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WS-17-763 Mg t t 3 �stjO t, Miami Shores Village Pe�rf y(47wo tterS 10050 N.E.2nd Avenue NE cr� sl�tl ��a�rHoor Ro ,acertn Miami Shores,FL 33138-0000 hYP ^�e Phone: (305)7952204 PeCat�it:�t8tAPP �/ D Ft R1J`_ L � f ;3130120Expiration: 09/26/2017 Project Address Parcel Number Applicant 8701 NE 4 Avenue Road 11-3206-046-0660 CYNTHIA LAM Miami Shores, FL 33138-0000 Block: Lot: Owner Information Address Phone Cell CYNTHIA LAM 8701 NE 4 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 HURRICANE HOME PROTECTION INC (305)278-7476 ....._,... ,.._ _... . .. wm.__.. .,,..__, Total Sq Feet: 0 Type of Work:REMOVE AND REPLACE IMPACT RESISTANT Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-3-17-63389 DBPR Fee $2.25 03/30/2017 Credit Card $ 126.50 $50.00 DCA Fee $2.25 Education Surcharge $1.00 03/21/2017 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $176.50 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 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and nin . Futhermore,Iauth the above-named contractor to do the work stated. Z, March 30,2017 Authorized Si nature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 30,2017 1 * Iy �-� ti Miami Shores Village - �0\ Building Department NAR 212117 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20I4 BUILDING Master Permit No.0j tS 1 —1 --7 496 PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8701 NE 4th Ave Road City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11-3206-046-0660 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Cynthia K. Lam Phone .3 -333-2177 Address: 8701 NE 4 Ave Road l City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: NSA Phone#: Email: Lamsync2@gmail.com CONTRACTOR:Company Name: w ' 1 1i I K �1 Phone#: 30bz- Address: \Nov Suy t 4� CA--ynP- City W1\ C�1 State: f Zip: xZ? r�co Qualifier Name: :�,, (d Phone# �Ioci I S Z State Certification or Registration#: 0?- $S`a SU® Certificate of Competency#: 04 85a? DESIGNER:Architect/Engineer: NSA Phone#: Address: �=2 ) a City: State: 1 Zip: -T00oValue of Work for this Permit:$ �( 0Square/Linear Footage of Work: 2— S a(- Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Remove and replace with impact resistant material the existing with the Sliding Glass Door and all Windows. µ 6. . Specify color of color thru tiler �. Submittal Fee$ Permit Fe CCF CCF$ CO'/CC$ —� Scanning Fee$ Radon Fee$ ° Z- DBPR$ , c_. Notary$ Technology Fee$ LA Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ �—� TOTAL FEE NOW DUE$ 9 2 \0 (Revised02/24/2014) t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A 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 rONIRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 14 day of March .20 17 by day of March 20 17 by Cynthia K. Lam �,, Y who is�ersonally known to hO —g� who is ersonall_y know�� me r who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r Sign- Sign: Prin : - Print: ®lJ✓�- �� L1LJy Il"ryrubk Stab M ftro Seal: Cr6y N S � Seal: LOURDES M.ACOSTA j My Commmew GO 7631 i 9�� ;. MY COMMISSION GG 08p54p 3; Qg EXPIRES:March 7,2021 . o '•.. RBmde�ThN ' APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) `y vR yr In M JW ff [arae hares Village Building Department �4RT{l� 10050 N..F.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2244 Fax: (305)756.8972 Notice to Owner— Workers' Compensation Insurance Ecempta®n s,ON ,rr Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or fall-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt ifi 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under fWs workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or site will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,parttime employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Dvvner r- . State of Florida County of Miami-Dade � z o� o'o The foregoing was acknowledge before me this day of P�CA' 101 ,20� �y�. BY e who is personally known to me or has produced as identification. fs .nt4 SKoREs yr Miami shores Village Building Department N.ol;,,,, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L" �'� Tel: (305) 795.2204 PLoRtoA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: (J 0,��- -,I e �Vll?-A/��)6::-- L4 4'7 Qualifier/Owner Signature Date Print Name -�y i Page 1 of 1 . . ... . . . ... . . . . . . . . . . : : . . ... . . . . ... •e• 66: •-• • 0 SITE SPECIFIC WINDLOAD CERTIFICATE ly AL-FAR�?'O.Q ' . . . . . . CORPOR,a►�IO-N ••• •'• • 9360 Sunset Dr. I STE 22D G.*i.Jni: 91-:3$3730 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com : : : : : : : •• s • • • • •.• •• Project Number: 33284-2574 Date Requested: 3/22/2017 3:25:31 PM Client: Cynthia Lam Mailing Address: Cynthia Lam 8701 NE 4th Ave Road, 8701 NE 4th Ave Road, #8701 #8701 Miami Shores, FL 33138 Miami Shores, FL 33138 Project Address: 8701 NE 4th Ave Road, Job Name: Home Project Information Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures Exposure Category D Trib.Area(ft Z) Zone 4 1 Zone 5 Roof Type Sloped 10 +53.1 1 -57.6 1 +53.1 -71.1 Mean Roof Height 25.00 ft ZONE 4=11 de1096 OF LEAST HORIZONTAL DIMENSION Elevation of Opening 25.00 ft ZONE 5= HEIGHT'N'FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Least Horizontal Dimension N/A General Calculations � = - - - - Directionality Factor(Kd) 0.85 -_ Velocity Pressure Coefficient(Kh) 1.13 ` Velocity Pressure Coefficient(Kz) 1.13 , Topographical Factor(Kzt) 1.00 ' � Velocity Pressure(Qh) 75.0 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 75.0 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Notes: c a Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. ©2017,Copyright AI-Farooq Corporation CAN(EB)#3538 V41 \A 3/23/2017 RECEIVED MAR 2121Y UVING ROS+ DINING I ROOM a a fir. Window 25 7/8 x 25 7/8 Eco-Guard Series-100 ' NOA No. 15-0406.12 KITCHEN I . • 00.0 0060•0 L •• • • • • 698.6• •• ••0o 0 66060 • • 6666•• 6666 •• • • • 6666 . 00 .0.80 69.06• • • 6060• • • 6666•• I .. .. 00000• L_ -- -�------ 0000.. . . . . 0000.. •9996• TERRACE_ • • 6 •6•066 00: Sliding Glass Door j e2 71 1/2 x 79 3/4 Series-700 Alum SLS NOA No. 15-0612.05 -CT C COQ.?-FLIANCE M 1H ALL FEDERAL Lc 4 : EC JLgT1n�.1S P F Window (egress) 53 1/8 x 50 3/8 Eco-Guard Series-200 NOA No. 15-0728.05 XASET a&DROOM 1p UN CLO. Window 26 x 26 Eco-Guard Series-100 BATH NOA No. 15-0406.12 CLOSET BEDROOM 0 •••• • • 0000 0000•• 0000•• •• •• 0000•. 0000•• • • • CLOSET0000•• 0000 •• . • • • . • . • 0000 . •• 00006 0000•• . • 0000• • • .• 0000.• •• • 0000.• • 0600•• . • • 0000.• • • Window (egress) 74 x 38 3/8 Series-700 Alum SLD 2nd FLOOR NOA No. 15-0728.05 MIAMaDADE MIAMI—DADE 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 (NOD) www.miamidade.sov/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 ERProduct 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 tTeo-Guard 100"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled `ward Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, 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,.CiV,04tate, model/series, and following statement: "Miami-Dade County Product Control AppJov0'*unlessldWrwise " noted herein. 0 . : . ...... .. .. ....v. RENEWAL of this NOA shall be considers after a renewal application has been.fjl4%nd there has been . no change in the applicable building code negatively affecting the performance of thisplsoduct. .. : : TERMINATION of this NOA will occur after the expiration date or if there has bdth 'revisiotl or dhange ••;••. in the materials,use,and/or manufacture of the product or process.Misuse of*this'l40VIs an eUewlinent of any product,for sales,advertising or any other purposes shall automatically terminate this N6A. Failure .... to comply with any section of this NOA shall be cause for termination and removal of 1V A. