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WS-18-1668Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 680 GRAND CONCOURSE Miami Shores, FL Owner Information GABRIELLA LOCATELLI Address Permit NO. - 9►-'�-$-'� iE? j Permit Type: Windows/Shutters mrick Classification:: Window/Door Replacer Permit Status: APPROVED Issue Date: 7/10/2018 Expiration: 01/06/2019 Parcel Number 1132060171940 Block: Lot: 680 GRAND CONCOURSE MIAMI SHORES FL 33138-2474 Contractor(s) DANEWAY CONSTRUCTION CO Phone Cell Phone (954)665-9660 Phone Type of Work: REPLACE WINDOWS 11 & 2 DOORS WITH I No of Openings: 13 Additional Info: REPLACE WINDOWS 11 & 2 DOORS WITH I Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.20 $3.45 $2.30 $2.40 $230.00 $9.00 $9.60 $263.95 Pay Date Pay Type Invoice # WS-6-18-67966 07/10/2018 Check #: 4584 06/18/2018 Check #: 4547 Amt Paid Amt Due $ 213.95 $ 50.00 $ 50.00 $ 0.00 Applicant EDUARDO LOCATELLI Cell 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 ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con ction and zoni . Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent July 10, 2018 Date Building Department Copy July 10, 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-306662 Scheduled Inspection Date: August 21, 2018 Inspector: Naranjo, Ismael Owner: LOCATELLI, GABRIELLA Job Address: 680 GRAND CONCOURSE Miami Shores, FL Project: <NONE> Contractor. DANEWAY CONSTRUCTION CO Permit Number: WS-6-18-1668 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060171940 Phone: (954)665-9660 Building Department Comments REPLACE WINDOWS 11 & 2 DOORS WITH IMPACT Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Infractio Passed Comments INSPECTOR COMMENTS Inspector Comments False August 20, 2018 For Inspections please call: (305)762-4949 Page 11 of 36 )(ioVz, \s) BUILDING PERMIT APPLICATION [BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: City: Miami Shores 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 C BY: FBC 2011 I Master Permit No. UV S 1? - \ l b Sub Permit No. VED 18 ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS (4- )r-exOt �Qel. C_pur�� County: Miami Dade Zip: Folio/Parcel#: 1 k 3 RD 6 — Q 52 — 6 1 rbls the Building Historically Designated: Yes NO iL Occupancy Type: Load: Construction�Type:nFlood Zone: BFE: FFE: —7 OWNER: Name (Fee Simple Titleholder): -f'(6('C-E—lit Co-� Phone#: 7� R6 —S / 7 ) Address:�C 30 r 1 I^:_ ...e 1.t--F-<-- City: I Y ' ( �� ( c�-t Q & S State: 1 �-- (Tenant/Lessee Name: /� ,� n n Phone#: Email: ' P E / ' �I2- I v E • 0.—O CONTRACTOR: Company Name: an P1'W Gl.y CO►' c5Art-C4-Tol'\ Phone#: S S Y 6 - 59 6a ll Mrc&— State: Qualifier Name: CA. a-U,S cu. e- Address: 329_5 �SE City: 126 h. y& r o ic(k.ch Phone#: Zip: 73 13 8' Zip:33562 State Certification or Registration #: C \ 25 0 Y9 / Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ //G{ dt)/ d v Squaie/Linear Footage of Work: Type of Work: ❑ Addition is,Alteration ❑ New Description of Work: I1_9p (4 �_ V_,,) J WANA-A0w5 ❑ Repair/Replace ❑ Demolitionm I,4-' YYl ( (�tQj WS % aces Specify color of color thru tile: Submittal Fee $ �A �<.1 Permit Fee $ 236" a Scanning Fee $ Radon Fee $ 2 • 30 Technology Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR$ 42i 3•Y5 Notary$ Training/Education Fee $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE$ 2(2 • c .r Bonding Company's Name (if applicable] Banding Cistatpany'% Acitiata% City State Zip Mortgap,e Lender's Name lif applicable) Mortgage tender's AOdres's • City Stare zp Application hereby math, to obtain a porallt to do the, work and installations as indicated. I certify that no work ur intatallation tans commenced prior to the issuance of a ;bornand that it It work will be pd-rfoarned to aatet tbe standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be 5 CTV rtIll for ill -URIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC._ OWNER'S AFFIDAVIT: certify that all the foregoing information is accurate and that all work will be done In compliance with all applicable bores regulating edititruCtiail and toning. "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." Nobsrc to April/coot: As o monition to the issuance of a building permit svirirt on estimated vs Cue exceeding S2600. the applicant !mist promise in good faith [her a copy of the notice of cornmencernent and ccsestrocrion tiro low rwor.hore wig be delivered to the Person whose. property subject ro atzochintelL Also, a certified copy of the reconled notice cif commencement rno5I bc ramrerf or the lob's:re the first inspection Wilk', ()Mai ceiren (7} dor ofeet rhe buildin9 permit .15 issued. in the absence of sucti posted notice, the inspection will not be approved and a reinsp n fee wit! bc cborgird Signature Signattara, C2Jk....Q.A-ci) riltR or AGENT CONTRACTOR The i 'ongoing instro men as acknowledged before me this ) LI day of 1/4) UYJ . 20 La, by I 3/41day ot U AA , zo 1 8 ,by EdOaret0 (61-d Li , who it,..pernaltv known to CA 6.-.5.)‘,5 L-Ck_ C-- , vitt° is persopailly known to Qv t i CAA& fas The foregoing instromeritwaacknowiedgerl bchn Mtt Ihi me Of who has produced identificarion, and who did takn art odth NOTARY Pu&IJC: nt GWENN H. SHAPIR Notary Public - State of Florida iT • zji My Comm. Expires Sep 30, 2018 tsPoss‘ Commission # FF 129315 APPROvID BY Pii•MnisKI ZIP POI • . ) as me or who has produc iden tificaf NOT P Eduardo R Locatelli, MD, MPH Print: Seal, YANADY PR 0 MY COMMISSION # FF 214031 0,- EXPIRES: March 25, 2019 Ilf"tteektrittlitraWM11)4VrtIttNgir Plans txaryttner Structural Review 7itning, clerk Property Search Application - Miami -Dade County F � Page 1 of 1 Summary Report Property Information Folio: 11-3206-017-1940 Property Address: 680 GRAND CONC Miami Shores, FL 33138-2474 Owner EDUARDO R LOCATELLI GABRIELLA CORA Mailing Address 680 GRAND CONCOURSE MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 / 3 / 0 Floors 1 Living Units 1 Actual Area 5,002 Sq.Ft Living Area 4,136 Sq.Ft Adjusted Area 4,621 Sq.Ft Lot Size 14,261 Sq.Ft Year Built 1982 Assessment Information Year 2018 2017 2016 Land Value $501,905 $501,905 $456,277 Building Value $361,824 $364,505 $367,185 XF Value $28,725 $28,968 $29,211 Market Value $892,454 $895,378 $852,673 Assessed Value $593,309 $581,106 $569,154 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $299,145 $314,272 $283,519 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOTS 1 & 2 BLK 102 LOT SIZE 109.70 X 130.00 OR 18969-0271 02 2000 1 Generated On : 6/15/2018 Taxable Value Information 20181 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $543,309 $531,106 $519,154 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value i $568,309 $556,106 $544,154 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $543,309 $531,106 $519,154 Regional Exemption Value $50,000 $50,0001 $50,000 Taxable Value $543,309 $531,106', $519,154 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 01/05/2016 $100 29921-3157 Corrective, tax or QCD; min consideration 02/01/2000 $500,000 18969-0271 Sales which are qualified 11/01/1985 $320,000 12703-2692 Sales which are qualified 11/01/1984 $320,000 12330-0260 Sales which are qualified 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/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 6/15/2018 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION " CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 LAUE, CLAUS DANEWAY CONSTRUCTION CO. 3225 SE 11 STREET POMPANO BEACH FL 33062 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions ancfi the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CBC1258899 ISSUED: 07/28/2016 CERTIFIED BUILDING; CONTRACTOR LAUE, CLAUS DANEWAY CONSTRUCTION CO: IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31: 2018 L1607280001364 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CBC1258899 The BUILDING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 ,.a LAUE, CLAUS DANEWAY CONSTRUCTION:CO. 3225 SE 11 STREET POMPANO BEACH 4-•' FL 33062 ISSUED: 07/28/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607280001364 AC R*0 CERTIFICATE OF LIABILITY INSURANCE `...