' GLASS GIAMG OPTIONS AND 10. O.0 MAK. SYP'�D' 7L I I r I I II ri (-r At� I Li I I e lI w7mff YBDT=I H I ( I !d L J AUOMLE LMS MR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMBAR CAN BE VL7t M BY INSCR8 W PICTURE WWWW SFWE WTRfUN SOUAK OR RECTANGLE AS + SHOWN B4 DOTTED ONES ANO OBTAMFMfi1 ALLOWABLE LOADS FROM THOSE SHAPES. ON= UMD CAPACITY - PSP DMON LOAD CAPACPPY - m Inbu >P DDS. GLAD TYPB w OLAP TYPE D' 9T$BDOTI DW. I Omm TYPE 'C' GLASS TYPS 'D' Worm (w) 4ywm (L) EKT.(+) IW4-) W.(+) I INT.{- O1DTFt 'NQTH L) W.(+) iw,(-) w.(+) iM.(-) 24• 78.o solo 80.0 80.0 28-1/8• 79.0 80.0 80A 90.0 30 78.0 BOA ODA 90.0 37' 2B, 78.0 80.0 00.0 90.0 38" 75.0 BOA ODA 90.0 83-1/8° 75.0 80.0 80.0 solo 42' Jir 78.0 BO.O 80.0 804 1 14" 78.0 80.0 80.0 90.0 48" 18.0 80.0 80.0 00.0 28-112° 78.0 wo 80.0 90.0 84` 78.0 00.0 90.0 90.0 3r 36-3/8. 7B.0 BOA 80.0 90.0 ea. 78.0 80.0 BOA 90.0 83-1/8• 78.0 804 Bao 90.0 88• 78.0 00.0 BOA 90.0 74• 78.0 BOA 80.0 0" 72- 78.0 80.0 80.0 90.0 28-1/2° 78.0 Soo BOA 90.0 20 78.0 80.0 so,O BOA 37" SSA. 18.0 a* 80.0 90.0 30` 78.0 Bao BOA BOA 83-1/B" 11.3 79.0 80.0 1 wo 38- 78.0 &LO 0oA 80.0 74" 71.3 73.I 80.0 80.0 42- 48- 78.0 Soo Smo 80.0 24-1/2° 78.0 80.0 80.0 90.0 40" 78.0 80.0 solo 00.0 37' 03- 78.0 00.o 00.0 54` 15A 80.0 BOA DuA S3 -1/S° 87.8 72.8 Oil 20.0 or 75.0 80.0 80.0 BOA 20-1/2- 78.0 BOA 80.0 80.0 BB° 78.0 80.0 80.0 ODA 37" 78" 780 80.0 fto 80.0 72° I 7" 7" BOA Wo 83-1 87.8 08.9 80.0 00.0 24- 78.0 80.0 1 BOA 90.0 30" 78.0 80.0 I w.0 no 30• 75.0 80A ODA wo W 42- do. 78.0 80.0 80.0 BOA 48' 78.0 00.0 ODA no 84• US 71.3 80.0 90A �• 80.2 64.2 00.0 940 L Be 60.2 84.2 00.0 90A 72" OOR 84.2 80.0 00.0 24" 78.0 80.0 80.0 9" 30. 78.0 80.0 so.O 90.0 a %:':fir• 30- 750 800 wo 90A 42" 72- 78.0 80A &1.0 BOA 48- 78.0 78.8 00.0 90.0 E 04" 888 71.3 ODA 90.0 T80i11lM►E M CArI oABN7ffD so. 00.2 84.2 BOA BDA VERTtCALIL 1' OR ALI-Y AS SHOYIN ABOVE. 24" 73.0 BOA 80.o 0" 30- 78.0 80.0 80.0 WA 38`78.0 80.0 80.0 90.0 42° 84'70.0 70A BOA 90A 48" 88.0 B8l8 WA 90.0 84- 84.3 84.3 Bo.O emo 24" 78.0 $0.0 00.0 00.0 30" MO 80.0 BOA 90A 38° BB" 78A 18.2 BOA 00A 42` 84.8 84.9 MO 90.0 48- 88A $9.9 80.0 91.0 24° MO 80A 80A BOA 30- 1�. 78.0 B0.0 80.0 80.0 38` 74.8 74.8 80.0 BDA 4r 81.8 81.8 BOA 0.0 24" r14A BOA goo 80.0 120` 80.00 74.5 80.0 800 U 110 NOMM CE ago.L If ;G �.'I�--■.!,tial ��i'AI■ ♦d�� Ini 11111. �! SEE ELEV, FOR EA -4-1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: sm ay. FOR 9 v4m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM IJA- OIL TAPCDN BY '�' (FU -120 Ka Fy-92 Km) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOW STRUCTURES 1-3/8" MIN, PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN, EMBED INTO GONG, OR MASONRY ,1 /4" DIA. TEKS OR Wa DRILLING SCREdt5 (GRADE 8 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,$14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. O>1H 1'o - 3000 PSI MRN, C-90 HOLLOWALLEO BLOCK Nm - 1800 PSI MIK SEALAW ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ,\ .\ JOINT SEALER. 4WFIR VonMQAL AtmACM E M.W•�;, - drowfng 116. WOO—a0 I�� 6 ITEM B PART 9 READ. DESCRIPTION MATMM KW./BVPPURH/MMM 1 FY301 2 FRAME HEAD/S0.L J" 4M -To 2 FY302 AS REOD. OL 2M BEAD- 7114" MASS 6043-75 - 3 FY303 AS REOD, ANCHOR COVER 4053 -TS 4 EM AS RE00. 1NA20Ni BEAD BULB NEPRENE ULTWO'AS 5 FW -40 1 GLASS SPACER - 1/4° tWSO.tCONE FRAW LOWE 4 #10 z 1" 8 F E ASSEMBLY SCREWS ORS PH BMS 7 FY120 - I FLUSH MME ADAPTER 4043 -TB OPTIONAL is 1/4" ALUM ! PRWCOUMV O M UM FUT. OR SOUAK VANOM SEE SEPARATE FlOA� r �MOMS M R 0 ALT. i y Tip" ANQ M u SEE IM, FM SPACING 4 S TYPIm SEF. a". FOR ,7X:�m 0 ALT, a1a� HiQ i � i C drawing W09-20 REVIEWED REVISE AND RESUBMIT REJECTED FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for. confirming and correlating all quantities and dimensions; Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tait Architect,Inc. Date: D By: Pp fr j2.. 0223.219 a, , T MIAW 1 � MIAMI-DADE COUNTY ffoPRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT,RE RY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA Eco Window Systems, LLC 7955 NW 77th Avenue TSEP 0 5 2613 Medley, FL 33166 0__ _ �'9 � 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 atter 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 "Eco -Guard - 200" Aluminum Horizontal Trolling Window; — L.M.L d APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (I.,.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 i 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. NQA No. 12-0221.05 , E c, MTY Expiration Date: May 27, 2014 Approval Date: April 26, 2012 V141 9. Page 1 Eco Windows Systems, LLC r NOTICE OF ACCEPTANCE: 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 02/244/09, with revision B dated 01/31/12, 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) 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 wader previous NDA#49 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 NOA#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 01/15/09, 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 diagrams of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candida F. Font, P.E. (Submitted under previous NOA#09-4312.08) M vel P.E. Product Contr finer NOA No. 12-0221.05 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E-1 , Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTmtuw) 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. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under 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. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0312.08) 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. (Submitted 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 -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel Per Product Control Ex in NOA No. 12-422 .05 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E-2 Eco Windows Systems, 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 SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteS 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. 