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WS-15-2522 Permit No. W -10-15-25,22 Miami Shores Village Permit Type.WindowsliShU'tter _ 10050 N.E.2nd Avenue NW Work CiasSifrcafW Door 11 Replacement ermilt; Miami Shores,FL 33138-0000 # Permit Stato APPROVED ' nom Phone: (305)795-2204 issuepate.1012212t�15,„ Expiration: 411 /2015 Project Address Parcel Number Applicant 10326 NW 1 Avenue 1121360131430 JG 10326 LAND TRUST Miami Shores, FL 33150-1270 Block: Lot: Owner Information Address Phone Cell JG 10326 LAND TRUST 560 NE 103 Street (786)436-0329 MIAMI SHORES FL 33150- 560 NE 103 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 9,000.00 R&G LLC (786)206-6102 (786)786-8181 Total Sq Feet: p Type of Work:REPLACE ALL IMPACT WINDOWS&DOORS Available Inspections: No of Openings:15 Inspection Type: Additional Info: Window and Door Buck Classification:Residential Final Scanning:3 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# WS-10-15-57313 DBPR Fee $3.75 10/22/2015 Credit Card $230.90 $50.00 DCA Fee $3.75 Education Surcharge $1.80 10/05/2015 Check#:6162 $50.00 $0.00 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $280.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the f . g ' rmation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I autho i e b ve-named contractor to do the work stated. October 22, 2015 Authorized Signature: / Appl' nt / Contractor / Agent Date Building Department Copy October 22,2015 1 r Affidavit RUBEN J. PUJOL A.I.A. Property Address: 10326 NW 1 st,Ave, Miami Shores, FL. OBSERVATIONS: I attest to best of my knowledge and professional judgement that in the above referenced address replaced windows I approved the currently installed 2x4 for structural attachment in compliance with the 2014 Florida Building Code. 0� F L®R/ ®Co,`e-Jt��y.J. PV�0<1.'9 ®IoW's m � e i * i R4ell s bmitted, ,is,��j�,e•• AR0010458,. �Q �sERED P�;�•®® RUBEN J. PUJOL AIA 14410 SW 110th St. MIAMI, FL.33186 Florida registered license:AR#0010458 � e � Miami Shores Village -. .3 Building Department OcT ob zul� j 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Y =-1 _ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �(qt FBC 201y BUILDING Master Permit No. 2C - s 1, PERMIT APPLICATION Sub Permit No. W5-- UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ IIXTENSION ❑RENEWAL [::]PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ dANCELLATION ❑ SHOP q p CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: "3 13 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: QZ: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):-1-tic".;,, .2.s e,�)CL 1 sf Z Phone#: �-G(- 411 -0S'EC Address: S //�� City: 4r-L" t" y State: Zip: '—,a Tenant/Lessee Name: Phone#: Email:Mme)CL4.11 z z CONTRACTOR:Company Name: 1(_ C,- LL C ^Phone#: TL; ` Z-n. Address: �10 k) I City: 2; � ' � L=1 State: ��- Zip: �.3(-12 Qualifier Name: 6A, FfNt CIL Phone#: State Certification or Registration#: C�'� C f ®q G-Z(Certificate of Competency#: DESIGNER:Architect/Engineer: ; Phone#: Address: City: State: Zip: Value of Work for this.Permit:$ a/..o o� � Square/Linear Footage of Work: f Pry Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/R�place ❑ Demolition Description of Work: �_ I e�C`:alb N4V(:7T Specify color of color thru tile: Submittal Fee$ 50 Permit Fee$c QZ�S CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FE�NOW DUE$ (Revised02/24/2014) I 7 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT (�::CONT R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 30 daffy of : 20 to by 350 day �ofp -:�—:> p ,20 l3 by Qc" eC,a�'; �.,. -�who is personally known to � � + '��:�cw e CLwho is personally known to Te or who has produced as me or who has produced as identificatiod who did take an oath. identification and ho d',d take an oath. '"v�"""� VICTOR RATNER NOTARY PUBLI NOTARY PUBLIC: '- ��. VICTOR RATNER i MY COMMISSION#FF103950 •I ) MY COMMISSION#FF103950 "•.,!Fo�.,' EXPIRES May 17, 201£s Sign: t , oF�; EXPIRES May 17, 2018 Sign (407)398,0153 Floridallota Service.com (c �l a-ot5-3--0 FlorldallotaryServlce.com I �/ Print: Print: VV Seal: Seal: APPROVED BY l Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s J ' MIAMFDADE MIAMI-DADE COUNTY- STATE OF FLORIDA NIA October 05,2015 MIAMPDMADE ME LOCAL BUSINESS TAX RENEWAL 5647293 2015 -2016 APPLICATION RECEIPT:5890554 STATE#CGC1504621 DBA/BUSINESS NAME: BUS.COMMENCEMENT DATE:10/01/2005 R&G LLC SEC TYPE OF BUSINESS BUSINESS LOCATION: BLDG1 GENERAL BUILDING CONTRACTOR 560 NE 103 ST 1 MIAMI SHORES,FL 33138 OWNER/CORP. PPLICATION DETAILS R&G LLC FEE AMOUNT PHONE# 786-286-8181 Receipt Fee 30.00 UMSA Fee 0.00 560 NE 103 ST Beacon Council Fee 15.00 MIAMI SHORES,FL 33138 Bingo Permit Fee 0.00 Nightclub Permit Fee 0.00 Multi-Municipal Contractor Fee 0.00 Restricted Contractor Fee 0.00 Library Fee 0.00 Transfer Fee 0.00 NAICS CODE: 2389 Doing Business without a License Penalty 0.00 Late Penalty 0.00 Collection Cost 0.00 NSF Fee 0.00 Prior Years Due 0.00 Amount Recently Paid - 45.00 TOTAL AMOUNT DUE: 0.00 ................................................................................................................................................................................................................................................................................................................. If no longer in business,please notify us in writing. To pay online go to www.miamidade.gov/taxcollector Review and correct the information shown on this application. To pay by mail,make check payable to: Miami-Dade County Tax Collector A 25% penalty will be assessed to anyone found operating Business Tax without a paid local business tax, in addition to any other 200 NW 2nd Avenue penalty provided by law or ordinance (Sec 8A-176(2)). Miami FL 33128 To pay in person go to: A Certificate of Use and/or City Business Tax 200 NW 2nd Avenue Receipt may also be required. (305)270-4949,fax(305)372-6368 A service fee of not less than$25.00 up to a minimum of 5% will be charged for all returned checks. t RETAIN FOR YOUR RECORDS t ................................................................................................................................................................................................................................................................................................................. MIAMI-DADE COUNTY- 1 DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT + N/A October 05,2015 STATE OF FLORIDA LOCAL BUSINESS TAX RENEWAL CPT.589054 2649 532016 APPLICATION IIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIII�IIII STATE#CGC5504621 BUSINESS LOCATION: 560 NE 103 ST MIAMI SHORES,FL 33138 BUS.COMMENCEMENT DATE:10/01/2005 SEC TYPE OF BUSINESS OWNER/CORP. BLDG1 GENERAL BUILDING CONTRACTOR R&GLLC 1 APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION OR OCCUPATION DESCRIBED HEREON.I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT. I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT, R&GLLC SAUL RABINOVICH PRES 560 NE 103 ST SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE MIAMI SHORES,FL 33138 Please pay only one amount.The amounts due after Sept 30th Include penalties per FS 205.053. If Received By Oct 31,2015 Nov 30,2015 Dec 31,2015 Jan 31,2016 Please Pay $0.00 $0.00 $0.00 $0.00 700000000000000000000000589055420160000000450 000000000001 r• 0a) Ajc - CF�1VVID- 7BYY: CT 05 5 COPY Q®A s �f-Ja�S a �� /r-0X � L� v1t _.�.._. r ._.,. • _ t 1 i b� f 8_.....••� •••••...•• .••• � a64:�F1f$tlAklt'!fIfT43F!N t .�t:9f'.a.... : f E4tP f:Ux;NR6 4•.tk�- •. 1 • .00.• 9•k ; 6 goo 0000•• • • • � i -,-- i � • • • • • ` ! 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Yv-...•..o».•.. exck'317{R$CNC9•;I'Yzifit3+: Miami shores village APPROVED BY ' DATE FLOOR PLAN ZONING DEPT BLDG ®SPT lj� /-JS®&t�f t% 3 SUBJECT TO COMPLIANCE WITH ALL FEDERAL TATE AND COUNTY RULES AND REGULATIONS �4 Z1�o 1.� ^ry 'f / REVISIONS �c"�"a�.�i��u6�-a. 1 1! /�It (�L��. r 1' wU1,1HER DESCRIPTION DATE _1Vr V\ z coluem 08126 1e co ARCHITECH ETI DESIGN GROUP RUAEN JUAN YUJOI. g g -- ARC'HITEC'T,P.A. A.I.A. 8100010458 N.A.C.A- ��rssaiia"ix=tui` FRONT ELEVATION(EAST) "^-T 1-1 12237 SW 204th TERR. • •• Miami,Florida 33177 • s *as • s •• • ••s• • • • c • • PROJECT TITLE: 0000•• .. -_.-..- ,..—. .............. . .. 666,:6. ..�..,-. .. .,:.. . PROPOSED CARPORT/GARAGE • •s•• . •• •• ♦♦ ENCLOSURE AND EI ED PORCH EXTENSION •••• ♦.. ♦ 0060•• • , . S R, 0006 0000 00.0 "„ • • 0600 0000 — PROJECT ADDRESS' • 6 • 00 00 00 00♦••• - - 10326 NW1STAVE,MIAMI • REAR ELEVATION(WEST) SHORES,FL. • 0000 0000 ,,,,,,,�_- • 0000 • •• • •s♦• • • • •••00• cuENT • • J.G.10326 1VAN RABIN©VCH DRAVJMGnnE. ELEVATIONS ---- .1- ---------------------�------�A---- ___________________ _ J______________ RIGHT ELEVATION(NORTH) LEFT ELEVATION(SOUTH) DEBCRIP ON SEA AND8 GNATURE PROJECT NUMRER' 3615JI71 DATE. I U126l E DRAWNBY ADG EF APPROVED BY: RJR SREETNUMSER A-3 3 of 11 L OCT 0 5 2095 -Y MIAMI- - - MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/econoniy 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 AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, 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, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 0 • 000.. RENEWAL of this NOA shall be considered after a renewal application has beer;filedand there h%s been •••, no change in the applicable building code negatively affecting the performance of tWi 4giuct. 0:6 - 6•• ••••;• TERMINATION of this NOA will occur after the expiration date or if there has ba &revision or change ;••••0 in the materials,use,and/or manufacture of the product or process. Misuse of this J46*gs an qd tt§%:meat ' 0 of any product,for sales, advertising or any other purposes shall automatically termb?ift8 this NOA?Failure ": to comply with any section of this NOA shall be cause for termination and removal S1wk. ' "' 00000 0000 .. .. .. . 