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WS-19-278Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -02-19-278 D a -r� -�^v-� 1-1 Permit Type: Windows/Shutters Var*kClassification: Window/Door Replacement Permit Status: Approved Issue Date: 02/08/2019 I Expiration: 08/07/2019 Location Address Parcel Number 321 NE 93 ST, Miami Shores, FL 33138 1132060136240 Contacts ELIZABETH COWEN Owner ELIZABETH COWEN Applicant 321 NE 93 ST, MIAMI SHORES, FL 33138 321 NE 93 ST, MIAMI SHORES, FL 33138 Other: 3054580120 Other: 3054580120 D. TORR GENERAL CONTRACTORS, INC Contractor SERGIO TORRES 218 NW 92 ST, MIAMI SHORES, FL 33150 Business: 3053019913 info@dtorrgc.com Mobile: 3053019913 Home: 3053019913 Other: 3053019913 Description: INSTALLATION OF 15 UNITS (DOORS AND I Valuation: $ 2,375.00 Inspection Requests: WINDOWS) NEW ADDISTION AND REPLACEMENT OF EXISTING 305-762-4949 ADDED TO WORK ORIGINAL PERMIT Total Sq Feet: 360.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $273.90 Payments Date Paid Amt Paid Total Fees $273.90 Credit Card 02/08/2019 $273.90 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above na fd contractor to do the work stated. Authorized Signature: Owner 1 Applicant / Contractor / c IN Date February 08, 2019 Page 2 of 2 10 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 []BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED FEB 0 7 2019 ( '�'Aj FBC 20 I:4 Master Permit No. Lo ` �- I ?,- 116 Sub Permit No. N S ( ci Z: "E3 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _1z) -!!l_/� qS S' City: Miami Shores County: IV Miami Dade Zip: 5 / 'i a" Folio/Parcel#: Is the Building Historically Designated: Yes NOIL Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Address:_) City: _ W A pL T Cl t CJ6&-1 SJR State: FN Zip: 33 13 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: v 10 (Cdt4ML 69A (&4A67NJPhone#: &7S -30/-f1/_3 Address: 7' / $ %V� Z - City: iUr(r State: t— L Zip: -3310'u Qualifier Name: '762 tti 4 D /6/ Qt; 5 Phone#: 3 State Certification or Registration #: C C'1 C. /ISZ / 14 Z 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ I5415" ' Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Zip: ❑ Demolition Description of Work: to lsm I Gil CA a / S u /,P n � b66fS + Mi i FA -y6 r 1j.Ek4 (d ash M ria pewee t �CE,risN� Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $, Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - �,c L -v'—"—" OWNER or AGENT The foregoing instrument was acknowledged before me this 3�D day of 3CAaV V 20 by o6cTo rl,, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: �'� Ismael A. Pabon Commission # 1313082163 "• �` Expires: Manch 13, 2021 Bonded thru Aaron Notary Print: Seal: Sign re CONTRACTOR The foregoing instrument was acknowledged before me this ,40_ day of 20 by 'i(�� who is personally known to as me or who has produced identification and who did take an oath. NOTARY P ELIC: t+��G,�% Ismael A Pabon Commission # GG082163 Expires: Manch 13, 2021 Sign: ��h �� Bonded thru Aaron Nota. Print: Seal: as APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackno dgement: Quali ier/Owner Signature Date �i—G► � p �o r'a`t ..t Print Name ••• • • • • ••• • GENERAL NOTE: - ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE WIDTH SHALL BE NOT LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24". THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE FINISHED FLOOR. - WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCT CONTROLS. - ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. �zAN U V� WINDOWS 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 ry 0 0 00 r 0 M M Z LL Q LLI Z 0'r - M �_ Z No. Revis"ssue Data PERMIT Sheet Name FLOOR PLAN Drawn by Sheet J. REY 1 Date 06/2212018 scale 1/4"= 1' �36"� O co QTY= 2 FIXED WINDOW 550 L.M.I. N.O.A. 17-1011.20 QTY= 1 CASEMENT WINDOW 500 L.M.I. N.O.A. 17-1011.22 704.. 01 a cv I O O QTY= 3 QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 N.O.A. 17-1102.23 ....... . .. .. •• • • • • •.. • • • . . . • • • • • 00: • • :00 • • • • • • ••• • • • • ••• • 111" O QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 105" O QTY= 2 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 f - 7611 1 1 00 O QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 106" O QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 *UNITY W D OWS, 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 / 0 00 Q M co I � 00 O QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 106" O QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 17-1102.23 *UNITY W D OWS, 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 0 0 00 Q M co z Q Lu w Z 0 N= C7 0 Q� Z No. P—isionnvue one PERMIT Sheet Nemo WINDOW ELEVATION D. -by Sh" J. REY 2 Date 01/16/2019 S.I. 3/4" = 1' 120" O QTY= 2 SLIDING GLASS DOORS 700 LMI N.O.A. 18-0129.13 •• ••• • so • • • •• ° a � 0 Q� Z O QTY= 2 SLIDING GLASS DOORS 700 LMI N.O.A. 18-0129.13 ••• • • • • ••• • �-- 39" ---T O O O QTY= 1 FRENCH DOOR 600 L.M.I N.O.A. 18-0319.13 *UNITY , IN- D OW' SI 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 •• ••• • • • • • • •• Z W IX z O N 2 M 0 Q� Z ••• • • • • ••• • �-- 39" ---T O O O QTY= 1 FRENCH DOOR 600 L.M.I N.O.A. 18-0319.13 *UNITY , IN- D OW' SI 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 0 O 00 Q M V_ M Z W IX z O N 2 M 0 Q� Z Ne. ReNw-W.ae Date PERMIT Sheet Name DOOR ELEVATION Drawn by Sheet J. REY 3 Date 01/16/2019 Scale 3/4" = 1' t NOTE . DESIGN WIND PRESSURES (P.S.F.) WERE TAKEN FROM A MASTER PERMIT PLAN. # RC -4-18-1107 ....... •• • • WINDOWSAND DOORS .. ••• • OPENING DESCRIPTION a) w MANUF. DESIGN WIND TESTED WINDOW N.O.A. OCN N (n M GLASS TINT FRAME COLOR PANEL STYLE WIDTH HEIGHT /MODEL PRESSURE(P.S.F.) PRESSURE(P.S.F.) A ALUMINUM FIXED CASEMENT LAM. CLEAR WHITE O 36" 18" ECO WINDOWS +40.10 +70 17-1011.20 4 WINDOW IMPACT RESISTANT Stele N/A SERIES 550 -43.50 -75 B ALUMINUM CASEMENT LAM. CLEAR WHITE XL 36" 48" ECO WINDOWS +40.10 +70 17-1011.22 WINDOW IMPACT RESISTANT SERIES 500 -43.50 -75 C HORIZONTAL ROLLING LAM. CLEAR WHITE XOX 111" 48" ECO WINDOWS +36.70 +70 17-1102.23 WINDOW IMPACT RESISTANT 16a SERIES 200 -38.06 -80 E HORIZONTAL ROLLING LAM. CLEAR WHITE XOX 76" 48" ECO WINDOWS +26.17 +70 17-1102.23 WINDOW IMPACT RESISTANT SERIES 200 -38.06 -80 F HORIZONTAL ROLLINGECO LAM. CLEAR WHITE XO 36" 373 " WINDOWS +40.10 +70 17-1102.23 WINDOW IMPACT RESISTANT SERIES 200 -46.89 -80 G HORIZONTAL ROLLING LAM. CLEAR WHITE XO 704" SERIES 38" ECO WINDOWS +38.40 +70 17-1102.23 WINDOW IMPACT RESISTANT 200 -51.99 -80 H HORIZONTAL ROLLING„ LAM CLEAR WHITE XOX 105" 61 2" ECO WINDOWS +36.70 +70 17-1102.23 WINDOW IMPACT RESISTANT SERIES 200 -50.30 -80 3 HORIZONTAL ROLLING LAM. CLEAR WHITE XOX 106" 61 ECO WINDOWS +36.70 +70 17-1102.23 WINDOW IMPACT RESISTANT 16 SERIES 200 -40.10 -80 1 SLIDING GLASS DOOR 7„ LAM. CLEAR WHITE OXXO 120" 80" ECO WINDOWS +35.00 +70 18-0129.13 IMPACT RESISTANT Ts SERIES 700 -36.10 -80 2 ALUMINUM FRENCH DOOR LAM. CLEAR WHITE X 39" 80" ECO WINDOWS +36.70 +70 18-0319.13 IMPACT RESISTANT 1s SERIES 600 -41.80 -75 NOTE . DESIGN WIND PRESSURES (P.S.F.) WERE TAKEN FROM A MASTER PERMIT PLAN. # RC -4-18-1107 ....... •• • • . • • .. ••• • M Z LL a) w W W Z OCN N (n M ••• • • • • ••• • 4WUNI-sr WINDOW 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 w O O °0 Q M M Z LL a) w W W Z OCN N (n M Q Z � No. Fl-- lssae Dale PERMIT Sheat Name WINDOW AND DOOR SCHEDULE Drawn by sheet J. REY 4 Dale 01n6/2019 Stele N/A MIAMI•DADE MIAMI-DADE COUNTY LWAUAM PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 100 Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, 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 MAR 15, 2018, 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. MSI SILE 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. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. 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 shalt ke prUvi$eO tp the, pr ty. he manufacturer or its distributors and shall be available for inspection at the job site at the request of tNe 131ii?ditig Oficial. This NOA revises NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. 000 •.• ; 0 • • ... The submitted documentation was reviewed byIshaq L Cbinoa; PSE+ • • "' • • • NOA No. 18-0319.13 MIAMI•DADE COUNTY _Expiration Date: March 20, 2019, • • • . . • • 1- Approval Date: May 10, 2018 `1� Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5t1 Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 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 #15-0603.13, e! pirin*4 03/Z0/=9,0, ; • • • 2. Test proposal, dated 10/14/11 and 02-21-f I approded by'PERA. I 4tivt-L .. ... Is aq I. Chanda, P.E. •. . ; . . Product Control Examiner • NOA No. 18-0319.13 • "' • •. • Expiration Date: March 20, 2019 Approval Date: May 10, 2018 • • E•1 . ... . ... . . . ... . ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, 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 MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (60h Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file 417-1102.18) 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. (Former E.I. DuPont DE Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) 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 5` Edition (2014) and FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. • .. . •. 