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WS-14-1565
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-216247 Permit Number: WS -7-14-1565 Inspection Date: September 24, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: PUCHE, ANTONIO Work Classification: Repair Job Address: 318 NE 104 Street Miami Shores, FL Phone Number (305)785-7612 Parcel Number 1121360130220 Project: <NONE> Contractor: FLORIDA WINDOW & DOOR Phone: (561)340-4300 Building Department Comments INSTALL 3 IMPACT WINDOWS + 2 IMPACT OUT SWING Infractio Passed Comments INSPECTOR COMMENTS True DOORS. Passed G Inspector Comments Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 September 24, 2014 Page 1 of 1 2831 Exchange Ct., Ste. A - West Palm Beach, FL 33409 - (561) 688-2844 - Cell: (561) 706-2838 - Fax: (561) 686-5862 September 15, 2014 Miami Shores Village Building Department 10050N.E. 2"d Avenue Miami Shores, Florida 33138 Re: Puche Residence / Glass Systems by Florida Window & Door 318 N.E. 104 Street Miami Shores, Florida Ladies/Gentlemen: This is to certify that the 2 x _ wood bucks shall be attached with 1/4"x 3" Tapcons at 8"o.c. staggered, 3" from corners. This will withstand 175 MPH (Ult.) winds in accordance with the requirements of FBC 2010, Exposure C, Risk Category II. If you have any questions or additional information is needed, please do not hesitate to contact me. Your cooperation is as always greatly appreciated. Very tru;y yours; Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 318 NE 104th Street JUL 2 FBC 20 � () " _ Permit NoM �; _ 114 ! [ SG Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-2136-013-0220 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Antonio Puche Phone#: 305-338-5815 318 NE 104th Street City: Miami Shores Tenant/Lessee Name: n/a Email: lep318@yahoo.com State: FI 33138 CONTRACTOR: Company Name: Florida Window & Door Phone#: 561-340-4300 Address: 7108 Fairway Dr. #120 City: Palm Beach Gardens State: FI Zip: 33418 Qualifier Name: Scott Berman Phone#: 561-340-4300 State Certification or Registration #: CGC1509450 Certificate of Competency #: Contact Phone#: 561-340-4300 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 13 ?0'? Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New W4pair/Replace ❑Demolition Description of Work: YK d) &.I,I %� 6 vZ s CV } , •1-- d�I A u+ S'Wv i n Color thru tile: Submittal Fee $ - 0'3 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ , • Bonding Company's Name (if applicable) n/a Bonding Company's Address City State Mortgage Lender's Name (if applicable) n/a Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi urs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b proved an.p a rqinspection fee will be charged. 'LIEContractor The foregoing instrument w acknowledged before me this �� The foregoing instrument was acknowledged before this day of W VI Q , 20 (1, byNTa N1 D i d 00E: day ofl J1, , 201, by -,�PK who is personally known to me or who has produced h0 rbo4, who is ners known to_Mor who has produced aver � E ceA (e As identification and who did a an oath. j L as identification and who did take an oath. NOTARY PUBLIC:U. N e z QO N w _J ��3 Sign: Print: Yja (e r My Commission Expires: k 9 l 9, 10 ( S F11% W_W;z.11PAM-014" 3/1 Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Si Print: My Commission Expires: 8; 2-� (0 HOWARDSIMIfOFF MY COMMISSION # EE 630795 o* E) PIRES: August 27, 2016 Zoning Clerk rb(ENGINEERING EXPRESS® 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0619) FAX: (954) 354-0443 W W W. ENGEXP.COM Wind Load Calculation ASCE 7-10 Chapter 30 Wiwi Loads - Components and Cladding Florida Building Code 2010 Site Information owner: Antonio Puehe H Wind speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 085 ASCE 7-10 CA 30.3.1 Table 30.3-1 15 ft. Directionality Factor (Kd): 0.85 Topographical Factor (Kz'r): 1.0 IStructure Information Risk Category: H Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 2611-1 Max Negative P4�sttu;, Pmfbc-) ; Mean Roof Height (h): 15 ft. Roof Slope (9): Sloped Roof Slope Coefficient (6c): 1.0 Min. Building Dim. (L): 22 ft. End Zone Distance (a): 3 ft. Prepared in accordance with: ASCE 7-10. Section 30. Wind Loads - Components and a Cladding Florida Building Code 2010 ed. '- © 2014 E-Tempest.com ID: flwindowdoor-P2400 e. 107/0212014 Page 1 of 1 . • ... . . . ... 00 00 Design Wind YresWre (^4+,�'t, 4): ASCE • • • • • • • •"go�i Z-10, Ch. 30.4.2130.6.2 • '"" - - Ei �Vatlb� yti; Max Positive Presgure•(PVAx+) • FMAx+ = gh(8a GCppm + G%it : P4X40- qk((?FC .+ GCa) Max Negative P4�sttu;, Pmfbc-) ; • �. :ejAx- = gh(Ao GCmw - GCpI) : : : -.A. jAVL gh(0$33Cp4- GCA) • . . ... . ... . ]JeVICe %,WCUlaUOnS:ASG& 7-1 U, c napter 1U, Add JubSecttons VENFED NO FBA CON TOONSANOR MEM'HDED. •ALTFtigTpNQADDIfDNQOfl CERT OF A � VALID FOR (1) JOB SE3 4{ile Ei �Vatlb� ArealQ`3Y (� •{ k ti W {`��S ",.: Pmax- 1 53 x 74 : :Ead: : :7 27 4 12.68 0.85 5637 00.9• • -T.2•• 37.4 -48.4 2 53 x 7 •End • 70 • 27.24 12.68 0.85 56.57 0.9 -1.2 37.4 -48.4 3 100 x 82 End 7 56.94 23.15 0.85 56.57 0.9 -1.1 35.5 -44.6 4 100 x 82 End 1 7 1 56.94 1 23.15 0.85 56.57 0.9 -1.1 35.5 144.6 5 53 x 50 End 1 7 1 18.40 1 6.50 0.85 56.57 1.0 -1.3 38.5 1 -50.5 VENFED NO FBA CON TOONSANOR MEM'HDED. •ALTFtigTpNQADDIfDNQOfl CERT OF A � VALID FOR (1) JOB MIAMI•DAD MiA1111-DADS COUNTY i PRODUCT CONTROL SECTION DEPARTiViENT OF REOULA.TORY AND ECONOA11C RESOURCES MR) 11805 S1V 26 Street, Room 208 BOARD AND CODE ADi4IINISTRATION DIVISION T (786) 315.2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidndegov/economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RIR - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material withip theiJ jurisdie ren. 4WR. 00-:r • reserves the right to revoke this acceptance, if it is determined by Miami Dade•cpAniy Pr.c iic L�$ntroi : •• Section that this product or material fails to meet the requirements of the applicabletyeditig code. • This product is approved as described herein, and has been designed to comply wAKU Florida $uilding Code, including the High Velocity Hurricane Zone. 00000 . DESCRIPTION. Series Eco-Guard 10011 Aluminum Single Hung Window — LINJL : * • • APPROVAL DOCUMENT: Drawing No. W09-08, titled `Tco-Guard Series-I O yxp! S.H. V0000 • � • • • • (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06114, pwgVo by Al Fq" • • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade Cotmtf Pfoduct Contrpl • • ; Revision stamp with the Notice of Accepta ace number and expiration date by the Miami.Dade 01U111f ' • • • Product Control Section. • • :609 • SSILE IMPACT TING: Large and Small Missile Impact Resistant • • • LAIELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, mode lseries, and following statement; "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this I40A as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this N0A. JF.N1ure• to comply with any section of this NOA shall be cause for termination and removal of NOA. ...... ADVERTISEMENT: The NOA number preceded by the words Miami Dade' Cvtmiy, Flo" Vid • . follo%ved by the expiration date may be displayed in advertising literature. If any 4W6016 of the N • is • • • • • displayed, then it shall be done in its entirety. • ...... ...... INSPECTION: A copy of.this* entire NOA shall be provided to the user by tbd'hUnufactuver s; its distributors and shall be available for inspection at the job site at the request of the Builduib'Officia 0 ..:..' This NOA revises and renews NOA# 13-0206.04 and consists of this page i and eviderrsp pages E;Y AAd' ...... s R-2, as well as approval document mentioned above. .. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • •' ...... . • ...... '1V'O No. 14-0 2 IA t pAo countrtr Expiration Date: Aprif 6g 019 Approval Date: April 10, 2014 41.114" Page 1 Ecg,Window.&y#SM LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203--94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report Nor • • • • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. B9nsgfl,P.E. • • • • 2. Test reports on. 1) Air Infiltration Test, per FBC, TAS 202-94 " ' 2) Uniform Static Air Pressure Test, Loading pg .0 TAS 242=94 3) Water Resistance Test, per FBC, TAS 202-9.4.. „ 4) Forced Enhy Test, pet FBC 24113.2.1 and!T" 202-94 •' • • • along with installation diagram of a 106-1/2" wide x 76" high £gOFGuard�Sado s 100 aluminum single hung window, prepared by Hurricane Engiumm & Testinghle. Test Report No, HETI-08-2166A, dated 12/15/09, signed andOeMed by Csndldo F. Font, P.E. 0.0 0 • • (Submitted under NOA#09-0224.07) •.. • 0 0 0 0 3. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 .. ! . 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08 2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. ; (Subfnkfed under NOA #09-0224.0 7) 4. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 • 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 • • • along with installation diagram of a 53-1/4" wide x 76" high ECO:Gu 'd Sei es 1'4R aluminum single hung window, prepared by Hurricane EngineerijigA.Jestipg Ino. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealedby.Candido-F. • • Font, P.E. 00000 • .. (Submitted under NOA#09-0224.07) • • • • ' ProdaetwGAw a 0fn;g.r • 4* . . Expiration bate: AprUO4 $019 Approval Date: Apra 10, 2014 E-1 0000•• • 0000•. ..•000 0000 0000. 0000.. 000000 •••••• • • 0000.. 0000.. 0000.. 0000. 0000. 0000.• .••s.• 0000•. Eco WI &Zv Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (comnNurD) S. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-114" wide x 76-1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under .NiOA#09-0224.09 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 02/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. d d 0 2. Glazing complies with ASTM E1300-09 ; • • • � sees D. E. 13 •• G see 6 QUALITY ASSURANCE ..... • • • 1. Miami Dade Department of Regulatory and Economic Resources R) • • • 6 does•• •G.• • ••iii MATERIAL CERTIFICATIONS ...... .... ..:..' 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont BeRemours *&•C- e.; Ine. • • • • • • for their "DuPont Butaeite® PVB interlayer" dated 04/11/13; Olpting on 12/11116. so •ilii• STATEMENTS i :0000 1. Statement letter of conformance, complying with FBC 2010, and of no fuVOW i interest, February 24, 2014, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Chief, Product Control Section. G. OTHER I. Notice of Acceptance No. 13-0206.04, issued to Eco Window Systems, LLC for their Series "Eco -Guard 100" Aluminum Single clung Window -• L.M.I.", approved on 05/02/13 and expiring on 04/08/14. *Soo •000.6 "a*81 P.B. Yrodyct Cqutr L. 'i'ner •t%071A N 1 317402 Expiration Date: April %1019 Approval Date: Apri110, 2014 B-2 96"96 •i000• 00i6so 6 6 ECO—GUARD SERIES -100 ALUMINUM SINGLY HUNG SYINDOiY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL, WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN OESTGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE-(HVHZj ANCHORS SHALL BE AS LISTED, SPADED AS SHOWN ON DETAIIA ANCHORS EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORWO CII LOADING CONDITIM NDT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUr NOT t W= TO STEEL/METAL SORM THAT COME INTO CONTACT WITH OTHER OISSRDLAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE fLQRIOA SLOG. CODE SECTION 2003,8.4. . . .•. . . . ... THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIMED. Engr ardaD ANMD PRODItCI'RBVfSDD Q �NCNII. �mmPh'brBtvhhlhoF[mlda � aA IV Acmptmoo i `,� � By Pr Qc>Brol drawing na. . ••• . . • •.• .. .. . . . .. .. . . THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIMED. Engr ardaD ANMD PRODItCI'RBVfSDD Q �NCNII. �mmPh'brBtvhhlhoF[mlda � aA IV Acmptmoo i `,� � By Pr Qc>Brol drawing na. DESIGN LOAD CAPAIBTT - PGF PEANGE Dun- W. 'V & TYPES YAM NEMdii' IXf.(+) 1Nr4 ) 19-1/8'' ISILICONE 760 90.0 75.0 80.0 24' 3=.(+) 28-t/2' 32' 28' 750 760 SOA 80.0 75.0 90.0 40' 90A 780 00.0 4C • 780 900 53-1/5' • 75.0 SOA 19-1/5' w 75.0 80A 24' • • 750 SOLO 28-1/2' • • 750 90.0 32' 38-3/8' 75A 90.0 37' (3) 75.0 90.0 40' 90.0 780 S0.0 48' SOA TSA 90A 83-1/8' SO.O 75.0 90.0 18-1/8' ••• 70,0 90.0 24' Sao 75.0 00.0 29-1/2' 32' 30-3/8' 75.0 20.0 td 750 90.0 37' 40' (4) 75A 90.0 78.0 80.0 48' F A SL WM 75.0 90.0 ((i 53-1/8' i3 760 90.0 19-1/8' 24' M488 760 800 79.0 90.0 4 28-1/2' 75.0 90.0 32' 83' 75.0 90.0 z 37' 40' (5) 75.0 75.0 90.0 a" 4 48' 760 SOLO �g3 93-1/8' 7" 90.0 b t9-1/8' 75.0 SO 24' 760 90A r s ��1 (I 7"°A �MU E(A)RL. UMS NOTE: C GLASS TYPE 'A' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 3 SEC. GUSTS) AND FLORIDA BUILDING comLamON DECLARATORY STATEMENT DCA05-DEC-219 1/8' HFAT STRQ4'0. GLASS go .090' INTERLAYER - ' WrAO TE PVB BY 'O11PWr • • 1/C HFAT Swra. GLASS ISILICONE •tA1DTwngw • "5' & 'O' • f2 OOW 899 6 NOTE: C GLASS TYPE 'A' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 3 SEC. GUSTS) AND FLORIDA BUILDING comLamON DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL UMS WWDOWSi TO QUALIFY FOR SMALL MISSILE IMPACT RATING go Dld9[6N LOAD CAPA - • • FI.ANISH DODfS. OL4ES 'i'PI49 A'• • •tA1DTwngw • "5' & 'O' • WWTFI FlFk4tTI mu+) (-) 3=.