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under previous NOA#09-11312.118) G. OTHER 1. Notice of Acceptance No. 090312.08, issued to Eco Window Systems, LLC. for their "Eco -Guard Series -200" Aluminum Horizontal Rolling Window. — L.M.I., approved on 05/27/09 and expiring on 05/27/14. Manuel Per Product Control ExaW1. NOA No. 12-020, Expiration Date: May 27, 2014 E-3 Approval Date: April 26, 2012 72' -3 1/2' MAX. CORNERS WINDOW WIDTH 1/8' HEAT STREWD. CLASS .090° INTERLAYER BUTACITE PVB BY 'DUPONT' �i �. i� � II%�I �i ♦ E II ��II SILICONE �t DOW CORNINO 899 gg F B) m FALSE MUNTDIS=., 32 3/4" (SURFACE APPLWD) MAY 8E USED OPD. D.L. OPG. 38 3/8' VENT WIDTH ECO -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW 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 ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIM—OADE 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 (HVHZ). WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOr PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA RIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. HEAT STIWD. GLASS .090' INTERLAYER SENTRYGIAS BY 'DUPONT' \�1/8' HEAT STREN'D. MASS D.K:QNE /-DOW CORING 899 S OE SCS 2000 GLASS TYPE 'A' GLASS TREE 'B' G��G OPTION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. lJ�,c�1`Iml I I 1 SHUTTERS ARE NOT REQUIRED. $j 4 •(IQk VrA A, MAD PROVM==RBV18� i N FIA PE 70892 , es Whbftt y�g CAN. .0 coptomm Deft �l,��Z�J.♦7 8 drawing no. yNq,qq��jjJJQQ , W09-12 4YIY M 4U' sheet 1 of 7 1/8' HEAT STREWD. CLASS .090° INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8' NEAT STM -D. GLASS SILICONE �t DOW CORNINO 899 gg F GE SCS 2000 F m m m I \ m HEAT STIWD. GLASS .090' INTERLAYER SENTRYGIAS BY 'DUPONT' \�1/8' HEAT STREN'D. MASS D.K:QNE /-DOW CORING 899 S OE SCS 2000 GLASS TYPE 'A' GLASS TREE 'B' G��G OPTION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. lJ�,c�1`Iml I I 1 SHUTTERS ARE NOT REQUIRED. $j 4 •(IQk VrA A, MAD PROVM==RBV18� i N FIA PE 70892 , es Whbftt y�g CAN. .0 coptomm Deft �l,��Z�J.♦7 8 drawing no. yNq,qq��jjJJQQ , W09-12 4YIY M 4U' sheet 1 of 7 DESIGN IAAD PSF (X0, OX OR XX SIZES) WINDOW DIDIS. A W/_0_REM.. _mm REM. OLm TYPE 'A' Ours TYPE '8' EXT.(+) INT.(-) EXT.(+) M.( -J WIDTH I HEIGHT 26-1/2• 37° 93-1/9" 74" 26" (3) A 70.0 80.0 90.0 9o.0 4 704 80.0 BOA 90.0 6 70.0 80.0 BOA 904 8 70.0 80.0 80.0 90.0 28-1/2° 37" � 74" 36-3/8" (3) a 70.0 Bao 80.0 90.0 4 70.0 1 80.0 80.0 90.0 6 1 -&L0 --1 60.0 BOA B 70.0 8110 I BOA 90.0 28-1/2° 37' -1 /8".: 74' _ 50-8/8" (a) 4 70.0 8110 80.0 90.0 4 70.0 Bao 80.0 90.0 8 70.0 Bao 804 90.0 8 70.0 80.0 80.0 90.0 28-1/2• 37" n-1/8' 74" or (0) 4 70.0 80.0 80.0 90.0 4 689 77.9 80.0 90.0 0 70.0 70.0 80.0 90.0 8 70.0 70.0 1 80.0 60.4 24" M. 49• 80" M' (a) 4 70.0 80.0 1 BOA 90.0 4 70.0 1 80.0 00.0 90.0 s 70.0 80.0 8110 90.0 8 70.0 90.0 80.0 90.0 8 70.0 80.0 80.0 - 90.0 24' 36" 46" 80' 72" 38" 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 80.0 8 70.0 60.0 BOA 90.0 24" 38' 48" 60' 72' 48- (4) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 0 70.0 80.0 80.0 90.0 B 70.0 80.0 80.0 90.0 24" 38" 48' 72" �} 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 8 70.0 70.0 80.0 90.0 6 70.0 70.0 1 80.0 90.0 8 70.0 70.0 1 80.0 1 87.6 A - NO. OF ANCHORS PER HEAD & SILL () NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EOUAL GLASS OLD WIDTHS 'XO OR OX' D&9IGN LOAD CAPACITY - PSP jXOX-SI-2HsY WINDOW Dw. A W 0 EEINF. WM'B HEW. Giro TYPE A' am TYPE 'D' EXT.(+) 0lT.(^) EXT.(+) IM.(-) WIDTH HUGHT 74' 111° (3) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 Tao 80.0 80.0 90.0 74° _ }_" 38-3/8' (3) 9 70.0 80.0 80.0 90.0 12 180. 80.0 90.0 111° 12 1 70.0 60.0 80.0 ODA 74' 108^1/4' 111° (4) 9 70.0 80A BOA 90.0 12 70.0 80.0 80.0 90.0 12 704 80.0 80.0 90.0 74' 100-1/4"or 111" 90.0 9 70.0 70.0 80.0 90.0 Ia Tao 70.0 80.0 82.0 12 MO 70.0 80.0 80.4 72• or 98" low 24" (2) 9 70.0 8D.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 00.0 72• e4• 98" 108" 38" (3) .9 7110 80.0 60.0 90.0 9 70.0 80.0 80.0 80.0 12 704 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 98° 108" 48" (4) 9 70.0 solo 80.0 90.0 9 70.0 804 80.0 90.0 12 70.0 80.0 1 80.0 904 12 90.0 60.0 80.0 90.0 72' Ba' 60° 9 70.0 70.0 80.0 00.0 9 70.0 70.0 2..0 90.0 12 70.0 70A 80.0 90.0 12 "-7000 70.0 80.0 87.6 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW YODTH 'XOX' D=GN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A (1/3W) (1/3WI) (1/3W) 74° 108-1/a" 111 • ) 9 OPERATING VENTS TO BE 1/3 OF THE WINDOW YODTH 'XOX' D=GN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O RMF. I WM'8 REM OLM TYPB wl TYPE '8' EXT.(+) W4 -)l EAT.(+) INT.(-) WgpTHI HEIGHT 74° 108-1/a" 111 • ) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74°9 108-1/4" 1I1° � 8' 70.0 804 80.0 90.0 12 - - 80.0 90.0 12 - - 8110 90.0 7a° (4) BO {aJ 9 70.0 80.0 80.0 90.0 74" �' • (B) 9 70.0 70.0 80.0 90.0 72" 84" 98' 108' 24' (2) 9 70.0 80.0 Bao 20.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" Be 98" toe' 36' (3) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 - - 80.0 90.D 72° 84° 96° 48' 9 70.0 80.0 80.0 90.0 9 70.0 70.0 800 90.0 12 70.0 70.0 80.0 90.0 72" �• (0) 9 704 70.0 80.0 90.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. 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 DECLARATORY STATEMENT OCA05-DEC-219 FIA. PE 70692 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE CAN. FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF I 0t2 SEE SHEET 4 FOR DETAIL. OroWm , no. 11 W09-12 (1/4W) (1/2W) (1/4Wr) 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 DECLARATORY STATEMENT OCA05-DEC-219 FIA. PE 70692 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE CAN. FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF I 0t2 SEE SHEET 4 FOR DETAIL. OroWm , no. 11 W09-12 TYPICAL ANCHORS SEE M". FOR SPACING META. TYPICAL ANCHORS .. _I S NCIURE-7 f SEE ELEV. FOR SPACING WEEPHOLES: Wi = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4" DIA TAPCON BY 'RNP (Fu -120 KSI, "2 KSI) 1/4" DLA, ULTRACON BY 'ELCO' (Fu -i77 KSL "155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF ORILLJNG SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 ,SMS OR BELE DRILLING SCREWS (GRACE 2 CRS) INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'C - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. ' o dPN 3sae�2 � bg Oo& OwaRb Fh�Ida 140TYPICAL ANCHORS '—SEE ELEV. FOR SPACING cirawifl9 no. W09-12 1/4" MAX. 1/4" MAX. SEmafS SWIM © O OTYPICAL ANCHORSSEE ELEV. R FOR SPACING z TYPICAL ANCHORS SEE ECING 17 FOR SPACING 0.. S _ 0:F METAL N STRUCTURE " —r—• SCREEN OPT. ------- S cx 6 17 N 4 STs- REIA�SO�U It 1 WOOD sucxs & SEE SHEET 2 FOR CAPACITY WINDOW WIDTH epl g TYPICAL ANCHORS %O LAYOUT SEE ELEV. FOR SPACING 1VENT WIDTH 1/4" MAX. /4" MAY. VENT WIDTH I SHG! O.L.SHIMS OPO. D.L.OPO. 2 © 8 CD 7 TYPICAL ANCHORS W �% SEE ELEV. 17 FOR SPACING =M ` o. 50 S e I 9 Of p ^ 1 n _ Z J 77 2p § 1� WOOD t � �� a ----SCREEN OPT -_-__ - - SCREEN ------«.. r..... b � 20 vS WOOD SIRUCTUR n— —� — e 8 17 4 17 12 DLL OPG. STEEL REINFORCING a WOOD BXKS AS REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY ' v WINS MOTH X0X LAYOUT c o g MIAMI—DADS COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ECFV. FOR SPACING cam 1 CIVIL . T aonlvlrmB I FlorMs I C EIA.AN. PE� A '3858rte" •'• �� ne�,rauaewo SCREEN OAT. ,4 V drawingn0. WINIMRY WIDTH VANDOW WIDTH [W09 -2l sheet 4 0f 7 METAL ro�;u STRucTURE TYPICAL ANCHORS TYPICAL ANCHOIdIAMI-OADE COUNTY APPROVED SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS > SEE SEPARATE NOA O g 0 It yya! ®. 