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, A311d4;and . followed by the expiration date may be displayed in advertising literature. If any•pertien of Rw*NOA is displayed,then it shall be done in its entirety. 0• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-0317.02 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.15.0406.12 MIAht) COUNTY Expiration Date: April 08,2019 �1 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 tinder NOA No. 09-0224.07 and previous NOA No.14-0317.02) 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 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)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 No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2"wide x 76" high ECO-Guard Series.100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 090224.07) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 ."". .... .... . 2)Cyclic Wind Pressure Loading per FBC,TA •201�4 •• along with installation diagram of a 106-1/2" wide x 76" high ECQ*r0ruard•SOQC 100 ....:6 aluminum single hung window, prepared by Hurricane Enginaruag & Testilag Inc. • • Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and d by VApdido F. • • Font,P.E. (Submitted under 1Vt7A No. 0-9-0274.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 0•:0•: :•••:•06 • 2 Uniform Static Air Pressure Test,Loadingj L • pg�F��,TAS 202-94 •• 3)Water Resistance Test,per FBC,TAS 202-9& ' : ....:. 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94• **see along with installation diagram of a 53j/4"wide x 76"high ECO'Gudrd Sefft—t QO • aluminum single hung window,prepared by Hurricane Engineering&Testing In'c. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA)Vo. 09-0224.07) ma -er ez,P.E. Product CohtrojAxRmincr NOA No.15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coft9`wm) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 70/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETIM-2170,dated 12/15/09,signed and sealed by Candida F. Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 50' Edition (2014), dated 03/27/15 and 06/23/15, prepared by At-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 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. i F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51k 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 letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc.,dated 12/09/14,signed and sealed by Marlin D.Brig,P.E. (Submitted under previous NOA No. 14-0317.02) •..' 3. Proposal issued by the Product Control Section, dated 03/2SW, signed-by Jaime •s Gascon,P.E.,Product Control Section Supervisor. ase-see •• •• •••••• (Submitted under prepious NOA No.14-0317.02) 066:69 :0 * 0 0 0 0: 4. Laboratory compliance letters for Test Reports No.HETI-08-21407,- ••• ••••• HETI-08-2166C, HETI-08 2168 and HETI-08-2170, all j;sygd by .Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed%3tandiro*fopont, •••• • P.E. ...... 00 (Submitted under NOA No. 09-0224.0 7) G. OTHERS •• ••• • 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Mauuel P.E. Product Cont Ex finer NOA No.M0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 53 1/8" 53 1/8" T J -WINDOW WIDTH o Ir 47 3/8" 47 3/8" Q O.L.O. (FIX. LITE) -D.L.O. (FIX. LITE) -_- 6" MAX. MAX. ��++ 8"MAX._ 12" MAX. D. HEAD HEAD mGl HEAD CORNERS CORNERSo SWEEP LATCHES FROM J � AT M ENDS' ENDS - I -- I 1 tgit vf II J s 2 la f 1j 11 3 r> '1O01.I n 11 � yII { II N N J� CF- 3 ^•c it 3�'I v FALSE MUNI INS NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL (+r��,•�, 0 M vK�I' (SURFACE APPLIED) (SURFACE APPLIED)-- i-ii Z_ DPTIDNAL 47 3/8" UPTIDNAL 47 3/8" 3 Z -----D.L.O. (VENT)---- D.L.O. (VENT)a-- SPRING LOADED LATCHES u}{ 50 3/18` AT 7'FROM ENDS 50 3/18' I O `I " -_--_ VERT WIDTH ----- OPTIONAL TO ---- — VENT WIDTH 'O—GUARD SFE'F2�ES-100 SWEEP LATCHES ,UMINUM_SINGLE HUNG WINDOW EQUAL L(TES TMP UNEQUAL LITES (ORIEL TYPE) ;ICN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS ,RTS SHOWN ON SHEETS 2. TESTED UNITS TO DOW TYIBINATIONS PES IN SINGLE HP MODULES TWO OR MORE WINDOWS USING 4 UNG WITH OTHERE NI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. iER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 3 APPLY TO ENTIRE SYSTEM. 1 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRy THE • e•• • e • • • UIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VI.00ITY e• • • • • ••• e RICANS ZONE (HVH2). w • • • w • • • • - .e •e• ee e e • to g< m u a w lD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER - DS TO THE STRUCTURE. :HORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS - ---- }q 4 EDMEN7 TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR�UCCO.••• ••• • THESE WINDOWS ARE RATED FOR LARGE d( SMALL MISSILE IMPACT. Eagr.JAMA AHMA6 • • • • • • • SHUTTERS ARE NOT REQUIRED. FU PEAL 74512 g C :HORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • ---- --- --- - CA.N. 38 114 PART OF THIS APPROVAL. • • • • • • e • • PRODUC1'lt8VI3HD wDL Lhe Pt xld• OAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORyI Wi(l WLiDD ONLY. i• ••• ••• eee as " 111�B /� SHIMS TO BE HIGH IMPACT, NON-METALUC AND NGN-COMPRESSIBLE. A�aaPw +6 // U 23 20 5 d Ing no Ax U0I{on Oma C./../� ERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, 1I4AT W09_Q$ AE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL M619 sTHF• • • • 006 • • itp IUIREMENTS OF THE FLORIDA BUILDING CODE. • • • • • • • • )dim Uada hroduot C.". a� sheet of 6 e•• • 0 0 •e• 0 0 ;QUAL LITES WINDOWS wIOTH UNEQUAL LITES WINDOWS vnDTti _ Lll4m)ESIGN LOAD CAPACITY - PSFOESICN LOAD CAPACITY - PSFGLASS TYPES CLASS TYPE GLASS TYPES LANCE DIMS. 'A', 'B' 8 C. - - FUNGE DIMS. 'A' B. k C. Z ITH HEIGHT EXr.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) pppO 3 I/8' 750 _900..._ �� 19-1/8" 75.0 90.0 75.0 90.0 1• '�• 24" 75.0 9_0.0 75.0 90.0 n' 1/2" 750 900 26-1/2' 75.0 90.0 75.0 900 ._.. ...._.__.._....__.�_ _ __ fin• Y T6' 75.0 _90 0 32' 50-5/6` 75.0 90.0 75.0 90.0 G r' (3) 75. 5 0 90.0 •- _,- 37' (5) 75.0 -90.0 75.0 90.0 v Q V )' 75,0 - .90.0 40' 75.0 90.0 75.0 90.0 o.o.' i7 SIH 75.0 1/". --750 O_... b3- 7so 900 780 900_.._ 3. 3.750 90.0 / 18-1/8' 7so -- 90-0 7so 90.0......... I. 75.0 90.0 24' 75.0 90.0 75.0 90.0 4 I/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 80.0 .. 0 2' 38-3/$" 75.0 90.0 _ -.-- -- 32• 63' 750 _,.90A 75.0 90.0 z r• (4) 75.0_ 90.0 37" (6) 75.0 90.0 7s.0 90.0 )• 75.0 _ 90.0 40• _75.0 90.0 75.0 90.0 1• 75.0 90.0 EQUAL LITES as• - -75.o so.0 $ UNEQUAL LITES (ORIEL TYPE) ^r 1/8• -78.0 90.0 53-1/8• - -------i5.0 - 90.0 v V 1/8" 75.0 90,0 19-1/8' 75.0 90.0 75.0 90.0 3 {• 79.0 90,0 24" 75 0 90.0 75 0 90.0 Ul I/2' 750 90.0 n1 26-1/2' 750 90.0 75,0 90.0_ N W 2' 50-5/8" 75 0 90.0- 32' 78 75.0 90.0 75.0'. 90.0 I' (5) 750 90.0 37` (7) - - 75.0 90.0 0 C T TSO 90.0 Z w � 40" _ - 75.0 _ 90.0 _ - FC-=00 1' 75.0 80.0- 9 4$' - 75.0 90.0 N n m _._..___. ._--._...._. ......_..... -___ I Je' 75,0 90.0 = 53-1/8` - - 75.0 90.0 • M O C)M ,� I/V 75.0 90_0 75.