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dam�vtu►ty, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is ..••:• 0 displayed,then it shall be done in its entirety. 000.. • . . .0000. INSPECTION: A copy of this entire NOA shall be provided to the user by III n anufaoturar er its • • distributors and shall be available for inspection at the job site at the request of the Building Officio)• • This NOA revises and renews NOA No. 13-0206.07 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. 15.0406.10 M�,4ri4ntlDECouNrY Expiration Date: May 19,2021 JAPPROVEDI Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,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-10-3150 and HETI-10-3151, dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • 0000.. 1. Miami-Dade Department of Regulatory and Economic Resourcej JRI:R} ••••• ••• • .99.9. 0000 000000 E. MATERIAL CERTIFICATIONS 000000a : • 000.. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray A&'drtra, Inc'1M.their* • "Kuraray Butacite®PVB Glass Interlayer"dated 04/15/15, ""o gon lTf f/16. • 0 .9 00 00 0 0000.. .9999. 00 . . 0 . 00000 0 0000.. . . .9000. .. 0000 . a rez,P.E. Product ntro Examiner NOA No. 15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest,dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-3150 and .HETI-10-3151, issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 0000.. 0000.. .. . 0000 0 0000.. 0000 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 0000.. 0000 0000. 00 00 ...... . . 000000 . . . 0000.. .. 0000 Manuel P e )P.E. Product Contro Ex iner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 r 1 I 37" u v ECO—GUARD SERIES_-_500 WINDOW WIDTH �4U o ALUMINUM OUTSWING CASEMENT WINDOW 3s" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH Z j COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER MWINS 29 3/8• O APPLIED)WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE APPLIE (SURFACE D) D.L.OPG. I MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED A j 11 1 of LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 2 u � � I 4 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. C 4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS IY EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 15 N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE m y=c==n===== Tj ' NOT PART OF THIS APPROVAL. \ 4 �' S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I n n m 0 _ m ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. z m o u_____ o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ REQUIREMENTS OF THE FLORIDA BUILDING CODE. B II \ Ld THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. II \ SHUTTERS ARE NOT REQUIRED. r j:W 8 POINT LOCK z �_ m 12" 3 m M r MAX. _ _7"MAX. LOCKING POINTS 00- u> MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF HEAD HEAD/SILL SEE CHART. o Z�_ (FOR SIZES SHOWN OR SMALLER) - 7S.O P$F SILL CORNERS N0. OF. M 3 WOW.HEIGHT KEEPERS Z�j TYPICAL ELEVATION UPTO Ars H o O 26" 2 N U W 38-3 8" 3 rir IJ.I rn� 7/8"TEMP. GLASS 5D5ZS 4 r� 63" 5 3/8"AIR SPACE _. 76" _. 6_._ 41'IM, " N'D.GLASS 1/8" HEAT STREWD. GLASS 4Duftn " STREN'0. GLASS <o layer 090"Interlayer Interlayer pRODUCT'REVISED c tocite PVB DuPont Bulocite PV8 Sutacite PVB ea coropfyiee"htfp Florida a 11 ror America, Inc: W1dIng..Cod&,y America,Inc.' By 'Kuraray America,Inc.' aYfAT STREN'D. GLASS --- --- -t/8"NEAT STREN'D. GLASS t8"HEAT STREN'0.GLASSILICONE {{�� SILICON£ pp.. SILICONE OW CORNING 899 F E•' DOW CORNING 899 FDOW CORNING 899m cm--?�- a •••a • ••• GLASS CAPACITIES ON THIS SHEET ARE m a R BASED ON ASTM E1300-09 (3 SEC. GUSTS) N •• �••3A •• ••• •• AND FLORIDA BUILDING COMMISSION• • DECLARATORY STATEMENT DCA05-DEC-21920220Eng,.JAVAD AHMAOCML _o FLA.PE�70592•• AT 1/4 POINTSCAN.3538• 19 ALL SIZES •• • • •• • • • • • c"-'--� G BLOCKS AT INSUL. LAM. GLASS • •• • • • • • N GLAZING BEAD LEG drawing no. GLASS TYPE 'A' 000 • CEASS TYPE 'AA'• TO CLEAR BLOCKS GLASS TYPE 'A' W1 1-05 GLAZING OPTIONS J v 2 20�� ah-et__1 -f 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A 1 � • EDGE DIST. SEE ANCHORS a O SEE ELEV. 1BY W FOR SPACING WOOD BUCK a - METAL F�__________________ �l pI 4 '4- EDGE STRUCTURE II MIAMI-DARE COUNTY APPROVED I1 EDGE r'n aST. j t MULLION&MULLION ANCHORS 1: DIST. p Z n 3 SEE SEPARATE NOA C` y olsr. 43i is I �� I All- � _ iW -I;- N g �(a1 O0--IO - \vt - N \ M W � Iano 2 TYPICAL ANCHORS TYPICAL ANCHORS W SEE ELEV. !l FOR SEE PACELEV. ING FOR SPACING Q y3.1 TXPICAL ANCHORS: SEE ELEV. FOR SPACING N j WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. v J e 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA, ULTRACON BY 'ELCO' (FU=177 KSI,Fy=155 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ --" 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ' THRU iBY BUCKS INTO CONIC. OR MASONRY W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) rw`' = IX ; 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) �^ w c� ci O 1/' x = o DIRECTLY INTO CONC. OR MASONRY 3 mM N 's 4 W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) S 0 oM p 1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) Z_ � a W o 4114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Z INTO METAL STRUCTURES U a o u STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) W rn k ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (ST£FL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � I #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) j INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 1x �i ; 5 (NO SHIM SPACE) 13 TYPICAL EDGE DISTANCE U d - - INTO CONCRETE AND MASONRY = 2-1/2" MIN. N 1 111Y INTO WOOD STRUCTURE = 1" MIN. v 2 17 WOOD BUCK INTO METAL STRUCTURE - 3/4" MIN. ® • ••• • • • •• WOOD AT HEAD, SILL OR JAMBS SG = 0,55 MIN, tG • • • • • • • 1e ' CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. o S o 0 0 1 • •• • • • • 'a C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Pm 2000 PSI MSN. d <m e ___ 0 ••• •• • • • •• ° e -� Engr.JAVAD AHMAD 4° CML yiT FIA PE @ 70592 c • ••.• ° • v CJ $538 s }. .4 °:1 °' - ° 4 zg >5 a••a•. •• •• • • • f v ° r i PAODUC17REVIS8D• • pIyba BdmFlmtda O• ICALOINCHIS •• T1• • ICAl ANCHORS SEE EL!.• BuI Co s . d°2O drawing no. •WOR SPICING *00 • • FOR SPACING EKPI DODe tnf } 11 �r q C L EDGE DIST. _I EDCE a51. �1 4 3 Z��§ rY 1��0`i ',�Hfarnl sProduuC 1 sheet 2 of 6 9:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • " V 8 1/4-MAX. 1/4"MAX. /� (/�\J t1 SHIMS 1/4ley "MAX. .L SHIM (l;1 5 �./ WOOD BUCK 4A C 8 12 e$ AIIjj a ,B 4 d$ r � TYPICAL.ANCHORS X1/2 J -_- a.o. OR SPAGNC U TYPICAL ANCHORS ----------SCREEN OPT. ---------------- SEE ELEV. FOR SPACING 1 . r4" 1 TYPICAL ANCHORS Sg EXTERIOR ; /SEE ELEV. METAL FOR SPACING - -� STRUCTURE D.L.OPG. U o VENT WIDTH v J m WINDOW WIOTH .q W 0 MIAMI-RADE COUNTY 001) APPROVED ON Z �' mmh SEE SEPARATE TE NmA I j � TYPICAL ANCHORS 3 Z n SEE ELEV.FOR SPACING c O at W rn� If___9I 1 I Rif m u ••WWWO WIIZH • • • • •• WINDOW WIDTH o c^y h r� • • • • • • • • • •• • • • • ••• • �< m •• ••• •• • • • •• E.gr.JAVAO AHMAD •� m CML FIA.PE A 70592 0 • ••• • • ••• JCN. 38 .0. • PRODUCI'tUlYIS1�ID• • • • • • • • WcomplyMpwdLt splaft Bu0dingOode//G ��/n/.dwo�• • • •• A�aeplanceNuv"�` :�/ drawing no. • • • 43xDete32015 W11-05 glam de Pro act co 1 sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U EOGfo- DIST. EDGE OISf. METAL f-�� --------i� o TYPICAL ANCHORS STRUCTURE II MIAMI-DADE COUNTY APPROVED II SEE ELEV. FOR SPACING j I MULUON& MULLION ANCHORS I I ; t° I I SEE SEPARATE NOA I I Z � ° / � II I, p` J I EDGE DIST. I P .e -e .. I� ____ !I • p �,�� 75 'a w 15 v I 15 p ti v ALT. --- a K 0dao TYPICAL ANCHORS TYPICAL ANCHORS LL 2 SEE ELEV. SEE ELEV.- Q FOR SPACING FOR SPACING n NI fA w r m O o > a 1 1/4'MAX. C Z 3 li ro SHIMS I ) T. Z J 1S TYPICAL ANCHORS SEE ELEV. FOR SPACING _- TYPICAL ANCHORS o 1'1 j4'a C l ffi Q SEE ELEV.FOR SPACING �W U PRODUCTREWS6O " > WCOB iYhlSwidttheFtoYids Acoeptenco No �•� w m . . . • . • • • o s^o ALT. • • •• • • ••• •• By e Pf uct n rol •0 a m • ' • • • • • • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER E+91.JAVAO FIA.PE B 70592 0 • • ••• CA 3578 �•+ .P I Vii .>. • • •• • • • • • • ---------- 00W, . ° r to• • • • • • •e EDBrowing • • no. ° • • ••• • • s GE DISE. v rr —O`•I Ul5 Iaheet 4 of g ... . . . . ... . . • •• •• • • • •• •s ••• • • • ••• • • I p--2.750 ITEM PART/ QUANTITY DESCRIPTTON MATERIAL MANF./SUPPUER/RNMARES 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 - •500 2 E502 4 VENT 8063-16 -- ---- 3 FY108 AS READ. GLAZING BEM(5/16•IAM.GLASS) 1.330 8083-T6 -- ----------- Z 3 062 3A E505 AS READ. GLAZING BEM(INSUL IMI.CLASS) _ 6063-I6 - 08 -——Lai 39 FY109 AS REOD. GLAZING BEM(7/16'IAM.CUSS) 6063-TB -- --- - -- - 1 4 ESOS AS REOD. SNUBBER-VENr,FULL LENGTH 6063-TG - Q4Q;pp .078 2.821 4A E509 AS REDO. SNUBBER-FRAME,FULL LENGTH 6063-T6 - 1.693 S E506 OPTIONAL SCREEN FRAME - 6063-75 7 #10 X 1-1/4', AS READ. FRAML AND VENT ASSEMBLY SCREWS H WH SMS �j,O u B E203 AS REOD. BULB WEATHERSTRIPPING,DUROMETER 65 SANTO NE ULTIWAO :C 9 E203 AS REOD. GLAZING BEAD BULB,_DUROMETER 65 SANTOPRENE ULTRAFAB VV$(u 10 35.12.00.400 2/VENT 4 BAR HINGE,AT TOP AND BOTTOM STEEL TRUTH,INSTALLED WITH(2)d10 x 5/8'SOS Q q 11 13096.92 1 MULTI POINT LOCK SYSTEM _2_AMAK _ TRUTH qq n FRAME HEAD/SILL/JAMB .12 — 6/VENT KEEPER STEEL 2.384—� 13 - 1/VENT ROTO OPERATOR -_ _---_-._ ZAMAK/STL, TRIRH f grgO 14 PSJ40-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL 1'330 15 FY720 AS REOD. FLUSH FRAME ADAPTER _ _ __ _6063-T6 OPTIONAL 2.688 16 - 3 AMI SAG_SKATE -- _NYLON M&M PLASTICS - ^ �'" .osz n 010 x 1-1/4• z/SKATE FH sos SKATE SCREWS LIQ---�U 18 BB X 3/4' AS REOD. FH SMS SNUBBER SCREWS - IN PAIRS 2-APART,PAIRS SPACED AT 7-3/4'O.C. V 2'094 .500 .372 769 19 - __ 2/-LOE_ SETRNC BLOCK.3/16'1/8 X 3/4 X 4 LONG EPOSILICONE FRANKM)ROMOW 80t5 SHORE A .062 2.813 � 20 F79-50 GLASS SPACER- 1/8•NIGH SILICONE FRANK LOWE I .896 2.611 21 INSUL.GLASS EDGE SPACER ST.STEEL CARDINAL XL tri SEALANT: Z .719 .590 is FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. c3 1 1.582—<+ 1.750 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. z <;�_ O VENT .4930 C3 M m LOCKS: 770 0'-'J ste 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 7 Z 3LL AT FRAME JAMB 3 z LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL O )— FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. Uo J .803 ,pqg 493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES rn W rn m W #33489.00.0001 SPACED AT 12-3/4 O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS t.oa7 L D4 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT a 03 GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X:5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES G .245 c I —1 `.130 HINGES: G ;i e c �3o �- 7801zo 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODULTR6VlBFD a aD3 .045 ti--I I� LOCATED AT TOP AND BOTTOM CORNERS m wmp1p1n8 w11h ft FWds �1.25s-1f FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS Aum 5-04. 