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WS-18-800Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe PermitNO. WS-3-18-800 Perri Type: Windows/Shutters ortc Classification: Window/Door Replacer Permit Status: APPROVED Issue Date: 4/9/2018 Expiration: 10/06/2018 Parcel Number Applicant 1421 NE 103 Street Miami Shores, FL 33138-2625 1132050310150 Block: Lot: VILMA QUINTANA Owner Information VILMA QUINTANA Address 1421 NE 103 Street MIAMI SHORES FL 33138- 1421 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) SD CONSTRUCTION, LLC Phone (786)371-7969 Cell Phone Phone (305)527-3904 Cell Valuation: Total Sq Feet: $ 21,000.00 397 Type of Work: REPLACEMENT OF'13 WINDOWS, 6 FRENCH No of Openings: 19 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $12.60 $4.35 $2.90 $4.20 $290.00 $12.00 $16.80 Total: $342.85 Pay Date Pay Type Invoice # WS-3-18-66948 03/28/2018 Check #: 494 04/09/2018 Check #: 7913 Amt Paid Amt Due $ 50.00 $ 292.85 $ 292.85 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 ELECT CAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructiWl nd zoning. Futhermore, I authorize the above -named contractor to do the work stated. Wa re-ft) MoNce/P April 09, 2018 AuEhoFized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 09, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-300362 Scheduled Inspection Date: September 18, 2018 Inspector: Riveron, Alexis Owner: QUINTANA, VILMA Job Address: 1421 NE 103 Street Project: Miami Shores, FL 33138-2625 <NONE> Contractor: SD CONSTRUCTION, LLC Permit Number: WS-3-18-800 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)527-3904 Parcel Number 1132050310150 Phone: (786)371-7969 Building Department Comments REPLACEMENT OF 13 WINDOWS, 6 FRENCH DOORS WITH IMPACT RESISTANT GLASS DOORS WINDOWS tnfractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 17, 2018 For Inspections please call: (305)762-4949 Page 7 of 32 ( 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION *BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 1421 NE 103 STREET City: Miami Shores Folio/Parcel#: 11-3205-031-0150 R rcEWED AR 2 2018 744 `F�'BC i20 V Master Permit No. `1 t U —930 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS County: Miami Dade Zip: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): VILMA QUINTANA Address:1421 NE 103 STREET NO X BFE: FFE: Phone#: 305-527-3904 City: MIAMI SHORES State: FL zip: 33138 Tenant/Lessee Name: Email: /v/4- Phone#: CONTRACTOR: Company Name: �� 1 C(C\�1 UCo (-\� /LLE � Address:: ��5-UB C i? U✓� \" )\vcA . 'Zi Q City: \LQ 6\SC�tki ` _` State: Qualifier Name:}'7.&J\e V �C) `mil State Certification or Registration #: -� C6l ZU SC.Q Phone#: OT 3��-09©2 Phone#: 7 Certificate of Competency #: DESIGNER: Architect/Engineer: AL F/4-IZDC)C? ev trip Address: 9 %.%O 60 al se-f jai ye, Z 2-V Value of Work for this Permit: $ '�') l 0O 0 - 00 Type of Work: .❑.,Addition Alteration Description of Work:-e_.e/,4-C1•/C-f a / 3 to» A✓ '_ o Cv S. (� C''f7euciL k' (asp goo K to rkau GoZest City: 42/ 9"h7 Square/Linear Footage of Work: Zip: 3 1 ` Phone#:/21/00 State: FL Zip: ) 7 ❑ New ❑ Repair/Replace Ell Demolition Specify color of color thru"tile: Submittal Fee $ Permit Fee $ lil d CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ — Structural Reviews $ Bond $ _ TOTAL FEE NOW DUE $ a9 2 • eb (Revised02/24/2014) u�`� 5.:_ Bonding Company's Name (if applicable) Bonding Company's.Address _ City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. l absence of such posted notice, the inspection will not be approved and a reinspectipn fee will be charged. Signature 7)/ OWNER or AGENT The foregoing instrument was acknowledged before me this A l day of2. C CJL , 20 i S , by �J e1 a. Qu, v -A ? ,, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBUC: Sign: Print: Seal: as Signature CONTRACTOR - The foregoing instrument was acknowledged before me this day of / " `- '-r& , 20 1 , by MAI),A0 71 � C-, who personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as *************#**************** ***, **#**************s********a******************************s**s*****s**** APPROVED BY 3�� Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 4 IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website directly for additional information. Address Owner Name Folio SEARCH: 1421 ne 103 strret Suite Q Print Results EXACT MATCH NOT FOUND FOR SEARCH CRITERIA ENTERED. 1 POSSIBLE MATCHIESI ARE LISTED BELOW. Click on the Folio number to view property details. FOLIO: 11-3205-031-0150 SUB -DIVISION: MIAMI SHORES BAY PARK EST REPLAT OF TR C OWNER: VILMA QUINTANA PROP. ADDR: 1421 NE 103 ST MIAMI SHORES 1 L V The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www. miamidade.gov/info/disdaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactFomUContactFormMain.aspx. Version: 2.0.3 http://www.miamidade.gov/property search/ 3/14/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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: 0// Qualifier/Owner Signature Date \ q Print Name f--c777°\ Client: Project Name: Project Desc.: AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SD Construction LLC Date: Mar 19, 2018 Vilma Quintana 1421 NE 130rd Street, Miami Shores, FL 33138 AFC Number: i g- 037-4 Building Height (ft.) : 15 Design Criteria: i, Florida Building Code 2017 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: Engineered By: AD Checked By: . • • • •••• • • • ..• • • • • • .. • • •••• .. . • • • •••• • • .. .. • • • • • • ....••• • • • • • • • • • • • ..• .. • •• • ..• - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: • • • • • • • • • • • • • - Wind Load Calculation - Capacity check for 4 X 4 Aluminum Column Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahma4;'P1 FL# 70592 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooacvafceng.com Sd Construction LLC 328 Crandon Boulevard # 226 Key Biscayne, FL 33149 Coefficient Kh 1.03 Vilma Quintana 1421 NFL 103rd Street Miami Shores, FL 33138 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/ft"2) 68.64 Wind Speed (mph) 175 Importance Factor 1.00 Exposure Category p Risk Category 2 Coefficient Kz 1.03 Mean Roof Height [h] (ft) 15.00 Height Above Gnd. Level 1z4 (ft) 15.00 Horizontal Dimen. of Bldg. (ft) 45.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (Ib/ft"2) 68.64 Component Size Mark Comp Type W (in) H (in) S (in) A ft"2 Gcp Coefficients Z4+ Z5+ Z4- Z5- Gcpi Coeff. Pos Neg Design Wind Pressures (1b/ft^2) Z4+ Z4- Z5+ Z5- In Zone ° MAR 19 2019. - J `, J 10.00 1.00 1.00 -1.10 .. ... • • • • • .. •.. -1.40 . . .. 0.18 . . . . . . -0.18 .. .. 48.6 -52.7 48.6 -65.1 Z5 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAROOQ l77Ot4PC•RATI@N;1235 S.VK 8'tl. E, MIAMI FL. 33174. TEL:305-264-8100 • • • • • • • • • • • •• • • • • • • • • • • • ••• • Engineers Seal Engineers Name And Signature ••• •• . • • ••• • Design Date • • • ••• • • 331 /2$18810: 7:47 AM • •• • . • •• •- Design Reference Number tg-o37A • • ••• • 421 NE 103 STREET 16111., CO GUARD 300 FIXED WINDOW NOA 17-1102.20 (# 1, 3, 4, 10, 11, 17 UE3Jt=CT TO COMP( IC�NCf- v;�i;(f { Al CO SERIES 600 OUTSWING FRENCH DOOR NOA 17-1218.15 (# 2, 12, 1 S15, 16 ) CO GUARD 200 HORIZONTAL SLIDING WINDOW NOA 17-1102.23 (# 6- SJi ff AND C(IJNTY roil r5 AND c , CO GUARD 100 SINGLE HUNG WINDOW NOA 17-1011.23 (# 14 ) uJJI APPROVED ZONING DEPT BLDG DEPT W l�ti. Zio 2?)%00 F=X Fj,oIz. (3' R- • b o nn tii J pJeLai ill- 01.4. (7 /k kz A c1 • 2_-1. (2> 0 F TLii, 4/ 5i.( b s 'bricked 7 2-4-160 1��1vv�Z 12o- 1k1 ti 1,v1~)1 KOVly ,mod//zeD.. l • •' • • • • . • • .. ••,• • • • .•• • . • ... / /\ 5.1\-8-1141- , • • •, -• •• ••• • . • • • •..: qcg. q!'a► ; !) ON- : •: • .. ••• '7 2:1'o Fy e loie Cs-) 12* Ha S4-/4 rn Ec�:coe At 74.'5 , L-gtz-e-s AL FAROOQ CORPORATION PG# CLIENT NAME: SD°;Construction LLC, PROJECT NAME: Vilra Quintana',. PROJECT ADDRESS: AFC # 1421'NE-130rd Street,'Miami Shores, FL 33138` SECTION INPUT NAME: PLAN REF.: ENG BY: 4x4 Column • AD HEIGHT (h) WIDTH (b) FLANGE (tl) 2 WEB (t2) 2 UNBRACED LENGTH Lb 4lin 4 0.125 in in '0.125 in 80in MATERIAL PROPERTIES - ASD MATERIAL yield stress Allowable Stress. Slenderness E. Modulus M. Inertia M. Inertia Section Mod. Area Fy Fb = Fy/f1 = .6Fy Slender Value E Ix ly Sx A UMy6€)f3=1'6 {t1NWELDEDJ' 25,000 psi 15,000 psi 80.00 Fb control 15,448 psi 10000000 psi 4.854 inA4 4.854 inA4 2.427 INA3 1.938 inA2 WEB THICKNESS -- 02) WIDTH (b) LOAD DIRECTION (�1 • . . .. • • ..• • ••••" FL—OAD CONDITION - FIXED - UNIFORM DISTRIBUTED Pd TRIBUTARY SPAN LOAD LENGTH W S w L 65 1, psf 93.75 in 21.191 Ibs / in in '80 MEMBER DESIGN LOADS & END REACTIONS w12 MM"_8 M Smin = < Sx F b 16,953 Ibs - in 1.130 inA3 0.444 in Moment @ Center ok to use TRIBUl•itI ? PAN • • • • .m••• • • •r-' £ESIQNNPD •*•• MEMBER•• -I El • • • . •• • . ;• s i •• • • .