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING Z LL 4' __ 90.0 a< --3 1/2' 7_5.0 90.0 o EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 3 z o 2' 63" 73.0 90.0 OO W n T (6) 75.0 90.0 w 1/8'HEAT STREN'D. GLASS ZZAA55 W rn 0' 75.0 - --90.0_ g• 75.0 90.0 0 -5/16'AIR SPACE PRODUCPRDVISBO 3CLASS a+complyM4 allh Um Florida 1/8' 75.0 90.0 1/8'HEAT STREN'D. Woo N 1/8'HEAT STREN'D. CLASS 3/18' HEAL STREN'D.GLASS S- its.zz.. I/8" 75.0 90.0 AooCPffi1c0IdC 'I 4- 75.0 90.0 .090' Interloyer 090'Inlerloyer 090' interloyer 1Ie1190Daw d DuPont Butocits PVB DuPont Butocite PV8 DuPont Bulocite PVB 9 + 1/2' 75.0 90.0 By'Kuroroy Americo, Inc.' By 'Kuroroy Americo, Inc.' By'Kuroroy Americo, Inc.' gy 2' 76" 75.0 90.0 Jll 0 PT ct o T (7) 750 900 1 1/8" HEAT STREN'0. CLASS 3/16'HEAT STREN'D.GLASS -1/8" HEAT STREN'D. GLASS 6" 73.0 __90.0 Z r SILICONE SILICONE SILICONE v g y Dow 899 DOW 899 z DOW 899 t F 75.0 190.0 y . -y • • • • • • •. m=^ = 18 • ' '� • •• • • • •'^ 16 11 I io 16 21 p c d ? m n • • • • • i �I �0< m u o w • •• • • • i p 1 i SETTING BLOCKS AT �-c= ------------� LAM.CLASS AND INSUL. IAM. CLASS - 2t 8A . Yt 69 NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS '. g 21 Engr JAVAO AHMAD •Y • • • ••• ••• • CIVIL •13 M 1/4 POIN}S ON L • • • • 13 AT 1/4 POINTS ON LITES 13 AT i/4 POINTS T CAN 3892 S • DER HAN 6 0 WIDER THAN 36' ONLY 24 ALL SIZES � -E: ='i'i'•-"hP'-a` • ••• i•• •ami-ml-'r GLASS TYPE 'C' 8 5 SSS CAPACITIES ON THIS SHEET ARE GRAZING OPTION$ drawing no.� iE0 ON ASTM E1300-09 (3 SEC. GUSTS) 10151 FLORIDA BUILDING COMMISSION ••• • • • • ••• • • W09 08 'LARATORY STATEMENT OCA05-DEC-219 • • • • • • • • �heet 2 of 6 } • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • +�, ---- ,TYPICAL ANCHORS I SFE FIN. FOR SPACING TYPICAL ANCHORS \ OO WOOD BUCK N I -SEE ELEV.FOR SPACING % f e- ..° __EDGES OKI. METAL MIAMI-DADE COUNTY APPROVED - m J� ° STRUCTURE MULLION & MULLION ANCHORS 4 °. EDGE DIST. SEE SEPARATE NOA EOCf.-DIST O / EOCF..,GIST. Q M 1 -- TYPICAL ANCHORS_ TYPICAL ANCHORS SEF F.LEV. FOR SPACING SEE ELN. FOR SPACING- ^B 1 1 1 I p 1 1 T �1D WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. U MUST SUSTAIN LOADS IMPOSED BY GLA7.ING SYSTEM i ; AND TRANSFER THEM TO THE BUILDING STRUCTURE. 11 + OPTIONAL TO 7z BOTTOM LATCH TYPICAL A-NCIIORS; SEE ELEV. FOR SPACING s 1f4" DUL ULTRACON BY 'ELCO (Fu-177 KSI, Fye155 KSO rn a Bl 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I''I ae 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) a to THRU 1BY BUCKS INTO CONC. OR MASONRY 00n �n 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 10 Z L� 5i i to zt 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 Z m j DIRECTLY INTO CONC. OR MASONRY O a 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) W Lu 1 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) A INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 11 INTO METAL STRUCTURES STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) 1 ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) 4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 12 1 TYPICAL EDGE DISTANCE m g�g s 2T�g IIAINTO CONCRETE AND MASONRY = 2-1/2" MIN. +5 i /s ••• • • • • • •• INTO WOOD STRUCTURE = 1" MIN. I • • • • • • • • INTO METAL STRUCTURE = 3/4" MIN. i,i • CC� t •• • • • • • taA •• • • • • ••• • 2 • • • • • • • • • WOOD AT HEAD, SILL OR.IAMBS SC - 0.55 MIN. S •• • • • •• CONCRETE AT HEAD, SILL OR JAMBS t'c 3000 PSI MIN. 2! c<m u o PRODUCT RBVC-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Pm ® 2000 PSI MIN. hthe _ tb� Flotide psllan I M _ as • • _--i • ••• • • - 40 b rW�:JACAHAO .. • • • • • • Atceptatrc•N• ML ��Z M 'JS 9x92 o N 3 •t • • • nu 7CAX °• • • • • • • • y k ALL JOINTS AND FRAME CONNECTIONS SEALED WITH drawing no.1��_�$J n ••• • • • • ••• • • JOINT SEALER. • • sheet Sof 6 ) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TEEM 0 PART 9 READ. DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS 1 FY101 1 FRAME HEAD 6063-T6 2 FYI 15 1 FRAME SILL 5063 T6 ----- 3 FY103 2 FRAME JAMB 6063--T6 ..._ .. Q 4 FY104 1 FIXED IN ffC. RAIL 6083 TB - 5 FYIOS 1 VENT TOP RAIL 6063 TB - a 6 FY114 1 VENT BOTTOM RAIL - 60453-T6. -. O V 7 fY107 2 VENT SIDE RAIL 6063 T6 - 8 FY108 AS ROD. GLAZING BEAD(5/18 LAM. CLASS) 6063-T6 - BA FY109 AS ROD GLAZING BEAD(7/18 LAM. GLASS) 6063-T6 I. MMI-OADE COUNTY Be FYI 10 AS ROD. GLAZING BEAD(INSIR. LAM. CLASS) 6063-T6 APPROVED MULLION- 9 IY116 2/VENT SASH STOP - 6063-T5 SEE SEPARATE NOA TYPICAL ANCHOR5 SEF. ELFV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH AT 7 FROM ENDS 6063-T6 - W t IIA - I/LATCH LATCH SPRING ST. STEEL - 12 SL203P 2/VENT SWEEP LATCH AT 12-1/2- FROM ENDS -ZAMAK SULLIVAN &ASSOC.� Z fA 12A B8 % 5/8' 2/LATCH LATCH INST. SCREWS ST STfCL FH SMS AS RE00. SETTING BLOCK EPDM DUROMETCR 8035 SHORE A 14 09 X 1'! AS REOD. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS 14A ➢8 X J/B' 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS - ----- J U J�y 15 C207 AS REDO. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB _ - - "' J T1 T .. 16 E203 TOPRENE,AS REOD.- GLAZING BEAD BULB SANULTRAFAR __....... ..._.. __.. _NTD --- N _ IB W23181 AS REGO. FIN SEAL WSTRIPPING - ULTRAFAS ' 19 FY117 4/VEM SASH GUIDE _ _ _ CELCON M&M PLASTICS �^ 19A - 11 X 3/8 1/GUIDE SASH GUIDE INST. SCREW CRS ON SMS TYPE B 2O._--..—.F210 ... 2/VENI -SASH RAI ANCE _.. ._ - �.._ .. SUPERBOOSI BY BSI 20A `08 X 5/8 i/BALANCE BALANCE INST, SCREW P FII SMS 21 - AS RE00. CLASS SPACER SILICONE FRANK LOWE En 0 O M N 22 - 1 5/16•BOX SCREEN OPTIONAL 3 23 FY120 - FLUSH FRAME ADAPTER 8063-TB OPTIONAL Q Z TYPICAL ANCHORS 24 - - SCC ELEV. FOR SPACING MISUL.GLASS EDGE SPACER ST. STEEL I CARDINAL XL w / _-- —._-. ._..`. -- .. 1 4° MAX. VENT WIDTH SHIMS - _WO I/4'MAX. -SHIM W000 DUCKS _-.SWM _- - ._METAL i9 STRUCTURE g 18 7 T 20 ! c R a o TYPICAL.ANCHORSSEE ELEV. o o FOR SPACING TYP ANCHORS tl 1 2° SEE ELEV. FOR SPACING g W • • • v p:� • •• SIRE1/4' • • • • • • • • MASONRY to EXTERIOR S 3nqr. IAVAO N n R •:• ••• ••: ••• ••• .a FLA.PC CIVIL 70592 �+ _ CAN.3 --- • D.L. OIG. m ... • WINDOW dMTH • 4,96 . as d Lee complying wilPt JI Asoeplltmorca No �•+�+ 0t5 dmwmg no. ... ... 67 19 1 W09-08 • • • • • • • • Miomi o tt sheet Oof-6-11 • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 0 SEE ELEV. FOR SPACING o -'-- TYPICAL ANCHORS METAL MIAMI-RADE COUNTY APPROVED SEE ELEV. FOR SPACING MULLION $ MULLION ANCHORS EDGE OIST. STRUCTURE �! --- ---moi SEE SEPARATE NOA LOGE DIST. F e O ALS Uf < 8 ALT. q TYPICAL ANCHORS SEF ELEV. FOR SPACING - 3 N J g !n n 4:3 O M y 1/4'MAX. SHIMS All. 0:t TYPICAL ANCHORS SEE ELEV. FOR SPACING W F n' �_ -T 5 MASONRY g yWt n a (p i < e 33ii � CGI • • • • • • • • 0 . J • • •• • • • • • ALT. • • • • • • • • • d o •• •• •• • • • •• �i menu INSTALLATION DETAILS WITH FLU511 FRAME ADAPTER Erpr. AvaG AHYAD § s r--_-Is ••• ••• ••• •• CML ♦ • • • • FIA. .N ,y 70597 c �•,e > • • • • • PItODUCT RL'VISM CAN,3558 • • •• •• • • • • • B=Eca No. as aoTnplylnp al 11ro Mtorida • fi 0"a DOWN 09f� �Q15 drawing no. BY (/,` W09-0 00 • • • • • • • sheet 5 of 6 • • • • • • • • • • • •• •• 000 • •• •• MIAMNDADE MIAMI-DADE COUNrry 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.miamidede.gov/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-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series 200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,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 INTACT HATING:Large and Small Missile Impact Resistant LABELING: Each unit shall beat' a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",ualess gtterwise noted herein. ...... ••• ...... RENEWAL of this NOA shall be considered after a renewal application has beetr fileSand there Ito:been • no change in the applicable building code negatively affecting the performance of tltls PrMuct. •• .• ..•••• TERMINATION of this NOA will occur after the expiration date or if there has b den a revis ion jr change:•••• in the materials,use, and/or manufacture of the.product or process. Misuse of thimgo as aneentipl ement••••• of any product,for sales, advertising or any other purposes shall automatically tejgtjgqtq this 40A.•Failure••;.•• to comply with any section of this NOA shall be cause for termination and removal pf X0A. ;••"' ...... ADVERTISEMENT: The NOA number preceded by the words Miami-D&('.Aunty, Florida, and •, followed by the expiration date may be displayed in advertising literature. If ahy pottion oC tlr.WA is*•'•" displayed,then it shall be done in its entirety. •Goes. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactufel.or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0728.05 MAtM4IF E Coin Expiration Date: May 27,2019 "` Approval Date: September 03,2015 Y81,04115 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SURAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, 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 No. F'TL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#14-0317.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 •••• 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ...... along with marked-up drawings and installation diagram of a XG*X a�uminutn • horizontal sliding window,prepared by Hurricane Engineering*V Mting,Ine,4Fest •••••• Report No.HETI-08-2226B,dated 01/15/09,signed and sealed bY!andido F.Font, :....: P.E. . . .... . .. ..... (Submitted under NOA#09-0312.08) ..:••• 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading pet TOC TAS'202'94 .... . along with marked-up drawings and installation diagram of a�0Y•gluminum• • horizontal sliding window,prepared by Hurricane Engineering&TeSsting,2v.,:Test ..•••' Report No.HETI-08-2227,dated 01/15/09,signed and sealed:byCaaldido•F.Font, :••••: P.E. (Submitted under NOA#09-0312.08) Manue ere P.E. Product Cont of Ex9biner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTmMD) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-031 Z.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-031 Z 08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)C.y_clic Wind Pressure Loading per FBC,TAS 203-94 .... along with marked-up drawings and installation diagram of a XOX%alumna�m ...... horizontal sliding window,prepared by Hurricane Engineerin&40TQsting,1�ic.,Test Report No.HETI-08-2230A,dated 01/15/09,signed and sealedJp Candida 0.xsont, 6009:9 F.E. .090.. 6666.. (Submitted under NDA#09-031108) 0" 0 0 0a 00 9. Test reports on: l)Large Missile Impact Test per FBC,TAS 2CVV4 0 0.:0.• 2)Cyclic Wind Pressure Loading per FBC,T44 YQ3-94 :-000- ....: along with marked-up drawings and installation diagram of a XOX aluminum. • horizontal sliding window,prepared by Hurricane Engineering&'T®sting,•Injest ••••:• Report No.HETI-08-2230B,dated 01/15/09, signed and seal;d by f and4oO V Font, 99 . 9.9 9 P.E. • so (Submitted under NOA#09-0312.08) Manuel P ez,P.E. Product Control xa lner NOA No.1 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Glass 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 "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5th Edition(2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No.143-0317.01,issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/14. • . . .••• ...... • • • • ••+•+• •• ••0*000 0000•• • •0000• 0000 •• • • • 0000 • •• 0000• 0000•• • • 0000• • • 0000•• •• •• • 0•••0• 0 f••0•• • • • • • • •000•• 0.001• • • • •0000• • • Manuel a ,z,P.E. Product Contr 1 aminer NOA No. 5-8728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 72' _ 111 - (2)) ANCHORS AT MTO.STILE ENDS IT L WINDOW WIDTH WNDOW WIDTH (4I ANCHORS READ. FOR SIZES AND LOADSKED WITH'�'ON SHEET 2 ONLY I 10 5/8'MAX. 4' — 3 1/2' MAX. 4' 3 1/2'MAX. HEAD/SILL 3" HEADJSIU CORNERSa CORNERS 3 ` CORNERS It 3 Ir-'TYi I So g4I it- 4 14 of it I I I I oil 0 3 3 Irl �� .� �� _�.� FALSE MUNTiNS 31 1/4' 32 3/d' FA$E MUNTINS 32 3/4' 32 3/4' W2 , (SURFACE APPLIED) ---- --- (SURFACE APPLIED) _ ..._..._ MAY BE USED O.L OPG. D.L OPO. MAY BE USED D.L. OPC.__.-._ D.L. OPG. ~� 33 3/8' 38 7/8' ECO-GUARD SERIES-20Q WIDTH vENT WDTM TYPICAL ELEVATION {ALUMINUM HO$ . VITAL ROLLING WINDOW �a S �m n DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. Z 31,1 MESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE z y1 SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 0 — J EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING U S MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D •1/e' HEAT STREN'0. CLASS WILL APPLY TO ENTIRE SYSTEM. -5/18"AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'HEAT S1REWD.GLASS 118'HEAT STREN'O. GLASS 1/8'HEAT STREN'O. CLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). a S .COW Interlayer 090' Interloyer 090'Interlayer eutoclte PYB SentryGla• Mach WB WOOD BUCKS l31 OTHERS, MUST 8E ANCHORED PROPERLY 70 TRANSFER 1 o By'Kuraray America,Inc.' By 'Kuraray Amerka,Inc.' Sy'Kuraray America, Inc. LOADS TO THE STRUCTURE. @ �1 1/8' HEAT STREN'D.CLASS 1/e' HFAT STREN'D,GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS $ $ 1/8'HEAT STREN'0.CLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2§ $s SILICONE • •09lUCYNE• • • • •• CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 IbWtOR"01e9tEDGE SPACER NOT PART OF THIS APPROVAL. L4 a GE SCS 2D00 ST. STEEL M -i" i'i • •• • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • ••: ••• : ••• 5 898 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.Dow g g m D s 5 22 d o i i m 4 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT n a a A COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. q i 2 • • ••: •• • • Engr.J 0 PRODUCT RBVISTID• FLA. 72 m complying with 9a Floft• • • • C.A.N. S BulldingCode•. • • . ••• B. imtlon bate j 9 AT 1/4 POINTS ON IBES AT 1/d POINTS ON ARES AT 1/4 POINTS SETTING BLOCKS AT I -- _ 29 WIDER THAN 38'ONLY WIDER THAN 38'ONLY 9 ALL SIZES UM. GLASS AND INSUL IN. CLASS Miem mkPraducl droving no. NOTCH GLAZING BEAD LEC TO CLEAR BLOCKS GLASS T�tPE 'A' GLAss I p, : : : •:• :.LAss TypF 'c' L ? 2015 W09-12 GLAZING 32POTLS w i•i i i • i (street ••• • • • ••• • • DESIGN LOAD CAPACITY -PSF(XO,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) �V W R 0 REINF, WITH REINF. W/0 REINF. WITH REINF. N W/0 REINF. WITH REINF: / ---_ DUBS TYPE CLASS TYPE CLASS TYPE CLASS TYPE CLASSTYPI. ULM TYPE CLASS TYPE CLASS TYPE CLASS TYPE WINDOW DIMS. A 'A' '8' 'C' WINDOW DIMS. A 'A' '8' 'C' WINDOW DIMS. A 'A' '8' 'C' 0 WIDTH HITGHT EXI.(+) Dil'.(-) EXT.(+) LINT.(-) EXT.(+) INI.(-) WIDTH HEIGHT E'1R.(+) INT.(-) EXr.(+) INT.(-) EM.(+) INT.(--) WIDTH HEICHI EM,(+) INT.(-) EXT.(+) INT.(-) EXT.(+) DVT.(-) 26-1/2" d 70.0 80.0.__80.0 900 70.0 80.0 74" 28• --,.9 -70.0 80.0 80.0 90.0 70.0 80.0 74" 26" _9 700 80.0 80.0.,, 90,0_. .,.70.0 80.0., _._.---- 3T 26" 4 70.0 80.0 80_0 900 _.__74.0 110.0-_, 108-1/4' (3) 12. _-70.0 80.0 _80.0 900 70.0 00.0 106-1/4" (3) 12._ 700 80.0 80.0 900 70.0_ 80.0.. p 53-1/8" (3) 6 70.0 80.0 80.8 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 to 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74' 38-J/8' ...0_ 70.0 80.0 _80.0 90.0 70.0 80.0_ 74" y8-3/8• 9 - _70 0 _80.0 80_0 . 90 0 7a 0 80 0 28-t/2" 4 - _700 8D.0 800 _90.0 70.0 80.0 108-i/4' (4) _12 70.0_ 800_ 80.0 90.0 70.0 ,80.0,.. 108-1/4 (a) 12 - 60.0 900 700 BOB r .r -__ -. .... _...___._... Sj h�eii 37" 38-3/8" 4 70 0 60.00 80 0 90 0 70.0 80 0 111 12 70.0 80.0 80.0 90.0 70 0 00.0 111* 12 - - 80.0 90.0 70.0 60.0 QW 53-1/8" (4) 6 70.0 80.0 80.0 900 70.0 800 74' 80-5/6• 9 _70.0 80.0 80.0 90.0 70.0 80.0_ 74" 50-5/6' 9 70.0 80.0 80.0 90.0 70.0 80.0 T 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 408-1/A" (5) 12 70.0 60.0 B0.0 00.0- 78.0 60.0 (5) Q D 26-1/2" 4 MO 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 63' 9 70.0 70.0 80.0 90.0 70.0 80.0 $ _ .._..__- -- _ 37" 50-5/8" 4 700 80.0_ 80.0 900 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 53-1/e' (5) 8 70A 60.0 80.0 900 70.0 80.0 108-1/4" (8) 12 70_0 70.0 60.0 82.8 70.0 80.0 72' __Q___ 70.0 60.0__80.0 _90.0 _700 80.0_ HjH" 7q' 8 70.0 80.0 80.0 90.0 70.0 60.0 11 I" 12 70.0 70.0 90.0 80.4 70.0 60.0 84" 24" 9 70.0 80.0 80.0 90.0 70 0 _80.0 SE A{' 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 0 70.0 80.0 80.0 90.0 70.0 80.0 g6" (3) 12 70.0 50.0 60.0 90.0 70.0 -80.0 _ L 37" 63" 4 _68.9 77.5 80.0 90 0{.,70.0 80.0 84 24° 9 7o.D B0.