(+) I IRMO 19-f/8' 24' 29-t/2' 32' 37' 40' 48' SO -8/8'0 (4) 3/18" HEAT STRQ4'D. GLASS 75.0 90A A 7" 904 A 75.0 • •7 0 75 RM76A •• •• • • • •r •N M • • w • ••• • • • • • • •• • 0" N• • • • SOLO 7" 90.0 754 fzi 75A 90.0 25.0 90.0 7" 50.0. 75A 90.0 - - 70.0 BOA - - 75.0 90.0 19-1/8' 24' 28-1/2' 32' 37' 40' 48' 53-1. 79' (a) 780 SOA 754 90.0 75.0 SOA 75.0 SO.O 7" 90.0 75.0 • • ••• • • • • ••• - - 754 Sao 75.0 00.0 754 80.0 CAROM to G0.N14 Aasapt®4oNo � � UNEQUAL UMS WWDOWSi TO QUALIFY FOR SMALL MISSILE IMPACT RATING go Dld9[6N LOAD CAPA - • • FI.ANISH DODfS. OL4ES 'i'PI49 A'• • •tA1DTwngw • "5' & 'O' • WWTFI FlFk4tTI mu+) (-) 3=.(+) I IRMO 19-f/8' 24' 29-t/2' 32' 37' 40' 48' SO -8/8'0 (4) 3/18" HEAT STRQ4'D. GLASS 75.0 90A A 7" 904 A 75.0 SOA •7 0 75 RM76A 9.O •7S! SAA 9LO 75.0 80A18 -1/e' 29-i/2• 3Y 37' 40' 48' 53-1/5' 83' (8) SILICONE DOW 899 A 754 SOA2$ 0 75A SILO 75A SOLO 754 SOLO 7" 90.0 754 fzi 75A 90.0 25.0 90.0 7" 50.0. 75A 90.0 - - 70.0 BOA - - 75.0 90.0 19-1/8' 24' 28-1/2' 32' 37' 40' 48' 53-1. 79' (a) 780 SOA 754 90.0 75.0 SOA 75.0 SO.O 7" 90.0 75.0 90.0 7" a" 75A 80.0 - .790 80.0 - - 754 Sao 75.0 00.0 754 80.0 • UNEQUAL UfES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING go EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. W "N N g 8 5119" AIR SPACE oo 3/18" HEAT STRQ4'D. GLASS Z Bi,2 1/8' HEAT STREN'D. CLASS Z TO QUALIFY FOR SMALL MISSILE IMPACT RATING go EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. W "N 1/C NEAT 97m -O. GLASS 5119" AIR SPACE 3/18" HEAT STRQ4'D. GLASS 1/8' HEAT STREN'D. CLASS ADO" NTERLAYER BMCM WB BY 'DUpar ABC NTEMAYER BOTACIIE PUB BY 'DUPONI• s $ 3/18' HFAT SfREN'0. MASS 115' HEAT SIREN -0. (;LASS SILICONE DOW 899 DOis� WS r 1S `m 21 € ��9��4 Mill a 19 iJ � 8 � �SUM40 now AT WWI- LALL GLASS NOTCH GIABBEAD LEG TOCdFAR BLOCKSLOLOClSS S vn OAtAO A1pdAD PROD CrREV44SD A 21 98 21 EIA, FE AV70M ��1yI1191YDb51DFi9rM1f � �'+ CAROM to G0.N14 Aasapt®4oNo � � GLASS TYPE 'IV F A SL WM TYPE 'C' i3 M488 drawing tto. 09_08 GLAZING OP7[ON3M4 ✓ s11tRt of 8 0 a •4Z >:.�• •.4• ..•f V a • 7VPICAL ANCHORS TYPICAL ANCHORS b7Q SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING G W Q WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM JVJ AND TRANSFER THEM TO THE BUILDING STRUCTURE J V1 TYPICAL A C QRS,• sm am FOR SPACING �. Ifo' DIA_ 1A2=I,I BY `Iri9' (m -12o Ko. Fy=82 Ksl) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W 1 -Ile MIN. PENETRATION INTO WOOD JJ� cif r` m THRU ISY BUCKS INTO CDNC. OR MASONRY 0 821 1-1/4" MN. EMBED INTO CONC. OR MASONRY _Z $" DIRECTLY INTO CONC. OR MASONRY 3 z gg 1-1/2" MIN. EMBED INTO CONC. OR MASONRY' z 0 N L 14C DYL 1£KS - OR SELF na crtanwc (GRADE s MS) w m INTO METAL STRUCTURES STEEL : 1/8" TI -X MW. (Fy = 36 KSI MIN) ALUMINUM : 1/8" THK. MN. (6083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,Jf4 SMS OR SELF DRILLING S+'I+M (QVM 2 CRS) o INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .030") (NO SHIM SPACE) VHCAi EIM DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MN. c INTO METAL STRUCTURE = 3/4" MIN. " <mo CONCRETE f• = 3006 PSI flim MASONRY fm = 2000 PST M& @q R ' C 1'RODUCTRBVf38D `� •� MA. PE a4wmpt ns%ftft WVa I txA.T�, AmplanNo �r Alto IQ g SEALANT: f I PmduMConkyY dra•ing no. ALL JOINTS AND FRAME CONNECTIONS sFaLEu WITH n_ 8 JOINT SEALER. • • ••• • N •• .db �•� • • • • ••• • • • • ••• • BUQt . • • • tL. ! ••00 • • • • • • • •• • 00 • 7VPICAL ANCHORS TYPICAL ANCHORS b7Q SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING G W Q WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM JVJ AND TRANSFER THEM TO THE BUILDING STRUCTURE J V1 TYPICAL A C QRS,• sm am FOR SPACING �. Ifo' DIA_ 1A2=I,I BY `Iri9' (m -12o Ko. Fy=82 Ksl) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W 1 -Ile MIN. PENETRATION INTO WOOD JJ� cif r` m THRU ISY BUCKS INTO CDNC. OR MASONRY 0 821 1-1/4" MN. EMBED INTO CONC. OR MASONRY _Z $" DIRECTLY INTO CONC. OR MASONRY 3 z gg 1-1/2" MIN. EMBED INTO CONC. OR MASONRY' z 0 N L 14C DYL 1£KS - OR SELF na crtanwc (GRADE s MS) w m INTO METAL STRUCTURES STEEL : 1/8" TI -X MW. (Fy = 36 KSI MIN) ALUMINUM : 1/8" THK. MN. (6083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,Jf4 SMS OR SELF DRILLING S+'I+M (QVM 2 CRS) o INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .030") (NO SHIM SPACE) VHCAi EIM DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MN. c INTO METAL STRUCTURE = 3/4" MIN. " <mo CONCRETE f• = 3006 PSI flim MASONRY fm = 2000 PST M& @q R ' C 1'RODUCTRBVf38D `� •� MA. PE a4wmpt ns%ftft WVa I txA.T�, AmplanNo �r Alto IQ g SEALANT: f I PmduMConkyY dra•ing no. ALL JOINTS AND FRAME CONNECTIONS sFaLEu WITH n_ 8 JOINT SEALER. • • •e• • • ••N ••e •• •• • • • •• •NN• • Ne • •• • • •• •• • 0:0 •• • • • • • • • • N *0 • • • • • • • • • • • • • • 0000 • • • • • • • • @ffit 1j RSQR DJPf70N b1dREWAi.LIS�dA'B!®t 1• • •i•a1 mAM•sGt •••••••3 1 No-3 z•••>B•4 ••• 1Pplsl ATf(A RAe.••••s • � vENr TOP true• sass-� _ s mta / VERT BorrDM twt eos3-TD - 7 mol a vera slaieeRARe • • • • • ••sows• • • • • • • 6 mos As tToo. caazueb BEAD ilAr. 8A m08 AS tom. OIAZeH0 1?i40 /K' MI. tASs;• • • • • 6Dti341f�• a • • • • • 8 � m to As RQD. Dlno • • • • Appitavo Sri: SEPARATE NDA TYPICAL ANCHORS e mis 2/VENT SASH s1oP sons-•rs _ �aa < SEE a". FDR SPACUHO 11 m13 2/YENT SPRMo WADED LATCH. aT 7' FROM � X63-70 - Q ttA - t/ LATCH UOCFI b7AIN0 9T. STEEL - QP, ta 12 5120:4+ 2/VENP SWEEP tATCi. AT t2-i/Y FROM 1NOS 7AMAtt SUtLNAN & A990C. YT & 12A /8X6/8' a/ LATCH UITHSH DIST. sTatEWs sr. STEEL FH SO,s aa 13 - a/ UTE SETTING BLOCK EPOM F ib ®8 X 1' AS RE40. FRAME dt Y@!f ASSSEM8I.Y SCRE4/B CRS PH SMS 14A �8 % 3/8� 2/ VENT BOTTOM RAIL ASSEMBLY Sl3iEf65 CLS PH � 16 EZ07 AS Rf720. BOTTCM RAIL SEAL - S£RIE5 101 NEOPRENE fATRAFA3 -1 3 - - 18 E�3 AS REDA OL.A7Jt10 BFAD BULB SANIOAfIi�lE ULTRAFAH 18 Wa3981 AS Ri:OD. IN SFAL 74TiTR1PHNG - ULTNAFAB p; 19 FYI 17 4/ VENT SASH 6180E CELWN M&M PLASTICS 'WINDOW � 18A �8 X 3/B' 1/ GUIDE SAS}i GUIDE eHSt: SCREW (7tS ON S56s TYPE B _ WIOTH WINDOW MOTH 20 F2f0 2/YEHi SASH BALANCE _ SUPERBODsf 8Y B51 20A SB X 8/8' / BAUINCE HAIAM� MSL SCfff}7 P IN SMS a1 - as REon. Tans sPActTr sR[oGNE FRANK tovrE Oo" as - 1 6/18' 8070 577 - aPHONAL 2 7s FYI 20 - F1A .91 FRAME ADAPTER sC83-Te 3ti HFOR O SEE a"AL S sta: FiE1r. FOR sPacINc . O W�g� 1/4' IHNf. VINE WfDiFI 1/4' MAX. SHILIS ' SHIM TMCAL ANCHORS SEE ELEV.. 18 7 20 FOR SPACING e. TYPICAL ANCHOR SEE �= p FCt SPACING �gsg i 3 ty� - - _ SCREEN OPTIONAL------ a METAL m STRUCTURE a d / SiRUC7iIN 8 S kay EXTERIOR 3 4 • •a v WOOD BUCKS Engn JAS av WmpiSLffi� � O.L. OPO, _. AAi PE / 71g58a GAR � BuRdwHloeB�Cwoda I�eoN^� g_ • y' ? G 7 �r g�' WINDOW WIDTH Lt♦ •$ ii t droving no. ,`..f sC83-Te OPiIDNAL m O ALT. SEE TYPICAL SEE ELEV. FOR • • • • •• • • •• • • • • • • ••• • •• • • • ••• • • • •• •0• • • i •• •0• 000• • • m O ALT. SEE TYPICAL SEE ELEV. FOR TNSTALI ATION DRTARS KITH nUSB FRAME ADAPTER elaesY N 4 O m 3mM 0 :t a Wrn�� drawing aa. W09-08 deet of g • • • • •• • • •• • • • 0 Poo* 0 000 009 •• •0• • • i •• •0• 000• • • • • • • 0000•• • • • 0 • 00•La lei �ffiffi�ff TNSTALI ATION DRTARS KITH nUSB FRAME ADAPTER elaesY N 4 O m 3mM 0 :t a Wrn�� drawing aa. W09-08 deet of g FRAME BEAD 1.2 82 Ik--2.87a ® FRAME JAMB ,082 2.1716 1878. big ,364 .130 i 7 1.422 .046LLe .603 OSD 803 .045I 843 ® FDL MEETING RAIL IA47 ® tA47 0 - 7047 1.340 ISO 1 A82 2.063 1.,40 VENT TOP RAIL VENT BOTTOM RAD. V FRAME SILL GLAZING BEADS 1.434 I.W A82 t.140 .021 VENT SIDE RAIL 1247 12N .078 1.445 .683 11 SPRING LOADED IATai 2.888 A82 80D 7W 2.61, ® FLM FRAME AWTER • • .