• .I • • . •• • I L 5w14 Amax _384E/ < Rail wi V= 0.233 in 848 Ibs ok to use end reactions sheet notes: 1. this sheet is applicable only for close shapes. 2. Steel: use lower thickness to reduce capacity do to round corners. Javad Ahmad, P.E. FL#70592 E.B. CAN # 3538 AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE 4 & 5. BY: kr) DATE: `21 I Q / 1 B *ALL INFORMATION PROVIDED BY CLIENT 0 4.3 rto ,te. X L Y Yg 00 ,vc1 M• Q.0 aim L? s ( �j ea 1 PTti o 1= a PEN ?Nan a o/3 Yg +c,3lg +39 4 .. = 93.3S • • • • • - EIiiHT OF OPENS jr = 20 " MIAMI-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade Cotmty 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 jurisdictiina. RER reserves the right to revoke this acceptance, if it is detennined by Miami -Dade oul ty.; Prod €4 fiontrol Section that this product or material fails to meet the requirements of the applicable buitding code. • • This product is approved as described herein, and has been designed to comply w1i7f:lie Florida•Bt 1ding Code, including the High Velocity Hurricane Zone. .• MIAM E-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Roori 208 T (786) 315-_2590 F (786) 315-2599 «ww.miamidade.gov/economy D.ESCRIPTION:r-Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I. •.„, • • • • •. • APPROVAL DOCUMENT: Drawing No. �V09-20, titled "Eco-Guard Series 300 Ai tamed • • (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, pi'b� d by Al-k�ar6oq Corporation, signed and sealed by Javad Alunad, P.E., bearing the Miami -Dade County > ttiduct Conti-ol Revision stamp with the Notice of Acceptance number and expiration date by the Mid mi-Dade COnttt. • Product Control Section. .• • • • • MISSILE IMPACT RATLNG: Laa beand'Small iVIis'sile Lnpact Resistant ••. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "iMiami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been n . o change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0715.10 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 Sifang Zhao, P.E. MIAMI-DADE COUNTY A6 01/0.9 NOA No. 17-1102.20 E.xpiratio'a Date: June 17? 2019 Approval -Date: -January -11; 2018 Page 1 • � • • • • Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under :'VOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminur double fixed window, prepared by Hurricane Engineering & TestiT.nc.. Test Report No. HETI-08-2192A, dated 01/15/09, signed and sgale lly Candicclo T. Font, P.E. (Submitted raider NOa #09-0413.08) • • • • • 2 f ..• • Test •reports on: 1) Large Missile Impact Test per FBC, TAS 20 i �14 '• " " 2) Cyclic Wind Pressure Loading per FBC, TAS— 94 •• •• • along with installation diagram of a 97 1/4" wide x 96 1/8" high€®. uarcdsesrie 300 • aluminum double fixed window prepared by Hurricane Engineer p•* Testim1K}c,, • • Test Report No. HETI-08-2192B, dated 01/15/09, signed and sedlettby Cantild8 F. • Font, P.E. (Submitted under NOA#09-0413.08) •• 3. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 • • • • • 2) Uniform Static Air Pressure Test, Loading per• 13a, TAS.30294 • • • 3) Water Resistance Test, per FBC, TAS 202-94 • • • along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing,Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under .NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under _NO4#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font. P.E. (Submitted under NOA#09-0413.08) ell ,�j�j SifanggZhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 ahuninuin fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido,l,,1±'ont. P.E. (Submitted under NOA#09-0413.08) • • •. •... • . •. .. . • . C. CALCULATIONS. • 1. Anchor verification calculations and structural analysis. complymc• :1th FBC b h Edition (2017), dated 10/13/17, prepared by Al-Farooq Corpor in, Signed abit • sealed by Javad Ahmad, P.E. „ • 2. GIazing complies with ASTM E1300-09 •Q11'• ' D. QUALITY ASSURANCE .• . . • • • . . . . • • • • • 1. Miami -Dade Depatinient of Regulatory and Economic Resourctss (RER) , .. . • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifoI® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. E - 2 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 1.613 1.000 .062 I^---- 2.750— (I, FRAME HEAD/SILL/JAMB .875 soo r- CD FLUSH FRAME ADAPTER ^•j .750 r•- .r—I 1 �. .813 803 .050 -4-. 2 GLAZING BEAD 1.070. .375 .050-1 Q ANCHOR COVER E o C UARD-"SEjIES-300" 1_Aj.tJMINUM B'IXhD-WINllU1Y� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY 0R 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAO DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO 8E HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERCOME INTO 1ALS 1 CONTACT WITH OTHER LIMITEDNCLUDING BUT NOT SSIMILAR TMATERIALS SHALL WME THAT REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO 8E ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. FALSE MUNTINS (SURFACE APPLIED) OPTIONAL Ee— J o z J z � w1NDow mom..,_,_._. D.L. OPG. II C3)1 1 / - -0- 1 6" MAX:_ .,-^I �.,-..._._... HEAD/SILL HEAD SILL CORNERS ThPICAL ELEVATION GLASS D.L.O. DIMS D.L.O. HEIGHT WINDOW HEIGHT — 3.625" D.L.O. WIDTH = WINDOW WIDTH — 3.625" • •• ••• • • • • • •• • • • •• • • • •• •i•--_--•"•_._ • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. �I SHUTTERS ARE NOT. REQUIRED. • • • • • • ••• ••• • • • •• • • •• PR ODUC.PRIIVISED a Cr,ra4I Cod,: �h^FI;h6, OuOuiali l'jtl: • • • t r,;»; uRon 1Ta„ f�%z' • • • RI ... ..'5Trf- ,• ••• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 4_ U T�I` � W z q� g c0. aols U IL oq girq ZN 0 gagE J � 0 1 J 0 0 ��@gu ba 8 B P,0 e o . c 7 i a drawing no. W09-20 (sheet 1 of 5 3/16" ANN. GLASS 3/16" HEAT STREW°. GLASS 090" Interlayer 090" Interloyer Troollol PVB SentryGlos By Kuraroy America, Inc.' ,By Kurcroy Americo, Inc.' -3/16" ANN. GLASS -3/16" HEAT STREN'D, GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY #8 X 1-1/4" SMS AT 3-1/2" FROM ENDS AND 10" 0.C. MAX. .0.419_TXVI_'c1 -/ CGIAZING. OPTIONS YAND014 WIDTH YANDOW WIDTH WINDOW WIDTH WINDOW WIDTH SIUCONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY #8 X 1-1/4" SMS -AT 3-1/2" FROM ENDS AND 10" 0.C. MAX. CI.ASS_TYPF,A rWINDOW WIDTH 1 IT L\ WINDOW WIDTH i W. WIDTH 1 - -7"N ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED_ LINES AND OBTAINING ALLOWABLE_ LOADS FROM TH0SE SHAPES. DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF WINDOW DIMS, GLASS TYPE 'C' GLASS TYPE '0' 111NDOW DIMS. GLASS 'TYPE 'C' GLASS TYPE '0' WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(,) EXT.(+) 1NT.(-) 24" 75.0 80.0 80.0 90.0 ;26=1=1/2.1 ¶ 75.0 80.0 I 00,0 90,0 30" 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 53-1 0` / 74" �J 75.0 75.0 _-.0 800 60,0 _.._._,_..__.__.-._-._ 80,0 80.0 90,0 90.0 42"36" 48" 75.0 75.0 80,0 80.0 80.0 80.0 90.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 54" 60" 06" 72" 75.0 75.0 75.0 75.0i 80,0 00.0 __ 80,0 80,0 80.0 80.0 _ 80.0_ _ 80,0 90.0 90.0 90.0 90.0 37" -"----." 75.0 80.0 80.0 90.0 53-1/8' - 74" l If 75.0- 80.0 / 80,0 90.0 26=1/2" 75.0 80.0 80.0 90.0 24" 75.0 80.0 80.0 90.0 37" 50-5/8" 75.0 80.0 80.0 90.0 30" 36" 42" 48" 48. 75.0 75.0 75.0 75.0 80.0 80.0 _80.0 80.0 80.0 80.0 80.0 _ _ 80.0 90.0 90.0 __ 90.0- 90.0 53-1/8" 74" 71.3 71.3 78.0 73.1 80.0 80.0 90.0 90.0 28-1/2" 75.0 80,0 80.0 90.0 C-371 63 75.0 80,0 r 80,0 90.0 54" 75.0 80.0 80.0 90,0 53-1/8" 67.9 72.5 80.0 90.0 60" 66" 72" _ 75.0__ _ 75.0 _ 70,0 __ 80.0 _ ___80.0 _ 76.6 ..80.0 _ _ 80.0 _ 80.0 _90.0 __ _ 90.0_ 90.0 _ 26-1/2" 75.0 80.0 80.0 90,0 37" 76" 75.0 80,0 80.0 90.0 53-1/8" 87,9 69.9 80.0 90.0 24" 75.0 80.0 80.0 90.0 W "+ 30" 75.0 80.0 80.0 90.0 38" 75.0 80.0 80,0 90.0 42" 80" 75,0 80.0 80.0 90,0 48" 75.0 80.0 80,0 90.0 I. -., •..... 54" 68.8 _ _7_1.3 _ 80.0 90.0 60" 66" 72" 60.2 _ Bo.4_ - -•. 60.2 __ 84.2 __ 64.2 84.2 _- 80.0 _ - 90.0 . _... 80.0 __ __ _ 90.0 9U.0 _ 90.0 r -i J ' /% ••.•,••••`"..-'•.'� 24" 75.0 80.0 80.0 90,0 30" 75.0 80.0 80.0 90.0 36" 42" 72" 75.0 ._.75.0 -- 80.0 ---B0.0--- 80.0 _ 80.0 90.0 90.0 _ WIDTH AND LENGTH DIMENSIONS VERTICALLY 0R HORIZONTALLY NOTE: GLASS CAPACITIES ON THIS •BASED 511 ASTM E1300-09 • : • • • • • •• • • • • „11;1•;..rl'!i ill : i l ::',we' ' "r1,ur::_ 'r, 1 •!,a!In;e,; AR72.110.Z..1e2. •1.. I,L�.I�- CAN AS SHOWN SHEET (3 SEC. � 111'1({ F,,`•)•,. ` , �' 1i 'VI • \ BE ORIENTED ABOVE. ARE GUSTS). I l i %�� / / • �`'Y+R„ Gl:NSC .. U. 6592 1 r TAfEOP :, tU:I 48" _ _7_5.0 76.6 80.0 90.0 54" 60" 66,8 _..-__-... 60.2 71.3 ..__-.-_... 64.2 _ 80.0 _____ 80.0 __E 90.0 --.___ . 90.0 24" 30" _ 75.0 75.0 80.0 _ 80.0 __80,0__9_0,0 80.0 90.0 38" B4• 75.0 80.0 80.0 90,0 42" 70.0 70.0 80.0 90.0 48" 65.6 05.6 80.0 90,0 54" 64.3 84.3 80,0 90.0 24' 75.0 80,0 80.0 90,0 30" 36" 96" _ 75.0 75.0� 80,0 _ 78,2 __ 80,0 _ 80,0 90.0 90,0- 42" 48' 64.6 59.9 �6 i <1- • 59.9 •jD,o• �(1.0 • 090.0 •- • 90.