6, (� I tnz •• ••• • • • • •• + DA10 ��Z • • • • • f • • a ry"'• m`� •• • • • OPERATOR: By o 3A GLAZMG BEAD INSUL. LAM. GLASS S' B F-R 'd aPro WA rd o C ( ) ® 4 •• •S�IGLE ARM ROTO OPERATOR #52.13.012 8Y 'TRUTH' • ••• •• • • •J 6CATED AT SILL END y 394 FASTENED WITH (6) #10 X 1" P PH SMS FLA. p 70s92 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL En9r JAVAD AHMAD ( ) # FASTENED WITH 2 10 X 1" P PH SMS CML I N Lc • •• � • • *00 .CANN.1538 eD3 pgp i i�� • .Tzo i AI—SAG SKATES: r' • :• • •• • • • � VIf4I•ANTI—SAG SKATES BY 'M&M PLASTICS' drOWlo 1.oa7 •• • •iii • • (2)•AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILEW1 1—05 3B GLAZING BEAD (7/16' LAM. GLASS) ® SNUBBER — VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ,lu{1f J.2015 (sheet 5 of 6 ••• • • • • r•• • • • • • • • • • • • • • •• •• • • • •• •• �U U W O Z O F 14 O g ,4 / o � vi FZ S� of W W v I I W }W z �n N1 m �O oM o!0 J Z 3!.. I � �Z 0 �R ul VENT CORNER FRAME CORNET toR oggi` 12 •• ••• • • • • • •• o° ' W 12 • • • • • • • • • '� "good$ Of •• • • • • ••• • m a m a m • • • • • • • • • fee so Eng,..JAVAD AHMAD •. o Cmc FLA.PE 711592 G/N. 35 • 0:19 •• • • ••• PRODULTRSV4SED � � � • • • • • • • .0. • esmmPt9�8 �� • • • • • • • • Buildh�gCods L�...pq„��I O •• • • Of. • • • • • • AcoePtaweNo �.L • •• • • • • • •• sx 119 Date �POz1 drowin9 no. Mm�d oProduG JU 9 2015 W1 1-05 " sheet g of g ••• • • • • ••• • • • •• •• ••• ••• •• •• •• ••• • • • MIAMFE DE MIAMI-DARE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(TIER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE.(NOA) Nnvw.miamidnde.gov/economy; Eco Windgw 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 AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and Inas been designed to cpmply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series IT,co-Guard 60"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W14-11,titled"Eco-Guard Serlics-60 Alum Horiz.Rolling Wdw.(L.M.I.) sheets 1 through 5 of 5,dated 03/28/14,with revision a dated 05/23/14,prepared by Al- Farooq Corporation,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 :000:0 0000.. LABELING: Each unit shall bear a permanent label with the manufact!urees not 6;C logo, e,4,.state, 0 model/series, and following statement: "Miami-Dade County Product Control Approuad:'q un1ess0othenvise ...•e o noted herein. 000000 0000".. RENEWAL of this NOA shall be considered after a renewal application has been4retloand 000ther�bM'sbeen . 0 0 0000 00:00 no change in the applicable building code negatively affecting the perforniance of this0 0 0 t. . ..- . ... 0..0.9 TERMINATION of this NOA will occur after the expiration date or if there has bcrA.%?evisiorfiear change ...0 in the materials, use, and/or manufacture of the product or process. Misuse,of this NGA om an endorsement 00 of any product, for sales,advertising or any other purposes shall automatically temmnate ;his Mp&&lure 0.00.0 to comply with any section of this NOA shall be cause for termination and removal(f NVA. 0 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami•-Dade et_'ounty, Ftgrjda,;and 0 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 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. NOA No. 14-0403.09 MtAMI•DADECOUNTYj Expiration Date: June 19,2019 Approval Date: June 19,2014 j Page 1 a Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11,titled"Eco-Guard Series-60 Alum. Horiz.Rolling Wdw. (L.M.I.)", sheets i through 5 of 5,dated 03/28/14,with revision A dated 05/23/14, prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked—up drawings and installation diagram of an Eco-Guard series 60 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report_No.FTL-7634,dated 12/09/14,signed and sealed by Marlin Brinson,P.E. I C. CALCULATIONS 1. Anchor verification calculations and structural analysis,,'complying with FBC 51h - Edition(2014),dated 03/19/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 9999.. 1. Miami-Dade Department of Regulatory and Economic Resources XR) ••••;• .. 9999 E. MATERIAL CERTIFICATIONS �'•••• ••• •• 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont D.a* cvaours&tea.,Inc.: for their"DuPont Butacite nU PVR Interlayer"dated 04/11/13:cKl iitng A-1.2W11/16. ••••• 2. Notice of Acceptance No. 12-1231.09 issued to Eastman CheMftAt romnfin jWA) ••••• for their"Saflex HP Clear or Color Glass Interlayers' dated M/28/13,e4fring on " 04/14/18. """ . 4 . . 909490 9999.. 4 4 4 9 F. STATEMENTS ' ' '•'• 0 .. 999 1. Statement letter of conformance, complying with FBC- t"Edition(2014),acid of no financial interest,dated March 31,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER '7ilaw 1. None. Ma ue1,d'et�z, .E, Product Control Exa iner NOA No. 403.09 Expiration Date: June 19,2019 Approval Date: June 19,2014 E-1 74 1/8- 1111,100W MOTH /8"111ND0YrMOTH 10 1/4" a 4 1/4'MAX. MAX. Hud-SILL CORNERS - A 14•� SILL p' I7d 12 �r i Ci Fir B 12 0 JUj m _-�-- FALSE MUNTINS 33 11/16" 33 11/16' n (SURFACE AP 0: MAY BE US D.L.O. (VENT) O.L.O. (FIX. LITE) u' 8 37 1/4' Ss I}w VENT WIDTH $ V) an0 m TYPICAL ELEVATION 8 O CK) V MAXIMUM DESIGN LOAD RATING -+ 55.0 PSF 3Z g (FOR SIZES SHOWN ABOVE OR SWA.LER) - 60.0 PSF 0 }v THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. — W SHUTTERS ARE NOT REQUIRED. O 1/8'HEAT STREN'0 GLASS 1/8'HEAT STREMO GLASS ECO—GUARD SERIES-60 090"Interlayer 090"Interlayer ALUMINUM HORIZONTAL ROLLING WINDOjY sone:dear And Color Glass DuPont Butacite PVB Ely'Eastman Chemical Co.' By'E.I. DuPont De Nemours&Co.,Inc.' $ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o 6 COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS o _MIAMI-DADE_COUNTY APPROVED MULLIONS IN BETWEEN. ---- LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. SILICONE SILICONE 03 THIS PRODUCT HAS BEEN DESIGNED AND TESTED i0 COMPLY Y11TH THE DOW triJ9 DOW 899 NOTE: c m REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VYLACIT••• • • • • F GLASS CAPACITIES ON THIS SHEET ARE HURRICANE ZONE (HVHZ). • • • • !v 22 iv 22 BASED ON ASTM E1300-09 (3 SEC. GUSTS) m oS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRAWFER •• ••• i • •• AND FLORIDA BUILDING COMMISSION o LOADS TO THE STRUCTURE. • • • • • • DECIARATORY STATEMENT DCA05—DEC-219 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAIL$•AACHOR%*• •• -- "' Y Enpr•.JAVAD AHLZ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O: ¢ CML Approved sscolpplylntlxithtlW 'I�v oCHORININGT PART OOR LOADINGF THIS CONDITIONS NOT SHOWN IN THESE D TAILS ARE L. • • 10 • 090 1O f7 CAIL 3892 elda BaIdIAg C e/ yu A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHOR.IWO WOOD ONLY.0 • 0 • , Mi ml Dade Product C:9tro ALL SHIMS TO BE HIGH IMPACT, NON AND NON-COMPBfSSIBYE. • •• • • ,*° •m,,,�, A' GLASS TYPE 'H' y�'�"1 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SC"*THA • ••: ••• 5/16'OWIML LIM.GLASS 5/16'OVERALL LAM.GLASS F j COME INTO CONTACT WITH OTHER DISSIMILAR MAT�RIALS SHALT-MT:ET TE ¢J� aQi4 :.✓, W14-1 1 REQUIREMENTS OF THE FLORIDA BLDG. CODE. _ GLARING OPTIONSQPTjQPJS sheet T of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS �4 u w 1BYI SEE ELEV. META. 1� WOOD SUCK I FOR SPACING STRUCTURE d e e e MIAMI-DADE COUNTY APPROVED m d EDGE OISJ. `�U a"" MULLION&MULLION ANCHORS EDGE Z .° d a FACIE SEE SEPARATE NDA DIST. _EDGE I o 01ST. Io q 3 nig To 17 19 i1 9 " ' TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0iSEE ELEV. 7SEE ISEE ELEV. ��$j W O 6 ' •' ' FOR SPACING FOR SPACING FOR SPACING Z N_g � W000 BUCKS AND METAL STRUCTURE NOT BY ECO WDW.� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i LAND TRANSFER THEM TO THE BUILDING STRUCTURE. (j WEEPHOLES: TYPICAL-ANCHORS• SEE ELEV.FOR SPACING DIA TAPCON BY 'ITW' (Fu-120 KSI,FY-92 KSI) W7 = 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" 1/4" & � FROM EACH END AND AT MIDSPAN 4" DIA ULTRACON 13Y 'ELCO' (FU-177 KsL Fy-155 KSI) a O W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURESj� END AND AT MIDSPAN� 1-1/2" MIN. PENETRATION INTO WOOD a [W� THRU IBY BUCKS INTO CONC. OR MASONRY ys SEALANT: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z�-I N W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DIRECTLY INTO CONC. OR MASONRY 3 z 3f JOINT SEALER. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O t� #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) g W m> w INTO METAL STRUCTURES O STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 12 i i I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) /4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) o � INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') c 9 (NO SHIM SPACE) to is is TYPICAL EDGE DISTANCE 2 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. a, •• •• • • • • • • INTO METAL STRUCTURE - 3/4" MIN. m o © ,s • • • • • • • • > • a • • • • • • +_" CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. `c 23 3 • • 00: • • • ••• • C-90 HOLLOW FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. Emp.'IAV NQIAO CI Approved ar compiyiagxtt6 Wa .L tv i d.. FLA.PE CAN.jg70592 Illorlda Iding e d Date .