0:0 . Is aq I. Chanda, P.E. :• : ; . •�: .'. Product Control Examiner :. ' ' • • • • : : NOA No. 18-0319.13 ' "' • • • •' Expiration Date: March 20, 2019 Approval Date: May 10, 2018 •�• E-2 . .•• . (SERIES 600 •' fALUMINUM OUTSWING ENTRANCE DOOR) SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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 APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS.•SPECIfl:D• EMBEGMEWT JO BeSE MATERIAL SHALL BE BEYOND WALL DRESSING 0R STIWCLQ: A LOAD DURATION INCREASE IS USED IN DESCN W.AMgM.OIRS-AdeWOQQ ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO•STlF.WMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMC4R MITERIALS LHpLI. MEET -1}11E, REQUIREMENTS OF THE 2017 FLORIDA BLI)Ot CQDE .& ggb,rEp JTANOAR S: THIS PRODUCT APPROVAL IS GENERIC AND*DOES •NOT •4WIAQE! INFCWANt# 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 :0 BE•. A:,64:YZT APAR&ELY, AND TO BE REVIEWED BY BUILDING OFFICIAL* :•'•= �•••: .. 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB �By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS a. Lu SILICONE Z m DOWSIL 899 26 on GLASS TYPE 'G1' 1/8" TEMP. GLASS ,5/16" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB �By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOWSIL 899 0 w GLASS TYPE '132' 1/8" HEAT STREWD. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS SILICONE DOWSIL 899 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY, NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS CARDINAL XL EDGE SPACER ST. STEEL i i 35 � SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS PRODUC f REVIS" so cOMptytai; wits, tk FW11& haidina Cede AsUptaaceN, 1 -03/9•/3 rapira iat1 Qate M 4 201 ii�Mt4� C M `��t111111t��/ \,%GENSsp AEo1018'�` o U� U --� N Z c 3 0I.- � W C4 a � I (( N a- a w m Op` MO O WN O vHh L% G ui q p� p '-- M C paco.°� �Oy U1 IN In 0 f0 ii Q'Z� Q W D W N Z N . o i O2 a is 0 Q waif � N J01 a'J C> m 00 cc 00 U G M W z ~ w � W L: } tr z (n 3 � rn ~� N C) 00 M .u0 00_ m a Z au 3 z 0 g J w Q �NLLJ J w Lj 00 F (sheet 1 of 9 )1 V0 U Li 39 3/4" MAX. 76" MAX. 37 3/16" MAX. o FRAME WIDTH FRAME WIDTH FRAME WIDTH N Z �3 HEAD & SILL ANCHORS 0 h r - AT STILE ENDS Z CID N zz 12" (4) AT 3" O.C. 12" 12" j� w m 1 5" MAX. MAX. MAX, cl 0- 5" MAX. HEAD 5MAX." MAX HEAD Q: p 6 6 m HEAD/SILL A Flu A� HEAD/SILL A SILL HEAD/SILL F SILL 0 w N` U CORNERS CORNERS IL N CORNERS i' �� dot IL O �Hh V �w� >m m 00 0 tL D C I / II II C---t1�-- --ij ---- � W N Z C / E LOCK OPTIONS I i J Z 0 Q J / I I #1 OR #2 = H Q W Of 1W - II (OPTION 2 SHOWN) r II/ SEE SHEET 7.1 =7.1x /I x = / II FOR DESCRIPTION � _Lu � c� , a N = a 10DC� o 0 I,/, w w m = d , lI m 0 OD x M 2 n 0 I I // 00 x M LL C4 = Q Ono O ' J I/ = Q .J.� J LL cy) co a °' ao----JJ----- x w ---- Ir----- o aO ----7�----- m II o IILAJ \ I I I• cV ¢ w I Ic5 Lon II II Z W M II \ II I II � ~ 0(O II \CD II II (/7 rn /CB II \ II G o O o� � cl 10 \ ¢ Z }L mm ACTIVE _ I � 3 Z W M Nin LLJ -i N O 0o 0 m w Z SURFACE APPLIED 2 Z N W 00 F SURFACE APPLIED z SURFACE APPLIED 32 3 4" a FALSE MUNTINS OR 26 15/16" a ir FALSE MUNTINS OR 26 15/16" 26 15/16" a 0 FALSE MUNTINS OR / _ io -' DECORATIVE GRILL D.L. OPG. D.L. OPG. 'O S DECORATIVE GRILL D.L. OPG. `O - DECORATIVE GRILL D.L. OPG. U MAY BE USED MAY BE USED MAY BE USED 37" MAX. 37" MAX. LEAF WIDTH z U z U rd LEAF WIDTH s m w m w (x) (XX) (o) . f U O n STAND ALONE SINGLE SIDELITE .21- 0 o w SEE SHEET 3 FOR CAPACITY U a W a L Q Q U O) Zi a !ii a O m D m D z 90DUC i REVISED ae with the F7orids H�pgeg �YdB <O N N Ol to ./� N O O O A eee N0 m o 0 0 o • • • • • • • • • W-RdAuka Dolt -442-94 � C ¢ m U o w • •• • • • • ••• • p.�� Ffpftd c"" GLASS DIM. D"S. ` p�/ _ D.L.O. HEIGHT = FRAME HEIGHT - 11.125" �,10EIVSF'�® �: n p D.L.Q. 400TH (X f)OORS) �'PJR'�`� WIDTH - 12.813" o 'a DLO. dDTH (XX: DOORS (FIA�IE WIDTH - 22.125")/2 _ O 70592 _ m :• _ • • - v v v NOTE: 5%� �; GLASS CAPACITIES ON THIS SHEET ARE 0 '•• s TE CI 0IS. drawing no. NQI� ... BASED ON ASTM E1300-09 (3 SEC. GUSTS) W� 2-0$ EGRESS RE I EN S 1� B� REVIEWED 'i BY:BU • a f FI IAI • DECLARATORY BUILDING NT DCA05 I DEC -219 ... . . 0 •.• • • �//lllllll� sheet 2 Of 9 DOORS LOAD CAPACITY -PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4" 37" 98" 70.0 75.0 ,; DOORS LOAD CAPACITY -PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT (+) INT.(-) 76" 37" 98" 70.0 75.0 C 1 LOCK OPTK)NS / u #1 OR #2 \ (OPTION 2 SHpW __�---- SEE SHEET x = c� FOR DESCRIPTI0�1 a0 i n a � li CO J /CB II INACTIVE INN ACTIVE DOORS LOAD CAPACITY -PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT (+) INT.(-) 76" 37" 98" 70.0 75.0 0 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 1 63.3 63.3 57.8 57.8 53.1 53.1 1 52.4 52.4 REINFORCING AS REOD. SEE CHART 39-3/4" MAX. (SINGLE) WIDTH 1 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.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" .• •.. • . . .. .. ... . . ... . • • • • • • • • • • • . . .. . . . . . . . .... ....... • . . . . . . . . . . . .. .. . . . .. .. a i c 14R" MAX_ 2 DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 1 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42' 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 1 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS REOD. SEE CHART 39-3/4" MAX. (SINGLE) WIDTH 1 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.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" .• •.. • . . .. .. ... . . ... . • • • • • • • • • • • . . .. . . . . . . . .... ....... • . . . . . . . . . . . .. .. . . . .. .. a i c 14R" MAX_ 2 I I I I I I I I / II ---JL__-- ----Ifi---- II II II 11 ---t17- I II E II \ /I _ Iy ((XI \ w Q I� O 0 ' ' �1/ I ' I I �/ I I I I 00 M ��' °o 2// n a 0 00 - - - - - - - - - Fu- Ti II \ II n II I I \ II LO K OPO S I I I II I I I\ II I I I 1 (OIITJPON OR/#2 1 S 0 ) II II \ I I I I SE SHEET .1 FpZ DESCRI TIO I I I I I I - INACTIVE ACTIVE ' - \ SURFACE APPLIED FALSE MUNTINS OR -/ DECORATIVE GRILL MAY BE USED 32 3/4" D.L. OPG. SIDELITE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" -j 2615/16" D.L. OPG. D.L. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 QRODUC C REVIEW ar complyiag with the Fla" building Credo AoceptsaceNo Etpirmtha Wte � q Cete�i! _ Ln m Q V) mOf Qz ` �O U `�111111111/t�' CEN* y 70532 _ 20 D T OF V� U w co 0 I N Z �� 3 0 Z/ H M N Q W I Q: 006 0 0 L j N X uj IIx t] t: LL 0 Of0>m O 0 aco 0 NNS Q '�z- N W D U. N ZVI - O _ a.� a0a Q W Off F H .-� N J iI) d. J 0 C) ao Lu Z I j M z (n N (D -c � a, ~ 3 N C) 00 r`1 0 ao J Ln m J¢ Z_ 3 0 C) Z M J w O 0LLI -i 0 W LSI oo (n z W0 !-ZU L m m m = 0 a o n m W W Z a W a W x r r a 21 a o W _ m m z N O I N Q o u a � 6 Y 2 • U drawing no. W12-08 sheet 3 of 9 9/16" MIN. THROW BOLT EDGE DIST. PENETRATION 1 25 I I I g I I I I O 33 I I I I I I Ir '1 0 1/2" MIN. THROW BOLT PENETRATION I I rL4 I I I I I I I 1 I I I I i I I I I I I J v EDGE DIST. TYPICAL ANCHORS EDGE DI SEE ELEVATIONS FOR SPACING a e 'a w a. o V) 1 rwr N W GLAZING OPTIONS SEE SHEET 1 PROPERLY SECURED 2BY WOOD BUCK 1BY WOOD BUCK OR WOOD STRUCTURE EDGE DIST. SEE NOTE SHEET 1 METAL EDGE EDGE DIST. STRUCTURE d d I w U U a s cr N O N O N w a w a• 2 N w V) W VI TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING IBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS FAUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Ir 0 w X W r--------- ----------� j I MIAMI—DADE COUNTY APPROVED I j I CLIPPED MULLION I II SEE SEPARATE N A II II II 'HORS IONS FOR SPACING QitODUC lt"' F&�tira as'moplyi S with tbe �IlidtnE Cod• e , AecePb'nce No F 1 �_ce� �e- DOOR DETAILS U w co 0 I N Z cpc j 0'. co Q W Q N I a- 0 o ILN xx to uirln 0' 0 m o 0 aoQ oA o�y 1i � ZD N LLZN -o J OWQ Q w0M)� N Jto0::J CD ro 0 LO W z fn w w w >- QD En 3 V) co 0 0' to 000-1 - Z 00 00 3 z} a 40 J M W moo., U Lr)w N W 00 cn to W U zU 2 m m = p O n N O U O N N 0! N = r a P O w cr W W W W Q m a a U v (L o ¢ m Z) z O t0 N N 6 p N 0 0 0 v, 000 P®VxGEN�V 0592 — A t t 2018 — t • L N � U TE OF drawing no. �i� � ' .'c4 6210P,.•' p�� W 12-08 sheet 4 of 9 .TYP_ CAI L ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO'(Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY 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) X14 SMS OR` SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) 2 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE •• ••• 1 �'� •• ••� ; ; ; ; ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) _•; ; ; ;'; •. STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • * C49.: • • • • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANT •• ••• ;•: •.• :•:INTO CONCRETE AND MASONRY = 2-1/2" MIN. . .•. ••• •••INTO WOOD STRUCTURE = 1" MIN. ••.. 0. �•• INTO METAL STRUCTURE = 3/4" MIN. TYPICAL ANCHORS SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. FOR SPAGING 0:0 ; : CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. :•: : : C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. . .. ... . .. . . 