8p ALT. cy TYPAL ANCHORS e� SEE ELEV. FOR SPACING Zf1j 1/a` MAX D SHM ALT. 3` ^ n q' W n� d d.a' Q€ TYPICAL. ANCHORS TYPICAL ANCHORS a �. SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING a a o as'4ALT. INSTALLATION DETAILS WUH FLUSH FRAME ADAPTER E. WAV AMWO PRODUCT CIVIL FLA. PE "7M2 d90mVbftwftdWFlDzWm NO 40 BYdrawing no. wag—� a sheet 5 of 7 (I) FRAME HEAD 02 FRAME SILL 1.314 340 .312 .062 63) SILL TRACK 2 1.087 .718 ;_, 3/18' 1• [G66.2 Imo813 10 - 12 11 VENT TOP/80TTOM RAIL STEEL REINFORCING 2.095 .618 —1.250— X- 719 04S -- 2.248—I 1.140 O. -d t.047 .082 _.. IO GLAZING BEAD (9 JAMB STILE z -1. 2.501 1.250 1' 1.340 .062 .500 134a O MEETING RAIL 2.186 3I 1.422 'j .082 1.375 © FIXED MTG. RAIL MOV. FRAME JAMB FIXED FRAME JAMB 2.05 .ase �o 69 2.611 ® FLUSH FRAME ADAPTER I= PART # gUANTrrY DESCRIPTION MATRIBAL MANP./80PPLINR2/RBMASXS 1 FY201 1 FRAME HEAD 8083-T8 - 2 FY202 I FRAME SIU. 6083-T8 - 3 FY203 1 SILL TRACK INSERT 9083-T8 - 4 FY205 AS REOD. MOV. FRAME JAMB 6083 -TB - 5 FYI 01 AS REOD. FIXED FRAME JAMB 8063 -TB 8 FY104 1/ VENT FOXED MTG. RAIL 6063-T6 7 FY105 1/ VENT VENT INTERLOCX 6063-T8 8 FY206 1/ VENT JAMB STILE 6083-T9 - 9 FY7o7 2/ VENT TOP AND BOTTOM RAR. 6063 -TB 10 FY1OB AS REOD, GLAZING BEAD 6063-T6 - 11 - AS REOD. REINFORCING BAR STEEL - 12 - AS REOD. REINFORCING BAR STEEL - 13 FY204 I AS RTEOD. AOD-ON SILL RISER 6063 -TB USE AS REOD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1° AS WQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 Be X 3° 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS READ. FIN SEAL WVRIPPING - ULTRAFAS 20 Q3=180 AS REOD. BULB SEAL 0-LON SCHLEGEL 21 007 1 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB. DUROMETER 65*5 22 E203 AS REOD. GLAZINO BEAD BULB SMODPRENE ULTRAFAS. DUROMETER 85t5 23 FL13-50 AS REDO. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLNAN & ASSOC. 28 88 X 1/8" 2/ LATCH LATCH IMST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENO. PRODUCTS 27 - 1/ VENT 5/18° SOX SCREEN - OPTIONAL 28 FY120 FLUSH FRAME ADAPTER 6083-T6 OPTIONAL drawing no. W09-12 U Z i c U FRAME TOP CORNER lox VENT TOP/BOTTOM CORNERS j e , 1!Q t7 18:a :a n E2 E O $o �<m Erq�n.JA �rgao FRoOOCTRWASED o 0 •, aswuoyI*vAdt9wF4wtda FRAME BOTTOM CORNER M Pe A 7o3e1mmftcwe caw. ss kwtwIN60rD to '� Vdrawing no. ' FIXEO MTO. ML CORNER Tr •pl ��-12 sheet 7 0} 7 MIAMIAMI-DADE COUNTY onPRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOAwwwmlamidadeney/pern Eco Window Systems, LLC. 7955 NW 770 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.L APPROVAL DOCUMENT: Drawing No. W09-08, titled "ECO-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12109, with revision A dated 02/15/12, 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 # 09-0224.07 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.12-0223.24 Expiration Date: April 68,2014 - Approval Date: May 03, 2012 Page 1 . Eco Window•Systems, 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.)", sheets 1 through 6 of 6, dated 02/12/09, with revision A dated 02/15/12, 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 202-944 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 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. HETI-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 2411 3.2.1 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: (Submitted underprevious NOA#09-0224.07) 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 under previous NOA#09-0224.07) manue(perpolE. Product Control EAMOcr NOA No. 12-0223.24 Expiration Date: 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. �Ih" - Manuel Pe .E. Product Control xe er NOA No. 12- .24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 B-2 ECO—GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDID 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 (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. I FALSE NUNTINS NO ANCHORS AT SILL (SURFACE CPTI�8' 47 3/ FALSE (SURFACE D.L.O..KNT) 50 x/16 - YM WIDTH /18'YENT:-WIDTH EQUAL UTES TYPICAL ELEVATIONS TESTED UNITS i II NO ANCHORS AT SILL 47 D.LO. {VENT) 80 3/18" VENT WIDTH UNEQUAL UTES (ORIEL TYPE) 53 4/B' 53 1/8' WINDOW WIDTH WINDOW WIDTH 47 3/8' SHUTTERS 47 3/8' O.LO. (FD(. LITE) O.LO. (FIX. LITE) 12' MAX. A HEAD 8' MAX. - HEAD CORNERS 12' MAX. HEAD Ti fl g A �I =_--------- - +B: pI p I II � I; Illlli ;� II i u I II u I u B I FALSE NUNTINS NO ANCHORS AT SILL (SURFACE CPTI�8' 47 3/ FALSE (SURFACE D.L.O..KNT) 50 x/16 - YM WIDTH /18'YENT:-WIDTH EQUAL UTES TYPICAL ELEVATIONS TESTED UNITS i II NO ANCHORS AT SILL 47 D.LO. {VENT) 80 3/18" VENT WIDTH UNEQUAL UTES (ORIEL TYPE) 4 a� Vd g C drowln- g no.� W09-08 11 i THESE Wilk DOWS ARE RATED FOR LARGE MISSI pv, MMAW SHUTTERS ARE NOT REQUIRED. FV PE a .c.(tw AI c +B: FES; aVal 4 a� Vd g C drowln- g no.� W09-08 11 EQUAL LITES HEAT STREN'D. CLASS .090"INTERLAYER BUTACITE PV8 BY 'DUPONV r1/8' HEAT STREN'D. GLASS a9 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' TPIOTH HEIGHT OTT.(+) 1Hf.(-) EXT.(+) INT.(-) 19-1/e' 24' 28-1/2' 32° 37' 40° 48" 53-1/8° 26° (3) 78.0 90.0 78.0 90.0 78.0 90.0 75.0 90.0 75.0 90.0 78.0 90.0 75.0 90.0 75.0 90.0 78.0 90.0 7&0 90.0 75.0 900 75.0 90.0 75.0 904 75.0 90.0 78.0 90A 75.0 90.o 19-1/8' 24' 28-1/2' 32' 37" 40' 48' 83-1/8° 38-3/8' (3) 75.0 90.0 75.0 90.0 98.0 90.0 75.0 90.0 78.0 90.0 70.0 90.0 75.0 90.0. 78.0 90.0 75.0 90.0. 78.0 90.0 7&0 90A 75.0 1 90.0 75.0 90.0 78.