••• • • • N ••N ••• • • • • ••• • ••• • • • • •wf • • ••w •f •• • f • • • w •••• • •• • fz::E:. e� • • • •• ••• •w•• • • •• •• R ••• • • • • •• •• •• •/� •jam• • • • • •• • • • x�f• •• mal • • • • • ••• • • 131 drawi" na W09 -0s M IAM 1•DADE MCM-DARE COUNW ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sftet, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) . www•mlamidnde.gov/cera/ ECO Windows Systems, LLC 9114 N. W. 106'h 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 PERA: -Product Control Section to be used in Miami Dade County and- other areas where allowed by the Authority Having Jurisdiction (AM This NOA shall not be valid after the expiration date stated below: The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right,to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)' ; sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 20122 . . signed and sealed by Javad Ahmad, PE., 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. 1. See Single or Double Boor Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. .Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to insulated laminated glass w/.090" Solutia interlayer. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lQ8q, city, state &ad:eries ...... and following statement: "Miami -Dade County Product Control Approved", noted hereifr..' % • . 6, • RENEWAL of this NOA shall be considered after a renewal application has been filedbfthere has. beedflo change in the applicable building code negatively affecting the performance of this producf. "' % • • • • % TERMINATION of this NOA will occur after the expiration date or if there has been e4vWbn or c A$ In the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsament of ay• • • • • product, for sales, advertising or any other purposes shall automatically terminate this NQ orellure t veva• ly • • • 0:0 with ansection of this NOA shall be cause for termination and removal of NOA. • • • • • • 06:0 , , Y , ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Countya Flo 4oa, ani f@149ed bye _':: _ the expiration date maybe displayed in advertising literature. If any portion of the N01 J$ drsplayeA ",eq k shall :: 0: t be done in its entirety. .... INSPECTION: A copy of this entire NOA shall be. provided to the user by the manufactVq pr its diWbij;ors and shall be available for inspection at the job site at the request of the Building Official' , , , . • % ' ..' , %, . ' This NOA and consists of this page 1 and evidence pages E-1, as well as approval docunmWentioned above. • • % • • The submitted documentation was reviewed by Ishaq L Chanda, P.E. , . ...... O :No 120402.03 • • •• %• t.pA (ApEprova:1%vA. Date: July?§; 26P . • duly 19,2&2- le 9, ZOd2. ' • •' % �{��� ei ECO Windows Systems. LLC NOTICE OF ACCEPTANCEi EVIDENCE SUBMITTED A. DRAWINGS - 1. Manufacturer's die drawings and sections , 2. Drawing No. W1248, titled "Series 600 Alum Outswing Entrance Door (L.M.Ly, , sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French ..door, prepared. by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4001) 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-Sella, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dazed 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS •+• • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNepoVn & Co.;1n0-`f0r "SOV -their "Butaciie ® PVB interlayer", expiring on 12/11/16. •' a '''.: `. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color in*IW issuedto` ;""; Solutia Inc., expiring on 05/21/16.• •' e" 3. XL Edge seal System 201 SS spacer by Cardinal IG. .... `• •. • • . ..... o..sos Goes F. STATEMENTS. • ..... 1. Statement. letter of conformance and letter of no financial interest, mmmed by A. I fprooq • Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, IX.7 • 2. Addendum letter dated June 29, 2012, issued. by Hurricane Enginebrk& Testag' Inc., �... •: signed and sealed by Rafael E. Droz-Seda, P. E. ...... :010.0. . •..: t 3. Lab compliance as part of the above referenced test report. •' • • • • • •' :.see: Geo. .• • G. J OTHER .... . .. • • ..... 1. 'fest proposal, dazed 10/14/11 and 02-21-12 approved bY PE��R,A • •• • •; • • • • • G �, �/. / �� @bW. t t Chauda, P.E. • • Pcodact Control Eniav NM No 12 0402.03 :-Go*: G �; Expimtioa 9Datc: July 19CM7 • Approval Date: July 19,2 E-1 SIMM 600 ALUMINUM OUTSIM ENTRANCE DOOR SINGLE (X) AND DOUBLE ()X) LEAF DOORS SEE SHEEf 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. Q HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEQUIREMENTS OF THE FLORIDA BUILDING CODE INC.UDINQ HIGH VELOCITY RRICANE ZONE (HVHZ). iSY CR- WOOD 0 ANCH OPFRL 70 TR�FER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON, DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL OREMO OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIR OF ANCHORS IN70 WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WIN 07M OWMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE S:C110M 2003.8.4. •• •• '• • • •• •N• N• • • • •• •• • • • • • • • • N f • • • • • • • • • • w••• • • 00000 0 ••• • • • • ••• HEAT STREN'0. CLAS : • • • • 3/1#' HEAT SJR ji'%%pS • • • Oft • • • • • • • • •f •• • • • • • • 090' INTERLAYER • EMOTE PV8 BY "r • • • f90D•ITE!lAYERf N • 18f • • • • • • • • HEAT STREN'I47 MAO • • • �• INS, Gl � • • • • r � 111, C1/8' iv`SILICONE F IL �g� f DOW CORNING 888 S DOW CORNING SH 28 •• • • • • •••• • • •• ••• • • • • •• • • • • • • 14 �' • • • 7 • • •• • • • • •• 1 34 SETffX0 BLOCKS AT LAhL CLASS REOD. FOR WIDTHS EX MING ONLY. NOTCH GLAZNNG BEAD LEG TO CLEAR BLOCKS GLASS 'TYPE 'G2' 1/e TEMP. m.Ass /18' A1R SPACE HEAT S1R6TM GLASS 080' INTERLAYER SAFLEX MG BY 'SOLUTW 1/8' HEAT STREN'D. GLASS SUCONE DOW CORNING 888 26 ST. STEEL CER m 18 1 1 SILICONE IING BLOCKS R07M GLAZING BEAD ttW TO CLEM BLOCKS GLASS TYPE 'GS' �rlrms 61 �ILaa I . kyle THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. drawing, no. W92-08 DOORS LOAD CAPACITY - PBF SINGLE DOORS (X) DOOR Om LAMDQATIs`D GLASS FRAME WroTH lF.A6 HE16HT FRAME EX[.