�Y " 75.0 •0,0 • p•0 • / •90.• 30vr- 30• 36" 108` 75.0 _.___. 74.5 0�-- •.0___..• 74.5 . �0.0 80,0 90.ir• _...._!. 90.0 42" 61.5 61.5 80.0 90.0 24" 30" 120" _ 75,0 • - 15, 80.0 _.• 00.0 • • 80.0 80.0 • 90.0 •� 90.0•� ! • 36" 74., • 74.5• 80.00 •90,0•4. • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • 2elccn..o‘ • m 4 1, l' (drawing no. W09-20 sheet 2of 5-) 1DY WOOD BUCK • a TYPICAL ANCHORS SEE ELEV. FOR SPACING ___ E_NE OIST' CA) J 0 CBS a 0 a 9.1 ii ii 1 (1) K " 4 a. TYPICAL ANCHORS $EE ELEV. FOR SPACING EDGE DIST. METAL STRUCTURE• _TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MUWON It MULLION ANCHORS SEE SEPARATE NOA _ EDGE DIST. el TYPICAL ANCHORS J SEE ELEV. FOR SPACING 2137`1(OOD BUCK OR WOOD STIZUDTURE TYPICAL ANCHORS_ SEE ELEV. FOR SPACING —i m WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. T C.ALAICIIORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM "1/4"`DIA' ULTRACON BY 'ELCO' (Fu=177 01, F ml55 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) CTHRU 1BY,BUCKS INTO'CONC. OR- BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE.(HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4"-MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN, (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Cc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS T'm = 2000 PSI MIN. „ iCK 1:W000 DUCK EDGE OIST. SEAI,A,N : ALL JOINTS AND FRAME • •:JO:IT :EVt• • • • • • • • CONNECTIONS SEALED WITH • • • • • 000 • • • • • • • • • TIT CAL ANCHeR • -SEE ELEV. FOR SPACING • • • • • :'It r. , • • • • 0,:oIt, • • • • • • • • • • • • �'-• • • �fun;n • • Ltc Flo; l.7vroi, let) ol�I;1021)49 " '�'lrs(ca�;lyncot • • • • • 000 • • • • • • • • • • • • • • • • • • • 0-0 • • • • • • • • • • • • • • 410 • • • • 000 • • w 0 0 0 �1 ALUM FIXED WDN 8 FAX (305) 885-5902 ITEM d PART # REQD. DESCRIPTION MATERIAL LIANP./SUPPTJRR/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—TB — 2 FY302 A5 REOD. CLAZINC BEAD— 7/16" CLASS 6063-16 — •— _ 4 5 FY303 _ AS RE00. ANCHOR COVER 6083—Ts — E203 AS RE00. GLAZING BEAD BULB NEOPRENE ULTRAFAB FL8-50 1 B GLASS SPACER — 1/6" HIGH FRAME ASSEMBLY SCREWS SILICONE .., CRS FRANK LOWE PH SM5 6 #10 x 1" 7 FY120 — FLUSH FRAME ADAPTER 6063—TB EPNM OPTIONAL DUROME1ER 85±5 SHORE A 8 — 2/ UTE SETTING BLOCK _TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM () 3) MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE N0A WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH EXTERIOR D.L. OPG. WINDOW WIDTH RECT. OR SQUARE WINDOWS 1/4" MAX. SHIMS 1BY WOOD BUCKS'\ o � O TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • • • • • • CIRCULAR WINDOWS • COIMI ppTATT i 1/4_MAX. SHIM 1/0" THK. ALUM STRAP TYPICAL ANCHORS --SEE ELEV. FOR SPACING METAL STRUCTURE •• • • • • • • • • • • • • • • • • • • •• • • • • •• I I< 1 V 1. D i t1n l.r:8:: • • • • • • • • :::;:ira+s•i 1.ae„0./L1 2aj9 • • • • • 1; .._ .tat5 z64t_d • • ,.nc;l� ;•,i \,:i:rl�o ,+nt • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • MITER CORNERS \\\`1j11... 1111j�XT \\`1� SPA 4•*. 82 ATE OFION AI. 0 1 j bb 9 � drawing no. W09-20 Cahoot 4of 5 ) CA�AL `=J ALT. • EDGE OIST_____ 4 TYPICAL ANCHORS 'SEE ELEV. FOR SPACING 2 N TY __PICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE OIST�_ TYPICAL ANCHORS._ SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV.- FOR SPACING •• ••• • • • • • •• • • • INSTALI.ATION DETAILS. IV1TH FLUID` FRA1411? ADAPTER* • ••• • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • •• on,uilJ;;inl'Niro:6c 19nri,lu aii'riPro� l,'olc • • • •-••' +' '' "i •''jj 04441019 • • • • -. •• • ,_>_..xf.�T_zy�b._. • • • • \•iiip LUrf:: I � Lia:n•n: • • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• r., ly u to fl rs a 0 n. N m i 8 F3 �o 0 a a m u o I; C �:Y � sid drawing no. W09-20, d 6 (sheet $of $� DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Windows Systems, LLC 8502 NW 80th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (hi Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the righrtniave this product or material tested for quality assurance purposes. If this product or material fail/ Irapejform id t ie: cceptet":" manner, the manufacturer will incur the expense of such testing and the AHJ may im is1 toy revel dify, or • suspend the use of such product or material within their jurisdiction. PERA reservios•{. right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that thi • presd uct or material failsa6• • •; meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Fltl;f'id"4Build tg4gde, MIAIVII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy • • • • • •• •• •• •• • including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Alu`minnm Outswing Frencl► • Door w/wo Sidelites=L.M�. J : • APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, titled "Series 600 Alum O swjdg Entrahce Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02713/12. Mc1, fist revised on 11/09/17, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: -Large and Small -Missile Impact -Resistant) Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0603.13 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 Jorge M. Plasencia, P.E. • • • .• • Z o 2.o1i4' • NOA No. 17-1218.15 r---Expiration Date: -Mardi 20; 2019-1 Approval Date: February 08, 2018 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.L)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. ... • B. TESTS (submitted under file #12-0402.03) •.... • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •. • • ▪ . . • 2) Uniform Static Air Pressure Test, Loading per Ffn FAS 2024-W 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 243,9,4 .. . • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 28i? f94 . •• • • • • . along with marked -up drawings and installation dial, am of an aluminum C0.1t§�CJll�g French door, •. • . prepared by Hurricane Engineering & Testing, Inc., Test Report No.• • • • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETL42-3027dated.03/16-. 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. orge M. Plasencia, P.E. Prodbct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. .... • • • ...• • .. . .. • . •• • . • ..• •. • . 2. NEW EVIDENCE SUBMITTED •• • • •• •• • •••• . .• A. DRAWINGS • • • ' • 1. Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Entranoe boor tis14.1.)", . sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corponfit>; dated 02/13/12 and'. . • . last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. • . • .. . . •. . . . • .. • C. CALCULATIONS 1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-2 MATERIALS INCLUDING BUT NOT UMRED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SfTE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL SERIES 800" . —ALUMINUM-OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDEUTE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELrTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDR10N) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY 0R 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. 1/8' HEAT STREND. CJAA'S .090' InterToyer Trosifol PVH By 'Kuraray America. Inc.' 1/8' HEAT STREN'D. CLASS SILICONE DOW CORNING 899 [GLASS TYPE 'G1'r i m 5 co 1/8' TEMP. GLASS 5/16' AIR SPACE 1/8- HEAT STREN 0. GLASS .090' Intertayer Saftez Clear And Color Glass By 'Eastman Chemical Co.' 1/8' HEAT STREN'D. GLASS 3/18' HEAT STREND. GLASS .090' Interlayer Trosifol PVB 9y 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 rr / SETTING BLOCKS AT LAM. GLASS RECTO. FOR WIDTHS EXCEEDING 36' ONLY, '-' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE `G2' SILICONE DOW CORNING 899 CARDINAL XL EDGE SPACER ST. STEEL SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G3' • PROIDIL1C7•RJISEt • • • • • as eomd�Irine wl tf� Fllirld* • • • Bu(NlInngSode• • • • • • • NoA-flb! • 11-111 SN 5• • • • • • • • • • • • • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. • • Expleadldh Dat• I13/20112019) • • • BY Mlaml-Da Product Control • ••• • • • • • • ••• ••• • WV.fD 2017 • • •-r-• • • •• •d • •• • •• • • • • • • • ••• • THESE DOORS ARE RATED FOR LARGE•g ZMALLSIL£ 9 Cj. SHUTTERS ARE NOT REQUIRED.— •-_• •' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0LA` ��V 0 N ckg0 >�RT�O VOg ig a of 0 0 ro S a m 2 S S 2 • • • 5 drawing no. W12-08 sheet 1 of g) o 39 3/4" MAX 5" MAX HEAD/51LL CORNERS FRAME WIDTH 12" MAX. HEAD SILL FRAME HEIGHT 96 3/6. I I -_1_L_ /I / /I it II ' — ri i r 2 — — G — — — /.1111 / / / n \ \ 4 O i //. I'/' ./ I i/ I D n \I I \ / •r ACTIVE l SURFACE APPLIED FALSE MUNIINS OR DECORATIVE GRILL MAY BE USED 28 15/16" D.L OPG. 37' MAX. LEAF WIDTH r-{X)2 LOCK OPTIONS #1 OR 12 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION z u DOORS TOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EM.(+) _ INT.