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 -=_ 00 53-1/8" (6) 6� 70.0 70.0 80.0 90 0 70.0 80.0 116" (3) 12 70.0 80A 80.0 90.0 70.0 80.0 72' 9 70.0 80 0 80.0 90.0 70.0 80.0 V 7d" 8 70.0 70.0 80.0 80.44 70.0 80.0 108" 12 70.0 80.0 60.0 80.0 70.0 B0.0 64" 36' g ?8.0 800 80.0 90.0 70.0 80.0 J 44• 4 70.0 80.0 80 0 90 0 70.0 80.0 72" [12 T8.0 80.0 80.0 90_0 70.0 80.0 98• (q) 12 T0.0 80 0 B0.0 90,0 70.0 80.0 yg• 24" 4 70.0 80.0 -BO_O 900 70.0 80_0 8d" 36" 70.0 800 80.0 90.0 70.0 80.0 108" 0 - 80.0 90.0 70.0 80.0 ag" (3) 8 70 0 60.0 BO 0 90 0 70.0 80.0 96' (4) 70 DF 80 0- 80.0 90.0 70 0 80.0 72" g 70.9 80 0 90.0 90_0 70.0 8010 70 0 80.0 80 D _90 0 70.0 BO_0 108' 70.0 BOA 80.0 90.0 70 0 60.0 84" 48* --- _70.6- 4 70x0 70 0 80.0 90.0 70.0 80.0 (((AAA 72° 8 70.0 80.Q 80.0 90.0 70.0 80.0 72' 70.0 +70.080.0 0 80.0 700 80.0 96' 12 70.0 70.0 60.0 80.0 70.0 80.0 w v. 24' _4_- 70.0 80.8 80.0 __90.0. 70.0 80.0 84' 48' 70.0 0 . 90.0_-.70.0 80.0 72' 60' g 70.0 70,0 80,0 80. . . N3B" 4 70.0 80.0 60.0 90.0 70.0 80.0 96" (5) 70.0 0 90.0 70.0 80.0 (6) la M a48" 38' 6 70,0 80,0 80.0 900 70.0 B0.0 108' 70.0 0 90.D 70.0 80.0 p � N0. OF ANCHORS PER HEAD & SILL (4) --__ .._ ._.._ 80° 6 78.0 60.0 110.0 900 70.0 _ 80.8 72" 9 -MO 0 90.0, 70.0 B0.0 O e N0. Of ANCHORS PER JAMB Z 72' --a 70.0 80.0 80.0 90.0 70.0 80,0 84" 60" 9 70.0 0 90.0 70.0 80.0 3 z 24" 4,- 70.0 80.0 _80.0 900 70.0 80.0 98' (11) 12 70.0 9D.0 70.0 80.0O36" 4 70.0 80.0 80,0 900 70.0 8.0 108" 12 70.0 .0 87.6 70.0 80.0 W 48" - ---. _. __. 48' 8 70.0 60.0 80.0 90.0 70.0 80.0 A m NO. OF ANCHORS PER HEAD & SILL L 60• 6 _70.0 60.0 80.0 90.0 70.0 80.0 ( ) a NO. Of ANCHORS PER JAMB 72• a 70.0 8D.0 80A 90.0 70.0 80.0 0 MAX. LOAD FOR THESE SIZES IS ^90.0 PSF 24' 4 70.0 80.0 80.0 . . WITH (4) ANCHORS AT MTG. STILE£NDS 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" X11) 6 70.0 70A900 700 800 -- 6lD.o 70.o eo.o 90.0 lo.a Bo.D p/3W) (1/3w) (l/Jw) -- 8 P 72' 8 70.0 70.0 Bo.O _67.6 -70.0 80.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH y A - NO. OF ANCHORS PER HEAD & SILL Q ( ) s NO. OF ANCHORS PER JAMB 'XOX' +MAX. LOAD FOR THESE SIZES•I$-3%Qp PW • • • • • WITH (4) ANCHORS AT MTG•STILE ENOB • • • • • • • - --- ^ d " NOTE: 40$x= • •• • • • • ••t)PEF*kr4G VENTS TO BE 1/3 OF THE WINDOW WIDTH X 6 a 8 • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE •• ••• •• • • • •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) c --y XOX' AND FLORIDA BUILDING COMMISSION �-- DECLARATORY STATEMENT DCA05-OEC-2.19 ' • ••• ••• ••• • • 1Q6 JAVAD AHMAD PRODUCT REVISED CML as complying w ilh the Flalds • • • • • • • M ,'�5yo11se2 Building Code MP Ac lanceINO LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS Z"WIOTV ;• •• ALL=ERIQR(+) LOADS SHOWN ON THIS SHEET ARE Bx iml[onDete !tel gJ o FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 1,0?0 5B, 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mi 11edo drawing no. ••• • • • • ".E•SHEF4 3 FOR DETAIL. W09r 2 • • • • • ---• - ----- - .. -- - -- sheet Q of 7� • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS ._. b U -SEF. ELEV TOY ---YtA FOR SPACING ED GIST. �I N WOOD BUCK -- - \ STRUCTURE METAL I . MIAMI-DADS COUNTY APPROVED a a. MULLION & MULLION ANCHORS 4< ; e o f aEDGj DIST: EDGE 015T.� 'j Q • a SEE SEPARATE NOA t C .�.. EDGE DIST. ` I I 17 - a t/ c9 g < I � Q TYPICAL ANCHORS TYPICAL ANCHORS IL �( TYPICAL ANCHORSSEE ELEV. SEE ELEV. O p SEE ELFV. FOR SPACING FOR SPACING ll ..FOR SPACING (A T W000 BUCKS AND METAL STRUCTURE NOT BY ECO WDw, c MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U Q WEF.PHOLE ; TYPICAL ANCHORS: SEE ELEV. FOR SPACING Wt 3/8" X 2-1/4" WE£PHOLES AT EACH END 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fyd155 KSI) AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES tai w 0 SES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) In 00 THRU 1 BY SUCKS INTO CONC. OR MASONRY i rn W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH O o n a JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 - W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z -� DIRECTLY INTO CONC. OR MASONRY Z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O:to 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W a,ww �J ° 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) L--------- INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) �+ 9 ALUMINUM : 1/8" THK, MIN. (6063-T5 MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o B A ------ � i 14 15 16 ( P B - TYPICAL EDGE DISTANCE $ I� 2 --- INTO CONCRETE AND MASONRY = 2--1/2" MIN. 3 - •• ••• ro a • • ••I n INTO WOOD STRUCTURE - 1" MIN. /� 19 pQ • • INTO METAL STRUCTURE = 3/4" MIN. �; H F �� 13 ,n N • • • N C1\B..,/ ly • •• • • ••• • . � 3 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 3 iri ••• ••i • •e-er, CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN.!_'9 �9C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm m 2000 PSI MIN. _ ee i . . • .� Y�•• •" En9r. AMAHMAO PROAUCT RRVISm) IT Lplying with the FoIdaA. FA E70592 tw com da d g33 C N. 538 Building Coda $b ' � a 2<T � •• • v'•s'v '� � • • I Acccplmce No( 4 \z a \ •• p • .• •:•• rt' ° u��'. R 'roll Date TYPICAL ANCHORS °. 1BY 1 TYPICAL ANCHORS Oy C 1/4'MAX. �U 8 _-.. _ SHIMS 1 1f4°MAX. 21 /. ... � � l•- SMM CC) {B \� T CES g WOOD BUCKS 1 1 1 BY TYPICAL ANCHORS �. d CAL ANCHORS __ _._ _...— ---_--_ 17 = g•__ _..._ _. -- v ° SEE ELEV. Fi I SEE ELEY. FOR SPACING FOR SPACING 25 23 17 20 4 -.. ____•SCREEN OPT. ------ es 40 20 27 17 w 4z 4 STEEL REINFORCING 11 1Y o AS REGO.- Y STRUCTURE SEE SHEET 2 FOR CAPACITY ° ---- a WINDOW WIDTH U o 1 f4. MAX. _.._—.._.._—."VENT WIDTH _. -._ ._.._.._.._.__ VENT WIDTH1/4'MAX. ----_-_ J SHIMS �S3T SHIM D.L. OPG. 0.L OPG. 181• .j 'WOOD BUCKSii W TYPICAL ANCHORS ?- _..."— - W -- "-- ,---- — -- -- _SEE ELEV. V! oO °. FOR SPACING V!h 1 /2° 26 ✓p c� i� 0 O I"1 Xi m 17 -- -- zo -- = 1°1/0 3 ----SCREEN OPT --27 - _ -SCREEN 0 ----------- O U� .�i 20 w ! w W m: 4 11 120L OPG STEEL REINFORCING o AS REGO. EXTERIOR wwGGw wrong SEE SHEET 2 FOR CAPACITY -- - - TYPICAL ANCHORS XOX L111LOU-T OR 'e -SEE ELEV. yt FOR SPACING MMI-DADE COUNTY •S APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA •• ••• •SES ELEV•FOR SSPA6ING •• • • • • . • ooS6li �< mtauW . Engn'KVO ARMAD PRODUCT REVISED •r • • FIA.PEMppL 1 0 S82 Uas complying with"Florid. r -- - • • • • CdN.' s Building Code • ••�� • • • • Acmmpwma Tb j OSb' • lam'A-_gC •Op{! • Ex irolion Data /jj,),-I IU 2015 Idiam drowing n0. -- VANOOW WIDTH_ _ - 0. . . �vINWWMiAiFI . • W09-12] • . • • • . � sheel-4 - 77 • • • �_- • •• •• • • • •• •• ••• • • • ••• 0 • V EDGE OIST. META- STRUCTURE._ -- j7' TYPICAL " TYPICA_ANCHORS UDMIAMI-DARE COUNTY APPROVED $+ -SEE ELEV. p--- - -- - MULLION& MULLION ANCHORS z • FOR SPACING SEE SEPARATE NOA •°� EDGE— �! o ° IDIST. L' U 29 N 28 � 26 8/y ALT. ypJ5� Q TYPICAL ANCHORS TYPICAL ANCHORS-SEE ELEV. EE ELEV. LL FOR SPACING � FOR SPACING 4 13 _ 6 I to W � or r l/ �9 00010, AX1 1/4"M . `� g Z 3�+•• AIT. 0 TYPICAL SEEELEV. - -.� W rnAHORS 2 FOR SPACING - 93 TYPICAL ANCHORS SEE ELEV.FOR SPACING uF •• ••• • • • • • •• • • •• • • • • 0.0 c• y C • •• • • • • ••• • • • • • • • • • • •� E e o S S i0.1,T, •• ••• •• • • • •• c< munW IL I 28 4 .. 0 • DE••• ••4INSTALLATIM AILS WITH_FL D TF$ Engr.JAVAD AHMAI PRODUCT REvism e .. • • • • • • • • CML earnmplyidgwhhOgFloridaFLA n C _ • • • • • • • PE A ,�8 70592 RuildingCode p�' m y-a ,v. • • • • • • • • • Accryftance No • 9j, }' .. • •• •• • • • • • halon Dalc By IU d 1UI5 drowin9 n0. v� e p lNi EDCE DIST. ••• • • • • ••• • • W09-12sell • • • sheet 5 of 7� • •• •• • • • •• •• ••• • • 0 ••• 0 0 1.067 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARXS i u 1 FY201 1 FRAME }IFAO 6063-T6 - ____. 