(+) 4VT.(_) WIODf . —31-r i- 3r 1 ea• 1 loo 1 7a0 GLASSALO. OOHS. D.L.O. HEIGHT - FRAME HEIGHT — 11.125' 0.1..0. WIDTH (X DOORS) FRAME WIDTH — 12.813" O.LO. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.125'/2 • • • • •••• • • • • • • •• •• • • • •• •• • •• •• • • • •• •• • �o •• • • • • • • • •• • • • ••• • • • • ••• • • • • •••• • • • • • • �o •• • • • • • • • •• • NOTE: EGRESS REOUIREMSM TO BE REVIEWED BY BUILDWO OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION - DECLARATORY STATEMENT DCA05-DEC-219 - 4 CAA com RA FE '. - a � droein9 na, 444 r 82012 W12—O$ NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIOEIJTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS_D.LO._ UIMS- O.LO. HEIGHT (SIOELITE) FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDELOE) FRAME WIDTH - 4.438' . . ... • . . ... . . ... . . . ... .. .. . . . .. .. . DEMON LOAD CAPACITY - PEP SIDELDES WI(H SINGLE OR DMJ R LEAF D00.RS (SEE NOTE SELOI) SWELITE FRAME WIOn1 SIOfl.GE FRAME HEIGHT INCHES 191THOUT HEINFOBCING WITH RERIFORCING 148• . 24 3s 37 42 S2 70A 75.0 70.0 78.0 7D 7ao 75A 70.0 78.0 70.0 75.0 70.0 75A 70.0 7SA 61.7 66.1 51.7 66.1 24 30 36 37 42 66 70.0 75.0 70.0 73A 70.0 75A 7" 78.0 70A 78.0 70.0 73.0 70A 7&0 70.0 75A 61.7 e&/ 61.7 m1 -• 24 30 35 37 92 70.0 75.0 70.0 73A 699 699 70.0 750 64.1 641 70.0 75A 83.3 63.5 70.0 75A 24 30 38 37 98 63.3 63.5 70.0 7$A $7.8 579 70.0 78.0 S&I 63.1 70.0 7&0 52.4 52.4 70.0 7&0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIOEIJTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS_D.LO._ UIMS- O.LO. HEIGHT (SIOELITE) FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDELOE) FRAME WIDTH - 4.438' . . ... • . . ... . . ... . . . ... .. .. . . . .. .. . .. .. . . . .. .. . . . . . . . . . . . ... ... 148• . • • • • • • FRAME 91Dni • • • • • • • • • 12+ • • • • • • • • ATS'RLE (47T �• • •• • • • • • • • (A • • 009 DZ •gg 3 F • �Q S' MAX.MAX • �� See gG HEAD SILL Q 00 • +• So • • • • 1 i • • �• 11 el • • ii •• /• •\• ••• • • • • • ••• It o °�s 11 1 1 1 \ 1 E \\ n //ii i i u 1 I C --JL----- - �----- 1 1 7 ffi 71----- 1 I 8 tn"-IT-^--- ��SSpt 11 II II swII 2^� I 1 I It., � $ _ INACDYE ACME INW8 1`S IR ACE A S2 S/4' 28 13/18' /18° D.L OPS. CORATIVE GRILL MAY 3£ USEDnrTTTTT 0.L OPQ .OPQ �O S ZUX FRAME YWTH b71T:�RYY N V FLA: PE 0= R g NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) ffW1 ing no.AND FLORIDA BUILDING COMMISSION JUN 2 8 20122 -OS DECLARATORY STATEMENT DCA05-DEC-219 eFu I PI Tf1RC.. PENETRATWN . . ••• . • . . ... . . ... . . . ... .. .. . . .. .. . .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... f, EDGE DIST. 18Y 28Y WORD BUCK V WOOD SUCIC • • • • • • • • • • • a;` + ': • • SEEN f • • • :EkA. • • • AI, • 1 0 • • • • • • IST. • • ••• 3 of BI• ••• • • • • •w1 • •6uu+ • ••• • h • ••7 0'.0ATIONS ELEVA710M • •• i•i • •��•. �•� n CAP TYPICAL ANCliON ".aW -Cm- FOR SPACING FOR SPACING -- FOR SPACING j................... ____ 11 r -- ------------� a12 1=CLU'PED MULLIADE ON TM �PROYEDIII i% g HSM SEPARATE 11 ls�l I TYPICAL ANCHCILS SEE ELEVATIONS FOR SPACING m WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS Z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 3 AND TRANSFER THEM TO THE BUILDING STRUCTURE S Z - 0 (w, TYPICAL ANCHORS: SEE ELEV. FOR SPACING A w BY Imp, (Fi 177 KSI. F 158 KS) WOOD i WOOD MlTC7U E!'2 S 1-1%2" MIN. PENETRATION INTO WOOD THRU 16Y BUCKS INTO CONC. UR MASONRY 1-1/4" MDV. EMBEDMNTO CONC. OR MASONRY DIRECTLY INTO GONG. OR MASONRY 1-1/4" MDV. EMBED INTO CONIC. OR MASONRY 814 CMC OR SELF Outgo Cr•.IaEWS (GRACIE 2 ORS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/8'7 INTO METAL STRUCTURES STEEL : 1/8" THK MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK MIN. (6083-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIC& EDGE DISTANCE IMO CONCRETE AND MASONRY = 2-1/2" MON. INTO WOOD STRUCTURE =1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS ra - 3000 PSI MIN. C-50 HOLLOW/RLLED BLOCK AT JAMBS fir+ = 2000 PSI MIN_ c CIS DOOR DETAILS n rA r: 11A.Cwt ll ii H,,-- --I q�JUN 2 S 2D12 W12-08 sheet 4 of 9 4 DOOR DETAHS III "JUN 29 clmwtn . no. W12-08 .. .. . . . .. .. . .. .. . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . ... .. .. . . . . . .. a E La . . . ... . . .. ....... .... . . ... . . . . ... 4 DOOR DETAHS III "JUN 29 clmwtn . no. W12-08 . . ... .. .. . . . . . .. a E La 4 DOOR DETAHS III "JUN 29 clmwtn . no. W12-08 TYPICAL ANCHORS A `SEE ELEVATIONS FOR SPACING v i a c EDGE DIST. _ CAL ANCHORS FGR SPACING TYPICX ANCHORS SEE IMM FOR SPACING • • • • • • • ••• • • • ••• • • • • • ; 0 O © • • ••• ••• • • • • • • • • • • • • ••• © • • • • • • •• • ••• S4 it r; • • •• •• • • •• • • • • • ••• •• ••• {a i r rill $ y s 7 f �4 FF v i a c EDGE DIST. _ CAL ANCHORS FGR SPACING TYPICX ANCHORS SEE IMM FOR SPACING • ••• • • • • •• • • ••• • • • • •• • • • • • •• • • • • • • • •• • •• • • • • • ••• •• SIDELIFig TE DSTAII9 Uf(�- N 18 n drawing rro. W12-08 • • • • • • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • • • ••• ••• • • • • • • • • • • • • ••• • • • • • • • • •• • ••• • • • • • •• •• • • •• • • • • • ••• •• ••• {a i r • ••• • • • • •• • • ••• • • • • •• • • • • • •• • • • • • • • •• • •• • • • • • ••• •• SIDELIFig TE DSTAII9 Uf(�- N 18 n drawing rro. W12-08 LOCKS OPTION A]. ACTIVE 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2' DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT READ AND S I THROW BOLTS ATTACHED TO LOCK BY 3/B' CONNECTING RODS LOCH LOCATED AT 42-1/2' FROM BOTTOM INA�L FAFFRF' 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC' 1/2' DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/O' CONNECTING RODS lED AT 42=1/2' FROM BOTTOM ACTIVE 1 EAE. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY "KSET' LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 4N-3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC' 1/2" X Y THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON S71LE FACE LOCATED AT 10-5/8' FROM TOP AND SCUM LOCK FASTENED TO 579.E WITH (2) 86-32 X 1/2' FH MS INACTW Lere CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2• X 2' THROW BOLTS ENGAGING FRAME AT HEM AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF S71LE LOCATED AT 10-5/8' FROM 70P AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNINM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . ... FRAMrjHEAD/SIj4 • . • -• • 2 ES02 • • • • 4063-� . 