0% .. . . . . . . Ir 0 w X W r--------- ----------� j I MIAMI—DADE COUNTY APPROVED I j I CLIPPED MULLION I II SEE SEPARATE N A II II II 'HORS IONS FOR SPACING QitODUC lt"' F&�tira as'moplyi S with tbe �IlidtnE Cod• e , AecePb'nce No F 1 �_ce� �e- DOOR DETAILS U w co 0 I N Z cpc j 0'. co Q W Q N I a- 0 o ILN xx to uirln 0' 0 m o 0 aoQ oA o�y 1i � ZD N LLZN -o J OWQ Q w0M)� N Jto0::J CD ro 0 LO W z fn w w w >- QD En 3 V) co 0 0' to 000-1 - Z 00 00 3 z} a 40 J M W moo., U Lr)w N W 00 cn to W U zU 2 m m = p O n N O U O N N 0! N = r a P O w cr W W W W Q m a a U v (L o ¢ m Z) z O t0 N N 6 p N 0 0 0 v, 000 P®VxGEN�V 0592 — A t t 2018 — t • L N � U TE OF drawing no. �i� � ' .'c4 6210P,.•' p�� W 12-08 sheet 4 of 9 u 1/4- MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING _N D Lu 0 0 Lu METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL FOR CONCEALED FLUSH BOLTS O 1/4" MAX. LEVERS AT STILE FACE -\ SHIM ACTIVE LEAF EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH 1 B %. WOOD BUCK v. v � .N TYPICAL ANCHORS SEE ELEV. FOR SPACING o 'O v. LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 1/4" MAX. 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY ACTIVE LEAF DOOR DETAILS PRODUC f MUM as complying with the F1e" Balding Cede Acceptance No G 315 - 13 Erpiratiap Date '�-o l � QRS k: GEN8Ik .705 2 ' mn 20181 = T Of �i� OR ��1I.it%\\\ r\ O U w 00 0 I N OD O Z 0� r F q m a W I QN IL �iF 2 �.' 00` m o J N W N J% U. v 0 W W M 0 m 0 paco.� yy� s0 Q :z� o a WALL a � rn - W of a 00 Q W .-. N J � o:J co C> co 100 V G M W v E 3 V) co rn ~ N O0 00 0 �- m a _Z u- o0 0 azo 0 O LLJ BE W ago m W � W U N U r c�a� N¢ 0 0 d W � 0 _ U Z U a x a r a U < m oNi Zi o Zi a a z c y N A n (O Q �O N N Ol ifl Q N O O O •- N o 0 0= o q) Q m U O W N � i i m � o n O Y drawing no. W12-08 sheet 5 of 9 I cu DOOR DETAILS PRODUC f MUM as complying with the F1e" Balding Cede Acceptance No G 315 - 13 Erpiratiap Date '�-o l � QRS k: GEN8Ik .705 2 ' mn 20181 = T Of �i� OR ��1I.it%\\\ r\ O U w 00 0 I N OD O Z 0� r F q m a W I QN IL �iF 2 �.' 00` m o J N W N J% U. v 0 W W M 0 m 0 paco.� yy� s0 Q :z� o a WALL a � rn - W of a 00 Q W .-. N J � o:J co C> co 100 V G M W v E 3 V) co rn ~ N O0 00 0 �- m a _Z u- o0 0 azo 0 O LLJ BE W ago m W � W U N U r c�a� N¢ 0 0 d W � 0 _ U Z U a x a r a U < m oNi Zi o Zi a a z c y N A n (O Q �O N N Ol ifl Q N O O O •- N o 0 0= o q) Q m U O W N � i i m � o n O Y drawing no. W12-08 sheet 5 of 9 t } a a TYPICAL ANCHORS L1/.T ^Mc 1/4- MAX. O 1/4- MAX. SHIM 5 SHIM 1BY TYPICAL ANCHORS .WOOD BUCK SEE ELEV. . FOR SPACING 16 •l -77 v v w Q TYPICAL ANCHORS SEE ELEV. w o FOR SPACING �w 14 EXTERIOR 14 D.L.O. METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH DNS • . . REINFORCING • O 12 SMS H � O 18 ASR SEE SHEET 3 1/4" MAX. AT 5" FROM ENDS SHIM AND 11 " O.C. MAX. • • • . • 5 6 3 �.. 16 I I 16 I 26 13 '. _.. _.._.. .._.._. _ I I 0 TYPICAL ANCHORSuj — Luj SEE ELEV. FOR SPACING uJ 3 23 14 15 25 14 D.L.O. 19 9 EXTERIOR LEAF WIDTH 39 3/4" (SINGLE) SIDELITE WIDTH 76" (DOUBLE) TYPICAL AKWORS • . . . • • • • SEE ELEVATIONS: FOR SPACI • • • • • • . • • MAX. DOOR FRAME WIDTH D.L.O. V° U w co I N Z M 3 0 ZM/ N a W Qf el IL a a � 0 oN�0 o WN Li O�u',m v�w'.11 O'MOrrM 8 0 n.ca .� 0 NES O Q W j'i 'i -02 -- o -02 Q W m F N J L0 CJ 00 0 0000 0 Z G M } L. z (n F— ca 3 � rn r- M N C) O0 tf) coI _j to Z 00 C) Z p to J M N 0 p� N W 00m N 2 _ m L) N v g o � CL w o Or = W W Z U a a w a Zi oZi a �Zwm MAX. UNIT FRAME WIDTH pRODUC f REYWO10EW��' \\ vs Implying with the Ptor�® �� "� iie {feeding �isd4 o n r aeeeptasee No i Q 31 • ! 3 — .70592 '^ El,pirat w Dole—% _ _ -9 a X2018 L c.«1 T ng no. OF � .�� drawi • r� Q �i 'cC IOP`.•' �O`�; W12-08 SIDELITE DETAILS®111�\\\`\\ sheet 6 of g i .. ... . . . . . . . • •• • • • • ••• • •• ••• • • ••• • .. . . . .... .. :90 *00 000 000 ••• • • • • ••• • • E601 — DOOR FRAME HEAD/SILL 6063—T6 — 2 E602 • . • • • • . • . • . •. .. • . . •. •. 6063—T6 — 4A E626 — SIDELITE 9" BOTTOM FRAME 6063—T6 ITEM PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 — DOOR FRAME HEAD/SILL 6063—T6 — 2 E602 — FRAME COVER 6063—T6 — 3 E603 — DOOR FRAME JAMB 6063—T6 — 4 E604 — SIDELITE TOP & BOTTOM FRAME 6063—T6 — 4A E626 — SIDELITE 9" BOTTOM FRAME 6063—T6 — 5 E605 — SIDELITE FRAME JAMB 6063—T6 — 6 E606 — SIDELITE SLIP ON JAMB 6063—T6 — 7 E607 — LEAF TOP & BOTTOM RAIL 6063—T6 — 7A E625 — LEAF 9" BOTTOM RAIL 6063—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—T6 4-1/4" LONG 13A E613 — HINGE BACK—UP PLATE 6063—T6 12" LONG 14 E614 — GLAZING BEAD (5/16" LAM. GLASS) 6063—T6 — 14A E109 — GLAZING BEAD (7/16" LAM. GLASS) 6063—T6 — 15 E615 — GLAZING BEAD (INSUL. GLASS) 6063—T6 — 16 E616 — SNAP COVER 6063—T6 — 17 E613 — BOLT SUPPORT 6063—T6 NOT SHOWN 18 — AS REQD. SIDELITE MULLION REINFORCING 6063—T6 — 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F61202 — FLUSH BOLT LEVER — SULLIVAN & ASSOC. 21 FBR914SS — CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS — — 23 #12 X 3/4" — HINGE INSTALLATION FASTENERS — FH SMS 24 — — 3/8" DIA. THREADED ROD STEEL — 25 W11323 — PILE W'STRIPPING WOOL ULTRAFAB 26 E20618—KN-3020 — BULB W'STRIPPING SANTOPRENE EPDM 27 E206 — GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 — — GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 — FLUSH BOLT CUP NYLON — 30 DL01RC — BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB — WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS I — — 34 1 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM IAT 6" FROM EACH END, DUROMETER 80±5 35 —1 2/ UTE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM IAT 6" FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODUCrRErIM as complying with t4 FAMW balding code AoceptieceNo It 702ti. 13 Espirad" Date19 d lS t. .�� bwl& 6Midr Prodaet coned �1111111I�� .. ENs� / .7 592 _ 5 2011 T E OF P f� o 0 0 I N Z M °r° pZ m Hc) W CIO, a I IL O W N M O 0 h v p ui •.i of0—m 0 0CL0gA 0 HHS Q �z� N W lL i^p z- o O2 J OmQ j Q w0i .-. N J 'n C) OD 0 z LJJ ro Li LLj � }w of z N co ~! +�+� N =o 00 �`� �n CO J Z (��, 00 Z" J 32 W o0 Cw w L1J 00 M (sheet 7 of 9 1 i LOCKS: OPTION i1: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS 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" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM HINGES: ••• I I / I I / / I t S U m t W O m n = N / I I C / I •• / I ••• • a O I O W I cl C U I o W a W s< o W z ¢ v \ I \ • I ••• • I Etpiratrrr D�ate�1 \9 W ACTIVE m HINGES: 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HING PART #FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION J2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS ••• I I • I / \ S U m t W O m n = N C K • •• • • • • ••• • a O m O W as wmptyiag witY tYe Fieei/t bwming hod• Amepumce No j�r_ �. cl C U W a o W a W s< o W z ¢ v II \ • ••• • O Etpiratrrr D�ate�1 \9 W ACTNE m :3z t� a • • • • • • • • • • • . % • • • • . QL01" •� Or • • • • ••• • • ``111111111///� \��p®... A •. ' �1GENSj ' 4D \ M I } •• • • • [========lNACTlVE\ • • • • • •• •• 0 • 0 00 00 ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HING PART #FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION J2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS •• E ••• • • • • I / \ S U m t W O m n = N C K • •• • • • • ••• • a O m O W as wmptyiag witY tYe Fieei/t bwming hod• Amepumce No j�r_ �. cl C U W a o W a W s< o W z ¢ v •• ••• • • ••• • O Etpiratrrr D�ate�1 \9 W ACTNE m •• E ••• • • • • • •• / \ S U m t W O m n = N C K • •• • • • • ••• • a O m O W as wmptyiag witY tYe Fieei/t bwming hod• Amepumce No j�r_ �. cl C U W a o W a W s< o W z ¢ v •• ••• • • ••• • O Etpiratrrr D�ate�1 W D m :3z t� a • • • • • • • • • • • . % • • • • . 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Dnp a O m O W as wmptyiag witY tYe Fieei/t bwming hod• Amepumce No j�r_ �. cl C U W a o W a W s< o W z ¢ v a O Etpiratrrr D�ate�1 W D m :3z t� a .pja&-ft-e� N C2 QL01" •� ``111111111///� \��p®... A •. ' �1GENSj ' 4D n M O �¢ A ' 922018: I O to M ~ L O N drawing no �® T OF �Lp�` ORI Wl 2-08 //�11ij..��`11`\� (sheet 7.1of 9 I '.E El} DOOR FRAME HEAD/SILL 4.000 O SIDELITE TOP & BOTTOM FRAME 078 '329 v. FRAME COVER -I r. 687 .050 1.197 154i�- SNAP COVER 1.500 4.000 078 1.750-1 078 4.031 I 1 1 4.750 i x.519 .803 1.045 1.047 F �- .394 .803 .050 1.047 1.047 .130 803 .045 1.172 F�- to GLAZING BEAD I 14A GLAZING BEAD I is GLAZING BEAD 5/16• GLASS 7/16" GLASS INSUL. GLASS 1.507 -� 7 LEAF TOP/BOTTOM RAIL ?5 4.719 078 1.750 1.507 7. 4.000 9 LEAF HINGE STILE 5.344 4.000 2.081 1.507 11 1.750 .078 LEAF LOCK STILE 5.344 F-.078 1.750 I� -- 4.000 LEAF ASTRAGAL STILE 7 1.507 2.081 7 2.097 DOOR FRAME JAMB .078 4.000 •• •• • • •• • ••1.50.1 • ••• • • • • ••• • 4A SIDELITE FIRANj�•,,I ; ;. .: SIDELITE 9" BOTTOM FRAME .078 8.250 9" BOTTOM RAIL U° U 00 w 0 I N 0 / a � w I Q a a a 00 o d j N X ct 0 �Nm O� WO o 0 aco j 0 a LL'I m v 0 QWnLLa �Zy -o sJ 004 -1 Q W m H N 1.500 J 01 312 J 0 0000 0 -d' w � ui .062 T W w Inw 8 8 LEAF W'STRIP ADAPTER z � N 3 rn .094 =o p 01) .312 .442 � Z � C, 3 zr o 1.584 N - M 12 w W 00� Wu LEAF ALIGNMENT BRACKET �{ 750N .281 �{ 375 b0Li W W w m W N N N W n .125 o 0 1.574 .125 3.781 as~~~N~ W W W o W � z z ~ z Q 0 w U U UQ 00 0 o a 0 z z z m z 13LEAF CLAMP �o HINGE BACK-UP PLATE N N r O 2 1D N cV 01 I[1 { 1.250 jam- 18 > - 0 0 0 a 0 o o o � o •719 SIDELITE MULLION REINFORCING d C¢ m U o W \��11111111//// �J N t,1GENSF ODUC REY6 o M ~ 4.188 1K emplrin with the FbAft _ . 