<y. , t - • • • • • .. $. • .' c '. ,'. ' .• MI ell Dade Product o` 5 TYPICAL• ORS• • •`.: >.. P GE OISie \ . XPAH TYPICAL �� • • •• ' .� • • a� dfOY/l -SEE EI.Etl. SEE ELEY. MAY ?Q14 � 1�h 9 ^ W2 FOR SPN� • •• ,•• ••1BY • I FOR SPACING / W14-11 WOOD BUCK �✓ (sheet 2 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 a�V o8 2 © Do o 04 1/4'MAX. ,SY 1/4•MAX. j; V• SHIM VENT HEIGHT WOOD BUCKS -- SHIM 1/4'MAX. I qaq ,9 7 SHIMS TYPICAL�ANCHORS \2BY WOOD SUCK 4'Q 6O 66 0 TYPICALANCHORSEARS ° FOR SPACING W STRUCTU FOR SPACING 20 12 ' • y SQ W 1 iRdS 1}�� METAL STRUCTURE (( _ - --- ------------ ---------IlL - - I Ci a 21 B 26 D.L.OPG. D.L.OPG. 3 w v TYPICAL SEE ECELLEV. W n A N EXTERIOR FOR SPACING F WINDOW WIDTH _ W XO LAYOUT S U)f?5 rGD `$ O O M r M � �`y 1 lij MIAMI-DAOE COUNTY O APPROVED MULLION _TYPICAL ANCHORS SE SEPARATE NOA SEE ELEV.FOR SPACINI ITG V .. e -- •• ••• • •• g ` { • • •• • • • • • jj C¢ MRDDW VAM • • • • ••• VINDOW WIDTH Engr.JAVC DVILA%1AD vploscd et complying xilh$be FIA.PE 7089 morms Duldlag C e 3 CAN. Date Q • • • • • e • • • • 1111 al Dade Roduct CoQ cot 7 p O ••• • • ••• • • • • • • A' .N�� Rr�f �G Browing no. • •• • • • • • •• `Y V ... •.. . W14-11 sheet 3 of 5 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .050 Tt'P. .324 ITEM PART Q QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REM"1(S V I E53 1 FRAME HEAD 8063-T6 M� F .875 .384 1.203 2 E61 - - 1 FRAME SILL 6063-T8 d .625 .062 050 7YP. --- - .825 .625 3 E82 1 SILL TRACK INSERT _6063-T6 = 0 056 4 E52 AS READ. MOV.FRAME JAMS 6063-T6 2.687 TYP. - '062 .764 5 E51 AS READ. FIXED FRAME JAMB 6083-T6 - (� a. 1.239 .875 .-6_ __E54 1/VENT FIXED MIG.RAIL - 6063-16 - Q g v 10 GLAZING BEAD 7 E66 t/VENT VENT MEETING STILE 6083-T6 8 E56 1/VENT VENT JAMB STILE 6063-T6 p O VENT TOP/BOTTOM RAIL 9 E57 2/VENT TOP AND BOTTOM RAIL 6063-T6 O h k---2.133 10 E58 AS READ. GLAZING_BEAD 6063-T8 1.869 12 SL203P 2/VENT SWEEP LATCH,AT 9-1/2'FROM TOP&BOTTOM - SULLIVAN&ASSOC. 6 a 13 g8 X 5/r 2/LATCH LATCH INST.SCREW -_- ST.STEEL FH SMS 8 14 E63 2/VENT ROLLER HWSING&GUIDE CELCON Q� Ot FRAME HEAD TYP. .082.885 75 E64 2/VENT ROLLER BRASS - Q .875IFF 18 E65 2/VENT ROLLER PIN ST.STEEL .875 r-1256---��{{{ 17 g8%1' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SNS - 4l 18 QS-X3- 2/VENT RX.RAIL SILL SCREWS(SILL END) CRS P.N.SMS O .625 19 V123161 AS REOD. PILE 171TH IMEGRAL FIN W'STRIPPING - ULTRAFAB T1. 5 .625 21 E207 AS REOD. BULB SEAL SAMOPRENE ULTRPFAB, WROMETER 6515 J J m 9 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRFNE ULTRAFAB,DUROMETER 6515 J .078 1 OB JAMB STILE 23 WA2L 2/WDW. WEEP VALVE - PREFERRED ENG.PRODUCTS 3.188 2.017 24 - t/VEM 5/16'BOX SCREEN - OPTIONAL_ � 056 W �- TYP. ta< .500Lp) BIAS 1550 $ Q p M vai Fes--2.133 t1D� Z 3� O2 FRAME SILL 1.125 3 Z 1 O7 MEETING RAIL 8 W 1.719 O 062 625 -- .219 �82 340 1.061 •875 .062 0 R - U3 SILL TRACK TY _ Lasa �$ © FIXED MTG. RAIL Lm e-1.788 .2,8 2 N- • •• • • w • ••• • .062-1 • • • • • • • • • - .062 • ••• •• • • • •• a 2.357 2.259 2.183 Appmed at eomplylag wIt6 thr $ i Engr:JAVAD AHMAO 056 11A.PNE. 70 2 Florida 0014M LTYP. •I • • • • • •f• N' NjoIA7l� •_� • • • • • • s A aml Dade ProduN Y $ .825 • • • • • • • dravving no }^-2.448 -d1 • • • •44 ..• ..• )2014 �' W14-11 Qa MOV. FRAME JAMB �s FIXED FRAME JAMB (skeet-4-of 5 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 0 8� JUJ o FRAME TOP CORNER J N 2f & W � VENT TOP/BOTTOM CORNERS x to f a � 00 r7 M N Z Sty N �I LLI 0 c� 0 �. .grgt1 •• ••• • •• ••• •• • • • •• of 4 EMp:JAVAD CAF8aA0 ipp,oveil us cronepS)9ug ivllh Ilu 'i t FM PE t }g ••••••• •• • • • • • Q�150592$ 4YI AP�smt � C e CAN.• • • • • Li J Mt! b38 • •• ;W&OTOM CORNER •• ••• ••• ••— gdW raw1^i4 ng- 1noa1. FIXED MTG. RAIL CORNER • ahatst 5 of 5 ••• • • • • ••• • • • • • • • • • • • • •• •• • ••• •• ••• •••• ••• •• • T MIAMI•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nnymmiamidede.lov/economy 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 I by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT: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 D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dude 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 beerifi10and thdre has been " no change in the applicable building code negatively affecting the performance of this product. •••••• •• Meso .... ...... TERMINATION of this NOA will occur after the expiration date or if there has b=Czrevision o;change. in the materials,use, and/or manufacture of the product or process. Misuse of this NQA as an etAwgement• of any product, for sales, advertising or any other purposes shall automatic lly terminate this 90AT Failure••••• to comply with any section of this NOA shall be cause for termination and r�moval ofl"t. • ••• ••'••• . ...... ADVERTISEMENT: The NOA number preceded by the words Miz!mi-Dada.N unty, FI•orida., and •• followed by the expiration date may be displayed in advertising literature. If any pe*n of the 1JOA is••••;• displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by dtti manufaiturtr pr its •••• distributors and shall be available for inspection at the job site at the request of the Building Offi0d. • This NOA revises NOA#14-0317.03 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.15-0715.10 MiAMFDADE CouNTY Expiration Date: June 17,2019 Approval Date: September 03,2015 Pagel Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SlIBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets I through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by 3avad 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 97 1/4"wide x 96 1/8"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 NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FPC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8" 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 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 NOA#09-0413.08) ; ••• :00900 ••••;• 4. Test reports on: 1)Large Missile Impact Test per FBC,;TAS 20T-94' .•'••. •• 2) Cyclic Wind Pressure Loading per FBC,TAV201-94 along with installation diagram of a 48 1/4"wide x 96 3/8"higb jjgo-Guarc�%jQ0 ;••••; aluminum circular arch top fixed window,prepared by ' urricaxcF$ginee?rikg 2 ..... Testing Inc.,Test Report No. HETI-08-2193B,dated 0 /15/09;�SiMd an�•se•�lgd by ..... • Candida F.Font,P.E. (Submitted underNOA#09-041 .08) " " •"';• 5. Test reports on: 1)Large Missile Impact Test per.FBC, AStSf�•4 •• ••• • 2)Cyclic Wind Pressure Loading per.FBC,TAS 2D3-94 ;••••• • along with installation diagram of a 47 5/8"wide x 96"high goo-Ward series 3D0 :*so*: aluminum triangular top fixed window,prepared by Hurricane Engineering&•'1+esting Inc.,Test Report No: HETI-08-2194,dated 01/15/09,�signed and sealed b Candido F. Font,P.E. (Submitted under NOA#09-0413.08) I At Manuel Per E. Product Control E a ' er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coN muFD) 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 NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite@ PVB GIass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.America,Inc.for their "SentryGlas@(Clear and White)Glass Interlayers" dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5'"Edition(2014),and of no L financial interest,dated July 8,2015,issued by Al-Farooq Corporation,signed and .... •• sealed by Javad Ahmad,P.E. " 0000000 06 666.06 .0.4 000000 6666 6.666. G. OTHER •••••• • . 6666 . 1. Notice of Acceptance No. 14-0317.03, issued to Eco Wi dow%yachs,LI•C,fnr'their.6.6. Series"Eco-Guard 300"Aluminum Fixed Window—L. I., apV"md onj04/j0#14 ••:•• and expiring on 06/17/19. " " 6606 0 ....0. . . . . . 6 0000.6 ..6666 . 0 . .0000. .. ... 6 . . Manue Pe ez, .E. Product Control am' er NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 2.698 It u I .062 WINDOW WIDTH �!� 1 FALSE 1.QO2i .8!.1I0_350--aq1upp114•- �II-^_�Ij_—•tuClT3 � 2.61 t �MPLIO -NS D=_.=L.=�==O�=P=G=_=.7a(SURFACEADL) OA lz 875 1.0 —A .082 FLUSH FRAME ADAPTER 2.750 FRAME HEAD/SILL/JAMB .750 Ii�iIiII1III11IlIIitIirIrI ^0C1 u�6gLGUJVJ n�Kr gig oTfl.1 F GLAZING BEAD a 1.070 .375 .0503 gN$tD{ n Q3 ANCHOR COVER 3 O oM I 8'MAX. 12'MAK. z CORNERS HEAD/SILL O TYPICAL ELEVATION o ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER a CHARTS SHOWN ON SHEETS 2. GLASS D.L.O. DIMS, 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. HEIGHT - WINDOW HEIGHT - 3.625' o u R k D.L.O. WIDTH WINDOW WIDTH -- 3.525" 9 ?d!? COMBINATIONS OF FIX./FDX. OR FIXED WITH OTHER K _WINDOW_TYPES IN.MODULES OF TWO OR MORE WINDOWS USBIG- — N11,11, MIAMI-DADE COUNTY APPROVED'MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. •• ••• . • • • • •• m o_ "1R o THIS PRODUCT HAS BEEN DESIGNED AND TESTEQ Tl COMPUrj_WfTF1 4E j REQUIREMENTS OF THE FLORIDA BUILDING CODE R CLUDIN(b H•VEwCI • ••• • <m u o HURRICANE ZONE (HVHZ). • • • • • • • • • - -- - WOOD BUCKS BY OTHERS, MUST BE ANCHORED PAOPERLI??O TROMFER • • • •• (� LOADS TO THE STRUCTURE. ---- - ----- Q ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS,ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. DV...MI�ARM PRODUCTREVISBD EMBEDMENT TO BASE MATERIAL,SHALL BE B NDDRESSIN OR CCO. SHUTTERS ARE NOT REQUIRED. l pu pg 70892 a m1plyin 'At61heFTmfh Ja L• • ••• CAN. Huddle Code Acce15-40 ANCHORING OR LOADING CONDITIONS NOT S:IOVAC IN:HESE DETLS•ARC • • • • p °DML A00116 NOT PART OF THIS APPROVAL •• • • •• • • • • • • b A LOAD DURATION INCREASE IS USED IN DESIGIV OF AWHORS WTOGROOD ONLY. • • •• B7 000 • ••• • • • M aft drawing no. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT 10 2015 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W09-20 REQUIREMENTS OF THE FLORIDA BLDG. CODE. - --- sheet 1 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN WAD CAPACITY -PEP DESIGN LOAD CAPACITY-PSFV � 3/16'ANN.GLASS 3/16'HEAT STREWD.GLASS WINDOW DIMS. GUSS TYPE'C' GTAS9 TYPE'D' WINDOW D1MS. OUSB TYPH'C' GUSS TYPE'D' �� N 090•Interlayer .090•Interlayer WIDTH(W) LENGTH(L) OR.