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 28-1/2' 32" 37' 40° 48' 53-1/8" 50-8/8° (4) 75.0 90.0 7&0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 78.0 90.0 78.0 90.0 75.0 90.0 78.0 90.0 78.0 90.0 78.0 90.0 78.0 90.0 7&0 904 75.0 90.0 7;-.Ot 90.0 78.0 90.0 19-1/8" 24' 28-1/2• M. 37" 40° 48' 53-1/8' 1 93" (5) 1 7&0 90.0 78.0 90.0 75.0 90.0 78.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 73.0 90.0 75.0 90.0 75.0 90.0 7&0 90.0 75.0 90.0 19-1/8' 24' 28-1/2" 1. 37' Q. 48' 53-1/8' 78' (6) 78.0 90.0 780 90.0 75.0 90.0 75.0 90.0 79.0 90.0 79.0 90.0 78.0 90.0 754 90.0 75.0 90.0 78.0 90.0 75.9 80.0 78.0 900 75.0 ZOO- 75A 90.0 78A 80.0 75.0 90.0 EQUAL LITES HEAT STREN'D. CLASS .090"INTERLAYER BUTACITE PV8 BY 'DUPONV r1/8' HEAT STREN'D. GLASS a9 HEAT STKWD. GLASS 090' W RLAYER 3WACITE PIS BY 'OUPONY r-3/18° HEAT STREN'D. GLASS UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 PRODUCT REVISED ! t i uaomplyiegwlt&tLoPLm1d@ z BuDar�Ecode crowing no. W09-08 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' 4AM HEIGHT EXT.(+) IW.(-) EXT.(+) 1M.(-) t9-1/8" 24' 28-1/2° 32' 37° 40' 48' 53-1/8' 50-5/8' (4) 78.0 90.0 78.0 90.0 78.0 90.0 78.0 90.0 78.0 9010 78.0 W-0- 78.0 9010 75.0 90.0 75.0 90.0 7&0 904 78.0 90.0 78.0 1 90.0 75.0 80.0 75.0 90.0 75.0 90.0 780 -iii- 19-1/8- 24' 20-1/2" 32" 37' 40" 48' 83-1/9' Sr (5) 78.0 80.0 754 80.0 75.0 90.0 7&0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 73.0 90.0 75.0 90.0 754 90.0 - 78.0 90.0 - 754 90.0 18-1/8' 24' 25-1/2' 32" 37° 40" 48' W-1/8° 78" (8) 73.0 90.0 75.0 90.0 7&0 90.0 75.0 90.0 78.0 90.0 78.0 90.0 78.0 90.0 75.0 90.0 - - 1 75.0 904 - - 78.0 90.0 - - 78.0 90.0 - 1 75.0 90.0 HEAT STKWD. GLASS 090' W RLAYER 3WACITE PIS BY 'OUPONY r-3/18° HEAT STREN'D. GLASS UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 PRODUCT REVISED ! t i uaomplyiegwlt&tLoPLm1d@ z BuDar�Ecode crowing no. W09-08 N • e. •.4 • ? 9 • a w Mmi—DACE COUNTY MULLION & MILLION SEE SEPARATE NOA TYPICAL SEE ELEV. FOR TY SEE ELL) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/41 DiA. TAPCON BY 'RW' (Fum120 KSI,. Fy-92 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY` 1-�j22 MIN. --EMBED INTO CONC. OR MASONRY 1/4" DIA TEKS OR SELF DRILLING craEws (OWE 8 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCG INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MW. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c =3000 PSI wN. MASONRY f'm a 2000 PM )dIN: AM CIVILPRODUCPInwom •o �wmplymgwlOthoFfa4As awwo* cede J 8 • ' lI't . �'.• DMO � � •B droving no. ALL J01 AND FRAME CONNECTIONS SEALED WITH JOINT R. I: �• \` �� 08 :� t sheet Sof 8 ITEM g PART @ Rm. DESCRIPTION MATERIAL MANP./SUPPLTRR/REMARKS 1 FYIOI 1 FRAME HEAD 6083 -TO - 2 FY115 1 FRAME SILL 6063-1`6 - 3 FY103 2 FRAME JAMB 6003-T6 - 4 FY104 1 FIXED MTO. RAIL 8083-T8 - 3 FYI 05 1 VENT 70P RAIL 0063-T8 - 6 FYI 14 1 VENT BOTTOM RAIL 1083-T6 7 FY107 2 j VENT SIDE RAIL 8063-T6 - 8 FY1D8 AS ROD. I GLAZING BEAD (5/1 B' LRM. GLASS) W63 -TS - 8A FY109 AS ROD. GLAZING BEAD (7/18' LAN. GLASS) 8083-T6 - 9 FY116 2/VENT SASH STOP 6063 -TS - 12 SL203P 2/VENT SWEEP LATCH, AT 12-1/2' FROM ENDS ZAMAK SULLIVAN dt ASSOC. 12A 88 X 5/8' 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 14 g8 x 1' AS READ. FRAME % VENT ASSEMBLY SCREWS 4R8 PH SMS 14A 88 X 3/8' 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS RECD. BOTTOM RAL SEAL - SERIES 101 NEOPRENE ULTRAFAB 18 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAS 18 W23T81 AS REOD. FIN SEAL WSTRIPPINO ULTRAFAB 19 FY117 4/ VENT SASH WIDE CELCON MBaM PLASTICS 19A 08 X 3/8' 1/ WIDE SASH GUIDE DIST. SCREW CRS ON SMS TYPE B 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY &S 20A #8 X 5/8' 1/ BALANCE BALANCE W. SCREW - P FH SMS 21 - AS REOM GLASS SPACER SILICONE FRANK LOWE 22 - 1 - 5/18' BOX SCREEN - OPTtCNAL 23 FY120 - FLUSH FRAME ADAPTER 6063-76 OPTIONAL ;.0 r f' MEMMR1i1TM FTn PE 7os§a aufsnmoo •` 1&w8hu no B�qy �:1P. A�Ipm drawing n0. I'" wog -08 NEPAL STR TYPICAL. ANCHORS SEE ELEV. FOR SPAC@IG � � FOR SPACING MI-DADE COUNTY APPROVED & MULUON ANCHORS ro 1 Z S£ENULLN SEPARATE NOA q�g 2j ALT. ga s TYPICAL ANCHORS SEE ELEV, FOR SPACING O Vl ffi n 1/4° MAX. SHIMS ALT. gjo '3 z n A. - q C TYPICAL ANCHORS SEE ELEV. FOR SPACING s, ALT. c •� INSTALLATION DETAILS WrM FLUSH FRAME ADAPTER 1pr•,,� A , PRODUCTREVISM HFLA. • g ' '. >^ PEM�2 ow, BaHdie3�Nb 4A DWO ° - °' '' W09-08 Vk sheet $oi g r---z.7S0 '-- .o9z 1.888 .730 -i3 2.812 ?, FRAME HEAD 1.202— 2.061I� ��2.874 AM Q FRAME JAMB .062-2.,88 1.378 .819 .394 1.001 .w—.8013 .080 1.422 �I !�- '•� FIX.MEETING RAIL 1.047 1.047 t•340Q GLAZING BEADS 1.434 1.2so .082 2.083 1.087 082 1.140 II� It VENT � -++i .9z, S VENT TOP RAIL (7 VENT SIDE RAIL I VENT BOTTOM RAI. F3 .o9z 2.817 23 FLUSH FRAME ADAPTER T to ...wv PRODUCTRBV s N •° asoomw* mmoFiodea , t it drawing no. ;.{ .,i �. , s • . W09-08 MIAM! =MADE MIAMI -BADE COUNTY •� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, 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) www.mlamidade. vvtRera Eco 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 "300 ECO -Guard" Aluminum Fixed Window — L.M.L i APPROVAL DOCUMENT: Drawing No. W09-20, titled "ECO -Guard Series -300 Alum Fixed Wdw. (L.M.I.r, sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, 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 NO& 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 # 09-0413.08 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.12-0223.25 Expiration Date: June 17, 2014 la3j� Approval Date: May 03, 2012 !�-( j Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "ECO -Guard Series -300 Alum. Fixed Wdw. (L.M.I.) sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, 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 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 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 installation diagram of a 97 1/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 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 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 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 48 1/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09 0413.08) 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 installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09: 0413.08) - Jaime D. Gasco , Product Control E r NOA No. 12-0223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E-1 • Eco Window System, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/27/12, 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. MATERIA, CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. 