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WS-8-18-2326, 478 NE 92nd St`yHOREs t, Y FCORfOP Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS-8-18-2326 Permit Type: Windows/Shutters Per itvrk classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/30/2018 1 Expiration: 02/26/2019 Project Address Parcel Number Applicant 478 NE 92 Street 1132060140020 THOMAS ROGER & CHRISTINA' Miami Shores, FL Block: Lot: Owner Information Address Phone Cell THOMAS ROGER & CHRISTINA WHITE 478 NE 92 Street (305)546-1030 (305)439-2855 MIAMI SHORES FL 33138- .. _ .. _ ,i �-„ ... .,...%'+ •:- "'..�Afl'�k9!" ""sYe-h.#A .�s-�Ucsaka�` tVaEiPtY4, 1,%�ta �ra::.X]" R,y�s�„a;p-a.. c. �Ah'f:�W: k 478 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone LEADING EDGE CONTRACTOR SERV (786)406-2488 Type of Work: 33 WINDOWS AND 8 DOORS Vo of Openings: 41 4dditional Info: classification: Residential Scanning: 5 Fees Due Amount CCF $13.80 DBPR Fee $7.65 DCA Fee $5.10 Education Surcharge $4.60 Permit Fee $510.00 Scanning Fee $15.00 Technology Fee $18.40 Total: $574.55 Valuation: $ 22,800.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68736 08/30/2018 Credit Card S 574.55 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF VIT: I certify that a the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd oning. Futhermore I a thorize the above -named contr or to do the,work stated. �c ► Cc9 t/t'L August 30, 2018 Autho ized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy August 30, 2018 1 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). A wledgement: Le, Qualifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 Miami Shores Village Building Department �A�e 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 0 10'� Tel: (305) 795-2204 Fax: (305) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 .1� o=Be zo BUILDING Master Permit No. P-C- 7549 PER APPLICATION Sub Permit Now S I S _2-S� BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING Ir ECHANICAL ❑PUBLIC WORKS [:]CHANGE OF CONTRACTOR JOB ADDRESS: OccupancyType: Load CJ v I l a OWNER: Name (Fee Simple Titleholder): Address: 419 me Q City: 'UW)1Wi l) yrl s Tenant/Lessee Name: Email: ❑ CANCELLATION ❑ SHOP DRAWINGS yv e-0 Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OadC"�—�Whb— Phone#: c 5 (1 _ State: i da &P.� c Phone#: -5I5d CONTRACTOR: Company Name: �-� " ` �- 0V� ��PL't`-� Phone#: 'Z E Address: ,/j n O—z tij w �� City: Y " l lii`" ", : (. j State: Zip: -r\ 'D Qualifier Name: 1� 0 �'dL.0 i-t� CD 4^,( Phone#: W G 40 G Z �� 9 ✓ State Certification or Registration #: �- Ji d Certificate of Competency #: C- DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Z Value of Work for this Permit: $ i Od .mv Square/Linear Footage of Work: Type of Work: IJ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Q , Ay- /U d, �- Q du f 1. /� ,, _ j a` _ Specify color of c !or thru tile: Submittal Fee $ Permit Fee $ S16 CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 'S % Ll •'57� 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 WE 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 whietrIoccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / Signature C / L-bmER or AGENT CONTRACTOR The fore o ng instrum t was acknowledged beforeze this The foregoing instrument was acknowledged before \m�e,this day of 20 by �� day of UC . r3-1 20 d' by G w erp sonally known".to.� 1�/U 1�C�(Y1fL �rvho i to me or who has produced las me or who has produced as identification /d who did take an oath. identification and who did take an oath. NOTARY PU ' NOT Sign: Sign: Print: Print tot .