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH(W)LENGTH(L) EXT.(+) INT.(-) -.(+) 1NT.(-) O Butac(Le PVD SentryGlas 24' 754 80.0 80.0 90.0 28-1/2' 75.0 Bob 80.0 90.0 By'Kuraray America,Inc.' By'Kuroroy America,Inc.' 30' 75.0 80.0 80.0 90.0 3Y 75.0 Bob 80.0 90.0 3/16'ANN.GLASS 3/16'HEAT SIREN-D. GLASS 36• 75.0 80.0 804 90.0 53-1/8' 2B• 75.0 Bob 80.0 90_.0 42• 3, 75.0 80.0 604 90.0_ _ 74• 7&0 80.0 Bob 90.0 p SILICONE SILICONE 46• 75.0 80.0 SOA 90.0 26-1/2• 76.0 BD.O 80.0 90.0 u -DOW CORNING 899 DOW CORNING 899 GE SCS 2000 GE SCS 2000 54' 7&0 80.0 80A 90.0 37' 38-3/8' 75.0 60.0 80.0 90.0 �r p 80' 75.0 80.0 Bob 90.0 53-1/8' 75.0 80.0 60.0 90.0 � n >I S2 i I =�( L 88• 75.0 80.0 50.0 90.0 74• 75.0 80.0 80.0 90.0 g f •t - ��yy )a a 1 !� )a co 4 I Ij 72' Tao 60.0 Bob 90.0 26-1/2• 754 80.0 80.0 90.0 Z a� \ I I• 5 I' 1• 5 G 24• 75.0 80.0 80.0 90.0 37' 75.0 Bolo 80.0 _90.0 !1 !i AT 1/4 POINTS !i !i AT 1/4 POINTS 50-518' - 04 h 8 ON LITES WIDER it !i 8 ON UTES WIDER 75.0 80.0 80.0 800 53-1/8' 71.3 78.0 80.0 90.0 p THAN 36'ONLY THAN 38'ONLY 36' 75.0 80.0 Bob 90.0 74' 71.3 73.1 80.0 90.0 42' 4V 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 48' 75.0 60.0 80.0 90.0 3Y 63• 75.0 80.0 80.0 90.0 b l l #8 X 1-1J4•SMS #8 X 1-1/4'SMS 84' 75.0 80.0 80.0 90.0 53-1/8° 67.9 725 80.0 90.0 0 -AT 3-1/2 FROM ENDS AT 3-1/2'FROM ENDS 80' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 AND 10'O.C. MAX. AND 10.O.C.MAX. Or 75.0 80.0 80.0 90.0 3Y 76' 75.0 80.0 80.0 90.0 J V GLASS TYPE 'C' GLASS TYPE 'D' 72' 75.0 76.8 80.0 90.0 53-118' 67.9 89.s 80.0 90.0 J 24' 75.0 Sob 80.0 90.0 GLAZING OPTIONS - $ so• 75.0solo 80.0 solo V1 36' 75.0 80.0 80.0 90.0 }�--W-� , 42' �, 75.0 80.0 80.0 90.0 � I 48' 75A 80.0 80.0 90.0 I I S4' 66.8 71.3_ 804 90.0 g �jj� 60° 80.2 84.2 804 90.0 L 00" 0 86' 60.2 64.2 80.0 90.0 WIN WINDOW l W.WIDTH 72' 60.2 84.2 80.0 90.0 za° 75A eoo 80.0 90.0 75.0 80.0 80.0 90.0 3 % O d. I I I I 36• 75.0 80.0 solo solo U"I 42' 72' 75.0 80.0 1 60.0 90.0 1' _75.0 76.6 80.0 90.0 higg1 3 I I I I 54' 69.8 71.3 solo 90.0 �TTIIC LLY OR HORIZONTALLYASSHOWN SAL M. L_ -J go. 60.2 64.2 80.0 90.0 24' 75.0 80.0 80.0 90.0 WINDOW 1 1 WINDOW WIDTH_, WINDOW WIDTH 30' 75.0 80.0 80.0 90.0 o M. 75.0 80.0 80.0 90.0 Sd E$E 70.0 70.0 80.0 _ 90.0__ - - § aa• e5.6 65.e solo solo �$ I I % 54• 64.3 64.3 80.0 90.0 I I I 24• 75.0 80.0 80.0 solo 30' 75.0 60.0 80.0 90.0 u m • • • • • • G • • 38' s8• 75.0 76.2 60.0 90.0 NOTE' R c o v • •• • • • • • •OLJ 4z' 64.6 64.6 solo solo GLASS CAPACITIES ON THIS SHEET ARE 0<w a a wINlww WIDTH wlN�w WIDTH. • •an • 9� ,8• s9.s 59.s 6oA solo BASED ON ASTM E7300-09 (3 SEC. GUSTS). 24' 75.0 80.0 80.0 90.0r- r- � 30' 108' 75.0 80.0 80.0 90.0Engr.JAVAD AHYAD PRADUCTRIiVISBDI. _. I36' 74.5 74.5 80.0 90.0 , NML0592pildi�Cod ��lo• • 42' 81.5 81.8 80.0 90.0 Attrptw�co Na 15-o Iy)0 24' 754 80.0 804 90.0 E imHon Detar�l1 • • • • • • • • • - Ni • •• • • • _ .•- •• 30' 120' 75.0 804 80A 90.0 � ALLOWABLE LOADS FOR ALTERNATE MPS AS%HOWN A VOR SIMILAR CAN 21E • 36' 74.5 74.8 BOA 80.0 ,J Nndmi adc o�G�clCon I drawing no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS JU LEI 2015 wog-2d SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheat Qof 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 TYPICAL ANCHORS BY i WOOD BUCK SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS D BUCK 'V 8 DSG STRUCTURE? SEE ELEV. FOR SPACOR p 4 e .<a o' 4 a a.a.e I' _ I I�UWI ON DE COUNTY APPROVED M111 ANCHORS WOOD RE $N ° SEE SEPARATE NOA Z . �. d iiFG44i Z a # v! Z 3 !� It SEE ELEV.CAL FOR SPACING TYPICAL ANCHORS G m SEE ELEV. FOR SPACING !' ! WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORS: SEE 0XV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' De uLTRACION BY O' (Fu-1177 KSI,F1-155 KSI) J $ Il lj AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD N ji THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY a 4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3M r W 414 SMS OR SELF DRILLING SCREWS (GRADE 2 ORS) k i INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") W It !I INTO METAL STRUCTURES O Z STEEL ; 1/8" THK. MIN. (Fy = 36 KSI MIN.) ' d ALUMINUM ; 1/8' THK. MIN. (6063-T5 MIN.) I U !i 'i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t� TYPICAL EDGE DISTANCE !i li INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. it 'I INTO METAL STRUCTURE = 3/4" MIN. A i I c WOOD AT HEAD, SILL OR JAMBS SC a 0.85 MIN. ° $o y i CONCRETE AT HEAD, SILL OR JAMBS Ye . 3DOO PSI MIN. C-90-H0L60W/FILLW BLOCK AT-JAMBS-1'.. -1300-PSf-#IN:- - i? i Ia !i !i 2 !! ! •• •J • • • • • • •• SEALANT: o • • • • • • • • • Vin= li • • •• I • • • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH •• • • I Ia• ••• • JOINT SEALER. m u o Vil 1 E^g.JAVAD AHWAD PRODUCT RBVISIIDCIVIL v� 4<` < FU. 70992 m complying w0h ftFlalda • •° t a.••. • • as'•f, CAN 38 Building Code d •• • • • • • .•• p BY • .'q i • •TYPICAL AlId1tlR5 • • •' .. 1 TYPICAL ANCHORS R22 drawing no. . SEE El".FOR SPACING WOOD BUCK FOR SPACING SEE ELEV. JUT. , Y0 1 5 W09-20 sheet 3 of 5 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ITEM III PART 0 REQD. DESCRIPTION MATERIAL MANF./SUPPI=/REMAR%S 1 EY301 2 FRAME HEAD/SILL/JAMB 8063-T6 - 2 FY302 AS REOD. GIAVNG BEAD-7/16'GLASS 6063-76 - II 3 FY303 AS READ. ANCHOR COVER 6063-T5 - 1/6'THK. 6 Z 3 ALUM STRAP J 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB ' 5 FLB-50 1 GLASS SPACER- 1/6'HIGH SILICONE FRANK LOWE a 6 /10 x 1' B FRAME ASSEMBLY SCREWS CRS PH SMS I a 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL B - 2/LITE SETTING BLOCK EPDM DUROMEIER BSfS SHORE A �,C iU8(rjW >� g � � 3 114 a a Z U WELDEO JOINTS ju l MIAMI-DARE COUNTY C A PPROVED MULLION TYPICAL ANCHORS RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERSSEE SEPARATE $ SEE ELEV.FOR SPACING n CORNER DETAILS '4d �m m �+ 00-) - Z3, TYPICAL ANCHORS SEE ELEV.FOR SPACING WINDOW WIDTH WdJDOW WID1H 1/4'MAX' ft 1/4'MAX. SHIM a 1/4'MAX. © SHIMS TYPICAL ANCHORS ' c SHIM SEE ELEV. TYPICAL ANCHORS o Fo FOR SPACING SEE ELEV. W FOR SPACING11_ y R v o a. •• ••• • • • • •• C mm STRUCTURE H 9 n • • • • • • • • METAL p � `O WOOD K R _ WOOD STRUM - Engr.JAVmAHMAD PRODUCT REVIS[� T U. r 70eti2 03COMPIftIvlthMeRludd¢ •• F • • • ••• --- . 3SJ8 Buildiug Code d s • • i • • • • • • ABY AcereIanceNo g • • • • • • • T WOOD BUCKS ilton Dare Dlq o ', 1 s• • • T►XTJRT�P. • • • • •• • • • • • •• By •• • •• O.L.CPG. • • 9 eProdux drawiffnffg rfno. _WINDOW TMDTN _ 1 o zo�5 wo.7`2V sheet 4of 5 • •• •• • • • •• •• W STRUCTURE TYPICAL ANCHORS TYPICAL ANCHORS MWdI-OADE COUNTY APPROVED SEE ELEV.FOR SPACING SEE FOR SPACING MUI.UON&MULLION ANCHORS -° SEE SEPARATE NOA Q l. . . I Wo UU01 d CA) ALT. Q R O TYPICAL ANCHORS '�4 SEE ELEV.FOR SPACING al. Z s JU � U J I In Nn 00 OM 1/4o MAX O Z J SHIMS ALT. 3 Z 8 W;;m .74 TYPICAL.ANCHORS C W SEE ELEV. FOR SPACING d ° •• ••• • • • • • •• _ c o� m © • • •••• • • • • • Ho"� • • • • • • • g o 0 0 ALT. •• • • • ••• • �a m ••• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER E g«-AVAD A MAO PRODUCT REVISED CML m complying with the PImW& '!v FLA.Pti 70592 building Code ! pO • • • • • • ••• • •t• C.A 7578 n«epteaco No 15-0 I .IO s. • • •• • • • ! • • ° i •• • • • • • •• JU l 0 2015 M . ° By •TYPICAL MONORS • • • iutu Ptadlrct ;drawing no. SEE ELEV.FOR SPACING / W09-20 sheet S of 53 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • r MIAMI-DADE MIAIVII DARE COUNTY RM I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economy 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--bade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 50"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-40, titled `Tco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A" dated 11/25/14, prepared by Al-- Farooq Corporation, signed and scaled by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Section 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. 0 • RENEWAL of this NOA shall be considered after a renewal application has been filed and thele has teen no change in the applicable building code negatively affecting the performance of thisrodutct. 0000 '. ... ...pian ...... TERMINATION of this NOA will occur after the expiration date or if there has been..*a revision or F ga .seese in the materials, use, and/or manufacture of the product or process. Misuse of this NQA its an end4rSement of any product,for'sales, advertising or any other purposes shall automatical y termlaat"Tiis NOA.FAflure sees. to comply with any section of this NOA shall be cause for termination and re oval of XQA. . ... ..:..' ADVERTISEMENT: The NOA number preceded by the words Miami--Dadc"Cddnty, Flcit da,'and followed by the expiration date may be displayed in advertising literature. If any'.pouliok of the 140A is displayed,then it shall be done in its entirety. •••• • INSPECTION: A copy of this entire NOA shall be provided to the user by .Oe.rrtanufactucer.of its :••• distributors and shall be available for inspection at the job site at the request of the Building Official!•• This NOA revises NOA No. 12-0820.08 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 Jaime D.Gascon,P.E. MlAMFDADE COUNTY NOA No.14-1212.02 Expiration Date: November 21,2017 4 Z 1� Approval Date: Apri102,2015 Pagel Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE Si NIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A" dated 11/25114, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type "A-A"Window,Grade 10,Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1,TAS 202-94 7) Standard Test Methods for Deglazing'Force of Fenestration Products per ASTM E 987-88 (2009), 8)Standard Test Methods for Determinaition of Operating Force of Sliding Windows and Doors per ASTM E 2068-00(2008) along with marked-up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6951, dated 07/02/12, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 12-0820.