70592 a boding C� - - r d a AkepfMce No - 13 = = 0 3 t 078 K► > NAR 201 ! OF drawing no. W 12-08 6 SIDELITE SLIP ON JAMB ////11111111��\\\\` sheet 8 of D9 8. .625 1.500 • •• •719 •• • • • • ••• •• •• • • • • • 7 2.097 DOOR FRAME JAMB .078 4.000 •• •• • • •• • ••1.50.1 • ••• • • • • ••• • 4A SIDELITE FIRANj�•,,I ; ;. .: SIDELITE 9" BOTTOM FRAME .078 8.250 9" BOTTOM RAIL U° U 00 w 0 I N 0 / a � w I Q a a a 00 o d j N X ct 0 �Nm O� WO o 0 aco j 0 a LL'I m v 0 QWnLLa �Zy -o sJ 004 -1 Q W m H N 1.500 J 01 312 J 0 0000 0 -d' w � ui .062 T W w Inw 8 8 LEAF W'STRIP ADAPTER z � N 3 rn .094 =o p 01) .312 .442 � Z � C, 3 zr o 1.584 N - M 12 w W 00� Wu LEAF ALIGNMENT BRACKET �{ 750N .281 �{ 375 b0Li W W w m W N N N W n .125 o 0 1.574 .125 3.781 as~~~N~ W W W o W � z z ~ z Q 0 w U U UQ 00 0 o a 0 z z z m z 13LEAF CLAMP �o HINGE BACK-UP PLATE N N r O 2 1D N cV 01 I[1 { 1.250 jam- 18 > - 0 0 0 a 0 o o o � o •719 SIDELITE MULLION REINFORCING d C¢ m U o W \��11111111//// �J N t,1GENSF ODUC REY6 o M ~ 4.188 1K emplrin with the FbAft _ . 70592 a boding C� - - r d a AkepfMce No - 13 = = 0 3 t 078 K► > NAR 201 ! OF drawing no. W 12-08 6 SIDELITE SLIP ON JAMB ////11111111��\\\\` sheet 8 of D9 Vo 22 22LU v 22 o N Z M m O Z CO z a W N m / VoWm p� 0 m o p aca z I� WW_ -0 c�c°o Q W 01 1- C14 J LO C) J m o ro 0 U G M UVVR rRNNIG I.VRIVGR W ~ Z � W C7 rn SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER o oto 04 a Z 00 ao 0 azo 04 J M Of O�U w L, W cc)m LEAF CORNER .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . r N W .n O V n N C = a N F- O OitODUC i REYi&EY , a W o W r *r twmplying Wilk owj%" i k cp. f a W O$ binding Cede u a v a a v Aceeptarace No I &-4314.1 3 aNcr i Z ix EL Z E�plratiea Arte MAS �ZO (5 iRF P P� P Ce"d fn NN_ I� m 0 N 111 N N 6 N • p 0 0 0 N 10 W m °i � ri O O O o 0 Q m U O W \GENgF' ' o n .7' 2 A- ° 1018 t ::�` S7 E OF drawing no. < , ��.� ROP'...�°�� W12-08 AL sheet g of g MIAMI -RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv 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:_ Series "Eco -Guard 50010utswing_Aluminum_ ,Casement Window –L.M.f) 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 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. MiS—SlIX IMPACT RATING: Large and Small Missile Impact Resistan 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. 0 so This NOA revises NOA No. 15-0406.10 and consists of this p*fge l:alJ;vtd0pcp pages E-1 and Fr2, as well as approval document mentioned above. 0 00 • • • • • • "' The submitted documentation was reviewed by SifangdThad,T. E" ' ' ' • • MIAMFDADE COUNTY • • • • • • _ 00 NOA No. 17-1011.22 �tl Uveas t�f/� f �pi7 k'iipisation Date: May 19,2021_ 1 •• • • • • r • • • ; • ; .. ' .'-Apend'val Date: December 21,2017 - Page 1 Or 0:0 . . . . . . . . . . . .. .. . . . .. . . 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 Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th 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 Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E ..... . . . .. .. . . .. . . . . Z Sifang Zhao, P. E. Product Control Examiner • • • • • "'0, NOA No. 17-1011.22 • • 0pi4t$n Date: May 19, 2021 • • • ; • • .. • App1-0al'Aate: December 21,2017 E-1 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTnin])l 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 Eco Window Systems, LLC for their Series "Eco -Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 07/02/15 and expiring on.Q54LW21.. .. *: : .: -5; lei, 0,4 4W • Sifang Zhao, P. E. Product Control Examiner • • • • • •' ; . NOA No. 17-1011.22 • VApirl4n Date: May 19, 2021 * A 17 La E �2 ;' : • • � • � PP v PDIte: December 21,2017 . . . . . . . . . . . .. .. . . . .. .. Ebb - 6biRRE SERIES -500 ALUMINUMOUTSWING CASEMENT WINDOW 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 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). 1 B 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 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. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. a M z cn a \ o LO 1/8" HEAT STREN'D. GLASS .090" Interlayer \\Trosifol PVB By 'kuraray America, Inc.' V-1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 1/8- TEMP. GLASS 3/8" AIR SPACE to r MAXIMUM DESIGN LOAD RATING- =--+-7-0.0 T PSF' (FOR SIZES SHOWN OR SMALLER) L 75.0 _PSF 1 1/8" HEAT STREN'D. GLASS .090" Interlayer PVB �Trosifol By 'kuraray America, Inc.' r-1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS 19 ALL SIZES SETTING BLOCKS AT 1NSUL LAM. GLASS NOTCH GLAZING BEAD LEG GLASS TYPE A • • • GLASS TYPE AA' TO CLEAR BLOCKS . • . • • :GLA22NG 01MONS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED � � a n Z CO J w 37' 35" VENT WIDTH 29 3/8" D.L. OPG. 12' MAX. HEAD SILL TYPICAL ELEVATION 3/16' HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB �_By 'kuraray America, Inc.' 6" HEAT STREN'D. GLASS M 6 POINT LOCK 7" MAX. LOCKING POINTS EAD/SILL SEE CHART CORNERS NO. OF WDW. HEIGHT KEEPERS UPTO AT SASH 26' 2 38-3/8" 3 50-5/8- 4 63' 1 5 76" 1 6 O :M w 0 I Z M m 3 h J G Z a aLu 2 N a OM 0 0 j IL E N o µl 0 UR v M O'O0M o 0 IL 0 O a �=LL L6zN _j QwR)!R O U rn J Ln J LO Do o w 3 U) � o W W CQ) } d' U) ul � c� yy N S 00 Ln Ln Z opo 3 z o CCJ o O 00 I WLj aod V) a m ri �' s000 I I N :I O � ~ O O v ori v` v drawing no. W1 1-05 sheet 1 of 6 SILICONE NOTE: DOW CORNING 899 GLASS CAPACITIES ON THIS SHEET ARE z N BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION `�- � 9 DECLARATORY STATEMENT DCA05—DEC-219 38 I II i \\\ltllfllfil /�/ I `�\ ® A� � ,jCEndeM a s Kt:ADUCt' REVISED \�� LLJ I I -jai 12 1- GLASS TYPE 'B' i+ftnti 1j Frt�cl ft Cc ?trr+ E OF O :M w 0 I Z M m 3 h J G Z a aLu 2 N a OM 0 0 j IL E N o µl 0 UR v M O'O0M o 0 IL 0 O a �=LL L6zN _j QwR)!R O U rn J Ln J LO Do o w 3 U) � o W W CQ) } d' U) ul � c� yy N S 00 Ln Ln Z opo 3 z o CCJ o O 00 I WLj aod V) a m ri �' s000 I I N :I O � ~ O O v ori v` v drawing no. W1 1-05 sheet 1 of 6 0 EDGE DIST. TYPICAL ANCHORS CFF FI FV BUCK Li! TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE rr-------------------- --------------I I MIAMI—DADE COUNTY APPROVED I I I MUWON & MULLION ANCHORS I I� SEE SEPARATE NOA �I twTV261 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A' • • • • • • • • • ;•.• n TYPICAL ANCHORS • • • • • • . SEE ELEV. FOR SPACING ••• • • • • ••• • • A. Pro • •_• • • • • • • • 1BY WOOD BUCK A'kCAL ANCHORSv SEE ELEV. FOR SPACING TYPICAL ANCHO SEE ELI FOR SPACI 'TYPICAL ANCHORS: SEE ELEV. FOR SPACING '114_" DIA. ULTRACON BY 'ELCO'I (Fu=177 KSI, Fy=155 KSI) 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) 1#14 SMS OR SELF__DRILLIN_G SCREWS_(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) X12 SMS SELF DRIWNG 5CREWS)(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) TY A 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. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. V0 U Ln w 0 I Z g ti O Z M Z a L a 00,0 0 W �(+� _ U dot LL O �Hm vot- ri 0 0 IM+J 0 a 0 aco .°i N W 04 b 0 O Q W LL `p Z N - O .:� z M y� Q W m rL F i N 0 U � v J iA 3 w 3 0 o W w w N �ID s 0�� O Lp Z � 00 Z� o O cV -j O p� I W coo m ' rn I'k aD-� CT O. ` � t 35 E.i'•?1'�� Ji+;U `NkF�f [i1". �'ii� J1�2f puimtPvf f�6G � 4 o a m v` c E�gir3tic:�3Jat?.�� d� By ATE OF drawing no. 1h j1L%\\\ sheet 2 of 6 TYPICAL AN SEE FOR SI ME STRUCTI 1/4' MAX. MIAMI -DARE COUNTY ..... . . . . . .. . ......... . .• ... .• . . • •. • • • • • • • • • • • • . •. . • • . • • • • • • • • • • • • • • • . . . . . . . • . • . .. .. . . . 00 00 ICHORS VG 1 /4' MAX. FOR SPACING PRODUC'r REVISED as c*mplying with tew Fj~ x>iaf� B3!;lding Cod-- Acceptance odeAcceptance leo !i�ll.it Expiration Dateq�GLI ray S. fang 21u�o Miami Dade Pmdnct rA;rtrc;- R CENSE'•., .70592 ®• TATE OF •�E4! OR- - '* :RS O � J 1UP q J Lr) 3 00 3 WLn � o W25 M }LL, NV) 3 �s0 ILN �� N C) 00 � Z 3-Lj Ln � O L, LE W 00 :2 [sheet 3 of 6 1 EDGE DIST. EDGE DIST.------ METAL �r--------------------� TYPICAL ANCHORS STRUCTURE �I MIAMI—DADE COUNTY APPROVED I{ SEE ELEV. FOR SPACING I MULLION & MULLION ANCHORS °. °.° : ° ° o II SEE SEPARATE NOA II . . . ' \11,11 I . . . . .. . . . . • . . EDGE DIST. II II — ----- _ __ �J 15 I 15 ALT. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 1/4• MAX. '.'