(-) — 39-3/4' 37' 98' 70.0 75.0 7 5' 11AX. HEAD/SILL CORNERS 76" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 1i1I. 12" HEAD SILL ( = n 4 l * / ii II / / OI I \ , \ \ — Hi W n x — — — — / ---il / / / \ \ / 11 /4. '/IY /1 \ Ii O" n III \ \ I LOCK OFIVHS #1 0R112\ (OPTION 2 SHOWN) SEE SHEET 7. FOR DESCRIPTION j, 11 / / / / / / INACTIVE Il ACTIVE SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/18" D.L. OPG. 26 15/16' D.L. OPG. 37' MAX LEAF WIDTH 7,7 DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH _ FRAME _HEIGHT �.(+) INT.(-) - ).- 76' 37' 98' 70.0 75.0 GLASS D.LO DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 7 co 37 3/16' MAX. 5" MAX HEAD/SILL CORNERS FRAME WIDTH F 12' MAX. HEAD SILL I I I I I I I I 1 TESTED FRAME HEIGHT 87' — H O o — _JL __ --r I / SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY DE USED •• • i i • PRpDU T QEV ISIjD • • • • abcolppl ngpitibth• Florida • •B�yld g ddes •• •• ••• NV o•••017f111?18.15 32 3/4' D.L. OPG. STAND ALONE'SNGLE SIDELITE SEE SHEET 3 FOR CAPACITY • • • • • • • •• ElpirliloiDa -0 d/2019 By Mi ro.uct-• tro NOTE: • •-, • • • • • • • GLASS CAPACITIES 0 T:IIS EET AR • • • •• •• • • •• BASED ON ASTM El30Q-09 S. AR; .• • • • AND FLORIDA BUILDING C0MMI9610N • • • • • N(V•1 I8 T01? DECLARATORY STATEMENT DCAD5-DEC-219 • • • • • i L.1 ij)m 0 0 ca 3 zJ O 0oo Ww M Eogst °de0 goo ahg 6 1 drawing no. W12-08 sheet 2 of 9 •'1• • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • 'DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELRES SIDEUTE SIDELTE wiTROITT FRAME FRAME REINFORCING WIDTH INCHES HEIGHT INCHES EXT.(+) NIX-) ..:24...1 ` 70.0 75.0 r 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 38 88 70.0 75.0 37 70.0 75.0 42 81.7 66.1 24 70.0 75.0 30 69.8 69.8 36 92 64.1 64.1 37 63.3 63,3 24 63.3 63.3 30 57.8 57.6 36 98 53.1 53.1 37 52.4 52.4 { r SINGLE SIDEUTE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES MTH SINGLE OR DOUBLE LEAF DOGS (SEE NOTE BELOW) SIDEUTE SIDEUTE RITROTTT WIN FRAME FRAME REINFORCING REINFORCING WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 4,..24.1 \ 70.0 75.0 I 70.0 75.0 30 70.0 75.0 70.0 75.0 38 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 81.7 ' 88.1 81.7 88.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 38 88 70.0 75.0 70.0 75.0 37 70.0 75,0 70.0 75.0 42 81.7 68.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 69.8 69.8 70.0 75.0 38 92 84.1 84.1 70.0 75.0 37 83.3 83.3 70.0 75,0 24 63.3 83.3 . 70.0 . 75.0 30 57.8 57.8 70.0 75.0 38 913 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 SIDEIITE WIDTH REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 78" MAX, (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS D.L.O. HEIGHT (SIDEUTE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" w CLUSTER OF (4) ANCHORS AT HEAD/SILL 5" MAX. HEAD/SILL CORNERS 146" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE EN05 (4) AT 3" 0.C. 12" MAX. HEAD \ \, JI Y) /' //. // i/ ___JL ----1r---- II ____ \\ \1 \ \ \\ \ 2 // W / to \ �/ n // 0 - omionS 2 SHQN SHEET ;.1 \ 14 O -.1 / II // I / ll_!__ II 17 �tsItu FRAME HEIGHT 8? D.L DPG. 1 I 1 I L I- L_ _ ___I / / \ / o it - I V/ 11 t' II i/ II j, +' 14 \ M c 4 \ LOCK 11OR/# Si„,E / / // 11 ==--1r ===1===❑ O / / i( ' ., 1 I \ 1 1 A 1/. 1 ACTIVE INACTIVE. SURFACE APPLIED FALSE MUNI1NS 0R DECORATIVE GRILL MAY BE USED 1 11\I 1 32 3/4" D.L OPG. =DELITE FRAME WIDTH MAX. 26 15/16" D.L_ OPG. 26 15/18" D.L OPG. 37' LEAF WIDTH 39 3/4' MAX. (SINGLE) 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH f (o xo) 1 • MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0. FT. PER FBC 2014 PRODUCT REVISED WWY••1.1218.15• • . • • 14111411 ►-e. •• • •• . •. •• JIr for a 03f 2019 •• ••• •• By•�y• MI 1-D-•'""roduct •ntro NOTE: GLASS. CAPACITIES 00J•Tt1IS•11'EET ARE • L • • • • • BASED ON ASTM E14 w09 4j33 SEC. 4US' S) • • • �1�• t 2.017 AND FLORIDA BUILDING COMMISSION • • • • • DECLARATORY STATEAIE�NS DC -DECK �1•J •• •• • • •. • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • 7 EOF ss1ONAA. 7j/11J 1111�\ iN Y 0 a z 8 g 2 's. b 4 drawing no. W12-08 sheet 3 of 9 ) 9/16" MIN. THROW BOLT PENETRATION EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 a 00 GLAZING OPTIONS SEE SHEET 1 EDGE DIST. 1/2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. PROPERLY SECURED 18Y W000 BUCK EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 4 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 10. 015T. (('' METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING j I MIAMI-DADE COUNTY APPROVED I1 CUPPED MULLION 11 SEE SEPARATE N•A . TYPICAL ANCHORS: SEE ELEV.FOR Th SPACING 1/4 DIA. ULTRACON BY'ELCO' (Ft 177 KSI, Fy"155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD,(HEAD/JAMBS) r THRU 1BY BUCKS INTO CONC..OR.BLOCKS 1-1/4"MIN' EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN- EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS, (GRADE 2 CRS) INTO MIAM1-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) • • ••. • • • • • • • (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) • • • • PRODUtyOT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • •• • • • t{dildl� Cods •t th t�•lOrtda (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTRJ! • • • • • atoppoto. • d741i18.15 IYPICAI FDGF_DISTANCF Expiration Data /20/2019 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 8y <i�i INTO WOOD STRUCTURE = 1" MIN. • *00 • MI - '^'^"" • • of o . o • • • • • • • INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • •• • • WOOD AT HEAD OR JAMBS SG = 0.55 MIN. • • • • • • • • • • • •• • r'I CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI PAIN. • • • r- '6 2f1: C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 P51 MIN. 000 • • • • 0,10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 41160 • • • 6410 • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS cg e Fd g S 8 @i. drawing no. W12-08, (sheet 4 of. 9 1/4" MAX. SHIN TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4' MAX.•. SHIM .' TYPICAL ANCHORS SEE ELEV.' T. FOR SPACING W CONCEALED FLUSH BOLTS D 1/4- MAX. LEVERS AT STILE FACE \ SHIM 1BY WOOD BUCK ACTIVE LEAF EXTERIOR 0.LO. 37. MAX. LEAF WIDTH 39 3/4' MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS 1 OR 12 OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE I:.1 Inr INAC177E LEAF(.0/ ACTIVE LEAF . -- . ,. k• I iii. ,_ _.,,,,__ ..., ...., __ D.LO. LOCK OPTION 42 LEAF WIDTH 76" MAX. 2 POINT LOCK ASSEMBLY EXTERIOR EXTERIOR DOUBLE DOOR FRAME WID114 LOCK OPTION 41 D.L.O. LEAF WIDTH 4 POINT LOCK ASSEMBLY •. • • P�bQU iEwSeD • • • tco�Plg �r111`Me Florida • Idl �p • • • • ExpAatlonba6 03/20/2019 BY Ml MIamF-D Product Control f •• • • •• • • • • • • • f, • • • •• D0�{ DET ••• •• ••••• t i• F 201 1/4" MAX. SHIM 2BY WOOD B K OR WCOO TURE i•EE NOTE HEEL'1 .j, TYPICAL ANCHORS SEE ELEV. FOR SPACING ONAL 11111111111Y ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • • • o; 8 n b° 88 0 r-� 8 s a drawing no. W12-08 sheet 5 of 9 EDGE DIST. , TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 1YPICAL ANCHORS SEE ELEVATIONS FOR SPACING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 EXTERIOR D.LO. 42" AT 86' HT. 37" AT 98" HT. MAX SINGLE SIDELITE WIDTH 112 SMS AT 5' FROM ENDS AND 11' O.C. MAX. 16Y WOOD BUCK REINFORCING AS READ. SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING �1 I •I 24 Ja � I��■�� I r II _ 1,1 L EXTERIOR SIDEUTE WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By MiamW / Product Control %iEELYI:E• DET. Ii.S LEAF WIDTH 39 3/4" (SINGLE) 76' (DOUBLE) ••• • • • • •e• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 009 • • • ••• • • drawing no. W12-08 (sheet 6 of 9 1, IT5M 1 PART } READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T8 - 2 E602 - FRAME COVER 6083-T8 - 3 E603 - DOOR FRAME JAMB 6063-T8 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 8063-T6 - 4A E626 - SIDELITE 9' BOTTOM FRAME 6063-T6 - 5 E605 - SIDEUTE FRAME JAMB 6063-T8 - 6 E606 - SIDELITE SLIP ON JAMB 6063-T8 - 7 E607 - LEAF TOP & BOTTOM RML 6063-78 - 7A E625 - LEAF 9' BOTTOM RAIL 8063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T8 - 9 E609 - LEAF HINGE STILE 6063-78 - 10 E610 - LEAF LOCK SALE 5063-T8 - 11 E811 - LEAF ASTRM;AL STILE 8063-76 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-76 4-1/4" LONG 13A E813 - HINGE BACK-UP PLATE 6063-78 12" LONG 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) 6053-76 - 14A E109 - GLAZING BEAD (7/16' LAM. GLASS) 6083-T8 - 15 E615 - GLAZING BEAD (INSUL GLASS) 6063-T6 - 18 E618 - SNAP COVER 6083-T6 - 17 E613 - BOLT SUPPORT 6063-T8 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FO-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLNAN & ASSOC. 