••.a1%, LORETrACOMES Seal: * * MY COMMISSION # FF 954664 Seal: EXPIRES: March 21, 2020 �rArf�ccttlQ��P Bonded Thru Budget Notary Semites ################################### ## ################################################################# APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) MIAMI•DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOt Miami; Florida 33175-2474 BOARD AND CODE ADJIINISTRATION DIV"ISIO T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NO wwsv.miamidade.rrov/economy ECO Windows Systems, LLC 9114 N. W. 106'h Street, Ain Medley, FL 33178 G Q Zt%j�9 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 1rbhtfgl Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reZer%0 the rigftt'fo' have tl 1" •; • product or material tested for quality assurance purposes. If this product or material fail �o perform injtlie•accep� �d • manner, the manufacturer will incur the expense of such testing and the AHJ may irrmT� j4VJy revoke,.modify,•or suspend the use of such product or material within their jurisdiction. RER reserves.aw right to revoke tits • •; acceptance, if it is determined by Miami -Dade County Product Control Section that this proclu'ct or tnatebill fails.".. meet the requirements of the applicable building code. 00:0 0' This product is approved as described herein, and has been designed to comply with the Plbrtda Builditg"ode, • • • • • including the High Velocity Hurricane Zone. : ' . . . . ...... DESCRIPTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I.. ; • • • • • APPROVAL DOCUMENT: Drawing No. W13-49 REV D, titled "Series- 700 Alum SL•15. Cflass DCCr,(%.M.I.)W • sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN•23,02018, 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 Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not tc�exceed tested frame area per FBC requirements. LABELING: Each unit shall bear- a permanent label with the manufacturer's name 'or logo, city, state 'andseries 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 fen-ninate 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 Builditi$,Offrcial. This NOA revises #15-0612.05 consists of this page 1 and evidence pages E-l;and E-2, as well as approval document mentioned above. a' The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-0129.13 MIAWDADE COUNTY Expiration Date: March 20, 2019 o Approval Date: March 22, 2018 Page l 62 c (6's°�''i�N Co�^°Ojoi •� s oo!� f`�'i OOq(��o �Q p'� ,p,. Nt,� s•� ��( II�N `O,jn O� °�r,� `Oaf '� ,t{� � ,Q[�4�ri (�i ho of •or c °o 'q, aC �`S' N'%E, p'��S' �N�N P/ ;� r s /lJ •O'O �O'�j (O((7 o/'�Q,^ q O /o rd(a sd n°�O q°` NOjN cO, f ��o 00"off (Sg,��9saG's°do v •,yz *,9 Q� ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . .. .. ... .... . . . . . . . . . . .. . ... .... ... .... .... •• ••• •• • • • •• • •• • • • • ••• • •• ••• • • • • • •• ram, ECO Windows Svstems. 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. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #13-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS "-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 �QZ 94 • • • • along with marked -up drawings and installation diagrams of Alum slidia}g Glass doo1 . prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-740564ated 09/13A2413 and••:..' last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P: IE.* • • • • • • • • • • Note: The above referenced test report has an addendum letter dated I;SA0f $, 2014, issued by ...... Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. ; • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5tn Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ 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. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5 h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon,�P. E.q�'j,1hK1-- Is aq 1. Chanda, P.E. Product Control Examiner NOA No. 18-0129.13 Expiration Date: March 20, 2019 Approval Date: March 22, 2018 E-1 f ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23, 2018, 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 0:....: E. . . MATERIAL CERTIFICATIONS *sees* e.. 0. .... 