2 FY202 1 FRAME_SRL 6063-T6 - -- .500 .715 "-- 1 3 - FY203 1 SRI. TRACK INSERT ..,,. .-- 8083T8 �2 __.1 1.434 I __ __ -_ _. _ -_ J 813 'v - 1 �%///'�� 4 F;205 AS RECD MOV FRAME JAMB 6063-T6 - _ ...._ -1 5 _ FY101 AS RE00 FIXED FRAME JAMB 6083 t6 - _ F 1.718 `� 8 FY104 1/YEM FIXED_MTC RAIL 6063-T6 - as2 1.14a 7 FYI05 1/VENT VENT INTERLOCK 6063-T6 .__ 8 FY206 1/VENT JAMS STILE (9) VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 7/VENT TOP AND BOTTOM RAIL 6063-T6 - - _ jJ 10 _ FYI 08 AS RECD GLAZING BEAD(LAM GLASS) 6063 T6 - ----2.099- .519 130 IDA FYI 10 _ AS RF.OD.- GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 � �t4 -1.250 �- ._.. �"_ _. _. 11 - - --- AS RECD REINFORCING BAR STEEL - 1] --1.140 --1.810 ,719 .803 -.BIOS 12 -. - - AS RE00 REINFORCING BAR -STEEL ...045 045 _. _. FRAME HEAD ---I -.---� 13 fY204 AS RTEOD. AOD-ON SILL RISER 6063 T8 USE AS RECD. Q (� -._.- ------ i 1 2 246 I 14 FY200 4/VENT- ROL.LER HOUSING&GUIDE CELCON - 1 1.140 -I 1.047 1.047 __- _ ___- -___ _..._ __ __. -- ___ -_ ¢ .067 15 FY209 2/VENT ROLLER BRASS -_ j _ 1.140 1.810-- 1p GLAZING BEADS ® _16_ FY210 2/VENT ROLLER PIN -ST_STEEL - .. . - c_____- + ` ---------- 17 08 X 1" AS RE00. _FRAME/VENT ASSEMBLY SCREWS CRS P,H. SNS _ U 1.344- 18 #8%J' 2/HEM _ fl%. RAIL SILL SCREWS (Si4l END) CRS_ P.H. SMS N 813 19 W2318} AS REDO. FIN SEAL W'STRIPPING - V ULTRAFAB -� ® JAMB STILE 20 _ 0300TI O AS REOD. BULB SEAL 0-LON SCHLEGEL 21 _ E207 AS RECD BULB_SEAL _ _ SANiOPRENE ULTRAFAS, WROMETER fists N -2.063--__ 22 E203 AS REDD GLAZING DEAD BULB SANTOPRENE IILiRAFAB, DUROMETER BStS - -- - - ----- W I 1.250 23 FLB-50 AS RECD CLASS SPACER SILICONE FRANK LOWE -A78 2.501 - ---- - --' - - _T 24 SL203P 2/VENT SWEEP LATCH SULLIVAN&ASSOC I{ (l., 1 25 is % 1/B" 2/ LATCH_ LATCH INST. SCREW - ST.5iEEL _OH SMSh_ 1.140 Ej 1.340 26 WA2L 2/WDW WEEP VALVE ---^ - PREFERRED ENC. PRODUCTS, 1pM .082 1IIILLLL.ee __- __. _.--- ...__.- _.__ __.._ _ 0 0 M 3 27 1/VENT 5/16'BOX SCREENOPTIONAL .500 28 FY120 - FLUShI FRAME ADAPTER 606J TB OPTIONAL t z 1.344- 29 - 2/LRE SETTING BLOCK EPOM DUROMETER BOAS SHORE A '= z�." u^� -.---2.750-- - O 4 0 U MEETING RAIL U w FRAME SILL W !,, 1.314 1.422 - 1.22 .340 .312 -.082A t c g $ .o6z- 1.175 I SILL TRACK Q FIXED MTG. RAIL .500 t.187-+� ,750 _ • • • • • • • • • 082- •• ••• •• • • • •• L062-062 ••• ••• • • Engr.JAYAO AHMAO PRADUCTRRVISBD 2,750 2.812 2.812 2.750 ,n _�8�.}...._._ CML m cemPLY1nB wllh dle FFSFiQA 1 r • • • • • • • • FIA.PE/70592 . • Buildhl0od c6N•082• • • C JBrl • • • Ace ne S' Ak y • ---�•• 000 • • • l!�I an Date 19b �[ I I .500 .781! ••• • Dy -----.___� .874 1-- •98 ' V hiiw madcProduc1Cou drawing no. S5 W09 12 Lsa7- -1.688 MOV. FRAME JAMB FIXED FRAME JAMB 26 FLUSH F E ADAPTE • • • • • sheet_of 7 . . . . . . . . . . . .. .. . . . •• .• ... . . 0 000 0 0 0 VV ao -_Li J N FRAME TOP-.-CORNER J VENT TQQ/R0710M CORNERS Z 3� i3 z� Utiw W rn� • .. • • • .• • • • • i•i •• � oSeetB •• .• • • • C< muvW • ••• ••• ••• • • Engt:JAVAD AHMAD PRODUCE REVISED t+,� •tl • • GNpB7 m mmplyins tvilA Nw Florida it • • �iA6�lE �f�ROM /�R•NER. • CAE.35 2 RuilAingCodt c • • • • • • • • • ss AceeptmmNo�g� .O�S . •• •• • • • • • Ex irmltaoDate �� $ Ry 9 0 2015 drawing no. W09-12� FIXEO MTG�g16_�QQ�g 0:0 • . • • ••• . • sheet 7 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • a MIAAMMMA M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.eov/economy ECO Windows Systems,LLC 9114 N.W.1061h 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 otter 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`t700"Aluminum Sliding Glass Door w/Reinforcements-L.M.I. APPROVAL DOCUMENT:Drawing No.W1349 REV C,titled"Series-700 Alum SLD.Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision sto"13 with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Sectioif.....' 6660:0 MISSILE IMPACT RATING.Large and Small Missile Impact Resistant •• so Limitations: ' 1.See Design Pressures Vs Reinforcing, �ass types anchor capacity ncharts in sheet 3.814111or(positi3e)design....: ,! pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design i�l 1 6 from . charts applies to entire system. • 00000 2. See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not0 e.exceed t*lakhme area per FBC requirements. 000000 • • LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,cit;,state a �js ;es and•.. following statement:"Miami-Dade County Product Control Approved",noted herein. ; 00. :.... RENEWAL of this NOA shall be considered after a renewal application has been filed and there has deet:re change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises#13-0912.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.15-0612.05 Mu►Mtua®uNrY Expiration Date: March 20,2019 Approval Date: December 17,2015 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.W1349 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under file#13-0912.02) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL-7405 dated 09/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D.Brinson,P.E. Note: The above referenced test report has an addendum letter dated FEB 10,2014,issued by Fenestration Testing Lab,Inc.,signed by Ms.Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51' Edition),prepared by Al Farooq Corporation,dated 06/10/15 and last revised on DEC 02, 2015,signed and sealed by Javad Ahmad,P.E. • . . .... ...... 2. Glazing complies w/ASTIAF-1300-02,-04&-09. • 0 . • .... .. .. ...... D. QUALITY ASSURANCE .. 1. Miami Dade Department of Regulatory and Economic Resources •• • • .... . .. ..... E. MATERIAL CERTIFICATIONS •••••• •• ••' 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Americaeh (Fourier E I °••••• 00 DuPont DeNemours&Co.,Inc.)for the"Kuraray Butacite 0 PYWWrlayer",bpiring.• on 12/11/16. •00.90 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,V.Vorrj .E.I• ;•••• DuPont DeNemours&Co.,Inc.)for the"Sentry Glass 0(Clear and White)Glats: Interlayers",expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5te Edition)and letter of no financial interest,prepared by AI Farooq Corporation,dated 06/10/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0612.05 Expiration Date: March 20,2019 Approval Date: December 17,•2015 E-1 4 3/8• CLUSTER OF w —- B ANCHORS m S•MAX. 13" MAX � /AT INTERLOCK ENDS 7HEW1 SEE SHEET g FOR CAPACITY r--- n F ' v a 98" DDDR_RAM FE WIDTH+. INTERLOCK$ ��FFFuyy� WITH OR WITHOUT ii IT ii It SEE CHART gi IL 2 $ 01.1.1 - TISTRUCTICNS: C USE CHARTS AS FOLLOWS. - — _ li �� II �� b d• J V TEP 1 SEE CHART 11 ON SHEET 5 FOR GLASS CAPACITYcz AND REINFORCING REOUiREMENTS. IEE-2 SELECT SILL TYPE FROM SHEET 7 AND LIMB M.(+)DEMON PRESSURE AS SHOWN ON OETNL m c TEP 3 SEE CHART#2 ON SHEET g FOR ANCHOR CAPACGY. ' ;TEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 ---ir•.: THRU 3 SHALL.APPLY TO ENTIRE SYSTEM. II II 0 M II it II � Z_ t 1 p 3, DAYLITE OPENINGS WIDTHS: -I' - It i a R FIXED STILE-INTERLOCK - PANEL WIDTH - 7.125" INTERLOCK-ASTRAGAL = PANEL WIDTH - 7.250" 6 W rn8 DAYLITE OPENING HEIGHT: - - PRODUCFRE 01120 �— eNptFlaf wU8 dw Florid PANEL HEIGHT - 6.50" — CLUSTER OF V w 5"MAX. 13"MAX. 4 3/8" 8 ANCHORS a —__ - f AT INTERLOCK/ASTRAGAL ENDS HEAD HEAD TYP. / SEE SHEET 5 FOR CAPACITY —' — n CORNERS ._. .._ P; !yA d DOOR FRAME WIDTH INTERLOCKS ...,_..__ ._... -_ WITH OR WITHOUT I I I REINFORCING SEE CHART#I a4 �j j l 1 Fi j Q W 01 I � i pao ., -ITt42 1/16- 42 1/16" j�j Pmauc r RumFALS OPTIONALIN 49 3/18`D.L. OPG. �..._ O.L. OPO. Maw1pIPY�w11►Uie PloriN Ch Z ��jj • iS- (2D� cg!d pt 49 5/18' PANEL WIDTH Cyi•W Dee 4 g g PANEL WIDTH tL t ` ASTRAGAL INTERLOCK 1 I 5•MAX. `- • • • • • • • • • • • • • • o• ' SILL 13`MAX. + •• UER•OF••• • 'm 'a • • CORNERS —SILL �,' TYPICAL ELE1/ATIbN ••• • I�OC�� oxx �_ e • ••• ••• ••• • • Ear,JAVAD ' CIVIL ALTERNATE SIZE UNITS: •• 4 •• • • • FLCAN.3 M92 S MAX. FRAME AREA OF W*1 NOT•TO FiKCEE81 • • • • • 38 THE TESTED FRAME AREA OF 11om•SO. FT. •• • • • • • 4 201 Browing no. .