21 F5R9145S - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN & ASSOC. .22 #12 SMS AS READ. FRAME ASSEMBLY SCREWS - - 23 .12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' D7A THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01 RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLSI WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 f10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4' X 1/2' X 4' LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 35 - 2/ L.TTE SETTING BLOCK, 1/4" X 3/4' X 4' LONG EPDM AT 8' FROM EACH END, DUROMETER 80*5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. •• ••• • • • • • •• • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • •By •- • • • BDaMT-0 di • • • • . • • •/• • • • • PRODUCT REV}SEO• as complying with the Florida Building Code NOA-No, 17-1218.15 mtpira•c ,Oat• 03/20/2019 • • &.- • • • • =•— -._• • uctContrll • • • • ••• • f(L V 16 2017 -, \\\ttt111ii///r/r 70592 `2/O AL A O 410 • • • • 0410 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• O 00 • • • 000 • • W Q� .X og61,oUfa 6 B a 8 8g E8 S 0 c 0 1 fi 1 drawing no. W12-08 sheet 7 of 9 LOCKS: OPTION #1• ACTIVE LEAF. 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BCTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM JNACTNE LEAP 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' DI& THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM ./ Y14 sl 1 ACTIVE 1}{.. {Yf \ / \ / / INACTIVE 1.a' ACTIVE HINGES. 3-1/2' X 7-5/8" X .122" NH. EXTRUDED ALUM HINGE PART #FD-107 BY SULLNAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4- FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) ' HINGES FASTENED WITH #10 X 1FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION Jf2. ACTIVE LEAF. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 8-32 X 1/2' FH MS INACTIVE LEAF. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC: 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2' FH MS • ACTIVE /I /I • \sik \ INACTIVE • ACTIVE •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • PRADU011•REVISED dbmOtylng with the Florida • • • • IluilllinW..rode *AMID. • 17.1218.15 • • •• • • • ItxpY•tiw•D•te 03/20/2019 Y Miarh• roduct Control • • • • • • • • • • • •• • • • • • • • ••• • • •• • • • • • • • • • • • • • • tlu:' 1 6 251, `\Y1111 n n 11 i �• yp:••'uc�aeF A OF //AAiIpivAi • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • z w p gE V 2ylh era 05.0g042 w 10 8 tv imgg 8&8 0015,0 o8,9s C o -Fog J.� 6 s 8 8 8 8 2 8 drowing no. W12-08 sheet 7.1of 9 r-1.750-"1 d 1�- St9 i r.394 + -i r.t3o I PRODUCT REVISED as eomplying with t•• Florida t'� ti �/ RI1m O w o N 4.000 .079 80,3 045 .803 0 0 .803 .045 NOlA-No. • 17-1218.15 AL—FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33179 N.A.N. 3638) TEL (305) 2548100 FAX (306) 2528978 j t .625Mill �; i f Expiration Data 03/20/2019 F�-2.Oti2--4i 1.625 4.031 .078 LMla 4.750 1.047 Fes- -�I I-- 1.047 �1 1./72 -� 14 GLAZING BEAD 5/16' GLASS 0 GLAZING BEAD 7/16' GLASS 0 GLAZING BEAD INSUL. GLASS By P wet Centro 0 DOOR FRAME HEAD/SILL 1.507 -1 1 4.000 `I LEAF TOP/BOTTOM RAIL 3.719 .078 1.625 4.719 1.078 4.781 .076 1.750 1.507 I(SERIES 600 ALUM OUTSW1NC ENTRANCE DOOR (LM.I.)3f ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL 33166 TEL (305) 885-5299 FAX (305) 885-5902 8.250 I•- 1.500 7.531 \ � J 312 .062 LEAF W'STRIP ADAPTER 4.000 GI) LEAF HINGE STILE 1.50744-I 5.344 1.750-- 4.000 .094 0 SIDELITE TOP &BOTTOM FRAME 4 1.7I50 J-i 1.507 I 3 .442 2.051 1 + 1 1.750-MI 7A 9" BOTTOM MIL0lsaa .329 a7a 1 s.- .078 t 812-.iI7 o LEAF LOCK STILE 1.507-1 LEAF AUGNMENT BRACKET 750 - eat 0 ° `o e IID cWrik INS SMEET W CHANCE TM SHEET i R o g FRAME COVER -{ I 375 T.--I--g .078 3.719 078 13 } 1.574 GGGlll LEAF 15 CLAMP 3.781 . .125 -1 .050 687 1.197 1�7 :15l -�50 II .154�}� 1.. a 16 SNAP COVER t O LEAF 4.000 ASTRAGAL STILE HINGE BACK-UP PLATE .% c� v ryry o S c o $ $ 8.281 9000 • • •• 1Y0 •�"'' • • • -? �t9. 18 • •• •• :ID:UT: MULLION REINFORCING r 1.500 a.525 1.SOo-'{ -1 III 719 B °c < o o r, 1.625 • 4.188 • • •• • • - • . • • • • • • it•• • 11Nnllliiii7 • • • PPS '7 - 7"' >' • • • • ^^'"--'"-` r i �• 4.000 .078 --1. 2.097 4.000 1 1 -7 1.507II @ drawing no. W12-08 • • • • .078 • • • • • • • • A OF • a 4nq 4.000 • • • • • • • i • ••••140V 1 g 2017 �'-.,s'•• °�'• ;` Ca) DOOR FRAME JAMB � l J SIDEUTE FRAME JAMB 0 SIDELITE 9" BOTTOM FRAME •� \"J SIDEUTE SUP ON JAMB • • • • sheet 8 of 9 ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DOOR FRAME CORNER SIDFI ITF FRAME CORNER J FAF CORNER • ••• • • • • • • SIDFI RF N R 1 ION SLIP ON JAMB CORNER •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code tioA.*.i• • 17-1218.15 • t:a atlo%d6t 3 0/201 • • • • • isriwO ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S c< drawing no. W12-08 sheet 9 of 9 MIAM•DADE ML4MI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidad e.gov/economy • . . .. • .... . • .... • • •• • • ••• •• • This NOA is being issued under the applicable rules and regulations governing ilk ,use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dac e Cot ity •RRR - Product Control Section to be used in Miami Dade County and other areas where able retl:by thi ettittiprity Having Jurisdiction (A.HJ). DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: •• •• .• • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Ctt j Product Control Section (In Miami Dade County) and/or the AI -II (in areas other than Miami Dade Cbunty)'reserriath!e:right to have this product or material tested for quality assurance purposes. If this product •matenal fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the/J. ?nay 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 HorizontalRolling Window.. -- L.M.I.7 APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.iVI.L)" sheets I through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, 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-Sm—all'aissile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series. and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0728.05 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 Sifang Zhao, P.E. -•;, 2. a{1 oqf ✓ib • .• • • • • • • •• • • • NOA No. 1 -1107.23 Cti iralion Date: 114ay 27, 2019 _gipgroval Date: January 11,2018 Page 1 • Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. Horia..Roikng �v`elev • (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision Pdatt:1 10/19/f7. prepared by Al-Farooq Corporation, signed and sealed by Javad A'13r 'ad, P.4. • : • B. TESTS •• • .'• • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pe iF$C';TAS 202-94 ' • 2) Large Missile Impact Test per FBC, TAS 201'94 • ' • . . •• •• •• • 3) Cyclic Wind Pressure Loading per FBC, TAS Z03.'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 horizontal sliding 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 #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 2411 3.2.1, 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, RE. (Submitted under NOA 409-0312.08) 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 XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNO4#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering. & Testing, Lnc., Test Report No. NFTI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) E-1 Van ai4.9 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • •• •• • 2) Uniform Static Air Pressure Test, Loading pdR FBC TAS 20�2- 4 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS'262'94 • • along with marked -up drawings and installation diagram of a XO® ftmintjn• .. • horizontal sliding window, prepared by Hurricane Engineering &,Tatting, Ina, Vest Report No. HETI-08-2228A, dated 01/15/09, signed and sealethbog E•andido F' Fbnt, P.E. (Submitted under l'JO4#V9-0312. a 8•) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201- 94 2) Cyclic Wind Pressure Loading per FBC, TAS•;Q3-24 •• • 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 widerNO4#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. IIETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. TTFTI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA##09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, complying with FBC 6« Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 E-2 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (R•ER) • ;;;; .. .• . •• . • E. MATERIAL CERTIFICATIONS •• • •• • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Araerltl, I;fe. for their • "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated b i 9/1 , e pir, • on 07/08/19.•. . • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameriaa,•4ac. for tlreir• "SentryGlas® (Clear and White) Glass Interlayers" dated 0605t , expiring on 07/04/18. • ; • • . . • . .•• • •• • F. STATEMENTS • • •• •• • • . 