0 0 0•• 0 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, at. (former F.j. • ..... • � � • • DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear 4t0.4o; PVB glass .' interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07708/1 t... : . **so:* 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,-IAc- (former E.I. :.... DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayees,^piring on 07/4/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6 h edition) prepared by AI-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 15-0612.05, expiring 03/20/2019. E-2 Sln4- 1 . \Ia Vtd.- Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 18-0129.1.3 Expiration Date: March 20, 2019 Approval Date: March 22, 2018 i INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125' INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6,50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-700 ALUMINUM SLIDING GLASS DOOR 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. 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 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. CORNERS 4 3/8" 96' DOOR FRAME CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY INTERLOCKS WITH OR WITHOUT li III'I' II II II II REINFORCING SEE CHART #1 C II II II II I; II E O 0 d V it II II �I II �I I II �I I II II II 11I,,I B 41 3/4" I 'rMM----- 41 3/4" FALSE MUNTIN D.L. OPG----PPPIII D.L. OPG. OPTIONAL 48 7/8" PANEL WIDTH 48 7/8" PANEL WIDTH I 5" MAX. / SILL 13" MAX. 6" CORNERS SILL • • • • • • • •S,�LQ, • �� • • • CLUSTER OF • • • • • • 6 ANCHORS2• • • • • • • • • AT INTERLOCK ENDS • • • • • • • • • • • SEE SHEET 5 FOR CAPACITY • • • • • • • • •• ••• •• • • • •• TYPICAL ELEVATION ox amour C REymm I S I m mmp4ing with the Rl d& .-'g9"!F"' m� kvdding bode z Aexptum Nu IPi-012 •73 N o XvIorakae hate1M1A220. . ' ProdwetcMd LAMINATED GLASS INSUL. LAM. GLASS • LARGE MISSILE IMPACT • • • • ALTERNATE SIZE UNIT: • • • • • • • • • • MAX. FRAME AREA OF FjOERS NtT TO EXI••EED• • • • • • THE TESTED FRAME WEA•OF 7& 60. FT. • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U �a �a I ICE NS4c'fl '•.® 0 i .70 $ a 3 29?B = B o O ST OF •6(/� drawing no. 011) '�C�°�� W13-49 CLUSTER OF 4 3/8" 6 ANCHORS 5" MAX. 73" MAX. _-�AT INTERLOCK/ASTRAGAL ENDS HEAD HEAD TYP. SEE SHEET 5 FOR CAPACITY CORNERS p" i J INTERLOCKS WITH OR WITHOUT I I, I, ,I REINFORCING SEE CHART b1 1 l li ii �I H C I s i0 I I O 0p D. II 11 V 11 II I� II I I �1 I� II II -li=====P= I g B 42 1/16" 42 1/16" I tl >3 mw FALSE MUNTIN D.L. OPG. D.L. OPG. 9B ego OPTIONAL N V 49 3/16" 49 5/16" PANEL WIDTH PANEL WIDTH ASTRAGAL INTERLOCK - 5" MAX. SILL 1MAX s. . 6 CLUSTER OF CORNERS SILL ,y'`� R. AT ANCHORS ENDS • • • • : : • • • • • TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY • • • • • • oxx • •• • • ••• • •• ••• •• • • • •• ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. • • • • • • • • • • • • • • • • • • • . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • •• •• • 0 •• •• PRODUC t REV119M L1e a mplylag with the F7a9A• FAdR•z Cade wn:ptaa« Nu 1-012y.13 Q,fyintio 0•te za i IN 70592 S E OF•6y�� drawing no. �'• `i for..®� W13-49 A�1\�\``\ sheet 2 oft2 CLUSTER OF 5" MAX. 13" MAX. 4 3/S" 6 ANCHORS INTERLOCK/ASTRAGAL ENDS HEAD HEAD TYP. SEE SHEET 5 FOR CAPACITY CORNERS - -�AT T 192" DOOR FRAME WIDTH II II_ - - INTERLOCKS WITH OR WITHOUT REINFORCING I II-_ - INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHARNG iHj SEE CHART #1 C iI II t li II I I it l II H II L=_= 11 p ZZ J II II II II II II II II II II II II II II II II II II II II II II II II II II II II I I �I II �I II II II I I B 42 1/15" 42 1/16" FALSE MUNTIN F^D.L. OPG. O.L. OPG, OPTIONAL 49 3/16" PANEL WIDTH 49 5/16" PANEL WIDTH INTERLOCK ASTRAGAL 5" MAX. ---- ... _ SILL 13" MAX. 6 CORNERS SILL TYPICAL ELEVATION OXXX ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SQ. FT. A tl N mw 10 Q 0 N U INTERLOCK CLUSTER OF J ANCHORS*• • • • • AT INTERICK/ASTRA 4 EapS • • • • • • • SEE SHEFe 5 FOR CAVCITY • • I. • • • • • •• • • • • • • ••• • • ••• • • • • ••• • • PRODUCf PEVISM as o"Aims w•IIC Nm Red@a+ g•binp Qede AecepMece Ne 1 U 12 �3 Qginde• D•le 7 0 . lcif•Y '•>o•4a S ENSF •!�® � I .p O N .70592 yT•, S EOF dqT�� drawing noAll 3-49 "Ili, i . 