---- DATE(MMIDDIYYYY) 6/12/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER SUNZ Insurance Solutions, LLC ID: (Convergence) C/O Convergence Employee Leasing, Inc. 3951 Baymeadows Road Jacksonville, FL 32217 CONTACT NAME: PHONE FAX ( �, No, ); 904-731-9014 (A/C, No): 904-731-0059 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: SUNZ Insurance Company 34762 INSURED Convergence Employee Leasing, Inc. 3951 Baymeadows Road Jacksonville FL 32217 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRCY TYPE OF INSURANCE ,INSD DDL SWVD POLICY NUMBER EFF (UBR MWDD//YYYY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DRMAGE TO PREMISESRENTED (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES JE T PER: PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE _ — LABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRELLALIAB EXCESS LIAB OCCUR CLAJMS-MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBEREXCLUDED? ❑ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WCOO6-00001-017 12/25/2017 9/30/2018 ,/PER STATUTE OT E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Coverage provided for all leased employees but not subcontractors of: Daneway Construction Client Effective: 1/1/2018 ",- CANCELLATION 3301 Miami Shores Building Department 10050 N.E. 2nd Ave Miami Shores FL 33138�'+'']j/® I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE/�� r'IJJK/'Ji.. ' �. Glen J Distefano ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 42473453 I Convergence PEO 006 MASTER CERT I Cinnamon Batista 16/12/2018 8:00:25 AM (EDT) I Page 1 of 1 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2017 THROUGH SEPTEMBER 30, 2018 DBA: Business Name: DANEWAY CONSTRUCTION CO Owner Name: CLAUS LAUE Business Location: 3530 SW 180 WAY MIRAMAR Business Phone: 954-665-9660 Rooms Seats Employees 1 Receipt #:GENERA? CONTRACTOR Business Type: (CONSTRUCTION) Business Opened:04/01/2012 State/County/Cert/Reg:CBC 12 5 8 8 9 9 Exemption Code: Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: DANEWAY CONSTRUCTION CO 3530 SW 180 WAY MIRAMAR, FL 33029 This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 2017 - 2018 Receipt #05A-16-00009848 Paid 08/25/2017 27.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2017 THROUGH SEPTEMBER 30, 2018 DBA: DANEWAY CONSTRUCTION CO Business Name: Owner Name: CLAUS LAUE Business Location: 3530 Sw 180 WAY MIRAMAR Business Phone: 954-665-9660 Rooms Seats Employees 1 Receipt #: 180-247929 Business Type: GENERAL CONTRACTOR (CONSTRUCTION) Business Opened:04/01/2012 State/County/Cert/Reg: CBC 12 5 8 8 9 9 Exemption Code: Machines Professionals Signature Number of Machines: For Vending Business Only Vending Tvae• Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 Receipt #05A-16-00009848 Paid 08/25/2017 27.00 .vo��G�� O -(10200 C"Xsi��,xi ,9 :' 2 -1/ �X 3� ,,Sr,/ =f-reack q_ooY- 30/X -q. " L-t42 jJS —\8 &c: Ctou�c�rse M,ezcu/' jio��s FL 33 /35 PERMIT #:°wit-----11-5 Miami Shcrec Village APFROVED BY DATE ZONWG DEPT 7 DDD B�_DG DEPT SUBJECT 10 C(,NiPlUFNCE WI (H ALL FEUERAL C7MAtr'ec. r� M-- 2�x 51 " Chi c 27xs-f' .. . • ...• .... •• • . •. . . • . • . -273t5/•. . . • • . ALFARooq CORPORATION . CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: Glazing Solutions Date: Jun 1, 2018 Project Name: Locatelli Residence Engineered By: SMA Project Desc.: 680 Grand Concourse Checked By: 46 Miami Shores, FL 33138 AFC Number: 18-1142 Building Height (ft.) : 20 Design Criteria: i, Florida Building Code 2017 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: - 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: - Risk Category: II Exposure: D Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this acumen; naay.be used orreproduced in any manner. Unless authorized by sig ingljrofelsigngl • • .. ... .. . . . .. JUN 0 4 201B Javad Alimad, P. EB C.A.N. #3538 FL# 70592 - . ... . ... . . .• . . • .• . . • .• . . . 9360 Sunset Drive, Suite 228 I Miam ,f1 33178•1 1 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com . . .. ••• .. . ••• ... . . . . ... . • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • Glazing Solutions CpeiQient Kh 1.08 '• . '.. IA db Locatelli Residence 680 Grand Concourse Miami Shores, FL 33138 Coefficient Kzt 1.00 • • • VeIocitii Pressure Evaluated @z (qz] (Ib/ft^2) 71.97 • • • • • • Wind Speed (mph) 175 Importance Factor 1.00 Exposure Category p Risk Category 2 Coefficient Kz 1.08 Mean Roof Height [h] (ft) 20.00 Height Above Gnd. Level (zJ (ft) •20.00 Horizontal Dimen. of Bldg. (ft) 65.00 Roof Slope (deg.) < 1 0 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h fqh] (Ib/ft^2) 71.97 • • • • • • • Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (Ib/ft"2) • • • • • Mark ▪ • • Comp.Type, • W (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone ALL ' "" 10.00 0.90 0.90 -0.99 -1.26 0.18 -0.18 46.6 -50.5 46.6 -62.2 4. • •• • • • • • • • • •• • • • •••• • • • ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date 6/1/2018 4:54:35 PM Design Reference Number 18-1142 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 County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:,S eries_"Eco-Guard 500" Outswing Aluminum Casement Window — L.M.IJ APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING 'Large' and'Small Missile Impact Resistant, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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. 15-0406.10 and consists of this page 1 and evidence pages E-1 and E-2, as well •• ••• • • . . •• as appro: al doc :meat na ntio ieit above. The subnrftjed ci mtnpttntw s rew&ewed by Sifang Zhao, P. E. •• ... •• . . • •. pr •AD AUNTY "> • • • i • °AOYSQ• • : ' J2017 • • • • • • • • • • • • • .• . • • . .• • • •. • • • • • . • •• • • • • . • . . • • • . . • . • • • • • • • • . ••• • • • • • • . . . • • • • • •• •• . . • •• .• 0.• . • • ••• • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy fNOA No. 17-1011.22 1 1rExpiration Date: May 19, 2021? Approval Date: December 21,2017 _I Page 1 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. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB GIass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E •• ••• • • • • • •• • • •• • • • •• • ••• •• • • • •• • • • • • • • • • • • • • . • • • • . • • • • • • • • • • • • •• • • • • •• • • • • • • • •. • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • . • • • • • • 40•• • • 41•• • • E-1 Zhac Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by Al-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 Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Series "Eco-Guard 500" Outswing Aluminum approved on 07/02/15 and expiring on 05/19/21. •. .•• • • . • • •. • • • • • • C., • • • •• ••• .• . • • •. • ••• • ••• • • • . • • • • • . • • • • • • • • • • •• • • •• • • •• ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • •c• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• E-2 Eco Window Systems, LLC for their Casement Window — L.M.I., Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 • • • • •• • • • • • • • •• fECO—GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW 7—APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON 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 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 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 WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED 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 SEAUNG 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. • TFIfiSE•WINDQWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUWERL 'ARE NOT R4/UI REQ.• • • • • •• • • • • •• • • • • • • • • • • •• •• • • • •• • • • • fik *8" HEAT SIREN D. GLASS • \• •••• .0900" Interlayer • Tr sifo`ii • By 'kurarayAmSrie . Inc' •• • • • • ,1/e AdT•STRIPN'D. GI ASS •••• • •• S•ICONE•GOW • • • . • 1 ••DOW NING 899 to © lig N i` ri 1 i 11 — _1 GLASS TYPE 'A' 1/8" TEMP. GLASS MAXIMUM DESIGN LOAD RATING = + 70.0 PSF 1 (FOR SIZES SHOWN OR SMNIFR) " - 75.0 PSF /8" AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interloyer Trosifol PVB --By • kuraray Americo. Inc.' \ \ r 1/8" HEAT STREN'D. GLASS SIUCONE r I DOW CORNING 899 GLASS TYPE 'AA' AT 1/4 POINTS ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLAZING OPTIONS FALSE MUNTINS (SURFACE APPUED) MAY BE USED 1 TYPICAL ELEVATION T 3/16" HEAT STREN'D. GLASS \ .090" Interlayer Trosifol PVB �By kuroray America, Inc.' r3/16" HEAT STREN'D. GLASS SILICONE [DOW CORNING 899 GLASS TYPE '0' 7" MAX. HEAD/SILL CORNERS i— LOCKING POINTS SEE CHART WOW. HEIGHT UPTO NO. OF KEEPERS AT SASH 26" 38-3/8" 50-5/8" 63' 2 3 4 5 76" 6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 ttt lll,,,,,, .t.Ct REVISED . ?.''VGEN@F'•.,•. ' _ with the R! rida 11401!• 2 Y L:.rperat jn Date t4 JJ 9/TZ I II} 4n Z%j(teL Tz ami 1)aik PW,Lictcoerncl itt‘V z � W Z N O N" mo 8=▪ RE L o Cana Q2iOJ LL Z N 4 Cu $ Q J QWoik a V ac S t drawing no. W11-05 sheet 1 of 6 EDGE DIST. '-1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCK METAL STRUCTURE TYPICAL ANCHORS) SEE ELEV. FOR SPACING rr l MIAMI-DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 4 lilir ,fl WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.{ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EDGE DIST. 1BY WOOD BUCK TYPICAL ANCHORS - SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS:`sEE ELEV. FOR SPACING I 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) — INT0"2BY WOOD BUCKS OR' WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 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 SEI F DRII I INC SCRFW (GRADE 2 CRS) 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) #12 _SIAS__OBL SEI F DRII 1 ING SITRFWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) 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 D151614 F INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL 0R JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. IIJJ//yrY P® A� PIE ODU CRtb D to Ttnida Rai Mini, ,..017 Ia1/rT2-L ,:r.1 Date1$JTe'2f BY Product cx,et N 2 ATE OF ORIOP;.