. SHIMS I n ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. EDGE DIST. ••• • • • • ••• • • . . . . . . . . . . TYPICAL ANCHORS SEE ELEV. FOR SPACING ° • ° 4 n P e d s n• cif , , /4• a O w a •. ' a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER s,. ;ccep ance Nq 1 vu• zy Exri.tstu,n�at� ®{ EN$F N 'CC 7 STATE OF ®f tlf N O N d J Lf) Bm ro 3 � o Ld I'.fJ v N u � U-1 co >- z � m O 5r) C) Z�L-,J W, o J .moi U,)uj of W oo m LFd- (sheet 4 of 6 J .. . . . . ... . . . . .. . . . . • . . ••• • • • • ••• • • . . . . . . . . . . TYPICAL ANCHORS SEE ELEV. FOR SPACING ° • ° 4 n P e d s n• cif , , /4• a O w a •. ' a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER s,. ;ccep ance Nq 1 vu• zy Exri.tstu,n�at� ®{ EN$F N 'CC 7 STATE OF ®f tlf N O N d J Lf) Bm ro 3 � o Ld I'.fJ v N u � U-1 co >- z � m O 5r) C) Z�L-,J W, o J .moi U,)uj of W oo m LFd- (sheet 4 of 6 J 1.: Ot FRAME HEAD/SILL/JAMB E� 2.354 .330 --1 0 21 2.688 .062 2.094.372 .59000 69 .062 2.81.3 I� .896 12.611--�I .719 III .590 1.582 O2 VENT 7519 .803 .045 1.047 O GLAZING BEAD (5/16" LAM. GLASS) -I .130 .800 3 1 .045 L1.172) O GLAZING BEAD (INSUL. LAM. GLASS) I r- 394 __ .80, 3.050 1.047 L 3e GLAZING BEAD (7/16" LAM. GLASS) is FLUSH FRAME ADAPTER a 14 CORNER KEY 245 HINGES: 7 120 A ED TS NGES AND BOTTOM #35.12.00.400 BY .TRUTH' 1 LOTTOPCORNERS C FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS 1.2ss ITEM PART i(E QUANTITY DESCRD?'I'ION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SfLL/JAMS 6063-T6 - 2 E502 4 VENT 6063-T6 - 3 FYI 08 AS READ. GLAZING BEAD (5/16" LAM. GLASS) 6063—T8 3A E505 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063—T6 — 3B FY109 AS REQD. GLAZING BEAD (7/16' LAM. GLASS) 6063—T6 — 4 E508 AS REQD. SNUBBER — VENT, FULL LENGTH 6063—T6 — 4A E509 AS REQD. SNUBBER — FRAME, FULL LENGTH 6063—T6 — 5 E506 OPTIONAL SCREEN FRAME 6063—T5 — 7 #10 X 1-1/4" AS REQD. FRAME AND VENT ASSEMBLY SCREWS — H WH SMS 8 E203 AS REQD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQD. 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 FYI 20 AS REQD. FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 16 — 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 110 X 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" O.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 — 1/8" 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. 3 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 OPERATOR: 4A SNIj�B;5.—•FVAM; • . .• SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' .• • LOCATED AT SILL END '. •: :•: •• FASTENED WITH (6) #10 X 1" P PH SMS i ••• •• c'OPERATOR TRACK #30175 AT BOTTOM RAIL 245 c�1s FASTENED WITH (2) #10 X 1" P PH SMSol ' •• • • 120 • • • •,ti:;_ .. • ANTI—SAG SKATES: � • •,i1L'll • T VINYL ANTI—SAG SKATES BY 'M&M PLASTICS' Date _V, !®', TATEOFot �I '720 (2) AT LOCK STILE AT 6-3/4 FROM TOP/BOTTOM RAILS ay r�,� Zhlzo (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE • �•� EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. �i�®®NAL`�� 0 •SNI�BBEII • YENi Vc Lo w 0 I Z M h 3 IL1 g 1 IL ko o 0 °p`-° U O �yr1 LL m M O d00 g 0 o� o n amm�� W N O �zo Qwo2L of U N 0 m Ln 3 00 � o v w La F- -N co V) �tto o 3 _ 0 N 000 Z Q LL. 3 z�-j 00 o p O (V J �w v 2IU ,� w 00 m of VENT CORNER •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• • .... . ...... . 7 FRAME CORNER PJCN.iVSAci REVISED as w mpiyiM with tht Florida etts"ldmg Cage eMPTMOC NO li-401111; 1;,,pi.rarkm Doie -VSJ By -%,�Z Miani Bade ar wt CmUo N 7 1 AYE OF ,CORIDP.•��O`�� (ti o U W O 1 Z q 3 O g z CL CILYi 0 V 0 0 o IL L6 OH� � off; �om aa< 0@�M 0o a LU IL J C(eD� Q Wz 01 rC 1— .•. N 0 m J in 3 OD 3 N � o W M w v F� O oM 00 .n Z �� o < 3z o M C) O 0 0 J .! Wcam W rz W m � in �n y N_ O W N c � O = R 7 a 0 Q N N Pl M D m O O O O 9) 0 U D w N , O N \ H O i7 • dT drawing no. W1 1-05 sheet 6 of 6 M IAM I-DADE MIAMI—DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy 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. t DESCRIPTION _Series "Eco -Guard 550" Aluminum Fixed Window L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, 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 Missile.Impact Resistant'i 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 t4e jo ).sile it tke request of the Building Official. 00 This NOA revises NOA No. 15-0406.11 and conZsts of lhil pagQ l;aitd pvtdence pages E-1, E-2 and E-3, as well as approval document mentioned above. •• •. : : : : : •. The submitted documentation was reviewed by Siting Y ao,0P.E " • • ' • • � NOA No. 17-1011.20 1 �� { zoo ; ; • • • • • Eviration Date: May 05, 2021 • • • • kFpruval Date: December 21, 2017 - - Page f ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . 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 - 03 09.0 7) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3145, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 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 marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked --up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 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) .. ... . . . . . .. Sifang Zhao, P.E. • • • • • • • • Product Control Examiner • • NOA No. 17-1011.20 . . . . . . . . . • • • • • • • • • • • )� �;iration Date: May 05, 2021 Approval Date: December 21, 2017 E-1 ••• • • • • ••• • • . . . . . . . . . . . .. .. . . . .. .. ... . . . 009 0 0 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5tb Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-10-3145, HETI-10-3146, HETI-10-3147, HETI-10.3148 and HETI-10-3149, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco -Guard 550" Aluminum Fixed Window - L.M.I., approved on 05/02/13 and expiring on 05/05/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision E 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. .. Goo . . . ......... ............ ...... . Sifang Zhao, P.E. • • • • •goo • •. . Product Control Examiner • • • NOA No. 17-1011.20 • • • • • • ix;iration Date: May 05, 2021 • • • • • Approval Date: December 21, 2017 E-2 .... ....... . . . . . .. .. ... . . . . . . . . . ... . . . . .. .. . . 0 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.11, issued to Eco Window Systems, LLC for their Series "Eco -Guard 550" Aluminum Fixed Window - L.M.I., approved on 07/02/2015 and expiring on 05/05/21. .. ... . . . . . .. ego ... .. 0.0 Sifang Zhao, P.E. • • 0:0 • • • • Product Control Examiner • • . . . . . . . . NOA No. 17-1011.20 • • • ; • • . • . . . • . • Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-3 ... . . . . ... . . . . . .. ... . . . . .. . . . . . . . ... . . . .. .. . . FALSE MUNTINS • (SURFACE APPLIED) MAY BE USED z m in !6 o rn W_ 0 tY WINDOW D.L. OPG. N M A M ¢? 10 1/2 - MAX. /2"MAX. SILL 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO -GUARD- SERIES -550 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE I, II II 'I •�j� I' 'I I I, � I ____=====r=== II 1 ,I I4L�I e ,I I II �i li � r B it 3 � WILL APPLY TO ENTIRE SYSTEM. J THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE V) 10 1/2 - MAX. /2"MAX. SILL 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO -GUARD- SERIES -550 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 1/8" TEMP. GLASS AIR SPACE /8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB �By 'kuraray Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE _ COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER •�j� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TATE OF MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. .!-LOR19R'. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE V) REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA o BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). r- 1 B 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 LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 6" MAX. REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS HEAD/SILL THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION CORNERS FOR A SITE SPECIFIC PROJECT, Le, 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 1/8" TEMP. GLASS AIR SPACE /8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB �By 'kuraray Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE o DOW CORNING 899 m •�j� i TATE OF En .!-LOR19R'. io c� 0 rn o' o_ • : 10 : : AT 1•-/4- POINTS i i i• •• • i 9 ALL ILS GLASS TYPE 'AA' .... ....... . . .•• • =ZING 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY \ GLASS TYPE 'B' I� IYj II !I II jl jl jl 9 SETTING BLOCKS AT LAM. GLASS AND INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 3,^; w:�niI31�FF.`L•�1 :r:: '_"1v71u3 3a'I_ir!._ COC.", j AcceEt;t`.1C1; lr,in 101 (• qq 40 By. 11 Yiwni Dade Ptky-j ict comwoi \ s� 70592 •�j� ;�®• TATE OF .!-LOR19R'. U0 4% w o I Z O °t / Q H I ga 0 O LL, 0 N O �Nn tsow� Cf 0 para 0OH� �1zo QWD IL Z N s i C7 Q iM N J J J o'no m z W 3 ~ wtij uj X i 0_ 0(0 3 �rN z coo"' Z 00 a z o J O LO Onn J) Lu 00 M drawing no. W11-10 of • •• • a. •�•4.•: :7 .0• • • •• ••• • • ••• • • .. . . . . . . . . . • • • . • . . • . . .... ....•.. • . . . . . . . . . • --- • • 0 ••• • 0 L J � i. NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE =';�.I}l;e�✓Is>rD BASED ON ASTM E1300-09 (3 SEC. GUSTS). 