1. Statement letter of conformance, complying with FBC 5tn Edition (2014), with FBC 6th Edition (2017), and of no financial interest. dated October 12, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.L", approved on 09/03/15 and expiring on 05/27/19. E-3 Sifang Zhao. P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 • .• • • u 3 1/2" MAX. CORNERS /p Lsai_ WINDOW 4• WIDTH Ash 11 1 ii 1 I I I {I a — 0 N G II JiJL iT 1 1 /1: T ii �i Ii iI �;I I ,} �— — FALSE MUNTINS (SURFACE APPLIED 31 1/4" ro.____________-- 32 3/4" MAY BE USE -- O.L OPG. 35 3/8" •8 3 1/2' MAX. — HEAD/SOU..—• CORNERS O FALSE MUNTINS (SURFACE APPLIED) MAY BE USED L. TYPICAL ELEVAT1ON$ 11THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.I SHUTTERS.ARE,NOT REQUIRED. '0 --1/8' HEAT STREN'D. GLASS 090" Intedayer Trosifol PVB By 'Kuroray Americo, Inc.' —1/8" HEAT STREW!). GLASS SILICONE DOW CORNING 899 GE SCS 2000 to 29 AT 1/4 POINTS ON LITES WIDER 'THAN '36' ONLY TYPE— ‘A.' I/O" HEAT STREN'0. GLASS 090" Interloyor —SentryGlas By 'Kuroroy America, Inc.' -1/8" HEAT STREN'D. CLASS SIUCONE -DOW CORNING 899 GE SCS 2000 i b OWIDER AT 1/4THAN POINTS36' ONLY ON LITES 29 DI -ASS TYPE .13' [—GLAZING OPTIONS 9 70 5 111" WINDOW WIDTH 10 5/8" MAX. HEAD/SILL CORNERS I I1 '1- 32 3/4' D.L. OPG. 38 7/8" VENT WIDTH /' 32 3/4' D.L OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. I/O" HEAT STREN'D. GLASS 5/16" AIR SPACE -1/8" HEAT STREW°. GLASS 090' Interlcyer Trocifol PVB By 'Kuroroy America, Inc.' 1/8' HEAT STREN'D. GLASS CAROINAL XL EDGE SPACER ST. STEEL SIUCONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 2 ANCHORS AT MTG. STILE ENDS TrW. ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH ''' ON SHEET 2 ONLY 8 FL O-GUARD SEEMS - ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN COW -RATINGS. FORTHESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. 0R HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED ANO INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. `•ARC CONDTRONS NOT �NDWt• IM QHIS•DRAWIN T E11�L�D SEPARATELY, • AND TO BE REVIEWED BY B ILDIRG QFFI • .6 „,::::„.:,,:„. lig .-:,, _ � 7o51n. SETTING BLOCKS Al • -i�•m?obi•'/T0L•S°! 9 i• ,Z s • • LAM. GLASS AND INSUL LAM. CLASS • : i.li Ilia,, ,d�tyrlVfq V)F t'�` NOTCH GLAZING BEAD LEG TO CLEAR BLOCK, "ii �^L • • • �..i rai• l'I}C• ., ,- ;V • ry�yj'/Lff�tL� e4�\\� /7Qv mow ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • go %ftv 0 c 0 v A N YI 0 Q N [drawing no. W09 _12, (sheet 1 or-7 DESIGN LOAD CAPACITY - PSF (X0, OX 0R X( SIZES) WINDOW DIMS. A 8/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 k37'1 t26 4 (770.0 "80.0 80.0 90.0 70.0 80.0 53-1/8" (3) 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 c37"i 38-3/8" I 4 ,, , 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" -(4).- 6 70.0 80.0 80.0 90.0 70.0 80.0 7471 8 . 70.0 80.02 80.0 90.0 70.0 80.0 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 63 4 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90,0 70.0 80.0 74" B 70.0 70.0 80.0 80.4 4 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 38" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �3) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 6 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80,0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �4) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" 48" 6 70.0 80.0 80.0 90.0 70.0 80.0 80' (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �6) 6 70.0 70.0 80.0 90.0 70.0 80.0 60' 6 70.0 70.0 80.0 90.0 70.0 80.0 72" 8 70.0 70.0 80.0 87.8 * 70.0 80.0 A A. N0. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS 4 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS OR OW; DESIGN LOAD CAPACITY - PSF (X0X SIZES) WINDOW DIMS. A W/0 REINF. WITH HEINF. GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80,0 108-1/4" 26" (3) 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 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4" (4) 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 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4" (5) 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 108-1/4" (6) 12' 70.0 70.0 80.0 82.64 70.0 80.0 111" 12 70.0 70.0 80.0 80.4 4 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.D 70.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 9B" (6) 12 70.0 70.0 80.0 90.04 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 4 70.0 80.0 A - N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3w) (1/3w) (1/3W) 4 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'x0x' DESIGN LOAD CAPACITY - PSF (X0X SIZES) WINDOW DIMS. A W/0 HEINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) NIT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80,0 106-1/4" 26" (3) 12 70.0 B0.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80,0 108-1/4" (4) 111" 12 - - 80.0 90.0 70.0 80.0 74 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) 74' 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 (8) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 98" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" fig) 9 70.0 70.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A - N0. OF ANCHORS PER HEAD & SILL ( ) - N0. OF ANCHORS PER JAMB 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'X0X' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • •QEC`AR4TORY• STAIEMINT 901A05-DEC-219 • • •• • • • • • • . \\\,111111I,,,/' • •• • • • • ••• .4.,,pp•afd,� • 7 'O •• ••• •• • �" • • • • • • • • • • 14.0 ills _•�l! .. • • • • ti 01%j •• 8 (n 1- N Eno oO'" pro • Z • u. 00 SE W tom 0 oc 8 J drawing no. W09-12 (sheet 2 of 7D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY W000 BUCK TYPICAL ANCHORS -SEE ELEV. FOR SPACING • EDG6. 0157. .. 19 • A \_ I I3 8 I TYPICAL. ANCHORS SEE ELEV. -.� \I� FOR SPACING EDGE DIST. 1 N 3 0, METAL STRUCTURE TYP CAL ANCHORS -SEE ELEV. FOR SPACING MIAA11-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 41 1 \ _ TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 - 3/8" X 2-1/4" WEEPHOLES AT EACH ENO AND 37" 0.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. N }• \c� �- WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. L ► • • • • • • • • C-19•HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. �' `111111tT1YtY .70592 'ay TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • IBY WOOD BUCK EDGE DIST. 9 • • • • • •• • • • •• • • • •• TY_EICAL• ANCHORS: SEE ELEV.- FOR' SPACING 11/4" DIA. ULTRACON BY 'ELCO' (Fa-177 KSI, Py-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) f THRU 1BY BUCKS INTO CONC. OR BLOCKS \1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. Pi:Of',O T REVISED .t..,.,,.,.xYm: "ill: Cr.:Florin 1':viidi nti (.1',,,h; ° TYPtCm. ANCIIO.3 • • • • • • : ,::•,:I;I,:e:,c:: -1 01.7•� \-SEF•ELL;tI. • • • • • • • t,• ^ir:Uo1, Jt^ I�� J-' FOI�SP,�INC • • • • • • • .nil>:1.�:c9q • • • •• • -S,f�,-' • • • S . • . . . . ttie nl F1.:. vr1di ;,:,i • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • a 5 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM 1TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS READ. - SEE SHEET 2 FOR CAPACITY WINDOW WIDTH VENT WIDTH _ D.L. OPG_� — --SCREEN OPT XO LAYOUT 0.L OPC. EXTERIOR WINDOW WIDTH MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH XOX LAYOUT _TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS 1BY W00D BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1%4" VENT WIDTH D.L OPG. —SCREEN OP" STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY • 1/4" MAX. SHIMS •• • • • • • • • • •• • • • • • • •• • • • •• • • • •• 'r~ SCREEN OPT. WINDOW WIDTH • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING a Pfi(:i'U T • rr!d:n �'spi.e4�c Gzic ,OS.JA1f�Z0fc • • irr -f_4.. •a ao • • • • • • •• • 1111 11 f111 .,��i ENS No 70552 It eATE OF (MALI !(111111111 g 1 0 S a. Uo hg4 0.ii 0g. °°eta frgpo,, iazde `moo 5( drawing noT WO9-12 sheet 4 of 7 U TYPICAL ANCHORS "-SEE ELEV. /, FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. METAL _ STRUCTURE EDGE DIST;_� 6 TYPICAL ANCI TORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLON do MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. I/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING n 0 a •• • • • • • • • • • • • •• • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • CoJ ALT. •• INSTALLATION DETAILS WLT ice• Fj,I 4-1 r$I {Ff 41 AI 'E • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • P;1 ;CT• ,ai aq rc;r:y; ir.;l'.� ilh I!s• l+lnr.'d: • E:R;:i,o.::! Ic 051-7, j 1CLq • • • t.fi;ans qm!_ P;oa:- Ccntrpl • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • No. 032 tit TE OF NAL LTunit,��i CCo oj aot 81:5 agar'0 011.og0.3tg e. Qw�lV G U � -J J 8 y b rnu to tn o 0N) o Z$� csi Z y"rJ• W s ` s s 4 5 drawing no.1 W09-12J (shee.L 5_0 1 0 FRAME HEAD FRAME SILL -1.067 .715 r I �'--" 1.434 .813 S 062- d \J VENT TOP/BOTTOM RAIL U JAMB STILE 0 MEETING RAIL .340 . -1.314 _•1 rr d-.250 JLULtJ�fL,. .3 .062T j �L2 SILL TRACK .500 2.750 .674 I•- -1.687 —•z 0 MOV. FRAME JAMB 2.812 U FIXED MTG. RAIL •— 1.688 --1 O FIXED FRAME JAMB 3/16" STEEL REINFORCING .519 1 .719 130 uqa B03 ,045- 1. 