•' c NALE \ drawing no. W11-05 sheet 2 of 6 • • • • •• • • • • • • 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL J STRUCTURE • •• • • • • •• • •• • • • • • • • e • • • • t • • • • • •• • • • •••• • •• ••••• • • • • • • •••• • • • • • • • •• • • • • • • • • • •••• • MIAIAI-DADE COUNTY APPROVED MUWON SEE SEPARATE NOA WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4' MAX. SHIMS 1BY WOOD BUCK TYPICAL CHOPS - SEE ELEV. FOR NG SPACIAN 1/4' MAX. SHIM :ViSU7iUCfi2F oidF20pgwith he Building cede nI-, No-7011.24 Uxi, raticn Dai- 02� sy 3 reenq Ms-' \Qiami Dade Yr«F ct Grntroi RE TYPICAL ANCHORS SEE ELEV. FOR SPACING GEN4'••!•Cd 70502 3 a w FAX (305) 885-5902 rc UPDATED TO 201 NO CHANCE THIS SHEET UPDATED TO 2017 MC c" fc01E: 1/2" - 1' drawing no. W11-05 sheet 3 0f 6 ALT. • •• • • • • •• EDGE DIST. • •• • • • • • • • • • • •• • • • • •• • •• •• • • • • •••• • • • •••• • • T1•I•CL ANCHOR SW LOU. FOR SPACING •••• • •• • • • • •••• • • •••• ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST TYPICAL ANCHORS1 SEE ELEV.J FOR SPACING rr 1 MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. LIL TYPICAL ANCHORS I SEE ELEV.-1 FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER •;C t Ci RE V iSUU) COu,r :,._ :v[d, I?R F!om Ne Expir.ion lore p1j L't�7BlI P, dip Mani Dade Pr Kr CO MYt>4 ` \\\I\1111111/// )�•EN SF ••. 70592 STATE OF [( .! CORI*. •'.fyes 0 3 w a. U J -J In W In } In N� o co j, z 3� m Z� n J v o o 00 W oo - FAX (305) 885-5902 -I� `u33 v3 � w w oa drawing no. W11-05 sheet 4 of 6 0 FRAME HEAD/SILL/JAMB 2.094 .896 .719 .590 • • • • •1.582 • •• • •• C • VENT • • • • 2.688 062 500 (i � n f�9 2.611 15 FLUSH FRAME ADAPTER • • • • • •.603 • • •!• •J Imo••• 1.047 • • • .5E9 • • •• •• 045 • • • • • • • • • C GLAZIWG BEAD (5/16. 66W.,G, SS) 1.750 1.750 .493 493 14 CORNER KEY • •• • • • 130 • •• • • • 045 (-1.172--1 • • ® GLAZING BEAD (INSUL. LAM. GLASS) 8 SNUBBER — FRAME J94 1.047 0 GLAZING BEAD (7/16" LAM. GLASS) —.245 .710 —1.120 .720 SNUBBER — VENT ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/ROMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-78 - 2 E502 4 VENT 6063-76 - 3 FY108 AS REOD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T5 - 34 E505 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 3B FY109 AS READ. GLAZING BEAD (7/16- LAM. GLASS) 6063-T6 - 4 E508 AS READ. SNUBBER - VENT, FULL LENGTH 8083-T6 - 4A E509 AS REOD. SNUBBER - FRAME. FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 /10 X 1-1/4" AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WH 5M5 8 E203 AS REOD. BULB WEATHERSTRIPPING, OUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 A5 REIN). GLAZING BEAD BULB. DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) /10 X 5/8' SDS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3 ANTI SAG SKATE NYLON Mail PLASTICS 17 /10 5 1-1/4- 2/ SKATE FH SDS SKATE SCREWS - - 18 /8 X 3/4- AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4- 0.C. 19 - 2/ LITE SETTING BLOCK, 3/16' X 3/4' X 4' LONG EPDM DUROMETER 80±5 SHORE A 20 FLB-50 - GLASS SPACER - 1/6' HIGH SILICONE FRANK LOWE 21 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI -SAG SKATES: VINYL ANTI —SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. Aids <1.�1011 LZ By_4'f441_1�- Z 0 0 � 4 g 6 v 0 5 drawing no. W11-05 sheet 5 of 6) • • • • •• • • • • • • • •• • • • • • • • • •• • •• • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • •••• • • • • •••• • • • •• • • • •••• • •• • • • •••• • • • • •••• VENT CORNER FRAME CORNER NV)t-wer tattlSEED oexnglying *Oh the Florida 9ruldmg Code Atomptame No I/ 4O!/.1L Evingino Date j:2sT4Ti4zf BY Mi is � Mi:xni Dade Fr t Cowin. �.t N / ATE OF l( `I 11111 O COMP -ANL\W11-05EC0 FAX (305) 885-5902 g 0 0 C drawing no. W11-05 sheet 6 of 6 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 County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. _ DESCRIPTION:, 5e ies "Eco-Guard 300" Aluminum Fixed Window= L.M.LJ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E 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: La erg and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0715.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as •. ... . . . . . .. approval document mentioned above. . . OOOOOO The submitted documentation.was reviewed by ifang LhsoZ P:E::.: •. •• .. ... .. . . . .. ... . ••... • .. . •• •• • . . • . •.. •. . •. • • . . —NOA No. 17-1102.20 • I -Expiration Date: June 17, 2019 approval Date: January11; 2018 • . . Page 1 •. . ... . • • • ... • • • . • • • . . • • . . ... . . . • . . . . . . . . • • .. .. • • • .. .. 000 . • . 000 . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 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 Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 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 NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194 dated 01/15/09 signed and sealed by Candido F. Font, P.E. (Submitted untger NOO#r120111.08):: 5', 4n� Zliao • •• • • • • ••• • • • • •. • • • • • • • Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 • • • • • • • • Expiration Date: June 17, 2019 • • • • • • • • • • • • • • •• • •• • •• • • Approval Date: January 11, 2018 •• • .p l • • • • • • • • • •• • ... • . • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 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 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® 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. .• ..• • . . . . •• • • •• . •• • 4,1 Ellao • Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 • • • • • • • • • • Expiration Date: June 17, 2019 • • . • . • • . Approval Date: January 11, 2018 • • • ▪ • .• • • • • %- . • •• • • • • • • • •• • .. ••• •• • • • •• 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • -1.608---I 1.813 Fl 1 1.000 O as 0 f . .062 2.750 FRAME HEAD/SILL/JAMB .875 2.688 062 •sP t 7e 2.611 —1 0 FLUSH FRAME ADAPTER - .750 I- .B13�—II tl 3 .050�F"- g�y� GLAZING BEAD 1.0701 .375 .050 • •• O • • •A4C418R COVER• •• • • • I E 00--IGIJARD SERRES-300 ALUMINUM FIXED WtNDCAY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SOWN ON SHEETS •2. • • APPROVAL *PLIES TO SMALL J I'N OR SIDE BY SIDE COMBINATIONS 3F F1X./FIX•Qfi, AXED WITH OTHER wallowZ`(pf•S•IN MODUYES OF TVA OR MORE WINDOWS USING MIAMI-OADE COUNTY APPRSVCf} MULLIONS IN BETWEEN. LOWER DESIGN PRESSURL rValDOWS OR MULLION APPROVAL WILL APOLY TO ENTIRE SYST4A. • •• THIS OROOUCT I•AS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIRIMONII911 OF THE 20}4 (TI % TION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING ?.iI� VELOfTY HURRICANE ZONE (HVHZ). • 1BY QQj12 2BY W 1D BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNFEp•Ay4 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 WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC 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. CONDfTIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL FALS (SURFACI : MUN INS APPLIED) OPTIONAL D.L. OPO. I I I ( D.L OPG. — 41- - - O4 — - OI 3 IT L 1 yr._ I II 4 4---- - - _ THESE' WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6" MAX. HEAD/SILL CORNERS 12" MAX. HEAD/SILL C:TYPICAL- ELEVATION - GLASS D L 0 DIMS D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.L.O. WIDTH = WINDOW WIDTH - 3.625" PRODUCT REVISED as complying with We Florida DIEilding Code Acceptance No 17- 101.10 Expiration Dale Tz4jc Miami Dade P_p4ucE f'nahCi (134"'u 0 ALUM FIXED WDW. (LM.I.) w 0 FAX (305) 885-5902 0 n `u v 0 0 Lh !B 3 g • 8. oc 8 c Y 5 drawing no. W09-20 sheet 1 of 5 ) 4 `�1•U COMP-ANL\W09-20ECO)I DESIGN. LOAD CAPACITY. PSI, DESIGN LOAD CAPACITY - PSI, 3/16" ANN. GLASS 3/16' HEAT STREN'D. GLASS WINDOW DOTS. GLASS TYPE 'C' I GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) `EXT.(+)- ' 1NT.(-)r EXT.(+) ANT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) AL.-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.d.N. 3538) TEL (905) 2548100 F8X (305) 20242975 .090' Inteiayer .090' Intedoyer Trosifol PVB 24' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 `-SentryGlos \By ' Kuroroy Americo, Inc.' By 'Kuroroy Americo. Inc.' 30" 75.0 80.0 80.0 90.0 37' 75.0 80.0 80.0 90.0 3/16" ANN. GLASS 3/16' HEAT STREN'D. GLASS 36" 75.0 80.0 80.0 90.0 53-1/8' 26. 