3 E80S JANE • • • '• • • 4 004 - SIDELRL•TOP & 807T 19tAME • qw-T8 4A E328 SIDEUTE 9' BOITOM FRAME 6063 -TIL - S ENS SIDEUTE FRAME JAMB 8063-T8 6 . . ... . . . . ... mm 8 PARD 6 RBQD. DWCRI `T= MAT13®di. 1lAri Lff.RJS1�ylABKB . 1 Eo, FRAMrjHEAD/SIj4 • . • -• • 2 ES02 • • • • 4063-� . 3 E80S JANE • • • '• • • 4 004 - SIDELRL•TOP & 807T 19tAME • qw-T8 4A E328 SIDEUTE 9' BOITOM FRAME 6063 -TIL - S ENS SIDEUTE FRAME JAMB 8063-T8 6 Em - JAMB - • • • • • • • • • 7 W07 LEW TOP QAI.• • • • 6083-T8 7A E82S LFAF • • • • • • • • B am LEAF wciRS AWTEA . . . . �63-j8 • 9 Em LLAT Um %TRC • • • • • 6�.$-TIL - 10 E810 LEAF LOCK SDLE 6083 -TIL It E6„ LEAF ASTRAGAL STILE 6083-M - 12 8812 - LEAF ALIGHMENr BRACKET 6083 -TB - 13 E813 - LEAF CLAMP 9083-T8 r1/4• LONG 13A ES13 HINGE BACK-UP PLATE 6003-16 12° LONG ' 14 E614 GLAZING BEAD (S 16' LAM. GIASS) 6003-T8 14A E109 BIAZWG BEAD (7/16' IAM. MASS) X63 -TIL - - 18 E61S GLAZING SEAR MMM 6063-78 16 E6,8 - SNAP COVER 6063 -TIL - 17- E613 - EDIT SUPPORT 6063-76 NOT SHOWN 18 AS FEM SIDEUTE MULLION REINFORCING 60b'3 -TB 19 FD -107 3/ LEAF MM -MM ALUMINUM SULLIVAN & ASSOC. 20 FD1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FMI4SS - CONCJM.ED FLUSH SOLT ROD ST STEEL MILLMAN & ASSOC. 22 812 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 812 X 3/4' - HINGE WSFAUATKXN FASTENERS - FH SMS - 24 - - 3/B' CIA THREADED ROD STEEL 29 W11323 - PILE W'SO6PPING WlpL ULTRAFAB 28 E20618 -IW -320 - BULB WvwPBMi SANTCRRIW EPDM 27 F306 - GLAZING BEAD SULS SAMOPRENE ULMUFAB 28 ' - CLASS SPACER SILICONE FRANK LOWE RUBBER 00. 28 ?882 FLUSH BOLT CUP NYLON 30 DLOIRC BLACK SOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01W8 WHOE SOLT SUPPORT BLOCK POLYEMYIENE ACME PLASM 33 810 X 3/4' ADAPTER FN SOF DRILLING SCREWS 34 .2/ LITE SETTING SLUM 1/4' X 1/2' X 4' LONG EPDM lAr 6' FROM EACH END. DUROMETLR BStS 35 - 2/ UTE SE3RNG SACK. 1/4' X 3/4' X 4' LONG_ EPWM I AT 8' FROM EACH END, DIMMER 65*5 GxS 3-1/2' X 7-S/6' X .122' THIN. EXTRUDED ALUM HINGE PART 8F'D-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4• FROM BOTTOM TOP HINGE AT 11-3/4• FROM TOP CENTER HINGE AT MIDSPAN (36' O.C. MAX.) HINGES FASTENED WITH 810 X 1' FN SMS (S) SCREWS AT H04GE STILE (8) SCREWS AT FRAME JAMB SEAI,A1V'TS. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. 1(51-6,- A f5y-6,- W12-08 .078 .sa3 1.ers zoez--�I ni DOOR FRAME HEAD/SILL 7 LEAF TOP/BOTTOM RAIL. .Iia Fo 4 781 le .078 1.71 1.507 4.000 a LEAF HINGE STILE 1.807 344 —1.750- 04 .730 `4 SIDELITE TOP & BOTTOM FRAME 20al t.73M t sD7 .078 .329 o7s t.eta �I� 10 LEAF LOCK STILE a FRAME COVER 5.3" .078 -987 2 .080 1.197 1.307 1.730 08, . .134 Via} SNAP COVER LEAF ASTRAGAL STILE .319 4— .394 .803 ,043 .803 .030 1.047 1.047 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • e • • • • ••• • • • • • • • • • • ••• • • • • • .883 .Das • • • • • • • e • eg • • i• ••• •i• • ••• ••• • t.t7z is GLAZING BEAD (9 GLAZING BEAD to GLAYMIG *We• • • • • • • • • • spe" MA" 7/10' Muss 3ran 4*We • i • i • • • • • • • • • •• • • • •• • • ••• 1.807 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 'A 9" BOTTOM RAIL r,.5DM q 12 e LEAF W STRIP ADAPTER .094 442 t.se4 � to LEAF ALIGNMENT BRACKET .975 1-174J.128 13 LEAF'CLAMP HINGE BACK—UP PLATE DOOR FRAME JAMB I (3) SIDELITE FRAME JAMB v SIDELTTE 9" BOTTOM FRAME SIDELITE SUP ON JAMB w • ur y r t� e G SIDELITE MULLION REINFORCING Jult. 20 2012 ro A , g n $ drawing no. W12-08 . . ... . . . ... . . ... . . .... .. .. . . . .... . SIDEUTE SUP ON JAMB CORNER "amng no. W12-08 MlAMl-DADE IMAM- DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWnC RESOURCES MM) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMMSTRATION DMSION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA}v.+:��sm�e,�vienomv Eco Window Systems, LLC 4 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 hes been reviewed and accepted by Miami -Dade County AER - Product Control Section to be used in Miami Dade County and other areas where alloyed by the Authority Having Jurisdiction (AM. 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 duality 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 1s 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 L-) APPROVAL DOCUMENT: Drawing No. W09-20, titled `Eco -Guard Series -300 Alum Fixed Wdw. (L.M.L)", sheets 1 through S of 5, dated 03/23/09, with revision C dated 01/11113, prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice ofAcceptance number and expiration date by the Miami -Dade County Product Control Section. 1 SSI LE IMPACT RATING: LaMe and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ky,• state, model/series, and following statement: "Miami Dade County Product Control Apprgve�'t junless a tenvise .. • • ; • noted herein. • • • • • • • • .... RENEWAL of this NOA shall be considered atter a renewal application has been there had.ba. ......con • no change in the applicable building code negatively affecting the performance of this 0rct. : • • • • TERMINATION of this NOA will occur after the expiration date or if there has beers-rrervisionear change • •; • • in the materials, use, and/or manufacture of the product or process. Misuse of this NOVsCan enoralWat • • • • • of any product, for sales, advertising or any other purposes shall automatically torniMte this NOX'ra`thrre ° ° • ° : ° to comply with any section ofthis NOA shall be cause for termination and removal of=K; • • • • • • •••••• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade. County, F141A** %nd followed by the expiration date may be displayed in advertising literature. N any �orA*A of the•1.+1fE.i~A. is displayed, then it shall be done in its entirety.••�• ' INSPECTION; A copy of this entire NOA shall be provided to the user by t T UBufacturer or its ° ° ° • • °' distributors and shall be available for inspection at the job site at the request of the Bu��%r 6fficiaj, ° „ : • ° ° •:1 This NOA renews NOA# 13-0206.05 and consists of this page 1 and evidence pages E �l jjd R-2, $s ft1l as 96:60 • . approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ....:00000• • • ° • • .. NQJ No. 1f IM1.113 ° • I M ! u Expiration Date; June IZ,M9 :90**: ApprovaMate: AprillWOI4 °�'� Page I Aeu Window Svstems, LLQ NOTICE OF ACCEPTANCE: EVIDENCE SU1311+IITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 01/11/13, prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (SubinNed under previous NOA#13-0206.05) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#a9-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 0.1/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 481/4" wide x 96 3/8" high Eco -Guard genes il 00 aluminum circular -arch top fixed window, prepared by Hurricane,gag gieerirt OF e 0 Testing Inc., .Test Report No. HETI-08 2193A, dated 01/15/09, signed and sealU by Candida F. Font, P.E. (Submitted under NOA#04 0413.08) . • • • • • • 4. Test reports on: l) Large Missile Impact Test per FBC, TAS 201: 940 • . 