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 11/18/14, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 ••• • .. . sees • D. QUALITY ASSURANCEe • ...... .... ...... 1. Miami-Dade Department of Regulatory and Economic sour",S ER). ' sees* •s•• sees sses sees •ssse •*sees • ••e se••s • • • • • *000 •• • ••sees • e•••ee • • e•••e• • • • •0000• i Jaime D.Gascoikp.E. Product Control Section Supervisor NOA No. 14--1212.02 Expiration Date: November 21,2017 Approval Date: April 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SU MITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman!Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 510 Edition (2014), and of no financial interest, dated November 18,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FT1-6951, issued by Fenestration Testing Laboratory,Inc.,dated 07/02/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted tinder NOA No.12-0820.08) G. OTHERS 1. Notice of Acceptance No. 12-0820.08, issued to Eco Window Systems, LLC for their Series "ECO-Guard 50" Aluminum Single Hung Window — L.M.I., approved on 11/21/12 and expiring on 11/21/17. ••.•.• •••• **Goes Goss Goes G•G•s ...e•G G s.G ..•.• .. .. .. . .G.•.. • . •0000• Jaime D.Gascon,-P;E. Product Control Section Supervisor NOA No. 14-1212.02 Expiration Date: November 21,2017 Approval-Date. April 02,2015 E-2 DESIGN LOAD CAPACITY- PSF Pi FLANGE DIMS. 6/18'LAM.GLASS 53 1/8' WIDTH HEIGHT EXT.(+) INT.(-) WINDOW WIDTH 19-1/8' 55.0 60.0 47 3/4' 1 26-1/2' 26 55.0 60.0 D.L.O.(FIX. UTE) 37' 55.0 _60.0 44• (4) 55.0 60.0 10 s 1/2'MAX. /2' 53-1/8' 55.0 80.0 MAX. 1/8'ANN. GLASS HEAD A HEAD 19-1/8" 55.0 60.0 CORNERS l. a 26-1/2' 38-3/6" 55.0 60.0 .090'Interlayer 37' 55.0 60.0 Saflez Clear And Color Glass _ 0 44' (4) 55.0 60.0 By 'Eastman Chemical Co.' _ � lay 53-1/8' 55.0 60.0 -1/8"ANN. GLASS / 8 m \ 19-1/8" 55.0 60.0 �X D z6-1/2• 55.0 60.0 50-5/8' - --- SILICONE cmv OI.: 37' (5) 55.0 60.0 i m DOW 899 -4 44• 55.0 - 60.0 18 ° G \ ..I l 53-1/8" 55.0 60.0 = 0 19-1/8' 55.0 60.0_ ^m m S -� 26-1/2' 55.0 60.0 z 37' � 55.0 60.0 55.0 60.0 m 53-1/8' 55.0 60.0 8 ii W R 19-1/8 55.0 60.0 \ 23 vi 26-1/2•' 76" 55.0 60.0 55.0 60.0 GLAZING DETAIL, w 44' 55.0 1 60.0 NO ANCHORS AT SILL N a0 FALSE MUNONS s (n r •NO. IN PARENTHESIS INDICATE NO. Of (SURFACE APPLIED) 1 3 M N ANCHORS PER JAMB. OPTIONAL 47 3/4' Q o M m D.L.O. (VENDLI Z^ti 50 1/8' ego" j; uy� VENT WIDTH I CI a"�' :% o!V.-lad TYPICAL ELEVATION W mm ECO-GUARD SERIES-50 TESTED UNITS --� ALUMINUM-SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. of APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 15 -Q COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER - _ C - - WINDOW-TYPES--IWUODULES-OF-M DR-MORE USING - ----- - - -. m MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. iA < • • • • • • • •,',�*Y'PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c- •• • •• • Rc01jIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • •HURRIQANE ZONE(11VHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.1 •• ••• •• • • •We& BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. I n S LOADS TO THE STRUCTURE. Ert9r.JAVAD AHS m a PRODUCT R[iVISED ' a ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS FIA,PE 70592 mcanVIYis9with010Florida c 3 IVIL BEDAAFNi TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ••• • • •�7-• c.a.N. 38 Baildi�Ig Cock Aoce 1a11Le No • • • • • • • •ANCHORIWG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE P � I?..02 � NOTE: • • • • •NIX PAFR OF THIS APPROVAL. Explr I)D /rJ .$ v GLASS CAPACITIES ON THIS SHEET AF�E•• • • •• • • • • • • (/ o BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• • • • •AA.OAO OHRATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ZD14 Bydrawing no. ! Miaan AND FLORIDA BUILDING COMMISSION ••• ••• • �AATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W12-40 DECLARATORY STATEMENT DCA05-DEC-219 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheat 1 of 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � 1BY I �ANCHORS TYPICAL ANCHORS 2 N(0\ SUCK WOOD BUCK_ 1 .FOR SPACING - FOR SPACING Fr________________�'7 OWOOOOD "fRS�U TORE �g 4 a _ ,Q.a °. I MIAMI–DAOE COUNTY APPROVED I cv °a EDGE DIST. -°m METAL I I MULUON&MULUON ANCHORS ° a a EQCE STRUCTURE INSEE SEPARATE NOA EDGE f' Z I I Q 1• DIST. I I EDGE F DIST, I I � � a1 O 0 U M TYPICAL ANCHORS TYPICAL ANCHORS >Q SEE ELEV. SEE ELEV. n O� FOR SPACING FOR SPACING GGG 00 d WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. �---� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U o 1 TYPICAL ANCHORS: SEE ELEV.FOR SPACING m _ OPTIONAL To 12 SPRING LATCH ,1,/4° DIA TAPCON BY 'ITW' (F-125 K51,Fy=100 KSI) _ Ld in ,1,/4" DIA- ULTRACON BY 'EI-0O3 (FV=177 KSI,Fy-155 KSI) IW- a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w O r1 1-1/2" MIN. PENETRATION INTO WOOD N � THRU 1BY BUCKS INTO CONC. OR MASONRY 12 0 o,"1T o W 4rl 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 6p J v. Z tl � _I DIRECTLY INTO CONC. OR MASONRY o 3 W 11e 1-1/4" MIN. EMBED INTO GONG. OR MASONRY 3 Z O 1/4* DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) o U w INTO METAL STRUCTURES W Ld rn F STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) o J ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) p COr INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. n .090`) o (NO SHIM SPACE) C - - 13 TYPICAL EDGE DISTANCE ° I INTO CONCRETE AND MASONRY = 2-1/2" MIN. Is INTO WOOD STRUCTURE - 1" MIN. 15 • •• • • • • •• c d+ ' • • • • • • INTO METAL STRUCTURE = 3/4" MIN. c o� 1 N •• • E ••• •• WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. i 6 © 2P • 'g • • • • • • CONCRETE AT HEAD, SILL OR JAMBS T'e- 3000 PSI MIN. •• • • • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS rm - 2000 PSI MIN. Engr.JAVAO AHMM) ab t o CML PRODUCTRP.VISBb FIA.PE 70592 0.9 COniPlyiU8*ithlhe FI0dda I \ I • a°°••p a a.• • • ••• C.A.N.t Building Code ° • .•' •?, • • • • • • Acceptmlce No�N•I_L.y��_ � Aae . G -q a • • • o • • • • • C+sb:«Num c N1G�/T�/7�Iw/�� 8 0 '� • •• • • • • • •• SEALANT r , _- -� ° a 15 DY ' '�.... drawing no a -e ••• • ••• • • • � 2Q14 Mieln - 3/4'LANG WEEP NOTCH ALLJOIJOINTS AND FRAME CONNECTIONS SEALED WITH W1 2-4.0 AT EACH END aheeL 2 Of 4 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O ITEM 6 PART j READ. DESCRIPTION MATERIAL MANP./BUPPLHR/REMA � RE3 g 1 ESt t FRAME HEAD 6063-T6 - 1 2 E52 1 FRAME SILL 6063-T6 - Z 3 E53 2 FRAME JAMB 6063-T6 - 4 E54 1 FD(ED MTG. RAR 8083-T6 - 5 E55 1 VENT TOP RAIL 6063-76 - 444Q Fl 6 E56 _---1 VENT BOTTOM RAIL 6063-T6 - _ - _ _ U 7 E57 2 VENT SWF RAIL 6063-TS - 8 E58 AS REOD. GLAZING BEAD(5/16'LAM. GLASS) 6063-T6 - Ra' 9 E59 2/VENT SASH STOP 8063-75 - V h 12 SL203P 2/VENT SWEEP LATCH ZAMAK SULLIVAN do ASSOC. Str 17A I6 X 5/8" 2/LATCH LATCH NST. SCREWS Sr. STEEL FH SMS L n df 13 FY-113 2/VENT SPRING LOADED LATCH 6083-TB ALTERNATE TO SWEEP LATCH re 13A - I/LATCH LATCH SPRING ST. STEEL - a MIAMI-DAOE COUNTY TYPICAL ANCHORS 14 g8 X 1 AS REOD FRAME&VENT ASSEMBLY SCREWS CRS PH SIRS APPROVED MULLION SEE ELEV. FOR SPACING _._._--__. _ f5 E207 AS REDD BOTTOM RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAB SEE SEPARATE NOA Q 16 E203 AS REOD GLAZING BEAD BULB SVJTOPRENE ULTRAFAB - --� I F---T 18 W23181 AS RECD. FIN SEAL W'STRIPPING - ULTRAFAB II I 20 - 2/VENT BLOCK AND TACKLE BALANCE I I 21 E60 2/VENT SASH CAM NYLON V -3 ,! - _ --- 22 - 1 5/16'ROX SCREEN - OPTIONAL 23 -- 2/UTE BERING BLOCK EPDM DUROMETER 85±5 SHORE A i V it II N v' 11 II I W - L___J N co I m� � N10 WINDOW WIDTH � WINDOW WIDTH Y_J 00M I _ :� O•'J � TYPICAL ANCHORS zI3 3 I SEE ELEVPAC. L m FOR SING O $ (I) i 1/ MAX. �✓ 1/4'MA)' 18Y 1/4•MAX. O SHIM VENT WIDTH SHIMS WOOD BUCKS SHIM FT I 18 ff= 7 _. _- _ -- .._ —__ _ 20 v o_ TYPICAL ANCHORS TY IIC ANCHORS o R SEE ELEV° FOR SPACING FOR SPACING v m m _ _ ___ _ .. w w STMETAL a 4vii-—00 ie O to •• ••• Eax•fERZOR• a •• 3 >I — Enqr.JAVCIVIL D PRODUCT REVISED • •+• •D.L.OPG. • ••• FTA PE R 70582 %+oamPlyir�g with lho Florida o 3 CAN.'S3 E= Codo S Aa loom No 6 • • • •vnrTooT�vAo • • • eP ^l /2.OrL yb, -- • � --t- - Q,Xpimitan Delo �� e • •• • • • • • •• ` o ••• • w•• • • • C 201 B`leM-IA=0n0Zm �- ' Browing no. W12-40 ' sheet 3 of 4 ••• • • • • ••• • • • • • • • • • • • • }�-2.183 1.239-1 4ftu w I 14 id 062 I � 2.133 N 1.344 .531 Z i .625 •� i I I 875 �J o A U FRAME HEAD .6251 i .875 2.687 ,0 1- .062 V Gt n 1 -T- - C FRAME JAMB Q'& { nao 625 I C�h� 050 1.7119 .324� i r Iy0 1.094 �' .� .625 ..e110-,nc lyP I � 0' .082-q 1 061 �.769 Io- � (---� C FIX. MEETING RAIL GLAZING BEAD g U o 1.050 1.203 VENT TOP CORNER , m 058 .6252 W n 1'125 FRAME TOP CORNER TYP. -� N w � 1.750 .050 TP. 875 j szs N I .J84 J -I 062 ^ O O r7 .875 VENT SIDE RAIL � N C VENT TOP RAIL 975- 14 a 3 Z �•+--1.695 r �-�- �-:, 1.016 .625 x.052 / �-D '.56 1.125 1.869 O SASH STOP 1.247 0 .875 ® VENT BOTTOM RAIL - -- 1.aa5 1.254 •078 VENT BOTTOM CORNER 2.2s9 •• ••• • • • • •• (� w� • 9 • • • ••• • ��a 1788 i3 SPRING LOADED LATCH F FMME BOTTOM CORNEROTTOM CORNER E.9,.,1uVA0 AHkM1D 2.448 l%0DUC1'REVMJ8D n $$ FLA PES 76592 as complying with the FknW 8 3 • ••• • • • ••• CAN. 538 8oilding Code • • • • • • • • • • AccolNance No 056 • • • • • • • • Eanimtian Date /y M TYP. •• • • •• • • • • • • - 11.' 2.357-- ••• • ••• • • • •�+ n c um drawing no. � O FRAME SILL 2 2114 W12-40 sheat ¢ of ¢ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION Qaaw 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamldade.2ov/economy ECO Windows Systems,LLC 9114 N.W.1061h Street, Medley,PL 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 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'Lone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.T. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,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 Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 .See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall 9999.. not to exceed 37". See locking options I &2 in sheet 771. • 0 • *000 •0••• 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB and gtitss type G1 t0ftited to •. 9 Insulated laminated glass w/.090"Solutia interlayer. 689:6e 9999 99990. 900909 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logq.pity,state.gndseries aQd 0•• following statement: "Miami-Dade County Product Control Approved",noted herein. 0 9 0 0 0 0 : 0000 0000• RENEWAL of this NOA shall be considered after a renewal application has been filed lui *ftre haC hgerf ao ••:0.0 change in the applicable building code negatively affecting the performance of this prodUt.::. 0 0 0000:0 00 :0 TERMINATION of this NOA will occur after the expiration date or if there has been ireVIsibn or c,}rangp in the....;. materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement$f My produat, for sales,advertising or any other put-poses shall automatically terminate this NOA.Failuo o&to comply wilily any ;9 9 9 9 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#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Isliaq I.Chanda,P.E. NOA No. 15-0603.13 MIAMI-DADE COUNTY Expiration Date: March 20,2019 Approval Date: October 15,2015 Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,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-2014(5t1 Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. 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 Kuraray America,Inc:(FOMer E.I. DuPont " DeNemours&Co.,Inc. for the"Butacite®PVB interlayer", expiring ori 12!1 l/16t:::*• •• ...... .... ...... 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Cgnm y(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",exeiring on 05/33/16oases: 3. XL Edge seal System 201 SS spacer by Cardinal IG. •••• •• ••••• a F. STATEMENTS .. .. • . .. ...... 1. Statement letter of conformance to FBC 2014(5t1 Edition) and letter of je--prdncial intePest, . •, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed b�Javad Ahn&4JyE. """ 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&•1esIng,Iric�,gigned arid•••; sealed by Rafael E.Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No.15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 1/8'HEAT STREN'D. GLASS 3/16'HEAT STREN'0.GLASS 411 .090"Interioyer 090°Intorloyer I\ Butocite PVB Butadte PVB By'Kuraray Americo, Inc.' By'Kurcroy America, Inc.' Z 3 J 1/8"HEAT STREN'D.GLASS 3/18"HEAT STREN'D.GLASS SILICONE �" SILICONE "CC o z DOW CORNING 899 z m DOW CORNING 899 ^ cr io 26 io 26 � I eR LL m 14 VVV a SETTING BLOCKS AT LAM.GLASS g READ.FOR WIDTHS EXCEEDING 36"ONLY. zCt NOTCH CLEAR RING BEAD LEG TO Q a l l GLASS TYPE 'GI' GLASS TYPE 'G2' 0 � U o J m 1/8'TEMP.GLASS Q J 5/16'AIR SPACE 2i Uj w 1/8"HEAT STREN'D.GLASS W 090"Interlayer Saflex Clear And Color Glass w Ely'Eastman Chemical Co.' �' ffN��00 n 1/8" HEAT STREN'D.GLASS 3 u7M O O M N SILICONE o" 1 N DOW CORNING 899 Z Li ro ST. STEEL o Z n io 26 METAL SPACER '$ U d•J g ( � O SERIES 600 SILICONE ALUMINUM OUTSWING ENTRANCE DOOR o / \ SETTING BLOCKS AT INSUL. LAM.GLASS SINGLE (X)AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ' STAND ALONE SINGLE SIDELITE SEE SHEET 3. o g o SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' c 8 g APPLY TO ENTIRE SYSTEM. PRODUCPREV{SED ro see Oyl grrllh the FI-W DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATIONGn�1s.aLa3•r3 RESISTANCE IS REQUIRED. DeuN�ut�e.g(or9 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • 'm ` 8 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • •• • • • • • fiboo PA*IMim con" HURRICANE ZONE (HVHZ). • •• • • • • ••• • d a m v 1BY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY •• ••• •• • • • •• a TO TRANSFER LOADS TO THE STRUCTURE. — ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. N"—rMMLAH4Aa EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED, FLA.PE W2 s �n ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARF••• •o• ••0 ••0 • • •♦i a NOT PART OF THIS APPROVAL. • • • • • • • 'tl3 A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOODbILY. • • • • • • $ 4 2015 drawing no. MATERIALS COME INTO CONT ACT LNTACT UDING BUT NOY SI WITH OTHER DISSIMILAR MATERIALS SHALL MTO STEEL/METAL ETHAT 0•• ET THE • • • • • W12-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Uo 39 3/4"MAX. 76"MAX. 37 3/16"MAX. w FRAME WIDTH FRAME WIDTH FRAME WIDTH ry HEAD do SILL ANCHORS C 1 AT STILE ENDS tr� 12" (4)AT 3'O.C. 12" 12" r '4 5"MAX. 5"MAX 5'MAX. HEAD p- MAX. MAX. 55�1 HEAD/SILL I A SILL HEAD/SILL A _ SIFII HEAD/SILL F SILL t^ t) CORNERS I CORNERS CORNERS Q a Ya<It ILL- U. p8 - 'L---- c JJ n --- IL z�— / LOCK OPTIONS / ij E' LOCK OPTIONS jjall / 11 g1 OR B2 / II 11 OR g2\\ H ii b II (OPTION 2 SHOWN) II (OPTION 2 SHpW ==n=z=== __ ____ SEE SHEET 7.1 / SEE SHEET 7. _ y II, FOR DESCRIPTION5= u FOR DESCRIPTION EO= M= r 0 °I w m t$ -4 V) 00 .M m 00N1 � \ \ / Z 31J INACTIVE I ACTNE O Z v SURFACE APPUEO m SURFACE APPLIED m SURFACE APPLIED °i z W rn W FALSE MUNTINS OR 26 15/16' a FALSE MUNTINS OR 28 15/18' 28 15/18" rr FALSE MUNTINS OR 32 3/4• r< DECORATIVE GRILL DECORATIVE GRILL 1c DECORATIVE GRILL MAY BE USED O.L.GPC. tO �' MAY BE USED D.L OPG. O.L. OPG. MAY BE USED D.L.GPC. 1O c� O 37"MAX. 37"MAX. LEAF WIDTH LEAF WIDTH N (XX) (0) STAND ALONE SINGLE SIDELITE DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY- PSF SEE SHEET 3 FOR CAPACITY SINGLE DOORS (X) DOUBLE (XX) m DOOR DIMS LAMINATED GLASS DOOR DIMS. LAMINATED GLASS PRODUCPREVI3EQ FRAME LEAF FRAME .(+) MT.(-) FRAME LEAF FRAME EXT.(+) IM.(-) nco.pl7lM{w'NA Tke Fiorld► % « WIDTH WIDTH HEIGHT WIDTH MOTH HEIGHT 39-3/4' 37" 98" 70.0 75.0 ••• ••t t t •• ip" • i7 98" 70.0 75.0 dNo-I-S�^orb�•3F•' I&Vkmdo.Date • •• • • • • ••• • GLASS D.L.O. DIMS, Eros.JAVAD AHMAD e D.L.O. HEIGHT = FRAME HEIGHT - 11.125" CML i D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.813" FLA.PE 3 70592 0 D.L.O. WIDTH (XX•OOORS�&•(FRAMED WIPrH•-•22.125•)`2• •.• CAN. 538 s $ •.. : :NOTE: O a 2015 0 • •• • • • • • • •46LASS CAPACITIES ON THIS SHEET ARE drawing no. NOTE: *00 • • • • •BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL.. DECLARATORY STATEMENT DCA05-DEC-219 (sheet 2 of g� • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 0 DESIGN LOAD CAPACITY - PSF _ 148`MAX. O w DESIGN LOAD CAPACITY- PSP SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH STAND ALONE SINGLE SIDELRES (SEE NOTE BELOW) HEAD k SILL ANCHORS 1y AT STILE ENDS DFRAME DELFTE FRAME WIfELIMH0I1T �1E FRAME WITHOUT WITH CLUSTER OF (4)AT 3'O.C. O j REINFORCING REINFORCING REINFORCING 4 ANCHORS WIDTH HEIGHT WIDTH HEIGHT 8" AT HFAD/SILL 12" INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 3, MAX. 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5"MAX. -17Y-. HEAD O o 30 70.0 7510 30 70.0 75.0 70.0 75.0 HEAD/SYLL I F' I� - A SILL Q U 36 82 70.0 73.0 36 82 70.0 75.0 70.0 75.0 CORNERS �� a 37 70.0 _-75.0 37 70.0 75.0 70.0 73.0 r 42 61.7 66.1 42 61.7 66.1 81.7 66.1 ` 1 i` V 24 70.0 75.0 24 70.0 75.0 70.0 75.0 I I \ 30 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 II II i I �a 37 70.0 75.0 37 70.0 75.0 70.0 75.0 42 81.7 66.1 42 61.7 66.1 81.7 66.1 i \ (�•Z s 24 70,0 75.0 24 70.0 75.0 F70.0 75.0 30 92 69.8 69.8 30 92 69.8 69.8 75.0 0- 36 36 64.1 64.1 36 64.1 64.1 75.0 37 63.3 63.3 37 63.3 63.3 75.0 ti f H I I ^ w o. '.r5' IN�' 1 I w�' o 24 63.J 833 24 63.3 83.3 75.0 n 30 57.8 57.8 30 57.8 $79 75.0 m -19836 53.1 53.1 36 53.1 53.1 75.037 52.4 52.4 37 52.4 52.4 75.0 II \ II II \ II / W M REINFORCING II \II L K 0410 S J REOD. _ I E CHART -== ==== _ =3f=__- #1 OR/d2 }w(O 1 0 SE SHEET 1 DESCRI TIO mB I \ poM t4I - - _ ]INACTIVE I I ACTIVE $ Z 39-3/4"MAX.(SINGLE) �i W SURFACE APPLIED N SINGLE SIDEUTE WIDTH SIDELITE WIDTH 76"MAX. (DOUBLE) FALSE MUNTINS OR 32 J/4" 26 15/16" 28 15/tfi" DOOR FRAME WIDTH DECORATIVE GRILL O.L.OPG. D.L. OPG. D.L OPG. 1O $ C� MAY BE USED 37" PRODULTRBVISFO NOTE: -- LEAF WIDTH s wo.pl>Isg WDA The Fl.,wh FOR DOORS CAPACITIES SEE SHEET 2. 1� FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDEUTE FRAME WIDTH 39 3/4"MAX.(SINGLE) Atupuset LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76" . (DOUBLE) C�MagMMf` -j o R WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) v Is MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0. FT. PER FBC 2014 Li 12 12 GLASS D.L.O. DIMS. •• •• ;e • • • • • • •s oaNb� 01.0. HEIGHT(SIDELITE) - FRAME HEIGHT - 11.000" • • • • • • • • • 'n i`;ffi ffi D.L.O. WIDTH (SIDELITE) - FRAME WIDTH - 4.438" • • •• ` • • • • 0<m o •• ••• •• • • • •• _N O Eng..JAVAD AHMAD CML N PES 70592 0 • ••• ••• ••• • ••• AN.3538 • . •• •• s i NOTE: 5 •• • • • • • • • •GLASS CAPACITIES ON THIS SHEET ARE • •• • • • • • • •BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 A?015 drawing no. ••• • ` • • •AND FLORIDA BUILDING COMMISSION W 2_08 DECLARATORY STATEMENT DCA05-DEC-219 ' sheet 3 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROPERLY SECURED 20Y WOOD DUCK U 9/16'MIN. TYPICAL ANCHORS EDGE DIST. LEDGE WOOD BUCK OR w THROW BOLT EDGE DIST. SEE ELEVATIONS PENETRATION -- FOR SPACING DIST. SOON STRUCTUREMEIASEE NOTE SHEET t STRUCTURE - tv °y EDGE IB. EDGE DIST. a Sgt a 26 J 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q�Q yrJ FT I 1 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS I I FOR SPACING FOR SPACING FOR SPACING a r 7 f0 „„„AAACCC jl MWAI-OADE COUNIY APPROVEDCLIPPED 1j LL 11 SEE SEPARATE ON I I W et^d 11 II I� I fid J �g 222555 �S cc U L _GLAZING OPTIONS .. SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS w FOR SPACING eO z p o 0 10Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS M Yn m _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 00e) m W THEM TO THE BUILDING STRUCTURE. Z �J 3 TYPICAL ANCHORS: SEE ELEV.FOR saaclNc Uuj p .1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) W o'er INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY PRODUCTREVISED 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) s a No IS-6602EwulILefl'wm. 8 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) A `o 8 . DIRECTLY INTO CONC. OR MASONRY wit 1.I'-rc 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �� •L� �^ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)rLA C0�ao1 61 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I •• ••• iNTO M`��IA,W.