75.0 80.0 80.0 90.0 42" 36" 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 SIUCONE SIUCONE 48' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 �DOW CORNING 899 GE SCS 2000 DOW CORNING 899 k+ GE SCS 2000 54" 75.0 80.0 80.0 90.0 37' 36-3/8' 75.0 80.0 80.0 90.0 i 6 i m 'II 60" 75.0 80.0 80.0 90.0 53-1/8' 75.0 80.0 80.0 90.0 vvv�� I ' ' 66' 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 ,OIIIIAT ilir. OIIII 72"75.0 80.0 80.090.026-1/2'75.080.080.090.0 I / © 24' 75.0 80.080.0 90.0 37`-5/8.li 75.0 80.0 80.0 90.0 1/4 POINTS O Ty AT 1/4 POINTS O TTHAN 75.0 80.0 80.0 90.0 5374/8^ 71.3 80.0 90.0 �■ �� HANR36" ONLY Eli , 36" ONLY 80.0 80.0 90.0 71 3 73.01 80.0 90.0 Y our "•• rc y� ■�;J'► 1• r-- S� 36' 75.0 '11 "t#8 42' �. 75.0 80.0 80.0 B0.0 90.0 90.0 26-1/2" 37' 63'X 75.0 60.0 80.0 90.0 1-1/4" SMS X 1-1/4' SMS 54' 75.0 80.0 80.0 90.0 53-1/8' 67.9 72.5 80.0 90.0 AT 3-1/2' FROM ENDS AT 3-1/2' FROM ENDS 60" 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 ECO GUARD SERIES-300 ALUM FIXED WDW. (L.M.I.)J ECO WINDOW SYSTEMS, LLC. 1 8502 N.W. Both STREET MEDLEY, FL 33166 TEL (305) 885-5299 FAX (305) 885-5902 AND 10' 0.C. MAX. AND 10' 0.C. MAX. 66" 75.0 80.0 80.0 90.0 37' 76' 75.0 80.0 80.0 90.0 GLASS TYPE 'C' , GLASS TYPE 'D' 72' 75.0 76.6 80.0 90.0 53-1/8' 67.9 69.9 80.0 90.0 `_ �_ - - -"--I GLAZING OPTIONS 24" 75.0 80.0 80.0 90.0 --+ .... 1.....--m- "" - 30' 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 W 42b 42" 60" 75.0 80.0 80.0 90.0 y 48" 75.0 80.0 80.0 90.0 • • • - 54' 68.8 71.3 80.0 90.0 • • • • • • • • • 60" 60.2 64.2 80.0 90.0 L • • • 66" 60.2 64.2 80.0 90.0 • • • •W. WIDTH 72' 60.2 64.2 80.0 90.0 f M'I.OD'• WIDTH WINDOW WIDTH 1 • • I 24' 75.0 80.0 80.0 90.0 •• • r - - 1 • • • 1 • - � \ 30" 75.0 80.0 80.0 90.0 ; A 36" 75.0 80.0 80.0 90.0 • •j • ♦ • 42' 72" 75.0 80.0 80.0 90.0 description REV. PER BCCCOUMERIS UPDATED TO 2010 FBC MANUF. ,ADDRESS REV. UPDATED TO 2014 FTC UPDATED TO 2017 FTC • • • •• • •• • • •ii 48" 75.0 78.8 80.0 90.0 - - NOTE � 3 ; 7 = � 3 54' 66.8 71.3 80.0 90.0 BE ORIENTED VERTICALLY LY OR HORIZONTALLY, AS D LENGTH DIMENSIONS SHOWN, ABOVE.; F • • • 60" 60.2 64.2 80.0 90.0 • •_ _I • • • • • • • 24" 75.0 80.0 80.0 90.0 _ WIN OW WIDTH WIDTH WINDOW WIDTH 30' 75.0 80.0 80.0 90.0 • • 36' 75.0 80.0 80.0 90.0 •- -1 - - -1 r , 42' �" 70.0 70.0 80.0 90.0 F r •• • • 48' 65.6 65.6 80.0 90.0 G • w % 54' 64.3 64.3 80.0 90.0 .f • • • • 24+""�� 75.0 _ _80.0. 80.0 90.0 " „ o a .- $ = " R. g o ? '• o 0 0 o P 3 • • • • ; ; W. WIDTH = 30L C ..75.0 -480.0+ B0.0 90.0 NOTE: 36" ^� �96�t 75.0 7fi.2 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE 42' 64.6 64.6 B0.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). Simcra W WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH =48" 59.9 59.9 80.0 90.0 --. v .--..-- ' '-"=j 24" 75.0 80.0 80.0 90.0 AAtA111111I /fyy `��v.Y9• f0w� i�' r 1 ;j i �••' z Q (\ 36'4.5 10B"1.5 74.5 80.0 90.0GF1'13Q 3 \ 42" 61.5 80.0 90.0■+33 24"5.0 80.0 80.0 90.0 PRODUCT'RISEI) Florida * = 30' 120' 75.0 80.0 80.0 90.0 as cons}H1iea wish she Eui!dmg:'ode I jam` (--' drawing no. W09-20 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 Accepi<•.r:rc I*:11-Ld� �xpfralbaC)a[DGE�2J2�I`1®•'• TATEOF •(y` VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. /�- OR19F;.• r.Y, 6' 5i&lQ_Z3.4.o k S .... s‘ sheet 2of 5 g1f1111110' 1BY WOOD BUCK Qd cn TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST, • V• • - •� • 3•• o -j c •c • •F • • • • • • • •• • • • • •• • • • • • •• • • • •••• •••• • • • • • • C L. E • • •• • • •• •• • •• •• • • TYPICAL ANCHORS tEE ELEV. FOR SPACING EDGE DIST. METAL STRUCTURE r TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. MIAMI-DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA EDGE DIST. 6D ll TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 2 OOD BUCK OR WOOD ST RE EDGE TYPICAL ANCHORS. SEE ELEV. FOR SPACING CTYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 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 DRIWNG SCREWS (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. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCREFE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fro - 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. PRO P, ::s:n€Y'r:g .,'is,, the Florida uCisjir.� 1.'G6. hccFriano, No (]-iIo , J Ex.,.. D re 0404049 BY. Si Rn 2 Miami Dade Product Cam,& 11111111111111/ Yr JP�J. R6igZ ��•• VGEN@F •*. COMP -ANL\WO9-20EC W N } (/) N� E 0 m Z_ 3� 3 z 8 O 06 0 SEE -1 w co M FAX (305) 885-5902 C `off ul ci 6 6 UPDATED TO 2017 PBC 00 ,91 6 drawing no. W09-20 sheet 3of 5 TEEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 FY302 AS REQD. GLAZING BEAD— 7/16' GLASS 6063—T6 — 3 FY303 AS REQD. ANCHOR COVER 6063-75 — 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER — 1/B' HIGH SIUCONE FRANK LOWE 6 #10 x 1 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 8 — I 2/ L1TE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A • • • • • • • •• • • • • • • T1PIU L • SEA ELgV. O• • • %SPACING • • o- •1 f' :, • •• Y4 MAX. SHIM • • • • • • • • • • • • • • •• •.-.•• MWAI—DADE COUNTY APPROVED MULLION— SEE SEPARATE NOA— \ TYPICAL ANCHORS r SEE ELEV. FOR SPACING 1BY WOOD BUCKS RECT. OR SQUARE WINDOWS 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING CIRCULAR WINDOWS CORNER DETAILS 1/4' MAX. /8' THK. ALUM STRAP TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE PR ODEcT -�17,• 50 ..luithr rt+"rift Ceit zo r-'sing T.` lr oWL4741L4 FF• r�.�Qw 2A.• MITER CORNERS e, n1II1111// �i A ATE OF ORLOR•'�\�� !®AL ECO-GUARD SERIES-300 ALUM FIXED WDW. FAX (305) 885-5902 0 NO CHANGE THIS SHEET an • 0 0 UPDATED TO 2011 F9C 0 8 drawing no. W09-20 sheet 4of 5 ALT. • • • • • • • •• • • • • • • • • • • • • • EDGE D TYPICAL ANCHORS SEE ELEV. FOR SPACING l�illi�l IviiI-d'1I • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •••• • • ALT. • • •• • • • • • EDGE DIST. 1—f TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE I�1 EDIST DGE 110111111(711111N1l c MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS_\ SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT RF. V CD ...plying wi eIS Florida Fatil,iir,r. Code Annepunedl i i'//o1. ZQ E.sph:riot, Date aig2/2019 Miami Dade FE,LECI 0 ECO-GUARD SERIES-300 ALUM FIXED WDW. FAX (305) 885-5902 0 UPDATED 10 201/ : : o o m drawing no. W09-20 (sheet 5of 5 ) 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 County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.IY APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision 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 Small 1VIii-sileimpact 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 Siang 'Xhao, r.i• • • • . . • . . • . • • ..•... .. . . . .. 2. • • • • • • • • • . . • . • • • •�• • • 000 • • • •• • •�• • • • •• • No. 17-1102.23 • • • Expiration Date: May 27, 2019 approval Date:. January 11, 2018" • • • Page 1 000 . . . • 000 • • • • • . • • • • . •.. • • . • • • • .. • • • • • . • . • 000 • • . 000 • • 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. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum 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, P.E. (Submitted underNOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#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, Inc., Test Report No. HFTI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) . • ..• • • • • • .... • • • • • Van 1 ZLia o .. • ... .. • ••• •• Product Control Examiner NOA No. 17-1102.23 • ... • • • •• • •• • • • . Expiration Date: May 27, 2019 • • . • • • • • . ).pproval Date: January 11, 2018 • • . . . • •.• _.1 • .. • . . • . • • .. • O 00 • • • • 900 • • • • • • • • • • • • • 000 • • • . • • • • • • • • • • • • .. • • O 00 • • • 4000 • • 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 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-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P .E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, 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. HETI-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 6m 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 • • . • • . • • • • • •• • • Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 • • .. • • • • • . • . Expiration Date: May 27, 2019 • • . • . • • • • • • • • •; ;Approval Date: January 11, 2018 • . • . • • . •. .E• • •. •• • • • • • . . .• ... . • . . ... • • • . . . . • • • • • • ••. • . • • . . . • . • . • • • .. .. •• . • •. .