2-.; -1"5angwstltttaeFlor�da � _iifhng CoJe Lcixty ncz �;K§rE7lit1R� .i�teZ By A; ^irr:i Dade Pro uct Control VU w o I ^� 00 p� n co N � I mo o LL O�iv'lh v pp>M 0ILa< 0 y�yy�g Q W � �i e�ZO- Q W 0�1 f N O J iA J � 3 co G W fn Z In W L� N V) (�O Z) 3 5M N Z 0 0 I� Z C Q 3z,n 0 L0 0 NJ � W o�0 :2 c 0 ``�®� E�S�' •�® ,'moi N 'p Q �+ r O r ~ 70592 3 a e o a W= M M O U • AYE OF •�� drawing no. N. W1 1-10 NAL"�� sheet 2 of 6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE `A' GLASS TYPE `AA' GLASS TYPE 'B' WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 30"_ 36" 42" 48' 54" 60' 66" 48" J 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 1 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 36" 42' 48" 54" 60" 66" 54" 70.0 75.0 1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 68.9 73.8 68.9 73.8 - - 68.9 73.8 68.9 73.8 30" 36" 42" 48" 54" 60" 66" 60" 70.0 75.0 70.0 1 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 62.0 66.4 62.0 66.4 - - 62.0 66.4 62.0 66.4 30" 36' 42" 48" 54" 60" 66" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 1 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.6 - - 62.0 66.4 62.0 66.4 30" 36" 42" 48" 54" 72" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 30" 36" 42" 48' 78" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 1 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 36" 42" 48- 84, 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30' 36" 42" 90' 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30' 36" 42' 96" - - 70.0 75.0 70.0 75.0 - - 70.0 75. • • • D' - - 70.0 75. :T5.0; • •• • a. •�•4.•: :7 .0• • • •• ••• • • ••• • • .. . . . . . . . . . • • • . • . . • . . .... ....•.. • . . . . . . . . . • --- • • 0 ••• • 0 L J � i. NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE =';�.I}l;e�✓Is>rD BASED ON ASTM E1300-09 (3 SEC. GUSTS). 2-.; -1"5angwstltttaeFlor�da � _iifhng CoJe Lcixty ncz �;K§rE7lit1R� .i�teZ By A; ^irr:i Dade Pro uct Control VU w o I ^� 00 p� n co N � I mo o LL O�iv'lh v pp>M 0ILa< 0 y�yy�g Q W � �i e�ZO- Q W 0�1 f N O J iA J � 3 co G W fn Z In W L� N V) (�O Z) 3 5M N Z 0 0 I� Z C Q 3z,n 0 L0 0 NJ � W o�0 :2 c 0 ``�®� E�S�' •�® ,'moi N 'p Q �+ r O r ~ 70592 3 a e o a W= M M O U • AYE OF •�� drawing no. N. W1 1-10 NAL"�� sheet 2 of 6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 26-1/2' 32" 37' 42" 48" 53-1/8" 56" 60" 63" 50-5/8" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 51.2 54.8 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2' 32" 37" 42" 48" 53-1/8" 56" 60" 63" 63" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 66.4 71.1 66.4 71.1 - - 62.0 66.4 62.0 66.4 - - 59.0 63.2 59.0 63.2 26-1/2' 32" 37' 42• 4g" 53-1/8' 76' 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 48" W. 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 0 - - 70.0 75.0 70.0 0 j75.0 - - 70.0 75.0 70.0 26-1/2" 32" 37" 42" 48" 84' 70.0 75.0 70.0 75.0 70.0 0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32' 37' 42" 90, 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2- 32" 37" 42" 96, 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 • •• • a. •�•4.•: :7 .0• • • •• ••• • • ••• • • .. . . . . . . . . . • • • . • . . • . . .... ....•.. • . . . . . . . . . • --- • • 0 ••• • 0 L J � i. NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE =';�.I}l;e�✓Is>rD BASED ON ASTM E1300-09 (3 SEC. GUSTS). 2-.; -1"5angwstltttaeFlor�da � _iifhng CoJe Lcixty ncz �;K§rE7lit1R� .i�teZ By A; ^irr:i Dade Pro uct Control VU w o I ^� 00 p� n co N � I mo o LL O�iv'lh v pp>M 0ILa< 0 y�yy�g Q W � �i e�ZO- Q W 0�1 f N O J iA J � 3 co G W fn Z In W L� N V) (�O Z) 3 5M N Z 0 0 I� Z C Q 3z,n 0 L0 0 NJ � W o�0 :2 c 0 ``�®� E�S�' •�® ,'moi N 'p Q �+ r O r ~ 70592 3 a e o a W= M M O U • AYE OF •�� drawing no. N. W1 1-10 NAL"�� sheet 2 of 6 9 a V. A TYPICAL ANCHORS SEE ELEV ED DIST. FOR SPACING METAL STRUCTURE MIAMI—DARE COUNTY APPROVED EDGE DIST. EDGE DIST. SEE SEPARATE NOAMULLION & N ANCHORS 1 a EDGE DIST. 7!Eli� X 1 7 2 1 H in 4 ` v=i \ 1 TYPICAL ANCHORS SEE .---, FOR SPACING LLF===J .. ... .. . .... r �N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS I� — II SEE ELEV. y �f FOR SPACING " {TYPICAL ANCHORS: SEE ELEV. FOR SPACING (1/4- DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1 BY 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 DRILLING SCREWS (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) X12 SMS OR SELF DRIWNG SCRE&y(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 DISTANCE:; 113Y INTO CONCRETE AND MASONRY = 2-1/2" MIN. WOOD BUCK INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN, 9 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fpm = 2000 PSI MIN. 1a TA Qe a I e d e ••v••a i • •••'•'.•� . e. . • . • • • . �:.� a TYPICAL ANCHORS v SEE ELEV. FOR SPACING ••• • • • • ••• • • EDGE . . . . . . . . . . . .. .. . . . .. .. I '_1 N 70592 v " . ae ^nr.:riyi<?j; wit:, ale Florida – f n A^;,Grr.gnes i'To1011.20 TYPICAL ANCHORS _L1- SEE ELEV.y`P '?Fio; Geta _�� o�,��-�yZ f TATE OF FOR SPACING _v IST. ®®6i?AL V° w o I Z Mti W N n a �i LLI ON�v O N c um 0 �Nm V m C7 a�lYg C a0� W�LLa LQL Z_N m N 0 _3 J a J m 3 °D Z W M Ld o N Of �co (D ro N Z O 0r) j) Lp Z 2 a z 0 0 0 'n U � w J IW 00 m r rdU Z U N M LJ W N N Ix W W < of z o W IL L) =33 a a a i 3 Z) a drawing no. W11-10 sheet 3 of 6 O w 0 = o H 3 J (sa 3 W a V. A TYPICAL ANCHORS SEE ELEV ED DIST. FOR SPACING METAL STRUCTURE MIAMI—DARE COUNTY APPROVED EDGE DIST. EDGE DIST. SEE SEPARATE NOAMULLION & N ANCHORS 1 a EDGE DIST. 7!Eli� X 1 7 2 1 H in 4 ` v=i \ 1 TYPICAL ANCHORS SEE .---, FOR SPACING LLF===J .. ... .. . .... r �N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS I� — II SEE ELEV. y �f FOR SPACING " {TYPICAL ANCHORS: SEE ELEV. FOR SPACING (1/4- DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1 BY 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 DRILLING SCREWS (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) X12 SMS OR SELF DRIWNG SCRE&y(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 DISTANCE:; 113Y INTO CONCRETE AND MASONRY = 2-1/2" MIN. WOOD BUCK INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN, 9 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fpm = 2000 PSI MIN. 1a TA Qe a I e d e ••v••a i • •••'•'.•� . e. . • . • • • . �:.� a TYPICAL ANCHORS v SEE ELEV. FOR SPACING ••• • • • • ••• • • EDGE . . . . . . . . . . . .. .. . . . .. .. I '_1 N 70592 v " . ae ^nr.:riyi<?j; wit:, ale Florida – f n A^;,Grr.gnes i'To1011.20 TYPICAL ANCHORS _L1- SEE ELEV.y`P '?Fio; Geta _�� o�,��-�yZ f TATE OF FOR SPACING _v IST. ®®6i?AL V° w o I Z Mti W N n a �i LLI ON�v O N c um 0 �Nm V m C7 a�lYg C a0� W�LLa LQL Z_N m N 0 _3 J a J m 3 °D Z W M Ld o N Of �co (D ro N Z O 0r) j) Lp Z 2 a z 0 0 0 'n U � w J IW 00 m r rdU Z U N M LJ W N N Ix W W < of z o W IL L) =33 a a a i 3 Z) a drawing no. W11-10 sheet 3 of 6 TYPICAL / sl FOR S 1/4" MAX. MAMI^ DADS COUNTY X kNCHORS 'ING 1/4" MAX. FOR SPACING as Floridu Expira-ic r) Date By_ 5:�.��.� o Miami Dad ?sen ct C;,zt2re; M� O w o_ I Z O z Lu Q2 C4 d- 0: Ion 0 0:00 o p N �U p Con m V o�� cy g panda (ANfr O QW�LL w tLzy-O Jab¢ Q woMii � N Q Jto J J to v 00 m O U ^ O Z W M � >- ir Li V) -q I) N Z Q 000 r u Z l+- m Q 3 z�j o �NJ .M.. Lc) LLI Lj 00 m \`llllllllfl��'' j 00 cy 1 N Q i N \ h a O yo®� V p D U ®' TATE OF �� drawing no. l�% "��` sheet 4 of 6 I11 l�X'1'�tClUl� WINDOW WIDTH WINDOW WIDTH _ • • • • • • • • •• • • ... . . . . • • • ... • • • • • • • . . X kNCHORS 'ING 1/4" MAX. FOR SPACING as Floridu Expira-ic r) Date By_ 5:�.��.� o Miami Dad ?sen ct C;,zt2re; M� O w o_ I Z O z Lu Q2 C4 d- 0: Ion 0 0:00 o p N �U p Con m V o�� cy g panda (ANfr O QW�LL w tLzy-O Jab¢ Q woMii � N Q Jto J J to v 00 m O U ^ O Z W M � >- ir Li V) -q I) N Z Q 000 r u Z l+- m Q 3 z�j o �NJ .M.. Lc) LLI Lj 00 m \`llllllllfl��'' j 00 cy 1 N Q i N \ h a O yo®� V p D U ®' TATE OF �� drawing no. l�% "��` sheet 4 of 6 I11 I DIST. O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING Q TYPICAL ANCHORS SEE ELEV. FOR SPACING I o EDGE DIST. METAL STRUCTURE ••• • • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING - INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER w 0 I Z °° 3 Q � 0 W N a��0 �ooo OCL N vU 0 bmm vowrl 0 'm aao mIWO Q W SIL b U.Z_W-� J �7tD� J O U U) J Ln 00 m o (n 0 Z W M 3 ~ Li o } LJ `` �! Ni N Z Q co I O Z -J m ALT. ¢ z o 0 0 C) N WLO ooer' ti U d mUm N U 4 < n 0 o W o zza � z z Z) CC4EN •• ®'-, II p ` I Nir •fin L4 \_ REVISED G� 1! IV".7�Z �_ a y( O U y r, -pix ikm Date i �•• TE OF •��; drawing no. -10 101;-31T :1 .ostsctContxo3 �� AL1\��\ sheet 5 of 6 •• ••• • • • • • •• Da M • • •• • • • • • • • ••• • • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING - INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER w 0 I Z °° 3 Q � 0 W N a��0 �ooo OCL N vU 0 bmm vowrl 0 'm aao mIWO Q W SIL b U.Z_W-� J �7tD� J O U U) J Ln 00 m o (n 0 Z W M 3 ~ Li o } LJ `` �! Ni N Z Q co I O Z -J m ALT. ¢ z o 0 0 C) N WLO ooer' ti U d mUm N U 4 < n 0 o W o zza � z z Z) CC4EN •• ®'-, II p ` I Nir •fin L4 \_ REVISED G� 1! IV".7�Z �_ a y( O U y r, -pix ikm Date i �•• TE OF •��; drawing no. -10 101;-31T :1 .ostsctContxo3 �� AL1\��\ sheet 5 of 6 3. ❑o FRAME HEAD/SILL/JAMB 1 [050 1 L - 452 Ll 1 .287 T O2 SNAP COVER .394 ,80 3 -.050 1.047 O GLAZING BEAD (7/16" LAM. GLASS) -d{ .130 F .045 IT L1.172) 3A GLAZING BEAD (INSUL. LAM. GLASS) .519 .803 -_]b-.045 1.047 0 78 38 GLAZING BEAD (5/16" LAM. GLASS) 2.688 .062 .500 69 2.611 FLUSH FRAME ADAPTER •• •• • • •• • •• • • • • ••• • 1.250 •• PART # • • ••• • MANF./SUPPLIER/REMARKS 1 E503 4 FRAME HEAD/SILL/JAMB 6063—T6 — 2 E504 4 SNAP COVER 6063—T6 .. . . . .... GLAZING BEAD (7/16" IAM. GLASS) . — 3A E505 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063—T6 — 3B FY108 AS REQD. GLAZING BEAD (5/16' LAM. GLASS) 6063—T6 — 4 .493 3/ CORNER ASSEMBLY SCREWS - ••• • • • • ••• • • GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 6 PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - : (njEj FLB-50 - -=- Kms': :.