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 I. Notice of Acceptance No. 09-0413.08, issued to ECO Window Systems. LLC for their "ECO -Guard Series -300 Aluminum Fixed Window — L.M.I. ", approved on 06/17/09 and expiring on 06/17/14. Manuel Pe • Product Control B* mi r NO A No. 12-0 .25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 ' E-2 9 4 I f 1.808 2.686 58_ .800 �8 t.aao I� 2.ett .062 n FLUSH FRAME ADAPTER Q FRAME HEAD/SILL/JAMB .ets—eoa �— II .084 h� O2 GLAZING BEAD p-t.o�o .TIS .aso (3) ANCHOR COVER ECO --GUARD SERIES -300 ALUMINUM FIXED WINDOIF 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 FIX./FIX. OR FIXED 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 WIL,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 (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. I � a WINDOW WIDTH FALSE MUNRNS D.L. CPO. �Y (SURFACE) A � e �a --,T===--71 11 a E3FQj J •� � II 11 u u n u � u u u II u u 11 II n n I r I i Z fi 6' MAX. 12' MAX. Z HEAD /SILL HEAD/SILL}y CORNERS R �2 p gloom GLASS D.LO. DIMS, D.L.O. HEIGHT WINDOW HEIGHT – 3.628' D.L.O. WIDTH WINDOW WIDTH – 3.628' THESE WINDOWS ARq RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT ffQUIREO. \ Flac aPE III 7086? "Ahtleaft yy I'Wi'I drawing no. W09-20 3/16' ANN. GLASS .090" INTERLAYER BUTACRE PVD BY 'DUPONT' 3/16° ANN. GLASS SILICONE p. O0 CORNING 899 pQ., Fj GE SCS 2000 F 1nS a IiR � X -#a X 1-114' SMS AT 3-1/2 FROM ENDS ---AND 10 O.C. MAX GLASS TYPE It, GLAZING OPTIONS 0-- W. WIDTHWIN WINDOW WIDTH r�` 3/16" HEAT STREN'D. GLASS .090° INTERLAYER SENTRYGIAS BY 'DUPONT' 3/16° HEAT STREN'D. GLASS SB ONE r00W CORNING 699 X 1-114" SMS AT 3-1e2 FROM ENDS AND 10 O.C. MAX GLASS TYPE 'D' -WINDOW I - -WINDOWIWINDOM' WIDTH� r 1 I I I L J r -I WI�Ww�wDrooW WrorH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN 13E VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SOUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAIMNS ALLOWABLE LOADS FROM THOSE SHAPES. DMON I= CAPACITY - PSF DE8IGN LOAD CAPAC7TY - PSF TiDVDOW DUM MAN TYPE 'C' GUM TYPE 'D' WINDOW Dws. GLM TYPE 'C' GLOB TYPE 'D' WIDTH (W) LENGTH (L) EXT,(+) INT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 24" 75.0 80.0 80.0 904 26-1/2° 78.0 80.0 80.0 90.0 1' 78.0 80.0 80.0 90.0 37' 26"75.T ---804 60.0 90.0 36° 754 804 804 90.0 53-1/8° --98.0 -._.- - 80.0 .80.0 90.0 42° 36'78.0 80.0 804 904 74' 75.0 80.0 80.0 90.0 48" -75.0 80.0 80.0 904 26-1/2" 75.0 80.0 80.0 90.0 54" - 74&_. _A0.9_ 80.0 90.0 37'38-3/8• " -75.0 80.0 ' 80.0 90.0 eo• 754 solo eoo 40.0 53-1/e• " 75.0 Boo 1 Bolo sola 88' - 78.0 60.0 50.0 90.0 74' 75.0 aD.0 ao4 904 M' F 75.0 604 804 90.0 26-1/Y 75.0 80.0 804 90.0 24" 75.0 80.0 a0.0 904 37'80-5/8" 75.0 80.0 smo 90.0 30" 75.0 80.0 80.0 90.0 53-1/8" 71.3 78,0 - 80.0 60.0 38" 75.0 80.0 60.0 90.0 74° 71.3 73.1 804 90.0 42' 46' 75.0 80.0 60.0 90.0 28-1/2- 78.0 80.0 1 60.0 90.0 46' 754 60.0 804 90.0 37" 63' 75.0 80.0 8D.0 90.0 54' 75.0 80.0 80.0 90.0 53-1/9" - sus-- 72.5 a0.a 90.0 60° 75.0 80.0 a0.0 90.0 26-1/2 75.0 80.0 80.0 40.0 66° 78.0 80.0 80.0 90.0 37' 78" 75.0 80.0 804 90.0 M° 1 75.0 76.6 80.0 90.6 83-1/8° 67.9 89.9 80.0 90.0 24° 78.0 60.0 60.0 90.0 30° - 78.0 1 80.0 1 80.0 solo 35' 75.0 80.0 80.0 20.0 1 1 42- io. 75.0 80.0 W.0 90.0 48' 78.0 80.0 80.0 90.0 Be 66.8 71.3 804 90.0 60' 60.2 84.2 80.0 io4 L 66" 60.2 64.2 80.0 90.0 M" -HD:Z 64.2 80.0 90.0 24' 75.0 80.0 80.0 90.0 30" 75.0 80.0 1 80.0 90.0 3 36" 75.0 60.0 a0.0 90.0 42° M' 75.0 80.0 604 90.0 48" 75.0 7&a 80.0 40.0 NOTE: S4° 689 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VMCALLY OR HORIZONTALLY AS SHOWN ABOVE. �' 802 84.2 804 90.0 24' 75.0 80.0 60.0 90.0 30' 78.0 80.0 604 90.0 38' 84" 75.0 8D.0 I 804 90.0 42° 70.0 70.0 80.0 90.0 48" 68.6 68.6 60.0 90.0 54' 54.3 64.3 80.0 90.0 24' 78.0 80.0 80.0 904 30' 75.0 80.0 80.0 90.0 38' 91i 75.0 76.2 80.0 90.0 NOTE: -1111 42' 64.6 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE m 48• 1 699 59.9 1 60.0 90.0 1 BASED ON ASTM E1300-04 (3 SEC. GUSTS). 24' 75.0 80.0 80.0 90.0 .. , .... 30" 108° 78.0 80.0 80.0 90.0 IIAO P1iO'DUCCRBYIaiID 36' 74.8 74.8 80.0 90.0 CM1705@2 aa46mla vdlb do Piwift1 ,�v 42' 61.5 61.8 80.0 90.0 j' (Ee '9838 '. ' 81dIdi6ECa(a eS , 24' 78.0 60.0 60.0 90.0 AccolmoNO ' 30' 120" 75.0 604 80.0 90.0By 1 (�' 36° 74.5 74.5 80.0 90.0 �:I .��, drawing no. :;; W09-20 ;I t- TA op 4 M 3 a r%1 3 M 0 n 1 _Z�4 3:;m MSy w a 0 a Tr1 o IIdM1� }l1.J1 � o MS I �DOUC,11 1 SPACING ORMINA—DADE COUNTY APPROVED MULLION & MULLION ANCHORS I trrn:u ANUWM., TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORS: SEE ELLv. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM T/4° DIA TAPC BY mN' (FI�t2o KSI, fy=82 I(S) AND TRANSFER THEM TO THE BUILDING STRUCTURE. -INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8° MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY -1-9/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY CONC, OR MASONRY 1-1/4° MIN. EMBED INTO CONC. OR MASONRY 1/4" 014.. TTEKS OR SELF DRILLING SCREWS. (WIADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') (NO SHIM SPACE) TYPICAL EDGE DISTANCE IMO CONCRETE AND MASONRY = 2-1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE - 3/4° MIN. CONCRETE Po - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK fm - 1500 PSI MIN. SEALANT: S ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'a y� JOINT SEALER. i J9V , • F�,A�N. B '10882 . � �CO& aNLiheM No !� V i ' lay V. I TYSEE ELEV. PICAL ANCHGRS �. I WOOD BUCK FOR SPACING •, droving no. W09-20 Meet 3 of 5 ITEM PART 8 REQD. DESCRIPTION MATEMAL MANP./SUPPLDBt/RBMAHXS 1 FY301 2 FRAME HEAD/SlLI./JAMB 8083 -TS 2 FY302 AS REGO. GL.AZNG BEAD- 7/18' CLASS 8083 -TS - 3 FY303 AS RECD. ANCHOR COVER 8083-T8 ^ 4 E203 AS READ. GLAZING SEAQ BULB NEOPRENE ULTRAFAB S FLS -80 1 GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWS 8 810 x 1' 8 FRAME ASSEI!SLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 8083 -TB OPTIONAL RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS CORNER DETAILS PRODUCTnVISBD f3 •° PE 2By aamabPl drawing no. W09-20 ALT. d � !., • \.:' i / S' ''t • ° °. ° TYPICAL ANCHORS SEE ELEV. FOR SPACING MM—DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL SEE M". FOR TYPICAL SEE ELEV. FOR Ifo" MA%. SHIMS :I ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER k�6, alVO` FPERU. H4. A; drawing no. W09-20 ENNENabb MIAMI•UADE MIAMI -RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, 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) w+vw i v! eral ECO Windows Systems, LLC 7955 NW 77th Ave Miami, 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 600 Aluminum Outswing Doors-L.MX APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types G I and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted heroin. 