• ... . . • ••. • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® 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 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.I.", approved on 09/03/15 and expiring on 05/27/19. •• ••• • • • • • •• •• _ 5ay Zhw • • • Sifang Zhao, P.E. "• •' • " • Product Control Examiner NOA No. 17-110223 • •• • • . • • • • Expiration Date: May 27, 2019 • • • •• • • . • . . • Approval Date: January 11, 2018 • • • • .. •� • • . • • ••• • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 12 o 3 72" 3 1/2" MAX. HEAD/SILL CORNERS V • � N INDOW WIDTH - r ,•-T T - FALSE MUNTINS / (SIeFAQE•APPUED) • +LAY BF• USED • •• • • • • I I i t 31 1/4" D.L. OPG. • •It•3/8• • VENT•WIDTH • • • • • 1\r t I 32 3/4" D.L. OPG. 3m 1 3 1/2" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS • •-• • • • • THIESE•WIND•WS ARE RATED OR LARGE & SMALL MISSILE IMPACT. SHU•TERb MRE NOT RfttlitEb, • • • • • • • • • • • •••• • 1/il1LAi STREN'D. t LASS • • •0A0" Interlayer� • • • • Trosifol PV8 • �'`uroray Amer�a, Inc.' • • • -1/8" HEAT STREN'D. GLASS SILICONE r DOW CORNING 899 0- GE SCS 2000 f- 1 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' \1/8" HEAT STREN'D. GLASS .090" Interloyer SentryGlas By 'Kuraray America, Inc: 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS OON LITES 29 WIDER THAN 36" NLY GLASS TYPE 'B' GLAZING OPTIONS 10 5/8" MAX. HEAD/SILL CORNERS 4" it i it 'i __JL=f 4_--_I_ ///Q 1C__ 1 B 3 - __yl_'4 _fj___ _14= trcr TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer 1-Trosifol PVB IBy Kuraray America, Inc.' -1/8" HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SILICONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REQO, FOR SIZES AND LOADS MARKED WITH '•' ON SHEET 2 ONLY a ECO—GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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 AND 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. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL V11tt11 \`�Ao H' 'P•''ucer4sF••.. SETTING BLOCKS AT LAM. GLASS AND INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ra?Y 11-1T02-» y:..Lr rD.r:-es jl ra BY _Si thao 70592 to4"u FAX (305) 885-5902 0 drawing no. W09-12 DESIGN LOAD CAPACITY - PSF (X0, 0X 0R XX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE/ GLASS TYPE GLASS TYPE WIDTH HEIGHT EXT.(+) NY(-) EXT.(+) INT.(-) EXT.(+) HT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (3) 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 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 38-3/8" 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 74" B 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" - 4 70.0 80.0_ 80.0 90.0 70.0 80.0 37" 50-5/A9 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 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 63 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" 8 70.0 70.0 80.0 80.4 * 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 • • 24 6 70.0 80.0 80.0 90.0 70.0 80.0 •4B" • 69i (3) • 6 70.0 80.0 80.0 90.0 70.0 80.0 •/2" • • : • /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 • tea • • • 4 70.0 • 80.0 80.0 90.0 70.0 80.0 I8. •36 4 • 70.0 • 80.0 80.0 90.0 70.0 80.0 606 (4) • • • fte • 80.0 80.0 90.0 70.0 80.0 42' • • 8 • • 704 I 80.0 80.0 90.0 70.0 80.0 • 24 • • 11.0 80.0 80.0 90.0 70.0 80.0 •6° • • >ti • • /15.1! • 80.0 80.0 90.0 70.0 80.0 48" 48 •) 6 • •39.• 80.0 80.0 90.0 70.0 80.0 • /D• • • • 0 70.0 * 80.0 80.0 90.0 70.0 80.0 T2" • 8 •-• 70.0 80.0 80.0 90.0 70.0 80.0 201 • • 0711.S • 80.0 80.0 90.0 70.0 80.0 36' 44• :77.� • 80.0 80.0 90.0 70.0 80.0 • • •48� • z6) 6 70.0 70.0 80.0 90.0 70.0 80.0 �• • • .t 70.0 80.0 90.0 70.0 80.0 7r eh • • : 8 • 70.0 p 70.0 80.0 87.6 * 70.0 80.0 • = T40. OF ANCHORS PER HEAD & SILL • `•7 7- 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 _XO OR OX' z _� DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE WIDTH HEIGHT IXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) _74"_ 9 70.0 80.0 f 80.0 90.0 70.0 80.0 106-1/4" - (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 80.0 106-1/4" (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 80.0 106-1/4' (5) 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" 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4" Vie) 12 70.0 70.0 80.0 82.6 * 70.0 80.0 111" 12 70.0 70.0 80.0 80.4 * 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 70.0 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 96" (6) 12 70.0 70.0 80.0 90.0 * 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES 15 -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) ` > (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REENP. GLASS TYPE GLASS TYPE GLASS TYPE WIOTH HEIGHT IXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (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 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 111" 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 (6) 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' - - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84' (5) 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 ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 'NA N 7.-110 Ezpirrtio6L ve_06-13_ 1142-141 \:0' DI Miami i)r7e P o ,ue`� t Coatro: u 14 �� • qg RFE, - o V N r o 8I' 0aQQ8 0 o b E i rgi229e4 ZViO- g < Q WQ_ Jp ell f F -J vi G- m UJ N w N. 0 sr, n M O Z • 3 Z6 8 oo o w co 0 0 9 ' drawing no. W09-12 (sheet 2 of 7 1BY WOOD BUCK • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING \_ TYPICAL ANCHORS SEE ELEV. FOR SPACING H Ml—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. J, I �TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING DIAL ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KS!) INTO'2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y 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) j14 SMS OR SELF DRIIIING SCREWS (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 <SI 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. W000 AT HEAD, SILL OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fo = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. PRODUCT REVISED 1= corrp y;ng wi'S t,iz Flcmda i— DpildUg Code 1 cc"ptnec Noj A N4:arni Da: c Product Control 8 8 Rs_ o drawing no. W09-12 (sheet 3 of 7 • • • • •• • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •,• • • ••.1. • •• • • • • • •L•TYPICAL ANCHOR • 5•E ELEV. • • • •FOR SPACING 1/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING . 1 1/4" VENT WIDTH D.L OPG. —SCREEN OP STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH VENT WIDTH D.L. OPG SCREEN OPT XO LAYOUT EXTERIOR D.L. OPG. INDOW WIDTH • XOX LAYOUT MAAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCTas Building _ _... Expirasot, ^ram.a5J;2 Lai) BT. Srfa^.J Z4w> Miami Du* F,:.*..1c:.:ant \11111II I/T i NSF\ No 70592 `!3 ATE OF °NIAL 1� Tnn11 0 5 5 5 0 2 drawing no. W09-12 sheet 4 of 7 TYPICAL ANCHORS rSEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. 11 FOR SPACING ALT. • •• • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • •• • • • •••• • • • • • • •••• • • • • • •• • • • • • •••• • •• • • • • •••• • • • • •••• ALT. METAL STRUCTURE TYPICAL ANCHORS `-SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS `—SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER fRCDUCT REVISED ce/uplpic ;:.,i;h Qx Florida Sso.B:iio� Cs3c floG Due 1; Erpi: t� 1QLA1 Hyi{9�9 zh&.o Minim. Dade PladLut C:rDrol �plPO. H 40 No. 92 8 TE OF OR10P.-�0 4"u] qr � 00d6 oif a CC 0 _,3p Rgg OotEl Q 6l]0 .I CC g LL{ Q W lT iSi U cn J Tn > N -c.0 rM oM N o � • H Z 3J 3 Z6 v LAJ W CO s w at ( 9 9 0 0 S drawing no. W09-12 (sheet 5 of 7 3.876 • FRAME HEAD 1.140--r-1.610 .813 L_ • • • 1.058 •• I • • • • • 2.50e 078 • • • • • • • • ••�•±1• • • • SST!• • I• • • • •I •• •• •6• 2.750 • • • • • • • 0 • FRAMs SILL • • • • O VENT TOP/BOTTOM RAIL 0 JAMB STILE 3/16' 1z n STEEL REINFORCING .519 .719 45 .8°3 .045 l0 1.047 -^-1 1.047 GLAZING BEADS MEETING RAIL • 1.• 314— • • 1• • .340 • ••eV. O SILL TRACK • 6VD 1•. • .302 • .500 187_ 1 2.750 .062 2.812 874 -1.687 O MOV. FRAME JAMB C FIXED MTG. RAIL .750 r .062 2.812 1 2.750 F-.969 1 —1.688 O FIXED FRAME JAMB 0 FLUSH FRAME ADAPTER ITEM PART / QUANTITY DESCRIPTION MATERIAL HANK/SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SAL 6063-T8 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY2D5 AS REOD. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A FY110 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 11 - AS REQO. REINFORCING BAR STEEL - 12 - AS READ. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADO -ON SILL RISER 6063-T6 USE AS REOD. 14 FY206 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS READ. FIN SEAL W'STRIPPING - 1 ULTRAFAB 20 Q300T190 AS REGD. BULB SEAL 0-LON SCHLEGEL 21 E207 AS RE00. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65t5 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS READ. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLNAN & ASSOC. 