+. + ..• W13-49 • rahee+ i—, 1-2 • •• •• • e • •• •• ••• • • • ••• • • CLUSTER OF Vp 5"MAX. 13'MAX. 4 3/6' 6 ANCHORS w '1 I� ---..I - AT INTERLOCK/ASTRAGAL ENDS CORNERS.... HEAD 1_..___ I ( t -SEE SHEET 5 FOR CAPACITY n fl !I I I DOOR FRAME WIDTH _ Q NNII INTERLOCKS INTERLOCKS elJ �I I, WITH OR WITHOUT II I, WITH OR WITHOUT REINFORCINGREINFORCING 1, ,I SEE CHART#1 -'j-a-aaa SEE CHART®1 !4 Ii II Ii 11 =L� - H - a I I 1 I n II Ii 4',I 1 ! 1 1 h ,I 1, ,1 ,I � $,a M ' �,. z B W t" — - X_T- T 42 1/16- 42 1/16- OPTIONAL /16' 00 PRODUC F REI/IBED FALSE MUNTIN ------49 OPG. D.L. OPG. OPTIONAL �, g rcom •Its the Ptmlq 49 3/16' �1No{ -- PANEL WIDTH 49 5/16' s�M6•DW�9 0� PANEL WIDTH t INTERLOCK ASTRAGAL INTERLOCKINK 1 1 . y1,1, 13' MAX. • • •• • • • • • c • CORNERS SILL ��0 • •• • • • • •+• • CLUSTER OF .�.9 'o ' NPI L+EJ.61tAT1�l: •e• i i •+• s ANCHORS c` y rr- AT INTERLOCK/ASTRAGAL ENDS oxxx SEE SHEET 5 FOR CAPACITY _ - n 1� • ••• •+• ••• • • hN ALTERNATE SITE4WNIT5• • • • FLA. C 70582 MAX. FRAME ARM OFbO NOI�TO F�t�EO • • • • C.A. 538 THE TESTED GAME Nh OF 144*T, fly. • • • • q ••• 1 • • ••• • 20�� Lot drawing no. .•+ a . . • ••. • . !l3-49 • • e • • e • • • ••• • • • Wiest 3 ot12� • + • e• •• • • • •• +• DOOR A FRAME W I © Co3 U I u NOTE: Im Z J E 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. d 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS a _ REQUIREMENTS SEE SHEET 5. e CJI J 3. FOR ANCHOR DETAILS SEE SHEETS 7 WU 9. v ��------ INT[ OX(SHOWN) I EXTERIOR ut 1 XO I DOOR FRAME WIDTH (Stk XX © $$$ ODOR FRAME WIDIH_. O Cp� CH� G 4 D D : ASTRAGAL INTERLOCK OXX(SHOWN) DOOR FRAME WIDTH(SEE Op TABLE)xxo EXTERIOR N DDOR FRAME WW" GO o 0n � J ©- z O ^� G 0 >3 L4 -- B ASTRAGM. L- INTERLOCK td EXTERIOR OXO(SHOWN) DOOR FRAME WIDTH (SEE Op TABLE) _ P �----D—DDR FRAME WIDTH © Co) © DO d PRODuCrltgvnm c p - _-` _---- -----ASTRABAt--- fear c C G @- - r p • •• • • • B • • • . • INTERLOCK a ^� 0 00 OXXX(SHOWN) EXTERIOR OXXO , DOOR FRAME WIDTH(SEE Dp TABLE) XXXX • ..• ••• .•. • • Engr.JAVAD AHMADCML N D APPROVED CONFIGURATIONS •• • • . •• • • • • F CANE&70592 �T drowln i no. ... ... W13-49 • • • •.• . • • sheat 4 of 1� • •• •• • • • •• •• ••• • • • ••• • • 'HART#1 CHART #2 3/16'TEMP. GLASS DESIGN LOAD CAPACITY - PSF (GLASS) LOAD CAPACITY - PSF (ANCHORS) 4% W GLLSR TYPES CLASS'At' 3/16' HEAT STREN'D CLASS -3/8'AIR SPACE B', 'Bl' A', 'AI' 8IT WI PB M AVME DOOR FMIff g1FW WOR ITW1E 4T NEN 090'Interlayer -3/16"HEAT STREMD CLASS MEL WIDTH HMKT WITHOUT REINF. WITH REINF. PMEL WIDIB HMHT 87IIB 8609 By 'KGlae 090' Interloyer Q twits akwrs EXT.(+) INT.(-) EXT.(+) INT.(-) o�tw WtM EXT.(+) INT.(-) By'Kumroy America, Inc.' Sentryacs ?d 30 70.0_ 80.0 70.0 B0.0 30 70.0 80.0 3/t6"HEAT STREN'D GLASS By 'Kuraray America, Inc. 36 70L.0 80.0 70.0 8a0 36 70.0 80.0 -3/16°HEAT STREN'O GLASS _-.0 __ __ 42 82 70.0 80.0 70 0 80,0 42 82 70 0 8p.0 48 70 0 60.0 70 0 80.0 48 70.0 80.0 s I ; C 4 _ --...._ gW t7! 54 82.2 71.1 62.2 71.1 54 62.2 71.1 Y .� �'� I I t �� •VVVm�� 30 70.0 80.0 70.0 _80.0_ 30 70.0 80.0 'a / 23 II ,s \ ��I 23 ii It �t \\ V -' - - sX 36 700 800 70.0 80.0 38 Tao 80.0 �`. / II t 28 � ^. / i It It 28 \ G Q i 42 84 700 800 700 _80.0 42 84 70.0 _80.0 -.-r_---- it II SILICONE �I It it _SILICONE a7 a8 700- 800 _. O:. 80.0 4e 700 80.0 ' I tl DOW 899 tl It tl DOW 899 54 ._..82.2 741 --622 _..71.0 -. 84 822 ....71.1..._. -- I _._t._..___.-_. _ � m 30 70.0 80.0 70.0 60.0 30 70.0 80.0 \ / o: / J 36 70.0 80.0 70.0" 80.0 36 70.0 80.0 42 90 70.0 80.0 70.0 80.0 42 90 70.0 80A CARDINAL 4E 70.0 80.0 7G.o 80.0 q8 70.0 _ 80.0 \` / \ i -EDGE SPACER ST. STEEL 54 - 62.2 71.1 54 82.2 71.1 Ct eS5 TYPE 'A' ASS TYPF'AT' 30 70.0 80.0 70.0_ _ 80.0 30 70.0 80.0 7/18'OVERALL LAM. GLASS I"OVERALL INSVL. LAM. GLASS 36 70.0 80.0 70.0 80 0 36 70.0 80.0 QmQ 42 96 70.0 $D.0 70.0 80.0 42 96 70.0 80.0 2$ Tn ---- _ 3/16' TEMP. GLASS a yt 48 70.0 80.0 _70.0 _ 80.0 48 70.0_ 80.0 I.rl AS 54 _.82.2 57.1 54 82.2 7L1 3/18" HEAT STREN'D GLASS 3/8 AIR SPACE {�frnJ• i 30 __70.0_ 80.0 70.0 80.0 _ 30 70.0 80.0__ 090"Inlerloyer 3/18'HEAT STREN'p GLASS dD 38 _ 70.0 80.0 70A 80.0 36 70.0 80.0 Butaclte PVB 98 --- --- 98 By 'Kurarcy America, Inc.' 090' interl3 {2 70.0 80.0 70.0 80.0 42 70.0 _ _80.0 -Butaclls PVB 0 o M 40 70.0 80.0 70.0 80.0 48 70.0 80.0 3/18"NEAT STREWD GLASS By Kuroroy America, Inc. 30 - - 70.0 80.0 30 70.0 80.0 3/16'HEAT STREN'0 CLASS Z 36 - - 70.0 80.0 36 70.0 80.0 $ $2 42 102 _ _ 70.0 80.0 42 102 70.0 80.0 48 - - 70.0 80.0 48 70.0 80.0 s t i1 �� g / II tt It \ U 30 - - 70.0 80.0 30 70._0 80.0 a / 23 ji ,I \ 23 II d p \\ W 36 _ - - - -70.0_ 80.0 36 70.0 _80.0_ tm`. / u u 28 \ ^. / t u u 28 70.0 60.0 42 108 70.0 80.0 It II SILICONE It tt tt SILICONE 48 - - 70.0 80.0 48 70.0 77.9 I II �I 1 DOW 899 II �t �l I DOW 899 \ I \ J a 17 - \ / \ /CARDINAL XL f5 i�K.5 7 \ 29 \ 29 EDGE SPACER u s S ST. STEEL 6 7 GLASS TYPE 'BGLASS TYPE 'BI' •• ••• • • • • • •• 7/1 B'OVERALL LAM.GLASS 1' OVERALL INSUL. W. CLASS (/6�} •• • • • • ••• • YRODUC f RF.y1ERA °0 5 •Y ••� • EX�T14R(�, LEAD •SPIOWN IN CHARTS ABOVE ARE GLAZING-OPTION r.asplyNyMlnlwe�� •�o IOR DOORS IN H 3 4 SILL HEIGHTS. driMtrBCeM a<m u 17 - FOR 2"SILL HEIGHT WMR£XT.(+) LOADS TO 47.0 PSF Ae[e Na \Z•t7S ---- DOORS WITH 1-1/8'SILL HEIGHTS ARE NOT APPROVED FOR teSnD•te L INTERLOCKS WITHOUT REINS. INa1iBIXKe WITH REINF. • ••• •1j'ERsI"MTI0N$ESMTAI;E Engr:ICAD A11MAD • • SEE SHEET•7 FOROEWLS• • ML eerCea6o • • • • • • • FLA,PE 1 70592 $ • • • • • • • • • CAN.5536 ) DOTE: • IS• •• • • • • • SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED OtMI SIZ! AND REIIIFORCEMENT. ••• • ,y ' SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: 21?t� _ .OWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM, GLASS CAPACITIES ON THIS SHEET ARE Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W13-49 ••• • • • • ••• • • AND FLORIDA BUILDING COMMISSION • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 sheet $ of 2 • •• •• • • • •• •• Lw_J4 H z 18Y OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS I t2J MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM JII AND TRANSFER THEM TO THE BUILDING STRUCTURE. u (}(PICAL ANGIO SEE ELEY. FOR SPACING QQ - - - AT ITFAD TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO (FUm177 KSI, Fyb155 KST) THRU 1BY OR 2BY SUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE _z�Qj� TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCD' (FU-177 KSi,Fy-155 KSI) I W OIL DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED I C) TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (OWE 5 CRS) � J INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) O Vl INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) I aS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I 4 - -- - -AT SILL - - - -- - - M TYPE 'B'- 1/4" DIA, ULTRACON BY 'FLCO' (Fu-177 KSI,Fy@155 KSi) Z DIRECTLY INTO CONCRETE 3 1-3/4" MIN. EMBED pa ov - - -- -- - --AT JAMBS- -- - - - - W rn U7, TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,F"155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY PAOOUCfpE►ry8>sp 1-1/4" MIN. EMBED INTO CONC. OR MASONRY mem.ylo�rrh�tMFTorIy TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (fu-177 KSI,F)°155 KSI) I AMtpt•pbvm4�11• DIRECTLY INTO GONG. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I ` �► TYPE 'C'- 1/4' DIA. SELF DRILLING SCREWS (ORAOE 5 CR^)•• •• •• ••• INTO MLAMI-DACE COUNTY APPROVED MULLIONS t1/8" IF C. • • • • INTO METAL STRUCTURES • • • • • • • • • °u g^ STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •• ••• •• • • • •• Q< m u ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n _ _- _ - -- _- - - - • ••r rsr- •• • • 7 u • • • • • • • • £"9''J VC�AHIAAD N 1 ANCHOR EDGE DISTANCES • • • • • • • FL4 /70592 1 S< INTO CONCRETE - 2-1/2" MIN. • • • • • • • • • C INTO WOOD STRUCTURE - I" MIN. • •• •• • • • • • s INTO METAL STRUCTURE - 3/4" MIN. 000 • • • 004 • " O 270t5 _$ CONCRETE AT HEAD, SILL OR JAMBS f'a 3000 PSI MIN. drawing no. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 20G0 PSI MIN.••• • • • • *00 • • W13-49 • • • ••• • • • sheet 8 of 12� • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS -[` o SEE ELEVS. 1BY OR 28Y WOW BUCK V w FOR SPACING "(SEE NOTE SHEET t) METAL _ m� a STRUCTURES r---------------------- a. - _'--�' -- - n EDGE•015Y d-f/�"• •CONCRETE THK. It MIAMI-OADE COUNTY APPR'D MULLION 11 '_,� 3 a r� '� .51AX RED�. ° � (SEE SHEET 6) 11 SEE SEPARATE NOA 1 1 i n a a 3' 1 MIN. 3_1 g" It II H �"i� FACE_DIST._ _ / II (SEE SHEET ) i, . ...-;• ,� STAC6ERED �; 3-1/8' ;� y� I r 16 iI STAGGERED I N 8 1 W LL 201 ul- h CA� TYPICAL ANCHORS TYPICAL ANCHORS 4� --SEE ELEVS. _.SEE ELEVS. Q FOR SPACING FOR SPACING uu�; IIS 10 II II II II II $N 3 C 11 II II 11 II uODUCtREVISED moybl•ywith BMeeFIm4llADip 4 y y 1, I I It a N• "-061Z•d ., II it II II II 1 11 QQ II it II 11 II Nr. 171 M m Q 0- uN, J I I WEEPHOLES; g 3 0 �3I a p u 1:14tp 11 i, II W3 f-1/2" LONG NOTCH AT EACH END. li O h h h it II W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDSp,� U'-w AND 36" O.C. R tI II II i II W3 - 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS tI II a 11 u AND 36" O.C. It II It II It W4 - 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS ;I II II it it AND 36" O.C. d It II 23 o I u i. PILE PADS: Q 'I II 1 ', i, 4 LOO BEARING SHIMS 14 P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1f -HIGH STRENGTHGTH GOUT 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH B •• NON-SHRINK, NON-METALUC• 13 p2 m SELF ADHESIVE PILE PAD • •0 0 i0>�PS�MI i • 1" X 3/8" X 1/4- HIGH bi © 6 24 •• ••• • • 1� • •• P3 = SELF ADHESNE PILE PAD WITH MULTI INTEGRAL FIN •o$o P4• • • • • • • \I 2-1/2" X 1" X 3/8" HIGH W4. ••• •• • • •• �_ < m u N M P4 OPEN CELL FOAM AT INTERLOCK & ASTRAGAL -g-- - o `•' 21 `ao\�c = In 2" LONG X 1-7/16" WIDE X 7/16" HIGH n L W3 T- - i»......', • ••� •:• • • •Ti ••• Elpn PM MAD II 3 NIL $ \ ... ..... . : • • • • - FIA 170592 NOT APPRIWEO • • WMR MAX. LIMIT MAX. CONCRETE ... .• .•P3 ••FOR V ATER RMSTANCL• •EXT.(+)LOADS EXT.(+) LOADS �� y 3 Kyle MW.•; �. .`•�' •a , it • • 000 • TO 47.0 PSF TO 70.0 PSF I�• $ o i WI, W2 EDGE DIST. • '3-P/B'•' SILL HEIGHT VS WATER RESISTANCE EXT.({) LOAD drowing no. STAGGERED •TYg1CAL AWORS • ••• •SEE ShFET 5 CHART 1 FOR DOOR CAPACITY W13-49 P •-SEF•ELEEVVSS..� • • • • • sheei 7 0112 • FO%SPAgtll(', ••• • • • • •• •• • • • •• •• ••• • • • ••• • • U M 0#1 PANEL WJQtI4 TYPICAL ANCHORS SEE ELEV. REINFORCING FOR SPACING AS REQD. SEE SHEET 6 TYPICAL ANCHORS (� FOR CAPACITY D O.L. OPO. SEE ELEV. IQ P2 FOR SPACING O .............. ............ ...... .... ............ --------- 22 12 O 27 1 n 211Y W SUCK OR w OE --17 INTERLOCK 8 - 2l W I W"0: , WOOD TURE rQi SEE NOT, D.L.O. EXTERIOR 3ao SEE NOTE EET I P3 oon PANELIMDTH Z 1/4' MAX. DOOR FRAME WIDTH (SEE Op TABLE) 1/4-MAX. O:t SHIM () W;;m "mmic r REVIRen bamiss Qw N•.\�obl2�6�" R F? V g 9 uo-, • 0:0 0•:0 0 0:Enqr.JAVAD AHMAD • FLA. CIVIL 0592 .0 0. CA • 38 0.9 0.0 drawing no. 0:0 0:0 W13-49 0 0 0 96* 0 0 sheet 8 of 12 0.0 ill -.PANEL MDT-H,.-,,- REINFORCING PANEI_tYIOTFi AS REDD. SEC SHEET 5 FOR CAPACITY P3-\ OPG. OD -P2 Qnj (7 TYPICAL EV.ANCHORS ...... SEE Et ......... .... AND QUANTITY .. ................... ..... ... ..... WW 00 ........ 22 zz 27 ............ METAL I STRUCTURE ASTRAGALr. a 17 LOW. EXTERIOR P3_ LtL TYPICAL ANCHORSDOOR FRAME WIDTH (SEE Dp TAKE) 1/4-MAX SEE ELEV Ll FOR SPACINGSHIlA Z 0:to Is am 0 ul UJ bm* 21 .00 71 go 00 see 00 0 0 0 00 ... ... Eftqn JAVAD"M . . . . CML FLA. V292 so CA. goo 0 0 0 goo 0 drawing "0* 1/4-MAX- DOOR FRAME WIDTH 3-49 0 0 0 000 • 0 a sheet_8 0E f 17Z 000 0 0 000 0 0 TEM N PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/IIEMARRB 1 E701 I FRAME HEAD 6005-1S - 2 E702 1 FRAME SILL 6005-TS - n 3 E703 2 FRAME JAMB 4 E704 2/PANEL PANEI.TOP AND BOTTOM RAIL_ 6063-T8 rj a 5 E7G5 AS ROD PANEL LOCK STILE 8063-T6 at 8 E706 AS REDOPANEL OUTER INTERLOCK 8083 % 7 E707 _ AS REOp PANEL INNER INTERLOCK 8083 T6 lV 8 - E708 AS RE00 PANEL MALE ASIRACW. -_ -` 6063-T6 -- n 9 E709 AS REDD PANEL FEMALE ASTRAGAL. 6083 TS 10 E710 AS fIEQIj G 8EA0 7/18 LAMINATED GLASS 6063-T$ V 11 E711 AS RE00 CLAZIN BEAD 1 INSUTATEO CLASS _.- _ _ _ _. 12 E712 AS REDD. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS REQO. 2`SILL RISER -8083-T8 - 14 E714 AS REDD. 2-3/4'SILL RISER _ 6063-TB - 15 E715 AS REDD, FIXED PANEL CUP(CONTINUOUS) 17 E717 AS READ. INTERLOCK STIFFENER(FULL PANEL LENGTH) 6083-T6 1S SIO X 1/4-HWN SMS AS REOD. FRAME ASSY.SCREWS ST.STEEL - _ 18A SIO X t'FH SMS _ AS REDO. PANEL ASSY.SCREWS ST.STEEL - _- I9 BB X 1/2-PH SMS 2/CUP FIXED PANEL CUP SCREWS ST.STEEL AT 3'FROM ENDS do 16"O.C. J O 20 10 X 1-1/4-P_H SMS 1/ROLLER ROLLER MST.SCREWS - NOT SHOWN .� 21 WEATHERSTRIP— AS REDO. FRAME AND PANEL WEATHERSTRIP - FIN SEAL.190 HIGH BY ULTRAFAS 22 E235 _.._.._._. AS REDD. INTERLOCK BUMPER WAS SANTOPRENE ULTRAFAB N 23 E203 AS REDD. GLAZING BEAD BULB_ SANTOPRENE ULTRAFAS,OUROMETER 65t5 24 PR03-6005 2/MV.PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING —� - INTERLOCK(1/2'MTG. SPACER REDO.) 25 E718 — 2/PANEL FIXED PANEL SKATE - OELRINm - uj 00 26 B8 X 1/2 PH SMS 2/CUP FIXED PANEL SKATE MST, SCREWS Si. STEEL _ -.___.�...__ �M 27 - AS READ. J PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 AS READ. BUMPON(SILICONE SPACER) SILICONE BY FRANK LOWE Z 29 AS REQO. SETTING BLOCKS AT 1/4 POINTS EPOM DUROMETER 8015 SHORE A 3 Z 0 W;A mmDDCP pEl/t86D � wBA iIK FIorN. c SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH tAu 8 WHITE/ALUMINUM COLORED SILICONE. Eli 101 1 •• ••• • • • • • •• n_ • ••• ••• ••• • • Engr.JAVAO AHMM � n c� • • • • • • • • CML � \ 33 • • • • • • • FIA PE/70592 • • • • • • i • • C -95M drawing no. ... ••• W13-499_ 0 *as s 0 i sheat 10 0(.12 ••• 0 0 • ••• • • 3.039__._ --- .� -..- �`.72��' .130 ...._�.. -__._-�"-�'-��__"- 3.562-'-' _ i �� --..{ 1.3112 29 .078 _,__.4. 1.824 8 .078 8 .937 _ .045¢_.082 937 7 •.062 7.021 d 2.1DS L ._ z_ !' -- I I p _ _."�.`- I+-1.252 M�1.25 ly 1.999-- --1.998----- .094 _ -._...._..2.625- / -""28 5 - GLAZING BEAD GLAZING BEAD .J FRAME (MEAD 05 PANEL LOCK STILE o� 1U 1"INSUL. LAM. GLASS 11 7/16'IMM.CLASS Q PANEL INNER INTERLOCK �$7 1.141 .210 -- .210 - .068 Ot 7.998 1 .2,0 _ 3.250 � 2.897 .079 2J05 1.937 2.313 078 1,648 1.0147 1.047 1.047 v ,25 .089 ___ L 5.532 ,sea 1.923 z.6zs- 12 SILL TRIM 13 2" SILL RISER 14 2-3/4' SILL RISER 082 U PANEL TOP & BOTTOM RAIL 06 PANEL OUTER INTERLOCK � �m 4 n .125 Z of .149 � 7 ~ O r� Jo I AWT i.494 .078 + W O� FRAME JAMB -1.540---i .123 --1.998- 2.067 is FIX. PANEL CUP 17 INTERLOCK STIFFENER ONODUCtREVm p ' 39 1.022 3.687--- s MA P - .0783.437--.MI1 5.274-- •• Eur", • •• .078FRAME SILL • • • • I 4f S 3.896 7.824 1.648 < m u n • 4 6:0a :• •078 •• • •AL 1 Engr:JAVADIL AH ,D a • • • • • • to 3PE:t 70592 • • • • • • • • 2.300 MAX538 �. so 0 0 goo 2.000-- .•.. . . ... iiQ drawing W13-49 O FANEL F[MAr•ASTRARAL PANEL MALE ASTRAGAL h •• •• • • • ••• • 0 • ••• • • �u U A FRAME TOE CORNER N PANEL TOP/BOTTOM CORNER w h O oM S 3 z as .. la PROaDCrREVIM $�' wRY IM Fled& € A•reptwaN.-.Ifs..06I2•G'f' EipnWfDAM wig •• ••+ • • / ICwbd • • •�• f C V • • • • C • • • • n = • • • • f Engr:JAVAO MMAO ° m • • • • • • • CMI, • • • • RA.PE S 70592 3 •• • • • • • •• • • CAN. 538 4l� drawing no. •f : Fpj ee�eM_� :ORNq W13-49 • • • ••• • • • Sheet 5 Z of 12 ••+ 0 • 0 •f• • •