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. M 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 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA',,No 12-0402.03 11 10ADa COU Expiration Date; July 19, 2017 Approval Date: July 19,2012 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets I through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, 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, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -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 "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia. Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq k Corporation, dated 03/30/12, signed and sealed by Javad Abmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 1/8' HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS V .090" INTERLAYER .Ogtr INTERLAYER a BUTACTE PVS BY 'OUPCNT' BUTACITE PVB BY 'DUPONT' Z Q 1/8" HEAT STREN'O. GLASS 3/18° HEAT STREN'D. CLASS F k' SILICONE k SILICONE i8 26 DOW CORNING 898 � Id DOW CORNING 899 x 14 a �J ASI r r \ 34 \\ �/ SETTING BLOCKS AT LAVA. GLASS ��jjj IffGp. FOR XffiT'Hs ExCEEDING 38. ONLY. •- _NOTCH GLA1NG BEAD LEG TO CLEAR'BLOCK9 OL GLASS TYPE 'Q1' GLA53 ME !.G91 O 1/B' TEMP. GLASS V1 5/18" AIR SPACE _ 1/8° HEAT STROM. GLASS .090' INTERLAYER SAFLEX 111G BY 'SOLUTIA' n 1/8° HEAT STREN'O. GLASS SILICONE Z o S DOW CORNING 899 iizi $ 28 ST. STEEL METAL SPACER O a "w W mg r \ � I I 39 SILICONESERIES 800 \\ � ALUMINUM OUTSWING ENTRANCE DOOii SETTING BLOCKS AT INSUL. LAM. GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS o SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. 0 LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'GS' APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION -141-t RESISTANCE IS REQUIRED. Q m THIS PRODUCT HAS BEEN DESIGNED AND TESTED COMPLY THE w � o REQUIREMENTS OF THE FLORIDA BURRING CODE INCLUDING HIGH VELOCITY a HURRICANE ZONE (HVHZ). 113Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY a TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOVO4 ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE 8t SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. CnN. 82 , tI ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE y NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 2 �Z Browing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE I lt':,,, REQUIREMENTS OF THE FLORIDA BLDG,. CODE SECTION 2003.8.4. of:g DOORS LOAD CAPACITY - PSF SINGER DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME mwINT.(-) WIDTH WO)TFI HEIGHT 39-3/4" 37r- 1 98"1 70.0 1 75.0 OPTIONS SHEET 7 C. FF I DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. IOMDIATED GLASS FRAME LEAF WIDTH WIDTH FRAME HEIOHT 78" I 37" 98" 70.0 75.0 GLASS O.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" O.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125'/2 ��U I N 81 r �a � 511 o 0 �d N g 0 oN vt 1 z�G.J �z w ms R NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFIGAL. NOTE: 19 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ro "T- 2 g Browing no. ;JI71. .8 %Or2 w12-08 sheet 2 of g NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. ASS D 0. DIMS, O.L.O. HEIGHT (SIDELITE) - FRAME HEIGHT - 11.000" D.L.O. WIDTH (SWELITE) = FRAME WIDTH - 4.438° 14W 11j,.0 R _ FRAME 1810TH y2S HEAD & SpA. ANCHORS td AT STILE ENDS O 1 i CLUSTER C. OF (4) AT 3" O. p--•, 4) ANCHORS 12* AT HEAD/SRL- Ml l 5° MAX HEAD/SIU. A HEAD gty CORNERS F i -�� I I A -I _ I I L /OPTI 10 l I I \ I I SEISHF�T h_ 00 Z� RdACTNE - I 1 ACTIVE Z �APPLIEDg{ OSURF.r .. FALSE NU JTNS OR 32 3/4' 28 15/18" 28 15/18"Q DECORATIVE GRILL MAY BE USEb O.L. OPO. p.4 OPa O.L OPO, 'm n 3T IIIIII SIDELITE FRAME WIDTH LEAF WIDTH (OXXO) a,tI1A� I N Enr 8A AO .."AD p NOTE: l $ 8 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) 2012 drawing no. AND FLORIDA BUILDING COMMISSION W1 2_08 DECLARATORY STATEMENT DCA05-DEC-219 . sheet 3 of g DESIGN LOAD CAPACITY - PSF SIDEI.Mm WBH siNOLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT4+) WT.(-) EXT.(+) WL(-) 24 38 37 42 82 70.0 78.0 70.0 Tao 78.0 70.0 70.0 75.0 70.0 70.0 75,0 fl75A70.0 81.7 81.7 841 24 30 38 37 42 88 70,0 70.0 740 7ao70.0 7&0 70.0 70.0 740 70.0 75.0 70.0 75.0 81.7 88.1 81.7 88.1 �24 30 36 37 92 70.0 78.0 70.0 73.0 88.8 89.8 70.0 740 84.1 84.1 70.0 75.0 83.3 83,3 70.0 75.0 24 30 38 37 as 70.0 740 70.0 740 70.0 ul 750 70.0 75.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. ASS D 0. DIMS, O.L.O. HEIGHT (SIDELITE) - FRAME HEIGHT - 11.000" D.L.O. WIDTH (SWELITE) = FRAME WIDTH - 4.438° 14W 11j,.0 R _ FRAME 1810TH y2S HEAD & SpA. ANCHORS td AT STILE ENDS O 1 i CLUSTER C. OF (4) AT 3" O. p--•, 4) ANCHORS 12* AT HEAD/SRL- Ml l 5° MAX HEAD/SIU. A HEAD gty CORNERS F i -�� I I A -I _ I I L /OPTI 10 l I I \ I I SEISHF�T h_ 00 Z� RdACTNE - I 1 ACTIVE Z �APPLIEDg{ OSURF.r .. FALSE NU JTNS OR 32 3/4' 28 15/18" 28 15/18"Q DECORATIVE GRILL MAY BE USEb O.L. OPO. p.4 OPa O.L OPO, 'm n 3T IIIIII SIDELITE FRAME WIDTH LEAF WIDTH (OXXO) a,tI1A� I N Enr 8A AO .."AD p NOTE: l $ 8 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) 2012 drawing no. AND FLORIDA BUILDING COMMISSION W1 2_08 DECLARATORY STATEMENT DCA05-DEC-219 . sheet 3 of g ♦ PE ...w .._. 1 THRID PENETRATION 28Y WOOD BUCK 4,u8 EDGE OST. lay BUCKOR WOOD STRUCTURE METAL M N SEE NOTE SHEET 1 STRUCTURE " .." a • EDGE D EDGE DIST. F Le r� `am rs A TYPICAL ANCHORS TYPICAL MC14M TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS Q FOR SPACING FOR SPACING FOR SPACING 07 jIMIANZDADE COUNTY APPROV801jCUPPED Ij SEE SEPARAU TTEON I !L --------- A -------JH ^ el U) TYPICAL ANCHORS SEE ELEVATIONS w FOR SPACNG M WOOD BUCKS AND METAL STRUCTURE NOT BY ECO NINDOWS p �M MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z $ F� AND TRANSFER THEM TO THE BUILDING STRUCTURE. F$ z ^ 0.100 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1,/4" DIA. ULTRACON BY 'EL.CO(Fa=177 KSI. Fy-185 KSI) I=-2BY WOOD BUCKS OR WOOD STRUCTURES 1=1/2 -NN. PENETRARON INTO WOOD THRU 10Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EM6ED INTO CONIC. OR MASONRY DIRECTLY -]INTO CONC. OR MASONRY 1-1/4" MIN, EMBED INTO CONIC. 