0 0.9 2) Cyclic Wind Pressure Loading per FBC, TAS 2x3'94 • ,190 along with installation diagram of a 481/4" wide x 96 3/8" highOc�Ouards'3QQ. • aluminum circular arch top fixed window, prepared by Hurricane rw*eearng & Testing Inc., Test Report NO.. 1W# TI -08 2193B, dated 01115/09, kgi ecf and %4 py Candida F. Font, P.E. (Submitted under NOA#09-0413.08) ... . 5. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-M. • 00000 • 2) Cyclic Wind Pressure Loading per FBC, TAS 20-14 o.. along with installation diagram of a 47 5/8" wide x 96".high Eco,.Ouaed series 14 aluminum triangular top fixed. window, prepared by Hurricane BuVineering & Testing !ria., Test Report No. HETI-08-2194., dated 01/15/09, signed 4nd`st%%djmLMd1do F. Font, P.E. (Submitted under NOA#09-0413.0&)" • • • • • aimnuCl 3' .E. Prgdaontrol er • NOA Na.1 7.03 Expiration p4e: JuAe 17, 2019 Approvjk?Daft Apr1I18,V014 • E -1 0000 0000.. ..000. 0000. 00060 00000• 0 000000 •00.0• 6.6.0. 6 9086.. 99.868 ..... . 0000. 66.6.6 6 . 00000. 66609. Eco Window Systems, LLC= NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNrrNm) 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 20214 along with installation diagram of a 50 5/8" wide x 63114" 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 underNOA09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated ,,,,0��1/27p/12, prepared by Al-Farooq Corporation, signed and sealed by Javad CS11111ad, .0 .R (Submitted ander previous NDA.#12-0223.25). 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami. -Dade Depal tment of Regulatory and Economic Resources WR) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 0000 •0 F. STATEMENTS . . 0000 0000.. 1. Statement letter of conformance, complying with FBC 2010, daTW laivary 4% 20 .4, • signed and sealed by Javad Ahmad, P.E. 0000.. .. • 0000.. 2. Statement letter of conformance, complying with FBC 2010, anTdf M financial • • • • interest, dated January 30, 2012, signed and sealed by Javad Ahna)'.E. : :o---:0 (Submitted under preyiow NOA#12-0223.25) 0000 0000 0000.. G. OTHER •••••• •' 0 0 0 1. Notice of Acceptance No. 13-0206.05, issued to Eco Window S:stems, LLC for+uir ; • ; Series "Eco -Guard 300" Aluminum Fixed Window L.M.I., app%vth on 03/, l3 : • • • ° and expiring on 06/17/14.0 s..�. ..i... • •. • • • • • . 0000.0 .. 000090 • 0 0 000 . 0 0 0....0 4 00 .. • �...r. . • • i ....! ....Manua a 0000. .0 P UUuG4 C{ tm• � er 0000:0 :O O M No. ] '. .03 3Expirafion Dale: Jule 17!2019 :0000: 000• Appraisal DIIte: April 10, 2014 ....: B-2 00 0 0000 A62 .BO9 --T. 1813 '- 1.090 2bi I .082 v ® FLUSH FRAME ADAPTER FRAME HEAD/SiL1.JJAM .7&9 .BSS' GLUM BEAD eco -amp mms-30a ,A,Mn-TCTra SSD mPFnojp AGN LOAD. RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROWL APPLIES TO SINGLE UNITS OR SIDE- BY SIDE COMBWIQNS OF flX.^ OR MED WITH OTHER WMOW TYPES I4 MODtii.ES OF TWO OR MORE WINDOWS USING MIM -MM COUNTY APPROVED MWITONS IN BETWEEN. LOWER DESIGN PRESSM FROM WINDOWS OR MULLION APPRMft WILL APPLY TO ENTIRE SYSTEM. IRIS PRODUCT HAS SEN DESIGRED AND TESTED TO COMPLY WDH TH$ 1 WWMME ZS (IFWRIWANYMd}UOtIDA BUAOIRQ to tAI LUDiRO Htt#i Y¢tOCIiY WOOD BUCK DY OTHERS. MUSE DE ANCHORED PROPERLY TO iRATmm LOADS TO THE STRUCTURE. ANpiORS SHAH BE AS LISTED, SPACED AS SHM ON ANCHORS QABEOMENT TO 8{LSE ETATERW SHALL BE BEYOND WALL= OR STOCCO. � I � NS NOT > f IN THESE MMLS ARE PAN OF US APP A LOAD 0WA = DtCREASE IS USED IN DLSMN OF ANCHORS =WOOD ONLY. MATERIALS INCLUDING BUT NOT Lum TD ST METAL SCREWS. THAT COME lHTO CON1TtCi WI62 OTHER O1SSf60iAR SHAD. MEET THE 1 4WRFAlENT9 OF THF FTtO A DiOO C0� SECRON 2003.8.9. . . ... . . ..... . . ... . . . .. . . ... .. .. . . . .. .. . .. .. . .. . . . . ... . . . . . . ... . . . . . . . . . . . . . .•.. • • • . . . . ... . . . . ... . . .. . . ... (SORYAOE APPUW m air,— rnµs O.LO. HEIGHT a WINDOW HEIGHT - &SW U.L.O. WIDTH a WINDOW WIDTH - 3AW $TODUCTRFA a+AarAsivDh�d 'Acce mnceNa -!3 � Q.�� tprl6a D LJ� ' a Iata4 PeaduttCon� THESE WINDOWS ARE RATEO FOR LARGE 8 SMAIL MISME mcoduvtb IdPACT. ' d, PRODUCiRBV es �0.1Ro�a SHUTTERS ARE NOT REQWRL�. 70)•2 Acoplmrcallo 4. A % q`:fir $�, 1 Ims W09--20 • • • �r 311V Alae. GAM 3/10` M+AT STRF O. GLASS vomw x1115. I 01685 TYPE 'c'- 1^G>.aen I71'is ti oRR+vs .- = 2'T{'R .:. ro _ 19 w w Laim t.} OR.(+} tmrA- 180'd•-} EXT �SHI ••} EXL(+ 1N'i{- OI1TAf3E08I AYE ,� 0�' ' 2v Mo no ame 90.0 0-Im • •7810 • am Sao • 680.ft • • 78.0 80.0 mo $GO 3r , 78.0 89.0 mo OOA 3/te- M L CLASS 3/10" HEAT SUM'.. GLASS 39- 7b4 80.0' sole ', a" 03-1/0' 7810 Sole SOA o0A W 3- no e00 74- A OOW CORNWti 090 on SUM �' 78.0 !•A MOA 990 YB-Uf2' : • •78.0 8010 •d6.0 • �.S GE SCS 2000 OE � 20M 84• 7810 a" • 3: ��. w 7810 BOA 8010 ego vo:;v • 7810 A b 66- no 00.0 9dA 70 000 7bA • 0 0.0 LDAP m 4 B \ 4 B 7r 7810 9010 sole 9010 89-IPa- 7810 �A 8100 SOA 2S 7x0 amo 90.0 GOA SOA G0.o 0 30- 7010 SOA ou. 00.0 63-1 no 8010 a" 30' 7810 8010 0 GOA 74- 71.3 8010 6010 W 4r 764 00.0 8010 I -mo 28-1/r 7810 a" Hole ODA 4e• 78.0 00.0 ODA 00.0 37" or 7810 80.0 80.0 GOA pe x 1-114• MAS ge x 1•-#I9" mg or 7810 EOO 8010 s8A 03-1 07.9 70 eoA GOA AT 3-12. F119M em AT 3-1(r FRO UM w 7810 8910 sole 90.0 28-1/8• Tao 60.o 80.0 Sao 10 O.C. MAX. AND 10 O.C. MAx, w 76.0 6010 60.0 ' ow 37` 71r 78.0 800 80.0 SOA . (SLA6B 4`YP_8 'C' TVPS �D' 72- 7810 98.8 8010. 90.0 83-1/8- 079 88.9 BOA Sole G� AZIIVG OPTf0At3 24- 75A 804 H9.0 GOA . 39- no amo Mo 90.0 30- 75.0 SOA a9A SOA W 6r Mo 8010 SOA GDA 48- Me 00.0 sole 90.0 .. 04- 88.8. 713 BOA 60.0 .. - 60- SM2 58.2 a0.0 9010 L s6- wa o .0 u 60.0 80 WINOOH WIDTFt tT8400W DTH 11 G'�'-__jll 72' �a 848 899 80.0 -TN, 28- 78A o0.0 80.0 GOA 30- 78.0 me E0.0 38- 7810 WA Sao 90.0 . 42" 78- MO 90.0 MA 9010 I % I F 48' 71b0 7s,8 SOA 9a0 Is 8f• 88.8 71.3 8910 GOA IV= AND LMOTH 0 om se ORIENTED pi I 1 I I ar ASM, as 04.2 BOA fto VERR=LY OR 1fORMON MU AS SRM 24• 7810 a" 8010 9010 %MOW TROTH t11t�lT -(rL- WM 50- 7810 6010 Sale 9010 38° �, 7810 8010 MA 90.0 LbwathaRlat& VANDOM -1 48" I - _ I - 4r 7010 MA SOA 9010 AcB @ao19n8aC/m0l�aaa .,. 1 I 1 68' 643 98.3 BAo am i $ I I I za 7&0 BOA L1ao tm9 6�uam P/UdnclCoa 96 ar 7810 �.0 80.0 GOA -1 3a' 98' 780 788 60.0 GOA, NpjE; � 1 We1D9W Wa1TN 04D9w YiIATH ( i 4r eaB 649 e9A GOA GLASS CAPACMES ON THIS SHEET ARE 48• 5" 899 amo 9010 BASED ON ASTM ET300-04 (3 SEC. GUSTS). _ 2r '.