7.047 (^^ -^i L047 GLAZING BEADS C:7 26 FLUSH FRAME ADAPTER ITEM PART N QUANTITY DESCRIPTION MATERIAL MANP./SUPPLTRR/REMARKS 1 FY201 FY202 1 1 FRAME HEAD 6063-T6 - FRAME SILL 6063-78 - FY203 1 SILL TRACK INSERT 6063-78 - FY205 AS REQD. MOV. FRAME JAMB 8063-76 - _FY101 AS READ. FIXED FRAME JAMB 6063-78 - 7 8 _ FY104 FY105 FY206 FY107 1/ VENT 1/ VENT 1/ VENT FIXED MM. RAJL 6063-T6 - VENT INTERLOCK _ JAMB STILE 6063-78 6063-76 _ - .._ +-'.._____.____. 2/ VENT TOP AND BOTTOM RAIL 6063-76 - 10 FYI D8 AS REQD. GLAZING BEAD (LAM. GLASS) 60(13-76 - 10A FY110 A5 REQD. GLAZING BEAD (INSUL LAM. GLASS) 5083-76 - 11 12 - - AS REQD. REINFORCING BAR STEEL - AS ROM. REINFORCING DAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-76 USE AS REGD. 14 P4208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - CRS _.___ P.H. SIAS - 17 OB X 1" AS RECD. FRAME/VENT ASSEMBLY SCREWS 18 O O8 X 3 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 20 21 22 03007190 E207 E203 AS REQD, BULB SEAL Q-LON SCHLEGEL AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65f5 AS RECD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, OUROMETER 65±5 23 FLB-50 AS RE00. CLASS SPACER SILICONE FRANK L01YE 24 SL203P 2/ VENT I SWEEP LATCH LATCH INST. SCREW WWEEP VALVE - ST. STEEL - SULLNAN & ASSOC, OH SMS 25 #8 X 1/8" 2/ LATCH 2/ WOW. 26 WA2L PREFERRED ENG. PRODUCTS 27 - ` 1/ VENT 15/18' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-76 OPTIONAL 29 -. 2/ UTE SETTING BLOCK EPOM DURORIETER 801-.5 SHORE A •• • • • • • • •• • • • • • •• • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • PIt( i)?1CT REVISE") • •'' rn;.lyiaLt wiiii., Yh. V1ori I • • • 8n11,8o,; (•an,. • •Ack,:i.,re Nrt • • •ii,Tiinden 1),,Ee)1-..)i1.i).•.Z.3 • • • ..nf.�J.1)201y tR 5; • • • Rn A t;...+ IJ.:S:: Pr,, jjiF.L4`. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 0 drowin9 no. W09-12 sheet 6.,of 7 FRAME TOP CQI NER VENT TOP/BOTTOM CORNERS FRAME BOTTOM SORNER FIXED MTG. RAIL CORNER •• • • • • • • • • • • • • •• •^• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • •• • • • •• • r, •• • • • • • • • • • • • • 1':ilGt;Cf' i:FYi313'r • 't: cxoply4q,, with the Florida • • A opttcma No 11_U O2..2 , . . Jiwlruitto Dato.06,1.nL1419 • • • A;i:p:i DAL:. Prnr,+a re;;;aa.rl • • • a • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • b: UcBlvss••-,;D / 92 V z ° a gh �1 o gNp g h ° otEi zi2Z2Ir W�Hsd _a Si _et � w w 3 yM F 33 oNE- 8§tii dW09_rowing-12J no. sheel_7 of 0 N I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docuunentation 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). MIA14II—D.ADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.goWeconomy This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Pro • +i Contra]. • Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami —Dada Cc*ir v_) reserve the right • • to have this product or material tested for quality assurance purposes. If this produ u r mat4rigl 'ails to perform in the accepted manner, the manufacturer will incur the expense of such atg$12 and the AI -II may' immediately revoke, modify, or suspend the use of such product or material within.tlneir urisdleiiotie REIN reserves the right to revoke this acceptance, if it is determined by Miami—Dade'Cooxfy Product Control Section that this product or material fails to meet the requirements of the applicable iottldtg cods' .'. This product is approved as described herein, and has been designed to comply vrithethe Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION.'Series "Eco-Guard 100" Aluminum Single Flung Window — Li1�I.I.� . • .• . • • APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Series104 Aum. S$.•Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by AI-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 LMPACT RATE 1G: Large and Sma11.Miss le Impaci Resistantt 7 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.12 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 Sifang Zhao, P.E. MIAMI-DADE COUNTY Z144/1/61 . — _NOA No_17_1011.23 Expiration Date:. April 08, 2019J7 Approval Date: December 21, 2017 Page 1 . B. TESTS Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224 07 and previous NOA No.14-0317.02) 2. Drawing No. W09-08, titled "Eco-Guard Series-100 Alurn. 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, siped and sealed by Javad Alunad, P.E • • • • . ••. • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loadingpe;BC,1RA4? J2-94 • 4. 2) Large Missile Impact Test per FBC, TAS ?0.1.9!I • 3) Cyclic Wind Pressure Loading per FBC, "FAX/03-94: • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, arid X.44S 202.94 • • • along with marked -up drawings and installation diagram of anralninun• gargle hung window, prepared by Fenestration Testing Laboratory, Inc.,1es'i port No • • FTL-7635, dated 12/09/ 14, signed and sealed by Marlin D. grinson, 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/f'' wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. NFTI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 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 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. IIETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1) Air Infiltration Test. per FBC, TAS 202-94 2) Unifomr. 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 53 1/4" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08 2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) • E-1 � r Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 0S, 2019 Approval Date: December 21, 2017 • Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76-I/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 NOA No. 09-0224.07) .... C. CALCULATIONS • • D. .... 1. Anchor verification calculations and structural analysis, cp p4-ing ve tJr PC 5th Edition (2014), dated 03/27/15 and 06/23/15, prepared by. A)r,F.arooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 • •... •. . • • • .• • • • • . . .. .. . QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resolves (; .ER). E. MATERIAL CERTIFICATIONS •• • •. • • • • 1. •• • •• • Notice of Acceptance No. 14-0916.10 issued to Kuraray America, ipe.for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5 h 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. Brinson. P.E. (Subinitted under previous NOA No. 14-0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. HJ+'TI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font. P.E. (Submitted wider NOA No. 09-0224.07) 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. E - 2 ,4 ciao Sifanw Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S_H. Wdw. sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. None. C. CALCULATIONS 1. None • • • • •••• • • • • •• • • • • • • • •• •• • • • • •••• •• • • • D. QUALITY ASSURANCE • • • 1. Miami -Dade Department of Regulatory and Economic ResouttOS t22ER). • •. • • •• •• •• • E. MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray•America, Ifte •1'or t4i3• "Trosifol® Illtraclear, Clear and Color PVB Interlayereeltitet:01/ 12f4Ttvpiri12 on 07/08/19. • • • F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5' Edition (2014), with FBC dth Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 07/02/15 and expiring on 04/08/19. E-3 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 • (0 rECO=GUARD SERIES2100 —7 'ALUMINUM • SINGLE HUNG- WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE DY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MAW-DADE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE_ (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUEO PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICWL. j51 (J 6" MAX. • HEAD CORNERS n FALSE NUNTINS <SURFACE APPLIED) -- OPTIONAL 53 1/8" WINDOW WIDTH 47 3/8" D.L.O. (FIX. LITE) 12" MAX. HEAD I N0 ANCHORS AT SILL 47 3/8" D.L.O. (VENT) 50 3/16" VENT WIDTH EQUAL LITES SWEEP LATCHES AT 12-1/2" FROM ENDS TYP, 6" MAX. HEAD CORNERS FALSE MUNTINS <SURFACE APPLIED) - OPTIONAL SPRING LOADED LATCHES AT 7" FROM ENOS -OPTIONAL TO SWEEP LATCHES TP. PIAIQTESTED UNITS--- • • • • • • • • • • • • • • • • •• • • 53 1/8" WINDOW WIDTH 47 3/8" D.L.O. (FIX. UTE) A B 3 II 1. 12" MAX. HEAD I I 11 I I N0 ANCHORS AT SILL 47 3/8" .. D.L.O. (VENT) 50 3/16" VENT WIDTH UNEQUAL LITES (ORIEL TYPE) . • •.• • •.• a _•.•_... f THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. I SHUTTERS ARE. NOT- REQUIRED_ ^_ _y_ , ;,-,I;;;(_y ;,r 11 p • • • • • • • • • • ..t; ii,IInr.;C,t • • • II.• • • • • • • ' l' ' ,'r• I Q;,%O//,Z3 • • • • • • • • • "•,anion n„r-...04/o8(2019 • • • • • •• • •• Mi.". Dad.. 1-otItt l t:r.:nrt i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • 1, 11'iiiill\ �". 