0R MASONRY 414 SMS OR SELF DRILLING SCREWS (DIME 2 CRS) INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6083—T6 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN, INTO METAL STRUCTURE 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. Dille tw'd+�t o� g= DOOR DETAIL S t>Ac,a '�*aksa ,I JAN, 8.201 drawing no. W 12--08 sheat 4 of 9 I TYPI XCHORS ING IOC. OPTIONS SEE SHEET 7 CONCEALED FLUSH BOLTS O CONI2:N.E0 FLUSH LILTS LEVERS AT INSIDE FACE OF SME LEVERS AT STILE FACE N O � / 11 7C h H W Q la �d N 1/4" !MAX. SHIM � n O CM CZ y� TYPICAL ANCHORS 3 OR $ 8f SEE ELEV. W000 STtttl NRE FOR SPACING' 18 LNACTiVg LBAF ACTIVB LPAF 26 13 28 24 aD n II � xs s g D.L.o. 1, LEAF ODTH II 16 O.LO. EXTERIOR LEAF WIDTH dft J !!1 eI :i DOOR DETATT,Sry�:? 12 NOTE EET 1 O Yom! Wo+� og� TYPICAL. ANCHORS E FOR ACING' N d U 8 Browing no. W 12--08 sheet 5 of 9 TYPICAL ANCHORSSEE .EDGE )1ST. FOR SPACING NS N 0..I' F 22 d 2 a� �v �N GLAZING OPTIONS SEE SHEET 1 REINFORCING O @,2 SMS O tB SE RHEE 1/4' AJAX, - , H AT S' FROM ENDS � SEE SHEET 3 AND 11' O.C. MAX. 8 0 S B 3 CM 5 r w ; z 26 13 0 �t w 17i W w � 1 O 1 1 1 TYPICAL ANCHORS .. - �• L•_ SEE ELEV. FON SPACING e " 14 18 25 o.L.o. +G r � 4 4b EXTERIOR LEAFD� SIDELITE MOTH DOOR FRAME WIDTH m a UNIT FRAME WIDTH o a .A N _ O Ism Iic"offiL EW. JAVZ.. t� g ro 33 mwwai o v .=�,SEE- OOpgal ELEVATIONTYPICAL S D @�� FOR SPACING SIDELITE DETAILS U LOCKS: OPTION 81: ACTIVE L 4 POINT LOCK ASSEMBLY DLOI-8007 13Y 'INTERLOCK USA INC.' (2) LOCKING PATS ENGAGING AT INACTIVE LEAF 1/0 DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM INACTIVE eF: 2 PONT LOCK ASSEMBLY BY INTERLOCK USA INC.' 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM OPTION A2 ACIM Lcec: CONVENTIONAL DOOR LKCKSET WITH HANDLE DELTA 680 BY YKWIKSET' LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN It ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) @8-32 X 1/2' FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SAN. MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE O' LEAF STILE LOCATED AT 10-5/6' FROM TOP AND BOTTOM LOOK FASTENED TO STILE WITH (2) 68-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING, ITEM 8 PART 0 RBQD. DESCHIMON MATERIAL MANP./SwpLTEB/REM4RS8 1 E801 DOOR FRAME HW/SIU. 6083 -TB 2 E602 FRAME COVER W63 -TB 3 E003 - DOOR FRAME JAMB 5063-T8 - 4 E804 - SIDEIM TOP & BOTTOM FRAME 8663-T8 - 4A E626 - SIDELITE 9' BOTTOM FRAME 8083 -TB - 8 E608 - IMEUTE FRAME JAMB 6083-T6 - 6 E606 - I SIDEUTE SUP ON JAMB 8063 -TB - 7 E807 - LEAF TOP & BOTTOM RAIL 8063-T8 - 7A E826 LEAF 9' BOTTOM RAIL 8063 -TB - 8 E606 - LEAF W STRIP ADAPTER 8063 -TB - 9 E809 - LEAF HINGE STILE 8083 -TB - 10 E610 - LEAF LACK STILE 8083-T8 - 11 E811 - LEAF ASTRAGAL STILE 6083 -TS - 12 E812 - LEAF ALIIINMENT BRACKET 6063 -TS - 1S 1 E813 - JLFAF CLAMP 8083-T8 4-1/4' LONG 13A E613 HINGE BACK-UP PLATE 5063-T8 12' LONG 14 E814 - GLAZING BEAD (5/18' LAM. CLASS) 8083-T8 14A E109 - GLAZING BEAD (7/16' LAM. GLASS) 8063 -TB - 18 E815 GLAZING BEAD (INSUL. GLASS) 8063-T8 18 E616 - SNAP COVER 6D63 -T6 - 17 E613 - BOLT SUPPORT 6063 -TB NOT SHOWN 18 - AS REQD. SIDEUTE MULLION REINFORCING 806.3-T6 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN- & ASSOC. 20 FBI= - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FURMt4SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS READ. FRAME ASSEMBLY SCREWS - - 23 012 X 3/4' HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' DIA THREADED ROD STEEL 25 W11323 I - PLLE W%IWPNQ WOOL ULTRAFAB 26 E20618-XN-3020 BULB W'STRIPPING SANTORRENE EPDM 27 Em - GLAZING BEAD BULB SAMOPNENE ULTRAFAS 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER GO. 28 E822 - FLUSH BOLT CUP NYLON 30 OL01RC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB WHr1E BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 /10 X 3/4' 2/ ADAPTER FH SELF DRIU.ING SCREWS - 34 - 2/ LTTE SETING BLOCK, 1/4' X 1/2' X 4' LONG EPDM jTT 8' FROM EACH END. DUROMETER 6838 35 2/ LITE I SETING BLOCK, 1/4' X 3/4' X 4' LONG I EPDM JAT 8' FROM EACH END, DUROMETER 6835 HINGES: 3-1/2' X 7-5/8' X .122" TM. EXTRUDED ALUM HINGE PART OFD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HOWES FASTENED VATH 610 X 1' FH SMS (8) SCREWS AT HINGE STILE (8) SCREWS AT FRAME JAMB SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED VATH SCHNEE MOREHEAD JM5504 SEALANT. L Enr2111ludDiftlF '00" FLA. It f"gw. orowing no. W12-08 4 00 .828 5 1 750 .078 .579 •803 .045 •� .OSO I .803 .045 •y1--�I Q � Z I -A 4.03f 4.750 1.047II M_2.082 ---LH GLAZING GLAZING BEAD t DOOR FRAME MEAD/SILL -1.507 -4 7 LEAF TOP/BOTTOM RAIL E to GLAZING BE 1.507 f5 USS V r V � ao p--a.� I[F 4.719 .078 .078 4.791 3 .719 L .078 1.750 1.507 also 7.831 L t.so9 f 312 J� .092 -i 3 U 4.000 9 LEAF HINGE STILE 1.507 5.344 O 1.750 SIDELITE TOP &BOTTOM FRAME 4.000 2.081 1.750 �7 a 1.750 LEAF W'STRIP ADAPTER .684 .ata .442 Aye �ffN'✓I1//�8 ;�) �) 9q2 '" 3 r 0 p rMl z .329 078 I .079 70A 9" BOTTOM RAIL 1LEAF :S W h* t.eta «I to LEAF LOCK STILE 1.507 ALIGNMENT BRACKET _"I•750� 5.344 2 FRAME COVER .078 7.80.7 1.750 2.081 3.719 .375 1.57 .125 3.781 •125 o 887 .050 17 .078 t9 SNAP COVER 11 LEAF ASTRAGAL STILEL is 9000 & LEAF CLAMP HINGE BACK-UP PLATE m„ COW .0782.097 825 1.500 .719 .078 4.000 �7 LILF 1.825 O 1�- . -�I 4 0� 1.250 •719 4.188 .079 18 SIDELITE MULLION REINFORCING Ern.m A0. C1W } C� a •: a11YP, 2U12 °e < ro +1+ g� tlrovnng •u o no. W12-08 . 