••: S ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E503 4 FRAME HEAD/SILL/JAMB 6063—T6 — 2 E504 4 SNAP COVER 6063—T6 — 3 FY109 AS REQD. GLAZING BEAD (7/16" IAM. GLASS) 6063—T6 — 3A E505 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063—T6 — 3B FY108 AS REQD. GLAZING BEAD (5/16' LAM. GLASS) 6063—T6 — 4 #10 X 1-1/4" 3/ CORNER ASSEMBLY SCREWS - - 5 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 6 PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - 7 FLB-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE S FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 9 - AS REQD. SETTING BLOCK. 3/16' X 3/4" X 4" LONG EPDM DUROMETER 80±5 SHORE A 10 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL FRAME CORNER SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. 6 4 , i uo U W O_ I Z 3 o g� Z o°= 0 o V o m O M a 0 mm 0 pLOO'I E IL J t�ms a Lu ^ N O J "O -j J Ln CD co D � o Z W v x >- � � N V� Z00 CO Z Il 00 Q 3z,� 0 � O NJ M LO V) W com k' `�,1lllllff�f/, — i I N c;• iyit;g;�t'J►ttaeFicrida _ Or cm 70592 fit:!€i mu-- code Ac Exp€rativr I}„.. zit! % � ' �4►; a� TATE OF •�� drawing no. Dy iaf i!;;zser� c= t Ccs ;,,/ OR1DP..®; Wil -10 ®.NAS” sheet 6 of 6 ►full+l�� MIAMI -DIADS I MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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: Series "Eco -Guard 200"Aluminum Horizontal Rolling Window — L.M.I. - APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets I through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. - - --- - (MISSILE ACT-IUTING:. Large_and S -ma- -ll- Mi-ssile Impact Resistant) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0728.05 and consists of this page 1 and eyidetWe pages Ft -1• V-2 and E-3, as .. • • well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.Eti .. 02. . �. _•� -1102. 3 x•1%0. 17 MIAMI -RADE COUNTY p//ps/ZO�B • • • ' :' �Expt-atiotrDat: ;May 27,2019 • :ApptoitafDatet JgAary 11, 2018 • Page I L 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 Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum 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 under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a 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. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) •••; ' ' ... Lim • •�� ; ..5; Gn Z 000 " Sifang Zhao, P.E. • • Product Control Examiner • • 000 • TtOA•No. 17-1102.23 • : EIprraliop'Dafe: Way 27, 2019 • ;al DAW..ianuary 11, 2018 E-1 . • b 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 underNOA#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 I. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 07/08/15, complying with FBC 6th 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 ... • . : : .. • • • Suang Zhao, P.E. Product Control Examiner • o TVA!No. 17-1102.23 :Eipiratiop•Dao::Nlay 27, 2019 • • .Appso;al Dgtg' January 11, 2018 E-2 • 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 Stn 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. • � ' � � •��i+<*"?, f ?-ham ..' 00. • • �' Suang Zhao, P.E. Product Control Examiner • • f104!lyo. 17-1102.23 Elpiration•Da*: ;May 27, 2019 Xppto_cal Dat$! Awliary 11, 2018 E-3 ... • to 40 3 1/2' MAX. HEAD/SILL CORNERS 77" WINDOW WIDTH 4" c I 4 = M F X w x , r o_ 0 I I II II II I it II II E z II D =-�r-,-r 0 c LO z m Ln3 Lo 0 z 3 I > !i (n ! I! ! • II 77" WINDOW WIDTH 4" SILICONE CARDINAL XL a CORNING 899 SCS 2000 a I I II II II I it II II E z II D =-�r-,-r II 4 z m �c II II I' �II II II II II w 2 rn io � !i (n ! I! ! • II DOW 899 B 3 22 i 1 oEL 1 WINDOW WIDTH 10 5/8" MAX. 4' Mw 3 1/2- MAX. HEAD/SILL 3" 3 w HEAD/SILL A U) ' CORNERS CORNERS 3 iii. ,,i) �► L� N , e I/ FALSE MUNTINS 31 1/4" 32 3/4" (SURFACE APPLIED) MAY BE USED D.L. OPG. D.L. OPG. 35 3/8" VENT WIDTH t, co (2) ANCHORS AT MTG. STILE ENDS TYP. /-(4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '•' ON SHEET 2 ONLY mf z Lo o U 0 FALSE MUNTINS 32 3/4" 32 3/4" ECO—.GUARD- SERIES -200 (SURFACE APPLIED) MAY BE USED D.L. OPG. D.L. OPG. LUMINUM HORIZONTAL ROLLING WINDOW 36 7/8" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER VENT WIDTH CHARTS SHOWN ON SHEETS 2. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. /8" HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB -By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090' Interlayer SentryGlas By 'Kuraray America, Inc.' r-1/8' HEAT STREN'D. GLASS TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREWD. GLASS 5/16' AIR SPACE V--1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America. Inc.' 1/8" HEAT STREN'D. GLASS CONE SILICONE CARDINAL XL a CORNING 899 SCS 2000 a DOW CORNING 899 a: GE SCS 2000 EDGE SPACER ST. STEEL z z z m SILICONE w 2 rn io � !i (n ! I! ! • II DOW 899 22 "` • 22 Ios 1 oEL _ li S L Lo > o II II 2POINTS z 3 II II ______ II li II II II 11 AT 1/ZPOINI�ON QjE,S •' B • 29 S6" AT 1/4 POINTS 29 AN 36" ONLY WIDER THAN ONLY 3 GLASS TYPE `A" GLASS TYPE 'B' � � ... GLASS TYPE 'C' � (2) ANCHORS AT MTG. STILE ENDS TYP. /-(4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '•' ON SHEET 2 ONLY mf z Lo o U 0 FALSE MUNTINS 32 3/4" 32 3/4" ECO—.GUARD- SERIES -200 (SURFACE APPLIED) MAY BE USED D.L. OPG. D.L. OPG. LUMINUM HORIZONTAL ROLLING WINDOW 36 7/8" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER VENT WIDTH CHARTS SHOWN ON SHEETS 2. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. /8" HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB -By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090' Interlayer SentryGlas By 'Kuraray America, Inc.' r-1/8' HEAT STREN'D. GLASS TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREWD. GLASS 5/16' AIR SPACE V--1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America. Inc.' 1/8" HEAT STREN'D. GLASS 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 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 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 OFFICIALi— I I II ii 29 SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS rta%.[•k,+a ilii: ��(} � 7'• ��t% Y• Z� BY �1 1 0 0, z Q y a 'S a 03 ° 0.9 LL O�v,ti aIXMs 0 CL 0 O03�a �y y0 li Z N Q W 7 Ip w -o Q zMf N J V 5, J I J � OD CN 0 L M LLJ V)w x N N(0 T a) 8 O O 14i I Q ap I z12 Go 3 z o 0 C-4 J '. 00 W000LO Mw (sheet 1 of 7 1 CONE SILICONE CARDINAL XL a CORNING 899 SCS 2000 a DOW CORNING 899 a: GE SCS 2000 EDGE SPACER ST. STEEL z z z m SILICONE 2 rn io � !i (n ! I! ! • II DOW 899 22 "` • 22 Ios *AT II II 2POINTS AT 1/ZPOINI�ON QjE,S •' ON LITES • 29 S6" AT 1/4 POINTS 29 AN 36" ONLY WIDER THAN ONLY ALL SIZES GLASS TYPE `A" GLASS TYPE 'B' � � ... GLASS TYPE 'C' � GLAZING OPTIONS ;•; •_; 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 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 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 OFFICIALi— I I II ii 29 SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS rta%.[•k,+a ilii: ��(} � 7'• ��t% Y• Z� BY �1 1 0 0, z Q y a 'S a 03 ° 0.9 LL O�v,ti aIXMs 0 CL 0 O03�a �y y0 li Z N Q W 7 Ip w -o Q zMf N J V 5, J I J � OD CN 0 L M LLJ V)w x N N(0 T a) 8 O O 14i I Q ap I z12 Go 3 z o 0 C-4 J '. 00 W000LO Mw (sheet 1 of 7 1 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS I LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ; • ; 'XO OR OX' • DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) CAPACITY - WINDOW DIMS. A W/O GLASS 'A' EXT.(+) REINF. TYPE INT.(-) GLASS 'H' EXT.(+) WITH TYPE INT.(-) REINF. GLASS 'C' EXT.(+) TYPE INT.(-) WIDTH I HEIGHT 26-1/2" 37" 53-1/8" 74" 26" (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 2� /2" 37' -: 53-1/8" e 74"-' 38-3/8"-. (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 ' 4 , 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 ' 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74° 50-5/8" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74' 63" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24" 36" 48' 60° 72" 23) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.070.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48° 60" 72' ��) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 1 70.0 80.0 24° 36" 48" 60" 72" 45) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36' 48° 60' 72" 6s) 4 70.0 80.0 80.0 90.0 70.080.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 1 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 IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS I LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ; • ; 'XO OR OX' • DESIGN LOAD CAPACITY - PSF (XOX SIZES) LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ; • ; 'XO OR OX' • A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS DESIGN LOAD CAPACITY - PSF (XOX SIZES) (1/3W) WINDOW DIMS. A W/O REINF. GLASS TYPE 'A' EXT.(+) INT.(-) GLASS 'B' EXT.(+) WITH TYPE INT.(-) REINF. GLASS TYPE 'C' EXT.(+) INT.(-) WIDTH HEIGHT 74" 106-1/4" 111' 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4" 111' 38-3/8' (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" _ 106-1/4".