70592 .:iEOF fft OR10A,. ri)S / fN+AI• y 0 a 3 a 15 a 13 2 14 C 5 ` a a 4 5 r drawing no. W09-08 (sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSI' CLASS TYPES FLANGE DIMS. 'A'. '13' & 'C' WIDTH HEIGHT EXT.(+) ENT.(-) 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32' 26" 75.0 - _ 90,0 ___ 37' (3) 75.0 90.0 40' 75.0 90.0 48" _ 75.0 90.0 53-1/8" _ 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0_ 90.0 26-1/2" _75.0.90.0 32' 38-3/8" _ 75.0 __ 90.0 37" (4) _ 75.0 - 90.0 40" 75.0 _ _00.0_ __ 48" _ 75.0 90,0 53-1/8" 75.0 90.0 19-1/8" 75.0 00.0 24" _ _ 75.0 ` 90.0- 26-1/2' ,ram 75.0._. 90.0 32' 50-5/8". _ 75.0 90.0 37" "(5) 75.0 90.0 40' 75.0 8� _ " 75.0- ^90.0 '90,0_ 7 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24" 75.0 90.0 26-1/2" r 75.0 _ 90.0 32" 63" 75.0 90.0 37" (6) 75.0_ 90.0 40' _ 75.0 - - - 90.0 48" _ 75.0 90.0 53-1/8" 75.0 90,0 19-1/8' 75.0 _ 90.0 24" 75.0 90.0 26-1/2' 75.0 32" 76" _ 75.0 _90.0 90.0 37" (7) 75.0 90.0 . 40" 75.0 90,0 48' 75.0 90.0 r 53-1/8' 75.0 90.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Et300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 0 x WIDTH f EQUAL UTES'7 -1/8" HEAT STREN'D. CLASS .090" Interloyer -Trosl(ol PVB By 'kurarcy Americo, Inc.' -1/8" HEAT STREN'D, CLASS SILICONE DOW 899 AT 1/4 POINTS ON LITES W DER THAN 36" ONLY CIpSS TYPE 'A' UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPES 'B' & 'C' WIDTH 19-1/8" 24' 26-1/2" 32' 37' 40' 48' 53-1/8" HEIGHT 50-5/8" (5) 19-1/8' 24' 26-1/2" 32" 63" 37' (6) 40' 48" 53-1/8" 19-1/8" 24" 28-1/2" 32' 37" 40' 48' 53-I/8' 78" (7) EXT.(+) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1NT.(-) 90.0 90.0 90.0 90.0 90.0 EXT.(+) INT.(-) 75.0 90.0 75.0 90.0 75.0 90.0 75,0 90.0 90.0 90.0 80.0 90.0 90.0 75.0 75.0 75.0 75.0 75.0 75,0 90.0 90,0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90,0 75.0 75,0 75_0 75.0 90.0 90.0 90.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 75.0 75,0 75.0 75.0 75.0 90,0 90.0 90.0 00.0 90.0 90.0 75.0 75.0 75.0 90.0 90.0 90.0 75.0 90.0 --3/16" HEAT STREN'0. CLASS .090" Interloyer Trosifol PVB By 'kurarcy America, Inc.' -3/16" HEAT STREN'D. GLASS SILICONE DOW 899 •• • • • • • • • • • •• • • • • •• • • • •• . NO. IN PARENTHESIS INDICATE NO. OF ANCHORS WIDTH UNEQUAL LITES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 13 W ATDER 1/4THAN POINTS36" ONONLY LEES • GLASS Trmr_'1t_ •• • • • • • • • • CGhAZING OPTIONS • 4,• • 1/8" HEAT STREN'D. GLASS 5/18" AIR SPACE -1/8" HEAT STREN'D. CLASS 090" Intcrloyer Trostfol PVB By 'kuraroy Americo, Inc.' r 1/8" HEAT STREN'D. GLASS SILICONE COW 899 AT 1/4 POINTS Yitr.'L'iJt'T • •- • ALL SIZES • • •ELASS•rYYF*' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SETTING BLOCKS AT LAM. CUSS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS t'r. Gp `n;a, i; G:;9Cr :i;; FloriEs ado .Si{u 4.e.12 �wiarm Ik:d. Io;:inct Cc:;v;l 11111174..., �P;••�1yENSF'•. 92 a 0 Qd SH o lV D. ZOE OtiNM 0 22 M • g to 0 0. O 04bE ttH 2 G N ▪ 1d6 .1468/17 aavEo 0 W - >- Ind`° s a i3 O m N1 1 Z ' LT' g � s W ao COMP-ANL\WO9- 9i4 k drowing no. W09 -08 Cs-hoet 2 ofQ_) TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO DOTTOLI LATCH 0 ti Ixl1 TYPICAL ANCHORS SEE ELEV. FOR SPACING _METAL STRUCTURE MMJAI-OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EOGE DISL,J 1 r.1 • I' I TYPICAL ANCHORS j TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING N (WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. !MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM LAND TRANSFER THEM TO THE BUILDING STRUCTURE. CTYPICAI, • ANCHORS: 'SEE'ELEV.—FOR. SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KS, Fy=155 u51) rINT0i2BY WOOD BUCKS OR WOOD STRUCTURES •1-1/2PMIN.•PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN:. EMBED INTO BLOCKS (JAMBS) DIRECTLY- INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN, EMBED INTO BLOCKS (JAMBS) 1114 SMS OR SFI F DRII I ING SCRFWC (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) TYPICAL FDGF DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. • • • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C-90 • • • :IOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 P51 MIN. • • • • •• ``�`Ylul^IIt7j7� •• ••• •• • • • •• \ NNE !?+11A�,,�1 _?/, • ••• • ••• N r70502 • • • • • • • . k? �Y= • • • • • • • • • 17•Io11.13 Lt'. Lp w SNAIiIET: • • • • • • • • =041::11t _ c1 • • • • • • • • • (? TATE OP ALL JOINTS AND* FRAME CONNECTIONS SEALED MRTH • 'x_S+.a^j.?+ico i '• oRtOk:„" JOINT SEALER. ��iAAj L�NAd. ��%� ��fITIIItY�ti ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 9 N 8 6 a 0 c • 2)o v 8 p a � k drawing no. W09-08 (sheet 3 OFT) MIAMI-DADE COUNTY APPROVED MULLION - SEE SEPARATE NDA �a- _ TYPICAL ANCHORS SEE ELEV. FOR SPACING 13 CT TYPICAL. ANCHORS SEE ELEV. FOR SPACING wrNDow WIDTH WINDOW WIDTH VENT WIDTH SCREEN OPTIONAL EXTERIOR D.L. OPG. ITEM PART 6 R£QD. DESCRIPTION FY101 FRAME HEAD MATERIAL MANF./SUPPLIER/REMARILS 2 FY115 1 FRAME SILL 6063-T6 - 6063-T6 - 5 FY103 2 FY104 1 FY105 FY114 FY107 1 FRAME JAMB FIXED MTG. RAIL VENT TOP RAIL VENT BOTTOM RAIL VENT SIDE RAIL FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) FY109 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) FY110 AS RQD. GLAZING BEAD (INSUL. LAM. GLASS) FY116 6063-T6 6063-T6 6083-T6 6063-T6 6063-16 6083-T6 6063-T6 - 6063-T6 - 2/VENT SASH STOP 11 _ FY113 2/VENT_ SPRING_ LOADED LATCH, Al' 7" FROM ENDS 11A_ _ ^ -- 1/ LATCH LATCH SPRING _ 12 SL_203P_ 2/VENT SWEEP LATCH, AT 12-1/2" FROM ENDS 12A /8 X 5/8"V 2/ LATCH LATCH INST. SCREWS 13 - AS READ. SETTING BLOCK 74 #8 X 1" AS READ. FRAME & VENT ASSEMBLY SCREWS 14A 18 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS 15 E207 AS READ. BOTTOM RAIL SEAL - SERIES 101 16 E203 AS RE00. GLAZING BEAD BULB 16 W23181 19 FY117 ._ 19A 66 X 3/8" 20 20A 21 AS REGO. FIN SEAL W'STRIPPING 4/ VENT SASH GUIDE 1/ GUIDE SASH GUIDE INST. SCREW 6063-T5 6063-T6 - `- ST. STEEL . _-_—____-.._..._.__.__ ZAMAX SULLIVAN & ASSOC. ST. STEEL FH SMS EPOM DUROMETER 80t5 SHORE A CRS PH SMS CRS PH SMS NEOPRENE ULTRAFAB SANTOPRENE ULTRAFAB ULTRAFAB CELCON M&M PLASTICS CRS 0H SMS TYPE 8 F210 2/VENT SASH BALANCE - ... f8 X 5/6" I/ BALANCE BALANCE INST. SCREW - -y AS READ. GLASS SPACER SILICONE 22 - v 1 5/16" BOX SCREEN - 23 FY120 - FLUSH FRAME ADAPTER 6063-76 24 - I- INSUL. GLASS EDGE SPACER ST. STEEL •• • • • • 1/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS --SEE ELEV. FOR SPACING '-_6"-•_.-sue•_..__ V2" ON • t^ M41OwN Y•• ••• ••� •• • • • • • • •• • • • • •• • • • • • • • • • ••• • • • • • • • •• 17U4l1.ICI' 111IVID5I) n: c� n�9vir..ri9t Lro Markin • • • • • • • • • • • • • • 4'�D r%'n .41. nUnl • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1•8 1/4" MAX. SHIM t' SUPERB005T BY BSI P EH SMS FRANK LOWE OPTIONAL -- OPTIONAL --_..._��u CARDINAL XL METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING '.�av //BTArsco • d 0 Cm a ri•1 0 . 9. 0 A S ax Ti 0 drawing no. W09-08 (sheet 4 of 6 _ _EDGE DIST. C;) ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE g MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 .1 1/2" • 4gt1C, 1•1,._ . MASONRY •4 •• ••• • • • • • • • • • • • • •• ••• •• • • • •• INSTALLATION DETAILS S WITHJLUSH FRAME ADAPTER • ••• • .•• • • • • • • • • • • • • • • • • • • • •• • • •• •• • •• • • • • • • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • ALT. •.,r �.. w::flvrlas • 'il 3 • �. 'f Io11.15 11E1 S'.{�9�. Zit4R. • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Z 0 0 C }T L R 3 D y�001 `��! 18 �r 3 •';,GE 3Lc•• p .s\ 1 r s crj EOP6!!: �.�C.R101;.•...... y. \TI11111I11 (drawing no. W09-08 (sheet 5 of 6 I 08�j2 1.688 P" 50 . 8�3 1� 2.812. 0 FRAME HEAD .062 1.375 L '-1.202 2.188 1001 i M-1.422 - C4> FIX. MEETING RAIL h-1.261-1 2.750 FRAME JAMB 1.140 1.340- 1.250 .062 2.083 --1.140 •-•I Q VENT TOP RAIL r.519 .394•"j F ...y 1 '.130 I� 0 -••1 1.047 QDA-! 1.0 (ice) -14 1.047 _ GLAZING BEADS - 1 434-- 1,067 062 1.140 1 .621 •- VENT SIDE RAIL I•�- 2.027 --.- r 1.929Lnu] -.062 I 2.773 1.750 L^ 1.140- VENT BOTTOM RAIL .- t.247 1.254 078 _ 1.445 J___1 963-d It SPRING LOADED LATCH 2.974 .062 3.002 .874 .500 �'---- 2.750 (2) FRAME SILL 23 FLUSH FRAME ADAPTER �f�� ..• • • • • I •• • • . �� •, • • • ir • ••• •• a•• •• • • AY•• FRAME CORNERS DETAIL 1 • • • • • ••• •--n11+14+ Iv:iit Lr1':1'1:1i. • • • • • • • C:•..ii.•:'"• • • • • • • • ArcgAt, le, 1.7: J_gi13 f. • • • • • • •>rir:r•��=.•I, ua.)v@.!s¢1R • • • • • • • • • • • • •• • ••A_ltng.aiw. i,117,mi L.:•i i-rud,ret bsn;mt • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • VENT CORNER DETAIL ',ap so . •!�h'rp�q' . 7PS92 OATS OF •((qW� 07• F<0R101';./c7, D 2 Ly Ny m •55 od an m n pr lam c F( O � it d a Ing no. drW09 -08, &Meet 6 of 61 .045 -.+- .803