25 #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FYI 20 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 2/ UTE SETTING BLOCK EPDM DUROMETER 80t5 SHORE A i'ilr:'PUCT REVISED es c?npl irg with the Florida Lbde Accelxancz Noi/APU_A.3 R>:tatano:, Date 45/A11 2a19 Z:7ao e;s:xe„ rAvM Pnvhxt Coarse: \\1\11111111,/ At- 0:_y=„ 0 W a V S th 0 UPDATED TO 2014 FOC UPOA'ED TO 2017 FOC v0 0 drawing no. W09-12 sheet 6 of 7 • • • • • •• • • • • • • • • • • • • • • • • •• • •• • • • • • • VENT TOP/BOTTOM CORNERS • • • • • • • • • •• • • • • •• •• •• • • • • • • • • • • •• • • • • •••• • • •••• • • • •••• BLED MTG. RAIL CORNER FRAME TOP CORNE FRAME BOTTOM CORNER . >OfrUCf FVISED tis ^iriplyiag withihc Florida acccam r,%, No E]_Ilin• _ _.ao.c Dace as lit 17p19 flr Zliao Miami De..e Freduct r rnrrol `�11111111//rrr ,' 7 a ECO-GUNtD SERIES-200 ALUM NORIZ. ROLLING WDW. (L.M.I.) FAX (305) 885-5902 v 3� 3 i • drawing no. W09-12 sheet 7 of 7 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 OPAQUE-FIBERGLASS-DOORS--7 -7 SINGLES w/ or w/o SIDELITES_ INSWING / OUTSWING "IMPACT) GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shah be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level'0" and excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as thot shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE Of CONTENTS SHEET! DESCRIPTION I Typical elevations. design pressures & general notes 2 Door panel details 3 Sidelite panel details 4 life frame glaring details 5 Elevations 6 Vertical cross sections 7 Horizontal cross sections 8 Buck anchoring 9 Frame anchoring t hardware details 10 BR of materials and components { 37S MAX. OVERAI L FRAME WIDTH EMIpia 5 i et o • m� --76.25" MAX. OVERALL FRAME WIDTH - FRAME WIDTH I i FRAME WIDTH 13 110 0 115- MAX. OVERALL FRAME WIDTH 3725" MAX. --{ 37.5" MAX. FRAME WIDTH FRAME WIDTH -I --ft-- is 0 0 I -- -IS • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • --: CONFIGUTARON �: '-'< _ e-_ 4-, :MAX'.1 =FRAME DIMENSIL7tJ x = JAMB DESIGN PIU-SSURE (PST) INSW DESIGN PRESSURE (PSF)<. ....'OUTSWING' k• t-i_ .ii fii iT _ _ POST(IVE NEGATNi PQSRNE , #Er"sAl1VE /_---X- . f 37.5"x82.0' , .N/A; +50.0- `50.0 +50.0 - --50.O- OX/XO 74.75" x 82.0" N/A +35.0 -40.0 +50.0 -50.0 75.5" x 82.0" 1 x +40.0 -45.0 +50.0 -50.0 76.25" x 82.0" 2X +50.0 -50.0 +50.0 -50.0 OXO 112.0" x 82.0" N/A +35.0 -35.0 +50.0 -50.0 113.5" x 82.0" 1 x +50.0 -50.0 +50.0 -50.0 115.0" x 82.0" 2X +50.0 -50.0 +50.0 -50.0 • ••• • reE '•• . ••tw .o • .4ptt tt Oates N• of #.Ba 3 6 z DAre 10/8/14 SCALE N.T.S. DWG. BY: JK 0w er. LFS DRAWING No.: FL-17347.13 stimr _1_ Of 10 *I • 17347K - 7awirlsiCuirwohfl.-1' 0.6T' XEtR1OR a. HINGE STILE (LVL) CAP (PVC) 79.25' MAX. PANEL HEIGHT T r._... 35.75 MAX. PANEL ...... WIDTH 1^ ICI / \ 2 OPLASWRO DOOR PANEL INTERIOR 2 1 HORIZONTAL CROSS SECTION SEE DOOR LOCK HARDWARE TABLE 2.79'---..._...,.i 0.4" LATCH STILE (LVL) -. DOOR LVCKNARCWARETAk • KWWSET KNOB: SERIES (400) DEADBOLT: SERIES (440) SOILAGE SCHLAGE YALE DEXTER BY SCHLAGE HANDLE SET: 'F SERIES (T40) DEADBOLT: 'P SERES (F40) KNOB: 'I" SERIES (F10) DEADBOLT: 'YS00IES (BM/42) ENOS: CRR{S 100 C DEADBOLT: CO SINGLE CYUNDER ...................... KNOB: 154 DEADROLT: 10/0 TOP RAIL `` (COMP.) CAP (PVC) z. 0. ' INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.075 MIN. THK.) ..", BOTTOM RAIL' (COMP.) EXTERIOR 2 VERTICAL CROSS SECTION 2 • • • • • • • 4 • • • • 4 • • •• •• • • • • • 4 • • • • • •• • • • ••�• 0* • ids .•�•• ••2 U K 0 n ▪ • •a • )- a 0 z N 0 DATc: 10/8/1 4 N.T.S. DWG. JK wit Er: LFS DRAWING NO: FL-17347. /3 sHEEY 2 or 10 • • • • • • • • •• • • • • • • • •••. . • • • 0.4'w _ O.Y CAP (PVC) 8 z 35.75 MAX. PANEL WIDTH OPLASTPRO SIDELTTE PANEL EXTERIOR ! INTERIOR LATCH STILE (LVL) G2 3 1 HORIZONTAL CROSS SECTION TOP RAIL - (COMP.) G1 FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) RBERGLASS SKIN (0.075" MIN. THK.) BOTTOM RAIL —`- (COMP.) C)VEIMCAL CROSS SECTION • • • • • • • ••.• • ce •.o • `J • • • o$ • •• •• • �(• n • • • n_ W y • • • w• a •.••$• IP • • o • • • •• • a• • •r • •• 4m 0 cc) p Z W >N> h W cc w1- R • O "2 WE, 10/8/14 1 SCALE N.T.S. DWG. ar JK CHK. er: LFS MUM ND, FL-17347.13 OF 0 •• • • • • • • •• • • • • 10, 20.S' MAX. D.L.O. WIDTH 24.22" MAX. FRAME WIDTH 35" MAX. LIGHT FRAME HEIGHT 62.63" MAX. D.L.O. HEIGHT L -O • ODL LITE FRAME DOW 995 0 STRUCTURAL \SILICONE EXTERIOR i 1 INTERIOR #7.19 X 13/4" PPH SELF -DRILLING SMS #7-19 X 13/4"PPH SELF-DRILUNG SMS 4,25' PP) 0.71' z —1.8.6" 4 0 3A• ODL UTE FRAME Aluminum 5/8" GLASS BITE I" OVERALL GLASS THK. --1/8'ANNEALED GLASS 0.090ESAFLEX1 PVBINTERLAYER ---1/8'ANNEALED GLASS `.... AIR SPACE -1 /8" TEMPERED GLASS INTERCEPT SPACER Gi GLAZING DETAIL ODL Lite Fame 23.50" MAX. UGHT ... FRAME WIDTH 20.50" MAX. D.L.O. WIDTH = = n � LL xgI 2r NO { 2' frai RSL LITE FRAME DOW 995 STRUCTURAL HOT BUTYL SILICONE s -' SEALANT iADCoi EXTERIOR INTERIOR SCREW CAP / #10 X 1-3/4" PPH SMS git o ' L. V • • O • • • 10 X 13/4" PPH SMS 1.59" -- • • • • • • • • • • • • • •• •• • • • • • S'3 ; • • • • • —t_ • • • O z 1.5'-� `✓ arZRS1 UTE FRAME PVC 1/2" GLASS BITE ... 1-1 /4" OVERALL GLASS THK. 1 /8' ANNEALED GLASS _ 0.090"SAFI.EX*PVBNTERLAYER 1/8" ANNEALED GLASS AIR SPACE 1/8'TEMPERED GLASS \ 1 /2" NON -GROOVE SWIGGLE I w/ DELCHEM#80 POLYSULFIDE 1 /8' BACKFLLL G2 GLAZING DETAIL RSL UIe Frame • • • • • • • •0 • • W #•• si • • • • • • • m NV' 8 6 0 0 z DOE. 10/8/14 N.T.S. DWG. ar: JK alit ar: LFS DRAWING NO FL-17347.13 SHEET 4 OF 10 1734AC Drawings \ C. 6 ELEVATION X 6 ELEVATION XO / OX 3 b • • • • • • • •••• • • •• •• • • • • • • • • • • •• • 0 • •R O • N •I• •• N Z 0 7.8 O Z DAM 10/8/14 sous. N.T.S. DWG. DYc JK Br. LFS p149•IC Np.: FL-17347.13 se¢r 5 prig_ rc v 0 • • • • • • • • • •• • • • • • PACtients\plastpro, Inc PERMAPOENT;Flonda Product Approvals \19 I.7347 - Drawings \CloTeneWL.-17347.13-.16.6.vg, 6.5 I VERTICAL CROSS SECTION 6 Inswing shown (Outswing similarj 2X Buck Construction NOTE: 1. Spacing for item J head & sill:6" from each end, 1 0 centerline. 2 additional ol 3" & 4.5' from end adjacent to door. °VERTICAL CROSS SECTION Inswing sill VERTICAL CROSS SECIION Inswing shown (Oulswing *rigor) IX Buck Construction VERTICAL CROSS SECTION Outswing SEE NOTE 1 • giu INTERIOR Cn6VERTICAL CROSS SECTION Inswing shown (Outswing simiar) 2X Buck Construction 6 VERTICAL CROSS SECTION Inswing sill • • • • • • • °VERTICAL CROSS SECTION ADA SE °VERTICAL CROSS SECTIONk3SWifl9 SE • • • • • • • • • • • • 03 z 0 0 0 z DOE: 10/8/14 SCAM N. LS. DM. BY: JK en LFS LAWNO MD: FL-17347.13 seat 6 or 10 3 3 17347\C - Drawl ps;Cvrerrt'\FL HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 7 Inswing shown (Outswing sTm or) 7)Inswing shown (Outsv.6ng similar) 2X BUCK Construction 2X Buck Construction 0.15' CSINK SEE NOTE i • J EXTERIOR \ • INTERIOR / 5� HORIZONTAL CROSS SECTION 7Inswing showns(Outs-wing similar) 2X Buck NOTE 1. Spacing for item J: 6" from each end and 3 more equally spaced along siderite jamb (5 told). 0 1111141, °HORIZONTAL CROSS SECTION Inswing shown (Oulswing similar) rr TX Bock Construction %v • J) 1. v SEE NOTE 1 -1‘.01.; IEiw t __. ® ,. /J SEE NOTE I HORIZONTAL CROSS SECTION Inswing shown (Outswng similar) 2X Jamb Ren`orcelrhsrdf 7 ' I �AIr T�11 EXTER (J INTERIOR 40 HORIZONTAL CROSS SECTION 'nswing shown (OliWi ng simIcsrl Bock 10 Back Jambs EIREROR ! 4' HORIZONTAL CROSS SECTION Inswing shown (Outswing similar) IX Buck Construction 50) INTERIOR,' 12 SEE NOTE 1 HORIZONTAL CROSS SECTION Inswing shown (Outswing similar) I X Jamb Reinforcement • • • • • Ct GOO Ito 0 U • •• 29 UPDATE TO 3TH m. (2014) FRC not: LOp3/14 • N.T.S. DWG. in JK DOC Be LFS duhhc r/O.• FL-17347.13 SHFET 7 aF 10 FL-i741713 .? MASONRY (TYP.) MULLION —.... PP_) .......i .. 4" (TYP.) XO 2X_BtICK ANCHORING HEAD & JAMBS (IYP.) MULLION T (TYP.) ) 1 1 1 1 1 / • • • • • • • • • • • A- (TYP.) . t"e • • •.f •• OXO -Tr.•• • • • —• • . .i • L. • • • cog •it• •• °- rW • o • • • a • p0 • z 0 ice rW' o1 aue 70/8/14 N.T.S. vac. et JK o er. LFS MMHG NO,, FL-17347.13 SNrET 8 OF 10 • • • • • • • • •• • • • • 173475C - Drawings \Cunent\fl FRAME (IYP.) PP.) N\ I F 2X BUCK I yj IX BUCK r - 1 HEAD & JAMBS I X ........) a_--1 to Ij Oa U� . --- 3" (TYP.) 4" (TYP.) .... -I - 6" (TYP.) 1 2X BUCK D 1XBUCK HEAD & JAMBS - (TYP) X 4" (TYP.) .... - I L (MBACK-TO-BACK JAMBS J )w12X REINF. — (TYP.) 0 SILL (TYP.) (D� ,((' 1r F 2X BUCK D IX BUCK HEADS JAMBS _ p1 0 X 11 M BACK-TO-BACK JAMBS l J w/ 2X REINF. (TYP.) 0 `FRAME ANCHORING 3 i � tg)IXBUCK �� __ 2X BUCK 2X REINF, LATCH AND DEADBOLT DETAILS IX BUCK 2X BUCK 2X REINF. HINGE DETAIL I jIXBUCK 2X BUCK 2X REINF. HINGE DETAIL 2 3 O 0. 9. o MV • • •• • • • • • • • • • • • • • •• •• • • • • • • • Ei41Ne,E ETML`1 \�> SEE HINGE DETAIL 2 HINGE JAMS HARDWARE DETAILS 0. a • • • • • • •• • ••• •za r 1Q 2 CC n( • • h 3, 0 z z O DATE: 1 VS/ i 4 SCA1E N.T.S. DWG. or JK ow. SY: LFS MOM WO, FL-17347.13 SWEET 9 or 10 � • • • • • • • •• • • • • •• • WLL OF MATERIALS ITEM • DESCRAMON MATERNL A 8 2XFRAMING (G>=0.42) 2X BUCK (G >= 0.42) WOOD WOOD C D 1 /4" MAX. SHIM SPACE - 1/4" PFH CONCRETE SCREW (1-1/4` MIN. EMB.) STEEL E F MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 30TOR HOLLOW BLOCK CONFORMING TOASTM C90 CONCRETE #10 X 2-1/7' PFH WOOD SCREW (1.15" MIN. EMS.) STEEL G 3/16" PFH CONCRETE SCREW )1-1/4" MIN. EMB.) STEEL J #10 X 2-1 /2" PFH WOOD SCREW STEEL M #10 X 7' PFH WOOD SCREW STEEL I POLY FIBER JAMB COMP. 5 2X REINFORCEMENT (G >= 0.55) WOOD 6 DOOR SWEEP PVC 7 WEATHERSTRIP (ENDURA FORCE 5) FOAM 9 #9 x 3/4" PFH WOOD SCREW STEEL 11 4" X 4" HINGE STEEL 12 LATCH STRIKE PLATE STEEL 13 OEADBOLT STRIKE PLATE STEEL 20 INSWING THRESHOLD ALUM/COMP 21 INSWING THRESHOLD w/ SIDEUTE ADAPTER ALUM/COMP_ ALUM/COMP 22 OUTSWING THRESHOLD 23 OUTSWING THRESHOLD w/ SIDEUTE ADAPTER ALUM/COMP 24 ADA THRESHOLD ALUM 25 OUTSWING THRESHOLD ALUM/COMP 26 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - - 50 SIDEUTE PANEL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at The cameo may be °denied to maintain the min. edge dtsfence to mortarjolnts. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the mtrt edge distance to mats joint, additional concrete anchors may be required to ensure the -MAX. ON CENTE?t" dimension are not exceeded. 3. Concrete anchor tattle: ANCHOR .• TYPE � . _ ANCHOR SUE MIN :: EMBEDMENT MIN. CLEARANCE TO MASONRY. MIN. CLEARANCE. :TOADJACENT-`. ITW BUILDER ',TAP CON" 3/14" 1-1/4' 3' 1.1/7 1/4' 1.1/4" - - T. - -- -4'--' ELCO y. ULTRACON 1/ ' 1.1/4' 1' T WOOD SCREW *NSTALLA7ION NOTES: 1. Mainfobo o minfmum 5/8" edge desfence. "end defence. & 1"a.c. spacing of wood screws to prevent the spatting of wood. 2.44' 4.56" •+ 0 2.13" — o OPOLY RISER JAMB 456' a INSWING THRESHOLD Endura IZ-Series} 4.56' 21 INSWING THRESHOLD w/ SIDEUTE ADAPTER Ender° (Z.Sertes) OUTSWING THRESHOLD"' Endure (1'Senes) Lo 5 OUTSM7NG THRESHOLD — SIDEUTE ADAPTER 1\1t111UT Hs it • • • • • • • 1• • r�•• 24 ADA THRESHOLD DL • • • a • i6 IDNtwwq THRESHOLD i.P `01 o i,--- 2.12" ....._.__._ _ _ 4.57' • • • • • •• • OMIMING THRESHOLD w/ SIDELRE ADAPTER 27 INSWING THRESHOLD w/ SU*UIE ADAPTER Endu!a IT -Series' DIP • • •••4•• • $ • �<n so�•f•• WZ • Et; 10 � a0' „li po • W U E••4d.10 3; if E5 Q •• g •a • O z MIL: 10/8/i 4 scv.e N.T.S. DWG. er: JK am. er: LFS NctvNl° NO.: FL-17347.13 saw or IQ t 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 (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-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.gov/economy DESCRIPTION:: Series 600 Aluminum Outswing French Doorw/wo Sidelites-L.M.I7 APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets I through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last 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 p 1 mat n ideni a nape$ Ei 2 tnd E-2, as well as approval document mentioned above. • • • • •• •OOOOO.. • The submitted documentation was reviewed by Jorge M. P1,a�en. i�;P?1 ; • . • : : .. • zoo- • ••• • ••• • • _ • • • . •. • • • . NOA No. 17-1218.15 • «•_• • •• • 41. .• . .. Expuiat omDate: March 20, 2019 • • • Approval hate: February 08, 2018 Page 1 • • • • • • • 0110 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 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 FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(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 DeNernours & 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. E-1 •• .•• • • . . • •. • • • •• •• . . • .4 • • orge M. Plasencia, P.E. Prod ct Control Unit Supervisor • • • • • ••. ••. ••NOA No. 17-1218.15 • •• •• • • : Elpifa4od.'Dlte: March 20, 2019 • • • • • • • tpproyl?D'lte February 08, 2018 • •.• . • . . ..• • • • . • . • • • • . •.. • • • • . • • •. •• . • • •• • • • • • • . •.• • 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 Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on 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 6' 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, expivixig.33/2a0/49. • • . • E-2 . • ••' • ..• • • . • • . • • • • .. . .. .. Jorge M. Plasencia, P.E. Pr i duct Control Unit Supervisor • •.. • • JTOA No. 17-1218.15 • Expira io4we: March 20, 2019 • • .Appr dad UN& February 08, 2018 • ... • • • • ... • • . . . . • . . ... • • . . . . • .. . • • • • .. • ... • . . 090 • • • •• •r• • SERIES-600 • • •,• ALUM1 U3I OUTSMING €NTRANCE DOOR • 1N1GPi• ) AND NOBLE (XX)•LEAF DOORS SEE, SHEET 2. �rAND ALONE SINGLE SIIIDELRE•SEE SHEET 3. SIDLE AND DOUBLI lPR1•010•RS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SI1ELIjE•CAPACITY CHART OR DOOR CAPACITY WILL 'PL. f0••ENTRE Spin. DOORS "APPROVED FOR 14NS1ALLATIONS WHERE WATER INFILTRATION RESISTANCJ IS REQUIH[4 • • F • • T1R1S PROQICT HAS BEII tPSR,NED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THI 2040.(jTj1 EDITION)/2017 (6TH EDITION) FL0R DA BUIItING CODE INCLU G• G VELOCITY HURRICANE ZONE (HVHZ). •/ BY 0 QBY WOOD B•01(i!•LOCK FASTENERS BY OTHERS, MUST BE j1EES N D AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS "WILDING STRYCTURi • e ANCHORS SHALL BE Cb5 5ION ERSISTANT, SPACED AS SHOWN ON DETAILS Alfb• LED PER MM7UF'S IN UCTIONS. SPECIFIED EMBEDMENT TO BASE %1ATERIAL 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 UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. 000E & ADOPTED STANDARDS. THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG 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 1/0' HEAT STREW°. GLASS .090' Interlayer Trosifol PVB By 'Kuroray Americo, Inc.' 1/8' HEAT STREN'O. GLASS SIUCONE DOW CORNING 899 GLASS TYPE 'G 3/18' HEAT STREN'D. GLASS .090' Interloyer Trosifol PYB By 'Kuraroy Americo, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 SETTING BLOCKS AT LAM. GLASS REDD. FOR WIDTHS EXCEEDING 36` ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 1/8' TEMP. GLASS 5/16` AIR SPACE 1/8' HEAT STREN'D. GLASS .090' Interiayer i Sanas Clear And Color Glass 'Eastman Chemical Co.' r1/8. HEAT STREW°. GLASS GLASS TYPE 'G2' SIUCONE DOW CORNING 899 CARDINAL XL EDGE SPACER ST. STEEL SIUCONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE `G3' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration oat.03/20/2019 Product Control THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOV 1-E 2017 tt11111l NIPS..... �P..•vcENSF'•�-. 70592 T 09 f0 AL I flit 111AAA 034.0 oI 0 14. 5 .S. drawing no. W12-08 sheet 1 of 9 • r FRAME WIDTH 5' MAX HEAD/SILL CORNERS 12' MAX. HEAD SILL /f • •• • • •• -44 • • • •901F,ESAPPUED ALSE MUMENS CR DECORATNE GRILL • • • MAY BE USED • •• • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • / 11 / I I / II / J 41111 ACTIVE • • 26 15/16' • • --•-• • • • • • • D.L OPG. 37" MAX. LEAF WIDTH (x) LOCK OPTIONS #1 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION F 80 LOAD CAPACITY - PSF , SINGLE DOORS (X) DOOTi01Nt5.e..,�� LAMINATED GLASS. FRAME + 1R,F• • 'FRAME WIDTH j WIDTH HDGHT EXT.(+) ( INT. -) 39-3/41 3j' 1 • 98' 70.0 75.0 • 5' MAX. HEAD/SILL CORNERS 76' MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. / Its 12' HEAD SILL FRAME HEIGHT __. 96 3/8" I I =__uL / II / II / _ I \ \ \ \ \\ LOCK OPTIONS /1 OR #2 \ PTIN 2 SHOWN) SEE SHEEF 7.0 006 DESCRIP't10 \ //. ,// / / / / / / / / L i r. m j ou.\rr 1 I I % / / _- l \ \ B II C II II _ _ Y \ \ \ v I ' 1/ r INACTIVE ACTIVE SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED GLASS D.L.O. DIMS D.L.O. HEIGHT = FRAME HEGHT - 11.125" D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.813" By D.LO. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 Mignti-D induct Control 26 15/16' D.L CPG. LEAF MDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT.( -) W10TH WIDTH HEIGHT 76' 37' I 98' 70.0 75.0 5' MAX. HEAD/SILL CORNERS 37 3/16' MAX. FRAME WIDTH 12" MAX. HEAD SILL TESTED FRAME HEIGHT 87" II II ' SURFACE APPUED FALSE MUN11N5 0R DECORATIVE GRILL MAY BE USED 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIOEUTE SEE SHEET 3 FOR CAPACITY PRODUCT REVISED no complying with the Florida Building Coda NOA-No. 17-1218.15 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL Expiration Date 03/20/2019 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 NOV 1 6 7017 NI1U111111, U co ERIES 600 ALUM GUTSyING J J 2 o0 c 3 0 � a 0 drawing no. W12-08 sheet 2 of 9 'DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE ODELRES SIDELITE SIDEUTE 1RTHODT FRAME FRAME REINFORCING WIDTH INCHES HEIGHT INCHES EXT.(+) TNT.(-) 24 70.0 75.0 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 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 69.8 69.8 36 92 64.1 64.1 37 83.3 63.3 24 633 63.3 30 57.8 57.8 36 98 53.1 53.1 37 524 52.4 • • •• • • • • •• • • • • • • • • • ••.• •• •• • • • • DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE 0R DOUBLE LEAF DOORS (SE NOTE BELOW) SIDELfTE SIDELITE WI'THOT7T 1RTH FRAME FRAME REINFORCING REINFORCING WIDTH INCHES FEIGNT INCHES EXT.(+) TNT.(-) EXT.(+) 1 TNT.(-) 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 750 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 B6 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 I 75.0 30 69.8 69.5 70.0 75.0 36 92 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 83.3_ 63.3 . 70.0 . 75.0 30 . 57.8 57.8 . 70.0 75.0 36 96 -�J 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 SIOELRE WIDTH REINFORCING AS REOD. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. • •• • • GLASS D.LO. YIMS... • • •DI.O. HEIGHT.(SIIiUTE)/ FRAME HEIGHT - 11.000" • • 404..0. WIDTH (SI,ELITE) IF FRAME WIDTH - 4.438" • • •.