(5) .50-5/8• 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 a 80.0 90.0 70.0 80.0 12 70.0-.- 80.0 '80.0 90.0 70.0 80.0 _ 74" 1-1 /4' 06 111' ` 83' c6) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 ti 80.0 82.6 70.0 80.0 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 48• (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 70.0 80.0 80.0 90.0 70.0 80.0 L12 70.0 80.0 80.0 90.0 70.108"70.0 80.0 80.0 80.0 90.0 70.0 • 80.0 72" 84" 96" 408• 60' (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 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 IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH • .. i ,XOX • DESIGN LOAD (1/3W) i (1/3W) (1/3W) WINDOW DIMS. A W/O OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH • .. i ,XOX • • ••• • ; CL•EXQ fjl* (+) LOADS SHOWN ON THIS SHEET ARE T(;R VfIVOOM WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SE,�.SNEET. 3 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REINF. WITH REINF. GLASS TYPE GLASS TYPE GLASS 'A' 'B' C' TYPE WIDTH HEIGHT DCT.(+) INT.(-) EXT.(+) IMT.(-) EXT.(+) INT.(-) 74"9 106-1/4" ill" (3) 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74'38-3/8' 106-1/4" 111" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8' (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 24° (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72" 84" 96" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 N21 70.0 70.0 80.0 90.0 70.0 80.0 70.0 70.0 80.0 90.0 70.0 80.0 72' 60" (s) 9 70.0 70.0 80.0 90.0 70.0 80.0 • ••• • ; CL•EXQ fjl* (+) LOADS SHOWN ON THIS SHEET ARE T(;R VfIVOOM WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SE,�.SNEET. 3 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) `m OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 4Y[imrssi 01`'S,ii4' t�I:) 7".t C_.(.ilif<ii O W T Z h 3 o � Z Q OIL pp a 9O` M U M 0 8Nh v °vm O d�A C rnyJ� Q y J W aog a w 0) N =E130 U 00 {l1 � W M NLj- S O Lcol 1 i 0 Z 00 0 c O(V J v Lor) LW W W oo m W TYPICAL ANCHORS -„ METAL DISTI STRUCTURE MIAMI-DADE COUNTY APPROVED MMULLION & MULLION ANCHORS I SEE SEPARATE NOA Ud �N TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING •• • v. 1 B WOOD BUCK • • • : EDGE I 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. • v• v ° TYPICAL ANCHORS SEE ELEV. FOR SPACING U DIST. m rn c rm Z w� p 3 Ofoo N O z 0OW N Q NO N d (L m Ogo� o L" O 0IL0o A O �rr TYPICAL ANCHORS ul IA 0 SEE ELEV. Z FOR SPACING LL Z N WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM N AND TRANSFER THEM TO THE BUILDING STRUCTURE. _j Oj 0) J J i as: OD _ _ c TYPICAL ANCHORS: SEE ELEV. FOR SPACING O0 F T -��.� Z V) ,^n ,124F DIA. ULTRACON BY `ELCO'_1 (Fu -177 KSI. Fy-155 KSI) & M INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ~ N w THRU 1 BY BUCKS INTO CONC. OR BLOCKS =E N 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) rn 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 8 ®coM i in DIRECTLY INTO CONCRETE OR BLOCKS Z_ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o � j14 -SMS -OR -SELF -DRILLING SCREWS (GRADE 2 CRS) g W 00 W 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.) W �o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) N < o 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 C11 N o 00 0 0 r r Lc IY�C�iI EDGE DISTANCEi N INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. N WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 0 0 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. 'o o ^o C-90 HOLLOW/FILLED BLOCK AT JAMBS fm= 2000 PSI MIN. d W ``�,►111111�1�' `� ��• . ' N A O .... � � jCEN Q� . "C V , .70592 - PRODUCT REVISED O 3 M cramplyirlg %vi&h the FICTr da _ v° ujlvicg Code - -1� ®�• TATE OF ��14- drawing no. �-3z11Zo • OR%I)Npy.�� W09-12 Wia ni L�a;,e Arcm3t,c# CnnE-nl //� ®NAL �� II,,,,,% sheet 3 of 7 1/4" MAX. FOR SPACING MIAMI—RADE COUNTY APPROVED MULLIONTYPICAL ANCHORS SEE SEPARATE NOA� /—SEE ELEV. FOR SPACING • • • • — — - •• ••• t --------SCREEN OPT. WINDQW, D=H • • • 000 • : WINDOW WIDTH • • •• •• • ••• • • CS ANCHORS V. 4CING 1'RC_1:3iJC3' f:F_�+'i3s; :,S C4.ngAyirig Bf.ijd;ngL(JiCL' i1 lkcctp`:]llCg i+kl Ex;.iraLioll i , -054-41-124lq By -.:5r o U w N_ I rn 0 h IL c CLCL 0 ;`"�, c LL 0 til�nrp 0o� 0 �Ca g 0 Ql�r N 0 QwZ � �z Q w C) N U a) J m m DD z & Lj NL w W r-• w IN 00 Jn � 00 Z3LL. Go �U C 326o v � Ld j W a7 m H WA N N N, I -- No No 70592 m a a J -j o ,c v` u I OkTEdrawing no. oR�oP.•��®�� W09-1 ///,,Rd��;t�%\\ sheet 4 of 7 — -- 1/4" MAX. SHIMS 1/4" MAX SHIM c O O 18Y • 5 WOOD BUCKS 21 $ 7 TYPICAL ANCHORS TYPICAL ANCHORS 17 SEE ELEV. SEE ELEV. a . , FOR SPACING FOR SPACING = _-- — — _ _ _ _ _ 25 �n 17 20 .1 1f4 0 ----- SCREEN OPT. — — — — — — — _ o w 20 27 — _---- w w g 17 4 STEEL REINFORCING 11 12 METAL AS REOD. SEE SHEET 2 FOR CAPACITY a STRUCTURE WINDOW WIDTH XO LAYOUT 1/4" MAX. FOR SPACING MIAMI—RADE COUNTY APPROVED MULLIONTYPICAL ANCHORS SEE SEPARATE NOA� /—SEE ELEV. FOR SPACING • • • • — — - •• ••• t --------SCREEN OPT. WINDQW, D=H • • • 000 • : WINDOW WIDTH • • •• •• • ••• • • CS ANCHORS V. 4CING 1'RC_1:3iJC3' f:F_�+'i3s; :,S C4.ngAyirig Bf.ijd;ngL(JiCL' i1 lkcctp`:]llCg i+kl Ex;.iraLioll i , -054-41-124lq By -.:5r o U w N_ I rn 0 h IL c CLCL 0 ;`"�, c LL 0 til�nrp 0o� 0 �Ca g 0 Ql�r N 0 QwZ � �z Q w C) N U a) J m m DD z & Lj NL w W r-• w IN 00 Jn � 00 Z3LL. Go �U C 326o v � Ld j W a7 m H WA N N N, I -- No No 70592 m a a J -j o ,c v` u I OkTEdrawing no. oR�oP.•��®�� W09-1 ///,,Rd��;t�%\\ sheet 4 of 7 A k1 • 41 0 ALT. O ALT TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE MIAMICOUNTY APPROVED D U WON & MULLION MULLION ANCHORS SEE SEPARATE N � EDGE � UN H DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. I:; TYPICAL ANCHORS SEE ELEV.—� FOR SPACING a V) •• ••; ; • ' ' • 28 i ; • •• ' ' :•; •• `� •;• -„ '.; INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER v. vim. I o. ••• ;• ;-• • ' ' EDGE DIST. ••• • • ' ' ';� • • • 0 ALT. PRODUC-T REVISED as Ce'T-}Pfvinly-Vita thl,' Fearjda iaicd";-) cc, Un A•fiami Dada P:ix •:t%t:nir�I pi) AH No. iross2 _ V0 N I rn Z 3 O Z M Z W Q din O0 0�'' o Lot V 'o ur Qf 2 OaaQ.� 0 LL zy_ Q02 CD 4 w m N U J I J � co in tn & w C N U z } � =E N F� g 00M N) Z 3L -,J m 3Z� � 7Z� 004J U OW w com �• S(:A OF • ell&� P.®�� 1/1f111111\0 (sheet 5 of 7 J jo 2.750 1.067 3/16' 1. .500 .71� 5 - 1.434 813 [062] 3.249 r-.062 1 1.718 1.140- f 12 11 LSU J 813 1.140- 1-1.610 O1 FRAME HEAD 1® I 0 FRAME SILL .250 .340 .312 .062 O SILL TRACK .500 tom-'} , 1.187--1 .062 2.750 r_-= 2.812 H O VENT TOP/BOTTOM RAIL STEEL REINFORCING 2.095 T.519 _ 1_1 1� 30 i .250 .719 E .803 .045 .803 2.246 �- 1.140 -1 1.047 1.047 .062 21s 10 GLAZING BEADS o® F- 1.344 --I OS JAMB STILE 2.063- 1 .063 h4-1.250 1.1140 .Ofi2 �I 91.1.340 i- 1.344 - O MEETING RAIL 1- 2.186 --- 1.422 II .062 1. 12 1 Ib-1.375 --1 O FIXED MTG. RAIL --I .750 I- .062 • • • • •• ••• • • •• • • • 2.812 2.750,• ••i '•� • • • •• 2.688 7t,• 0500, • .769 .ss 2.611 1.688 •• • • • •�• � � O5 FIXED FRAME JAMB FkeME ;PTER ITEM PART i �4 1�� 1.687 O MOV. FRAME JAMB H O VENT TOP/BOTTOM RAIL STEEL REINFORCING 2.095 T.519 _ 1_1 1� 30 i .250 .719 E .803 .045 .803 2.246 �- 1.140 -1 1.047 1.047 .062 21s 10 GLAZING BEADS o® F- 1.344 --I OS JAMB STILE 2.063- 1 .063 h4-1.250 1.1140 .Ofi2 �I 91.1.340 i- 1.344 - O MEETING RAIL 1- 2.186 --- 1.422 II .062 1. 12 1 Ib-1.375 --1 O FIXED MTG. RAIL --I .750 I- .062 • • • • •• ••• • • •• • • • 2.812 2.750,• ••i '•� • • • •• 2.688 7t,• 0500, • .769 .ss 2.611 1.688 •• • • • •�• � � O5 FIXED FRAME JAMB FkeME ;PTER ITEM PART i QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6083-T6 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS REQD. 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 REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 10A FY110 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 11 - AS REQD. REINFORCING BAR STEEL - 12 - AS REQD. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 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 REQD. 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 REQD. nN SEAL W STRIPPING - ULTRAFAB 20 Q300TI90 AS REQD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 1 2/ LITE I SETTING BLOCK EPDM DUROMETER 80±5 SHORE A V0 W N I 0 -� 00 O h Z Q I _ (L O v 0 O 0,'0-M o O IL a 0 O um) 0 Q Lu LL w en (04 j a LuM N U C) J i m N0 W �LL, 0_ �(D t� T 0 r7 c� 0 O r`121 p co J OD Z �00 - 3 z ODo 0 04 1 31 Al W 00m CEA13 �i v N d PRODUCT REVISED e as rt)r;plviag reit:, the Flnri& Bmilding Code .. _ - v v `u .Acceptance Nlo t-1.�=1��Z3 : � •' . � OF ' �� Browing no. Expiration Date 5,144a Zhao 11110% 1111111 sheet 6 of 7 r '' 17 VENT TOP/BOTTOM CORNERS •i ••i ••• i • •• ,IV i FIXED MTG. RAIL. CORNER••• • ,I., FRAME BOTTOMOC RNER • D: �' PRODUCT P F VISED WRII the Florida ±i:li7ri3,aF c"xic AE;cc�t,u+re i+�E,-liaz.23 S1XYk;,i3:e{i:i Lit:. [� o W N i rn 0�^ 02 0 0 C4 U N v N" QW� C aoo 8 0�N0 0 QLLI W re Z U) ay .:E 581 Q W 0 N � U G) .1 J i o J z fcn ,^n L; M V) co $ 3 N O cM Ln 0 J Ln _Z 3 }�- co c Z ,lj c CV J C -7 O C) W W OD m k' IMMI a: m (A r W N N K N W W 0 Za2 � D I Z Z 7 —17 ,A 0 O � i N \ N 92� E 3 O U ' ;�` o • v` u . 7 OF drawing no. �... �,o�.•��®�� W09-12 �AL �0`�� sheet 7 of 7