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME I9 SIDELITE SUP ON JAMB sheat $ of 9 22 4,! W N U Vi DOOR FRAME CORNER SIDEEIJTE FRAME CORNER SIDEUTE SUP ON JAMB CORNER O M oro W m� w�w4r 19dt t+YMi Z 12 z41tt t c ere Axmm.. G � ' O drawing tto. N; ,,W12-08 LEAF CORNER Aim • • ,.. • • •a t , , sheet of $ ♦ f MIAMICADE MIA&H DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADAHNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1am9dade.eov/eeonomv Eco Window Systems, LLC 9114 NW 106 Street Medley, 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 AHI 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 500" OuWng Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.MJ.r, sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, 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 _r 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# 12-0223.27 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Nom( ARo.13-0206.07 i+11AM BADE COUNTY / ,' Expiration Date: May 19, 2016 gf Approval Date: May 02, 2013 Page 1 Eco Window Systems, LLC. w y � NOTICE OF ACCEPTANCE: EVIDENCE SUDAIMED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10 3140, BETI 10 3141, HETI-10 3142, HETI-10-3143 and HETI-10,3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by AI--Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA#11-0309.06) 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. 11-0624.01 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 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Windowk%4 approved on 05/03/12 and expiring on 05/19/16 Manuel Ppa,P. . Product Control xar r NOA No. 7 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E-1 1/8' TEMP. GLASS 3/B' AIR SPACE I/8' HEAT STREN'D. GLASS t/B' HEAT STMX'D. GLASS 680 INTERLAYER 090 WTERIAYER BUTACITE WB BY 'OUPONT' BUTACITE PVB BY 'OUPONT' gg 1/8' HEAT SMOrD. GLASS 1/8' HEAT STREN'O. GLASS F DOW CORNING r9B L� CORNING SM a CON 3 to sETTiwa Rnoats AT u+stR.. LAM. tlAss NOTCH we BEAD LEG TO CLEM BWCKS GLASS TYPE 'A' GLASS 'AA' GLAZING OPTIONS CO—GUARD SERIFS -500 E&MMUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT 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 SUO.DiNG CODE INCLUDING NIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIA. SHALL 1$ BEYOND WALL DRESSING OR STUCCO. A14CHORNG OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. MATERIALS WCILDIPW BUT NOT I.MiTEO TO STEE METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSBILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 8 POINT LOCK SM. HEW NNOO.� TYPICAL ELEVATIOKEEN U'TO AT SASH 28' 2 38-3/8' 3 50-8 8" 4 S R± 6 MAXIMUM DESIGN LOAD RATING = +; 70.0 PSF (tori SM mom OR bvA1.LER) 75.0 PSF Z 34,j gz§ l �o J, d ;;' � THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. T • 70M,B� PRODIILTRSVmm *yImuIlh"PMdb110, RA PEE L7- �c ��r b NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM EISOO-04 (3 SEC. GUSTS) ' g AND FLORIDA BUILDING COMMISSION 4 DECLARATORY STATEMENT DCA05-DEC-219 drawing no. W11-05 Tvv a Mmnm TWICAL ANCHORS 1YPA =CAL ANCHORS sEE ELEY. PoR sPACM WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. —'� r'PI--- �----_N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ,] x ouL TAPCOBP-'ITW' (Fu -120 10. Fy-92 10) AND TRANSFER THEM TO THE BUILDING STRUCTURE. t /4" DIA AR -roe o 'm CO_' (Fw177 K% "155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY t_-1/4' MW: EMBED INTO CONC. OR MASONRY ,fit4 c_MS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MW. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) \ i 12 SmS -OR SELF DRILLING SCREWS (GRADE 2 CRby INTO WMI-DADS COUNTY APPROVED MUWONS (MIN. THK. (NO SMA SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. n CONCRETE AT HEAD. SILL OR JAMBS f c = 3000 PSI MW. 18 Ila C-90 HOLLOW/FUM BLOCK AT JAM Pm - 20W PSI MN. _ v CHM •v. t9Y FOR EUV. i t 4 PRODUCERHVIM FS ,° a oom lyhw vith tho WorthNa Ahlc�het�Dffio !,b ProduMCalpol. 1 droving no. 15 20 t/ W11-05 n 1 I . . t e err m z F vi NOW AtOUlD PRODucrRuftwo .a s flA. EmphRdw RnRa ca�,vanuarma C.A.N. AaaPd�e 6 H $ $ P.udtn4 Nueiing no. ,Ipa+i l 5 � W11-05 SEE I ALT, SEE WANT -CAM COUMY APPROVED I WAN & MEAN ANONORS SEE SEPARATE MOA 15 A ar T0lg no. W11-05 0 OI FRAME HEAD/SILL/JAMB (D VENT .519 .W3 .045 Loa? Q3 GLAZING BEAD (LAM. GLASS) .tom 1.In ® GLAZING BEAD (INSUL. LAM. GLA 245 .71A .120 (D .7ao k - Q SNUBBER -VENT ' . 4 • 1 fm PAR? j 4UAMM MMCR1PTM MA72RM MM./90PPUINVOWARYB 1 001 4 Faw HEAo/59.1.%AIM 9093-19 .SOD 2 E502 4 VL7FT 8083-78 LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILL 3 FY108 AS REUM CLAM BEAR (tAiL GLASS) 8093-19 is FLUSH FRAME ADAPTER 311 E808 AS FAM MALA'0 BEAD (ML UAL MASS) 8083-18 - 4 MW AS rA= SMMBER - VW. FALL LOM 8083-T8 - 4A ENO AS READ. MMM - FRAME. FWL LENGTH 600 -To FASTENED WITH (2) #10 X 5/8- P PH SELF DRILLING SCREWS !I ENO I opoom ScRm FRAME 8083-T8 - 1 /10 X 1-1/4' AS MM FRAM AND VENT ASUMY SMFEN - H WH SMS B E203 AS READ. a" WFATF . OUROFtFm 85 SANIORWK ULMWAS 9 1303 AS REQO. CLAM 8FA0 BW.B. CUR010M 95 SOWAM W]RARS 10 38.12.00.400 2/ WW 4 BAR Fb= A7 TOP MW 801= STEW. T@ITti. O13TAUM 89M (2) /10 X 5/8' SOS 11 13098.92 I ML" POWT LOCK SYSTEM Z4= TRUTH 12 - 9/ VENT X Sim - 13 - I/ VENT ROTO am %= aAMA1t/STL. TRUIIF 14 P OO -SS 2/ COMSR FRWg49if CORAM KEY ST. STEEL. - 15 M20 AS REQ% F1USN FRW AWPTER 8083-T8 OP� 18 3 ANA 910 WATE HYi.MI M&M PLAM= 17 /10 X 1-I/4' 2/ SMTE FM US SXIOE SCREWS 18 /8 X 3/4' AS REOD. FH SM SNUMIER SCREWS IN PAWS 2' MART. FWM BPACED AT 7-3/4' O.C. 19 2/ UTE SERRXF BLOM 3/t8' X 3/4' X 4- LONG NEOPROM AT 8' FROM EACH END. MIRMOM 85 20 FLB-SO MASS SPACER - 1/8' HIGH som Fam LORE FLA: PE CAL 5 N Q8: z •u *8 rn W ;;m Growing no. W11-05 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAO SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. a.e58 .052 LOCKS: .SOD MULTIPOINT LOCK SYSTEM #13098.92 13Y 'TRUTH' .769 AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILL z.ett FASTENED TO JAMBS WITH (2) 010 X 5/8- SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES is FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4. O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1' P PH SMS 1a5o STAINLESS STEEL KEEPERS #31984.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8' P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES .493 1.780 HINGES 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS ae3 FASTENED WITH (2) #10 X 5/8- P PH SELF DRILLING SCREWS to CORNER KEY OPERATOR SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SIU. END FASTENED WITH (8) !10 X 1- P PH SMS 245 OPERATOR TRACK #30175 AT BOTTOM RAL FASTENED WITH (2) /10 X 1' P PH SMS ANn—SAG SKATES: VINYL ANTI -SAG SKATES BY 'M&M PLASTICS' 1.258 (2) AT LOCK SDI AT 8-3/4- FROM TOP/BOTTOM RAILS 1 AT BOTTOM RAI. AT 4' FROM LOCK STILE SNUBBER - FRAME EACH FASTENED WITH (2) #10 X 1-1/4- P FH SDS. FLA: PE CAL 5 N Q8: z •u *8 rn W ;;m Growing no. W11-05 .15 M z d 8� orovAN no. W11-05