•• 5" MAX. HEAD/SILL CORNERS 148" MAX. 3" �tr SURFACE APPLIED FALSE MUNRNS OR DECORATIVE GRILL MAY BE USED II II II it CLUSTER OF (4) ANCHORS AT HEAD/SILL I (.I I TESTED FRAME WIDTH HEAD & SILL ANCHORS AT SDLE ENDS (4) AT 3" 0.C. 12" MAX. HEAD SILL �I/I 32 3/4" / II / II / 11 O / II II / I //. I n \ \ a\ INACTIVE D.L OPG. SIDELITE FRAME WIDTH MAX_ I \ 4 O / / / Loci< omions /1 OR//2 SNN) SE5 1 Sy SE'p SHEET :.11 FOR DESCRIFTIO 26 15/16" D.L. OPG. ACTIVE I I 26 15/16" D.L OPG. 37' LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) 5E CHART AT LEFT DOOR FRAME WIDTH CoXXOTTh MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 PRODUCT REVISED plying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By MI = -Daroduct Contro NOTE: GLASS CAPACITES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOE-DEC-219 WV 1 6 2017 L- Ix og i Ord qR 6 E 61 5 R m 'c g 6,18 2 .0:.: i -14 11 crowing no. W12-08 sheet 3 of 9 9/16' MIN. THROW 80LT PENETRATION • • • • • •• • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • 1/2" MIN. THROW BOLT PENETRATION EDGE DIST ECGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR _PACING PROPERLY SECURED 18Y WOOD BUCK EDGE DIST. 0 1 TYPICAL ANCHORS 5£E SPACINGNS FOR • SPACING EDGE 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHOR EVATi0NS S 1-E1. FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. "TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 1/4" DIA. ULTRACON BY •ELCO• (Fu=177 KSI, Fy=155 KSI)I T.,INT0'2BY WOOD `BUCKS OR WOOD' STRUCTURES 1-1/2" MIN. 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 1-1/4" 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-OADE 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 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. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Fe - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f•m = 2000 P51 MIN. EDGE DIST. 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE I MIAMI-DADE COUNTY APPROVEDIj CUPPED MULUON SEE SEPARATE N" 0 PRODUCT REVISED an complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 1 /20/2019 By MI- roduct ontrol 1.21/162': II ITYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS • drawing no. W12-08 sheet ¢ of 9 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTJRE SEE SPEC SHEET 4 SHIM TYPICAL ANCHORS • SEE ELEV." FOR SPACING �, • •• • • • • • • •• a • • • o • • • w • • • • • • • • • • • • • • • • •• • •• • • • • •• • • • •••• •••• • • ••• • CONCEALED FLUSH BOL'S O 1/4" MAX. LEVERS AT STILE FACE\ SHIM ACTIVE LEAF EXTERIOR D.LO. 37" MAX. LEAF WIDTH 39 3/4" MAX. •• • • • •• • • • • • SINGLE DOCR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSIILE DOUBLE DOOR FRAME WIDTH 1B7 WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS II OR 12 0.T1ON 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE PRODUCT REVISED es complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Dab 03/20/2019 By l� MiamFD Product Control DOOR DETAILS INN t s 201 1/4" MAX. SHIM TUBE HEFT I TYPICAL ANCHORS SEE l_EV. FOR SPACING `'OTNNnc. E0' �nIUi" $ 8 drawing no. W12-08 sheet 5 of 9 • .W • • • • • it • • • • • •• • • • • • • •• • • •• • • • • •• • • • EDGE DIST. 0 Q • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 • • • • I ••. •til • • I• • • ••••I• • • • • • ::s• •• • • 00 4. EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE j SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FCR SPACING 42" AT 86' HT. 37" AT 98' HT. MAX SINGLE SIDELITE /12 SMS AT 5" FROM ENDS AND 11" O.C. MAX PRODUCT REVISED as complying with the Florida Building Code Noa-No. i7-1218.15 Expiration Date 03/20/2019 By Miam}-D / Product Control DTH 1/4' MAX. IBY WOOD B'JCK REINFORCING AS REQD. SEE SHEET 3 MAX. UNIT FRAME WIDTH SIDELITE DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING O.L.O. LEAF WIDTH 39 3/4° (SINGLE) 76° (DOUBLE) MAX. DOOR FRAME WIDTH WV 1' 6 201 AeNy, ',,' A OF • c [Nl ll lllj ra414V 8 8 a 6 8 drowinc no. W12-08 sheet 6 of 9 • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • ITEM # PART / RRQD. DESCRIPTION 1(ATERIAL MANF./SUPPLIER/REMARBS . 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-16 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-76 - 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDELJTE FRAME JAMS 6063-76 - 6 E606 - SIDEUTE SLIP ON JAMB 6063-76 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RML 8063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-76 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-78 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAO (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL GLASS) 6063-T6 - E616 • - SNAP COVER 6063-T6 - 1 7 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REOD. SIDELITE MULLION REINFORCING 6063-T6 - 1 9 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 Fe1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 F3R914S5 - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAV & ASSOC. 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DV, THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULE W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 29 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 1 - FLUSH BOLT CUP NYLON - 30 DLOI RC I - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 Dl01WB I - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" ;2/ ADAPTER FH SELF ORILLNG SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1 /4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 8035 35 - 2/ LTTE 5ET1NG BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DIIROMETEF 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By Bland -Da oduct Control i 1J\V 6 2811 \\\\1 IIItIIT7AA P'.131 N1.401:1; 70592 A OF• l( 0 N i V r a' 0 c trn 8 9 S 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" CIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOT0011 ENGAGING FRAME SILL THROW DOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF' 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC' 1/2" CIA. THROW BOLTS AT TCP 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 • / \ • •\ •• \ • \ • • • •• • TWE • • •• • • • • •• • • • • •• •• • • • • • • • • • • ••.• • •• • • • • • • • • • • • • •s: • • •• • • • • • 3-1/2" X 7-5/8" X .122" THN. EXTRUDED ALUM HINGE PART #FD-107 BY SUUNAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) • HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB / ACTIVE OPTION 47. 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. CONCF41 FD 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 INACTIVE I I • ACTIVE i PRODUCT REVISED as complying with the Florida Building Code NOa-Na. 17-1218.15 Expiration Date 03/20/2019 B Y Miami � a Product Control ra‘U J J I (/) M LAJ 3�MA Q Z m m 3 Z W o ow WCOM e-" 80 0 drawing ro. W12-08 sheet7.lof 9 �1.750-^1 -.519 h-39a I I �II�.1ao I PRODUCT REVISED a9 compIYing with the Florida r �t V J w B 4.000 .070 803 045 .803 .050 .803 .045 NOIA-No.17-1218.15 )RPORATION1 :T DEVELOPMENT MITE 220 3 (CA.N. 3688) FAX (305) 262-8978 COMP—ANL\W12 .625 ��r J f Expiration Date 03/20/2019 F L.-2.082-.1 t. 1.625 I -3. 4.031 .078 4.750 1.047 n.- 1.047 a- 1.172 BY 14 GLAZING BEAD 5/16' GLASS 0 GLAZING BEAD 7/16" CUSS 15 GLAZING BEAD INSUL GLASS _ Mlaet redact Control 0 DOOR FRAME HEAD/SILL -i I V c ' ~r1507 RI d C K m0 o a1.507J Q 60.1 0004. 4.000 f C7) LEAF TOP/BOTTOM RAIL 3.719 --.078 ,y6� oJ4., LL = cri LL o J t OI Q .'0.. Q w W f' 1.625 4.719 ^j .078 4.781 .078 1.750 1.507 '--. 7 8.250 {_1.500y s � 0 U m J J n 7.531 Cs) I � 312 ��rr .C62J LEAF WSTRIP ADAPTER M OUTSWINC ENTRANCE DOOF DOW SYSTEMS, I 80th STREET 33166 6-5299 FAX (305) 80) q 1 / ® LEAF 4200 HINGE STILE 1.507 pI 5.344 .094 1.750- 4.000 0 scaler' TOP & BOTTOM FRAME • 1.750 1 Sp7 312 aa2 •Z 3 L` • • •• . • 2.081 f-1.750-- 7n 9" BOTTOM RAIL 0U 3z m 2#• • � �J • • • I •• • • 4�1.612 Goo. 10 LEAF LOCK STILE W -1.507-41 LEAF ALIGNMENT BRACKET 750a 281 f_ • I • FRAME COVER • _ • • 5.344 3.719 078 1.574 PIj �`I if 5 F"� 125 3.781 .125 6y� description___ d m6 u o a = z NO CHANGE THIS 91CC1 UPDATED TO 2017 FRO • • • Y• • •• %/•••• 078 l r r .. • 71,• A 4-419i • • •05_ 1 1.507 1.750 2.087 II • .154-!I.4- 13 LEAF CLAMP I • • • O• S4WP COVER • n O LEAF 4,000 ASTRAGAL STILE HINGE BACK-UP PLATE - 8.281 9oco �{ 1.250 18 o p �� ,„ it o o ii • • • • • • •• •• •• r1.500- • • •I • • -.625 r1.5009 ro' 719 ."� .719 SIDEUTE MULLION REINFORCING e << m u n 1.625 4.168 I 1s�11w^111111f/jf '� _ : Si L.--� o f. f. 1 4000 • • • .078 2.097 4.000 r-' 1 1.507 .078 Z •'. A OF drawing no. 4.000 tijLiV 1 2f17 �;•.Fc '','77''1111 roP•' ��.� W12-08 O DOOR FRAME JAMB l"J SIDEUTE FRAME JAMB O SIDEUTE 9" BOTTOM FRAME ® SIDELITE SUP ON JAMB L � sheet 8 of 9 ) • • • • • • • •• • • • • • •• • • • • • • DOOR FRAME CORNER • •• • • • •• • • • • • •• •• • • • •••• • • • • • • • • • •• • JFAF CORNER SIDELITE FRAME CORNER SIDFI ITE MULL ION SI IP ON JAMB CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Da t • 3/20/2019 By Mia roduct Control tv`3 9 fi 281 - /IIIIII\ „.:• VCEN3F •.•• ' 1 (sheet 9 of 9