�I//-DAPE 4COUI,"APPROVED MULLIONS (MIN. THK. = 1/8-) c m © 26 2 • • 1464 4 Ai StU�TU�ES e i T • •• •ST'L•IEL• 108"•TNif. MIN! (Fy = 36 KSI MIN.) w c a m 25 1 1 17 ••• 000 •�L"INt/�� 1�8'•TH . FAIN. (6063-T5 MIN.) DOOR DETAILS a (STEEL I CO AC� TT� ALUMINUM TO BE PLATED OR PAINTED) - H \ Engrt JAVAD AM" G TYPICAL EDGE DISTANCE Cgpl .LL -- • ••• 4OWS 091"ETE ANI6 MA-WVFbY = 2-1/2' MIN. �j'3s3e82 S ,° ''.o. °. ° :. • • • INTO WOOD STRUSTURE _611' MIN. y v. '. a . ••• i • jff0 spUy'"fE =:5/4" MIN. a �4 Nib S 3 EDGE DIST. �ANCHORS • •• • • • • • • •• n SEE ELEVAMONS ••• • WSOD AT.H&D OR JWSS Sq:= 0.55 MIN. drawing no. 1/2-MIN. FOR SPACING W�2-08 THROW BOLT CONCRETE AT HEAD,SILL OR JAMBS fc a 3000 P51 MIN. .c. PENLTRATION C-90 HOLLOW/I•ILLED BLOCK AT JAM83 Pm - 2000 PSI MIN. , sFreet_4 of g • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 • 0 1/4°MAX. /' SHIM CONCEALED FLUSH BOLTS CO LEVERS AT STILE FACE SHIM 3 18Y TYPICAL ANCHORS WOOD BUCK SEE ACTIVE LEAF QEV18. 61 FOR SPACING - I 26 13 $ 0 9 E5 •°a. TYPICAL ANCHORS Y h 8 \, } SEE ELEV. (� FOR SPACING - &Qa I$� 4yha $ zs 23 EXTERIOR n METAL STRUCTURE 37"MAX. ___ _ as I� u SEE SPEC SHEET 4 LEAF WIDTH - LOCK OPTIONS g1 OR g2 38 3/4°MAX. (OPTION 2 1 SHOWN) _ SINGLE DOOR FRAME WIDTH SEE SHEET 7. av FOR DESCRIPTION 1/4°MAX. v V SHIM 1/4'MM EN SHIM ' CONCEALED FLUSH BOLTS O w - 3 ILE CONCEALED FLUSH BOLTS OR WOOD LEVERS AT INSIDE FACE OFST8 EK TYPICAL ANCHORS LEVERS AT STHE FACE OR SEE ELEV.' •: __ WOOD SIR CTURE FOR SPACING 18 INACTIVE LEAF ACTIVE LEAF EE NOTE EF 1 w W V) 00 28 13 26 3 1p M o O oM m 24 = Z�l — o c 3 w 3z � ? toElm- � - i W rnm 23 C � i 25 TYPICAL ANCHORS y 8 D.L.O. 11 70 D.L.O. SEE FOR SPACING LEAF WIDTH LOCK OPTION L22 EXTERIOR LEAF WIDTH 0 78°MAX. -6 u?? DOUBLE DOOR FRAME WIDTH 8$ FRODUC F REVISED 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY U cmidylnR Willi 14e Fk"Wh Rodin{cede INACTIVE LEAF At Paw Nel O60 •I 0 0 •• ••• • • • • • • ACTIVE LEAF F.n►IVNIr Date To 1m • • •• • • • • • N, ( L�<m� • •• • • • • ••• • 26 A(W �CeW+d EnV..JAVAD AHMAO CML o FIA 58 PE R 702 n • •• i{.lu AN.3538 , }' • • • • •• A r;;g • • • I I b • • • •• • • • • • • • :WTERIOR Z��S Browing no. ••• • • • DOOR DETAILS LOCK OPTION i1 - Leet 5 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS FSEE OR ELEVATIONS LE ANIONS 1/4'MAX. O 1/4'MAX. �I "sT. SHIM 6 Slim 18Y C WOOD BUCKTYPICAL ANCHORSSEE ELEV. FOR SPACING 16x� �g 4 0 2 TYPICAL ANCHORS 914 SEE ELEV.R FOR SPACING Q pnp R a EXTERIOR ,Z3 4 D.L.O. Q W ^t METAL STRUCTURE --� SEE SPEC SHEET 4 42"AT 86 HT. 37"AT 98"Hr. _ w MAX.SINGLE SIDELITE WIDTH PIiODUCTREVISED v U ee meogrMR M1M the Florida -� byMNn{Code Q� J v. AeaWbaeNo�¢'2Lb3.lzj ?5 LapirYMe a99 GLAZING OPTIONS REINFORCING 46 I- SEE SHEET 1 #12 SMS 18 AS READ. w 1/4"MAX.'. O AT 5"FROM ENDS O SEE SHEEP 3 (nom SHIM AND i i" O.C. MAX. 0 O w L io Oj 16 r-� 16 Z LL w W i 26 13 0 G 24 U r W J La I TYPICAL ANCHORSL SEE ELEV. cw�? N FOR SPACING •.t:l � 23 caaa 14 15 25 0a � O.L.O. 19 c WIDTH m 4 aA EXTERIOR LEAF ' 39 3/4'(SINGLE) SIDELITE WIDTH 1 76'(DOUBLE) o d d u o • •• • • • • •• MAX.-DOOR FRAME WIDTH 'T i o ffi • •• • • • • • • • • • ••• • MAX.UNIT FRAME WIDTH •• • • •• _ &gr.JAVADAHMAD 1 00 OVIL 22 157308592 3538 92 o �.� a• •• .. 0. • • • • drowtng no. +EDGED T • • • • • • •• $�) Qs 2015 W12--0$ i�IGAL ANCHORS • • SEE ELEVATIONS SIDELITESIDELITE DETATLS� FOR SPACING ahoet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • ITEM 0 PART 0 READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS V 1 _ E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - - FRAME COVER 6D63-T6 - _ N 3 E603 - DOOR FRAME JAMB 6063-T6 - O 4 E604 - SIDELITE TOP&BOTTOM FRAME 6063-T6 - 4A E626 - SIDELTTE 9'BOTTOM FRAME 6063-T6 - IL 5 _ E605 - SWELITE FRAME JAMB 6053-T6 - ____ 0 {{ v 6 E606-_— - SDELITE SLIP ON JAMB 6063-T6 - L� 7 E607 - LEAF TOP&BOTTOM RAIL 6063-T6 - a!aF. u, 7A E625 - LEAF 9'BOTTOM RAIL 6063-T8 - V g F 8 E608 - I LEAF W'STRD'ADAPTER 6063-T6 - cyh `.� 8 E609 _- LEAF HINGE STILE 6063-T6 - 10 E810 - LEAF LOCK STILE 6083-T6 - Q 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T8 - LL y 13 E613 - LEAF CLAMP 0063-T6 4-1/4'LONG L 134 E613 - HINGE BACK-UP PLATE 6063-176 12'LONG Q 1Y G 14 E614 - MA21NG SAD(5/16"LAM.GLASS) 6063-176 - t— � 14A E109 GLAZING BEAD(7/16'LAM.GLASS) 6063-1`6 - 15 E615 - GLAZING BEAD(INSUL. GLASS) 6063-T6- 15 E616 - SNAP COVER 6083-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN _ 18 - AS REDD. SDELITE MULLION REINFORCING 6063-T6 19 FD-107 3/LEAF BUR HINGES ALUMINUM SULLIVAN &ASSOC. LLI 20 F01202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. 21 - FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULUVAN&ASS= 22 012 SMS AS REDD. FRAME ASSEMBLY SCREWS r 23 012 X 3/4" - HINGE INSTALLATION FASTENERS ^ FH SMS O o M 24 - - 3/8'DIA THREADED ROD _ _STEEL - Q 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3_02.0 - BULB W'STRIPPING VWOPRENE EPDM 4 3 z 27 E206 - GLAZING BEAD BULB SANTOPRENE I ULTRAFAB O ^ 28 - - GLASS SPACER SILICONE U FRANK LOWE RUBBER CO. �W W 29 E622 - FLUSH BOLT CUP NYLON - 30 OL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 010 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/LITE SETDNO BLOCK, 1/4'X 1/2'X 4"LONG EPDM AT 6"FROM EACH END,DUROMETER 8015 35 - 2/LITE: I SETTING BLOCK, 1/4"X 3/4"X 4'LONG EPDM AT B"FROM EACH END,DUROMETER 8035 u s t5 SEAT.ANTS; m� ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODUcriaLvom c m • 0 0 • • • • • • • • kV haim" E S • • •• • • • • • ipplwbb Ow �Nel 2%*Som Date Eng.JAVAD AHMAD CM1101 ^+ CML ao FLA.PE Y 70892 S n • ••• ••• ••• • ••• C N.�e • •• • • • • • • •• droving no. ... EP a 2M W12-08 sheet 7 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS: �i V OPTION�—#I OPTION i2- (V A0YE LEAF: ACTIVE LEAF: Z j 4 PONT LOCK ASSEMBLY OLOI-6007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE O (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY'KWIKSET' LOCATED AT 39-1/4'FROM BOTTOM 7d 1/2'DIA THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON 6 AND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM 0 V THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC! LOCK HANDLE LOCATED AT 42-1/2'FROM BOTTOM 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL O LL INACTIVE LEAs; MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LACK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-5/8'FROM TOP AND BOTTOM 8 ti 1/2'DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) 88-32 X 1/2'FH MS �Ga HEAD AND FRAME SILLINACTIVE LEAF: Q 6 Q 4O THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' O W 1/2'%2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL C MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF SOLE LOCATED AT 10-5/8' FROM fOP AND BOTTOM {L Z u!£ LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2'FH MS Q Q 1 II I 1 W 00 or) r) N PRODUC r REVrAD g L\ \ 1",", tU ITu Flory\ACTIVE 91ACENE I I ACTIVE ACTIVE INACFNE ACTIVE �S �VK -- 1 C•= Olid • • c m- •• ••• • • • •• a HINGES: • • • • • • • • • 3-1/2-X 7-5/8'%.122'THK. EXTRUDED ALUM HINGE Fngr:JAVPVI AHMAD ,° s PART JFD-107 BY SULLIVAN &ASSOC. FIA PSL 70.592 o n� 3 HINGES PER LEAF ••• ••• • ••• CA.�5J8 BOTTOM HINGE AT 10-1/4'PROM 8"M • , • • a TOP HINGE AT 11-3/4'FVtbM TOP •• •• • • • I v o` CENTER HINGE AT MIDSPAN( O.C.•MAX.)• • • • • HINGES FASTENED WITH /10 X 46'FH6YS • • • • • • •• drawing no. (5) SCREWS AT HINGE STILE•• • • • • • W12-08 (6)SCREWS AT FRAME JAMB , sheet 7,�of 9 • • • • • • • • • • • • • • • • • • ••• • • • ••• • 4.000-{I 1--1.750-1 ..{ -�{ � Q ��078 I -- I ^".519 .394 1 f^- 1 .130 M� GWi o .627 S .803 _ 045 .803 0.50 .803045 Z 3 r 1.825 .078 5 4.031 1.047 1.047 1.172 F A k- �� 4.750 a. 2.052 �� Qi 1a GLAZING BEAD GLAZING BEAD t5 GLAZING BEAD _,�y 5/16°GLASS 7/16'GLASS INSUL.GLASS 0 C 1 DOOR FRAME HEAD/SILL O G ti 1.507 4.000--� 1.507• 1 7 LEAF TOP/BOTTOM RAILG dl O 1.625 3 -0- 4a79 .078 3.718 .078 a 4.781 .078 1.750 1.507 8.250 1'500 U 4.000-�I 7.531 9 faouucrRrVl9W LEAF HINGE STILE .082 utoo+91fk�9 wNh Ike Florld2 I FW R 1.507 5.344 1.750 4.000 a LEAF W'STRIP ADAPTER B Da1e osJQ3J�3 ? Fn to SIDELITE TOP & BOTTOM FRAME I I o94 �� 2.081 1'7� �71.750- f .31� .442 z 3i 'Y Z 329 2{ I m } 078 .078 1.584 0 t 7A 9" BOTTOM RAIL t2 U W m� cnm LEAF LOCK STILE .,1 Io 1.507LEAF ALIGNMENT BRACKET L N 1.612 _r .750 1-.281 � 2 FRAME COVER 5.344 .078� -�{ .375 F�-.687 I 1.750 2.081 .125 .050 1.1197 1.507 7.5I74 -725 3.781 u II 9 3.719 .078 .154 k-- tt � -4.000 13 LEAF CLAMP L= Is SNAP COVER LEAF ASTRAGAL STILE-- L 9000 HINGE BACK-UP PLATE N ry 7.5170 bj • 281 0 0 •• 1.5 0 • • 1.250�^-• 18 T a{ '621!• •• • �Ia• •719 SIDELITE MULLION REINFORCING o a m o L .078 E'g..JAVAO ANMA0 •� CWI 4.000 • • 4' •• ••• • ••• F1A.PE pL 70592 .�l • 1.625 4.188 C.A.N. 3838 6 r '• •• •• • •t • 2.097 • 0 • • i • • • i :507 •• I I L.078 • • • �. • Fes.-x.000 �1 {� 2fl�J dmwmg no. 0 W12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME s SIDELITE SLIP ON JAMB0 00 sheet g of 9 o • • • • • • • • • • ••• • • • ••• 0 • ao 22 � pp N Z I '� as O H 0 � � N J Qz J I W DOOR FRAME CORNER H Lca � m SIDELITE FRAME CORNER SIDEUTE MULLION SLIP ON JAMB CORNER o p on � r W M W PRODUCrMEVIM ta�pD�Y•Wn Ibe florid~ Aee[Oh•oeNs '�1 l3 tz �M�Mw�tq �9 8 8 o it IV �i IIi I qVI V 6 1 ry M21C Ip I IIII II I y� Of • • • •• `oo�tS i of • • ••• •• • • •of 00 E.gr.JAVAD AHMAD4C. • ••• • ••• 0.592• • • 38• • • • • • •• •2UI5 • • • • drawing no. •• W12_08 LEAF CORNER sheet 9 of 9 ••• • • • • 0 a IR • • • • ••• • • • • • • • • • • •see 0 • • •• •: ••• •i• 0• ••