= 8910 eao 0010 3N' no sole 4010 9010 PROM=RSVMM 30' tae' 749 las aGo 900CAL wlihthoT i 42• 91.0 618 8010 801010 �ae 4 1 a4' 77- 760 Sm a" 90.0 AUAWABLE LOADS FOR ALTSUM SHAPES AG SHOWN ABovE CR SWM OAN W 3r 7" 7" SDX �o BIB VMIFLED By 1N MUG PiCFM YIM W SHAPE 1VM MAN OR RECTANGLE ats SHOWN LN OO M LIKES. AND 08TARM ALLOWARLE LOADS FROM THM SHAPE& a oa,w;iaA W08-20 shB•e of • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • �r 311V Alae. GAM 3/10` M+AT STRF O. GLASS vomw x1115. I 01685 TYPE 'c'- 1^G>.aen I71'is ti oRR+vs .- = 2'T{'R .:. ro _ 19 w w Laim t.} OR.(+} tmrA- 180'd•-} EXT �SHI ••} EXL(+ 1N'i{- OI1TAf3E08I AYE ,� 0�' ' 2v Mo no ame 90.0 0-Im • •7810 • am Sao • 680.ft • • 78.0 80.0 mo $GO 3r , 78.0 89.0 mo OOA 3/te- M L CLASS 3/10" HEAT SUM'.. GLASS 39- 7b4 80.0' sole ', a" 03-1/0' 7810 Sole SOA o0A W 3- no e00 74- A OOW CORNWti 090 on SUM �' 78.0 !•A MOA 990 YB-Uf2' : • •78.0 8010 •d6.0 • �.S GE SCS 2000 OE � 20M 84• 7810 a" • 3: ��. w 7810 BOA 8010 ego vo:;v • 7810 A b 66- no 00.0 9dA 70 000 7bA • 0 0.0 LDAP m 4 B \ 4 B 7r 7810 9010 sole 9010 89-IPa- 7810 �A 8100 SOA 2S 7x0 amo 90.0 GOA SOA G0.o 0 30- 7010 SOA ou. 00.0 63-1 no 8010 a" 30' 7810 8010 0 GOA 74- 71.3 8010 6010 W 4r 764 00.0 8010 I -mo 28-1/r 7810 a" Hole ODA 4e• 78.0 00.0 ODA 00.0 37" or 7810 80.0 80.0 GOA pe x 1-114• MAS ge x 1•-#I9" mg or 7810 EOO 8010 s8A 03-1 07.9 70 eoA GOA AT 3-12. F119M em AT 3-1(r FRO UM w 7810 8910 sole 90.0 28-1/8• Tao 60.o 80.0 Sao 10 O.C. MAX. AND 10 O.C. MAx, w 76.0 6010 60.0 ' ow 37` 71r 78.0 800 80.0 SOA . (SLA6B 4`YP_8 'C' TVPS �D' 72- 7810 98.8 8010. 90.0 83-1/8- 079 88.9 BOA Sole G� AZIIVG OPTf0At3 24- 75A 804 H9.0 GOA . 39- no amo Mo 90.0 30- 75.0 SOA a9A SOA W 6r Mo 8010 SOA GDA 48- Me 00.0 sole 90.0 .. 04- 88.8. 713 BOA 60.0 .. - 60- SM2 58.2 a0.0 9010 L s6- wa o .0 u 60.0 80 WINOOH WIDTFt tT8400W DTH 11 G'�'-__jll 72' �a 848 899 80.0 -TN, 28- 78A o0.0 80.0 GOA 30- 78.0 me E0.0 38- 7810 WA Sao 90.0 . 42" 78- MO 90.0 MA 9010 I % I F 48' 71b0 7s,8 SOA 9a0 Is 8f• 88.8 71.3 8910 GOA IV= AND LMOTH 0 om se ORIENTED pi I 1 I I ar ASM, as 04.2 BOA fto VERR=LY OR 1fORMON MU AS SRM 24• 7810 a" 8010 9010 %MOW TROTH t11t�lT -(rL- WM 50- 7810 6010 Sale 9010 38° �, 7810 8010 MA 90.0 LbwathaRlat& VANDOM -1 48" I - _ I - 4r 7010 MA SOA 9010 AcB @ao19n8aC/m0l�aaa .,. 1 I 1 68' 643 98.3 BAo am i $ I I I za 7&0 BOA L1ao tm9 6�uam P/UdnclCoa 96 ar 7810 �.0 80.0 GOA -1 3a' 98' 780 788 60.0 GOA, NpjE; � 1 We1D9W Wa1TN 04D9w YiIATH ( i 4r eaB 649 e9A GOA GLASS CAPACMES ON THIS SHEET ARE 48• 5" 899 amo 9010 BASED ON ASTM ET300-04 (3 SEC. GUSTS). _ 2r '.= 8910 eao 0010 3N' no sole 4010 9010 PROM=RSVMM 30' tae' 749 las aGo 900CAL wlihthoT i 42• 91.0 618 8010 801010 �ae 4 1 a4' 77- 760 Sm a" 90.0 AUAWABLE LOADS FOR ALTSUM SHAPES AG SHOWN ABovE CR SWM OAN W 3r 7" 7" SDX �o BIB VMIFLED By 1N MUG PiCFM YIM W SHAPE 1VM MAN OR RECTANGLE ats SHOWN LN OO M LIKES. AND 08TARM ALLOWARLE LOADS FROM THM SHAPE& a oa,w;iaA W08-20 shB•e of anon slwac Ut aJM FOR PAM I •.v . i6 .�.a�'�•ad SIX WOOD BUCKS ATS METAL STRUCTURE NOT 8Y ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM! AND TRANSFER THEM TO THE BUILDING STRUCTURE. . . ••• . • . •••• . ••• . • . ... .. .. . . . .. . • . .. .. . . . .. .. . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tp SAL ANCHOR& sm am FOR senmo 1/a" m TAPCOM 8Y 'ITW' (FL -120 Km FY W % INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU ISY BUCKS INTO CONC. OR MASONRY 1-1/a" MIN, EIM INTO CONC, OR MASONRY DIRECTLY TNTO CONC OR MASONRY 1-1/44" MIN. EMBED INTO CONC. OR MASONRY 1 /a" DIA. = OR, SELF nRO.UAiG SQRE9VS (GRACE 8 CRO INTO METAL STRUCTURES STEEL , 1/8" THK. MIN. (Fy - 38 KS] MIN. ALUMINUM , 1/$" THK. MIN. (8083 -TS MIN.) (STEEL. IN WIGACT WITH ALUMINUM TO 8E PLATED OR PAINTED) Mta AOR SF!F DRiL!m gt_arwc ,(0mr.2 CRs) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (HN. THK. - .080'7 (NO SHIM SPACE TYPTOL F= OI ANC INTO' CONCRETE AND MASONRY A 2-1/2" MIN. INTO WOOD STRUCTURE o 1" MIN. INTO METAL STRUCTURE d 3/4" MIN. CONCRETE PC - 3m P81 MIN. C-80 HML W/Fa= BLOCK eat - 18M PSI MIN. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. t ds "mpSpitlgVA& FIA P, 70.°•2 dt�1ICbg___ o. v 9A• .v :AR68 DA f!I y > WAM tgQCngiJ ' t SPSPACING mftCRS . 110 , Hil T111* drowtng rro. W09-20 • • •• • • ox . • • items • • • • • • • •• • .... . . .... tp SAL ANCHOR& sm am FOR senmo 1/a" m TAPCOM 8Y 'ITW' (FL -120 Km FY W % INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU ISY BUCKS INTO CONC. OR MASONRY 1-1/a" MIN, EIM INTO CONC, OR MASONRY DIRECTLY TNTO CONC OR MASONRY 1-1/44" MIN. EMBED INTO CONC. OR MASONRY 1 /a" DIA. = OR, SELF nRO.UAiG SQRE9VS (GRACE 8 CRO INTO METAL STRUCTURES STEEL , 1/8" THK. MIN. (Fy - 38 KS] MIN. ALUMINUM , 1/$" THK. MIN. (8083 -TS MIN.) (STEEL. IN WIGACT WITH ALUMINUM TO 8E PLATED OR PAINTED) Mta AOR SF!F DRiL!m gt_arwc ,(0mr.2 CRs) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (HN. THK. - .080'7 (NO SHIM SPACE TYPTOL F= OI ANC INTO' CONCRETE AND MASONRY A 2-1/2" MIN. INTO WOOD STRUCTURE o 1" MIN. INTO METAL STRUCTURE d 3/4" MIN. CONCRETE PC - 3m P81 MIN. C-80 HML W/Fa= BLOCK eat - 18M PSI MIN. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. t ds "mpSpitlgVA& FIA P, 70.°•2 dt�1ICbg___ o. v 9A• .v :AR68 DA f!I y > WAM tgQCngiJ ' t SPSPACING mftCRS . 110 , Hil T111* drowtng rro. W09-20 . .... . . ..... . ... . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ... ..... ....... .... ;• i i I i lil,i ��i �3 1'ffiI B PART @ amD»fl MA2alRAL WAiVP./BIIPPF1a6/I�fARile s tr,�s a rtsruse >�an/ea�.laaee e-yra a � as REQ. GIAz�ta rte- I/le' aiAss soes-re 3 r= AS RM. Mt(AIOR CMM WO -76.. 4 E203 AS RM OIAZINQ WAD -MU IiB�fIEIIf t%1t#APi1Q ,$ FL8-8D 1 QthA4 FACER - I FmSWCOHE Few tA@E 8 /10 x 2' 8 t A'LY >i01m pq m � 7 fl'i20 - F1L8}I PRA18E AOAPIER ✓�S-iB OPilUAlpi. ;• i i I i lil,i ��i �3 1'ffiI B PART @ amD»fl MA2alRAL WAiVP./BIIPPF1a6/I�fARile s tr,�s a rtsruse >�an/ea�.laaee e-yra a � as REQ. GIAz�ta rte- I/le' aiAss soes-re 3 r= AS RM. Mt(AIOR CMM WO -76.. 4 E203 AS RM OIAZINQ WAD -MU IiB�fIEIIf t%1t#APi1Q ,$ FL8-8D 1 QthA4 FACER - I FmSWCOHE Few tA@E 8 /10 x 2' 8 t A'LY >i01m pq m IL . a /1I.Y1 t AL1: •° v vro _v. +. •V. PSP ;• • P •x 1 •P wa'mrnu S ripm SM EM. FOR • • ••• • • • ••• • • ••• • • • •s• •• •• • • • •• •• • •• •• • • •• • •• • • • • • • • • • • • • • • • • • 000 0&0 POO :00 000 • • • • • • • • • • • • •00 • 0 • • • • t • • • • a • • • • .p• SPACM A 01 • 4 � app^ff p 1/V MAXSHM O .I. ALT. .a: e a • ° •' P •• •� x pjQinit�9'i1L Qt srl�6 ftuft Aw anPROMWRWNW .aa PX [`7089a oKffma wftcaft milm Ply droadn9 no. W09-20 L'ir�lwl 1