0``�� sheet 3 of 12 DOORA :f w D o- 0 00 B o ` I OX (SHOWN) XO XX tD, OOR FRAME WIDTH , � G D b o- 00 B 0 OXX (SHOWN) xxo DOOR FRAME WIDTH A x a- w G D b K o B 0 OXO (SHOWN) DOOR FRAME WIDTH A c ' 00- G H 0 00 B 0 O X X X (SHOWN) OXXO XXXX APPROVED CONFIGURATIONS © O O INTERLOCK � 12pr_ it "i EXiERI0RN0..l DOOR FRAME WIDTH (SEE Op TABLE) © o © �\I/I o �o m a r7 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. a0 "' N 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. c 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. W ` ym! O G"nm ::pwti 0 d¢m °o 0aoa� O cn ip O N Qwz�.F ly Z n_ m J�fDQ w QWm O 0 -J K 0 V) R W xv X OfO z V) N :5. L� N Z O O J Q C) c N J Z O 3Z��V O NJ v O W comb °RODUC f REVI6F.Q O ce —plying with the F{wwo holding cod 1 2 ' O A.pt.m No &- 61Z .13 >cwirotlun[mt 8 v�a�d INTERLOCK �� I 12!OCI6 • • • - •I�(� �� • • EXTERIOR• • • • • • • • • DOOR FRAME WIDTH (SEE Dp TABLE) • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • ••• ••• . . .. . • . . • . • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 Ahk .70592 5 c'- O S TEOF duiI drawing no. CHART #1 DESIGN LOAD CAPACITY - PSF (GLASS) AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES GLASS TYPES 'B' 'BY GLASS TYPES 'A' 'Al' WITHOUT REINF. WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 62.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 62.2 71.0 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 62.2 71.1 30 36 42 ,48':) 54 ad 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 -70.0 80.0 -70.0 80.0 - - -62.2 71.1 30 36 42 48 98 70.0 80.0 70.0 110.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 4B 102 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 30 36 42 48 108 - - 70.0 80.0 - - 70.0 solo _ 70.0 solo - - 70.0 B0.0 6 7 INTERLOCKS WITHOUT REINF. CHART 42 LOAD CAPACITY - PSF (ANCHORS) AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES e ANCHORS AT I STILESTILEEENDS EXT.(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 90 70.0 70.0 80.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48� 54 96 C 70.0 80.0 70.0 80.0 70.0 80.0 --70.0 80.0 62.2 71.1 30 36 42 48 98 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 48 102 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 48 108 70.0 80.0 70.0 80.0 70.0 80.0 70.0 77.9 INTERLOCKS WITH HEINE, 3/16" TEMP. CLASS 0 w 3/16" HEAT STREN'D GLASS 3/8" AIR SPACE �� a I .090" Interloyer 3/16" HEAT STREN'D CLASS m n Z 3 ByntKurla ay America, Inc.' SeM Glosrlayer 3/16" HEAT STREN'D GLASS By 'Kuroray America, Inc.' Q 4 n 3/16" HEAT STREN'D GLASS 0 w N •E'.. M 0 a o tw�Vu � 0 23 70 / ze / 28 CL a ro $ !I !I !I !I !i 0 1 G SILICONE G SILICONE I: I: I: y 0 °iJ z S it it I DOW 899 it it it / I DOW 899 In 0 N Z N LL m \ 2y \ 29 CARDINAL XL i EDGE SPACER O ST. STEEL _ GLASS TYPE 'A' GLASS TYPE 'Al' (j m 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS J h 0 0 3/16" TEMP. GLASS g W R 3/16" HEAT STREN'D GLASS 3/8" AIR SPACE � .090" Interloyer 3/16" HEAT STREN'D GLASS z Ul of to Trosifol PVB o N By Kuraroy America, Inc.' 090" Interloyer m Trosifol PV8 in 3 M N 3/16" HEAT STREN'D GLASS By 'Kuroray America, Inc.' = OO �M �3/16" HEAT STREN'D GLASS o Z 3 m f !i \ w U �� 23 \\ NO / 2e SILICONE !I !I !I 1_ SILICONE DOW 899 ii i'i / DOW 899 a ' ' S E O\ 0 I O o p o \ \ 49 / \ \ 29 /CARDINAL XL i EDGE SPACER ST. STEEL y S iS GLASS TYPE 'B' GLASS TYPE '131 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS FOR DOORS WITH 2-3/4" SILL HEIGHTS. • • • • • • • • • • • • FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 4,7.0 PSF • • DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APP•OVED F•F• • • • • • • • .6OOUCIF REV1188A WATER INFILTRATION RESISTANCE • • • • • • • • 0.Wplyle9w1th4me FloflE9 SEE SHEET 7 FOR DETAILS • • • • • • • • • • !F•td1ng Code Aeeepteece Noe -I O/2 . l •7j NOTE: E.puetiue Oet SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. E� �)f,. 1 •��^Ky SEE CHART #2 FOR ANCHORS CAPACITY. N4TA: • • • • • • PtoiwfG�mtl•1 LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM, G[*�S� CAP:CITIES rN :HI: SAEET A:E • BASED ON •ASTMP E113031-09•(3 SEC. GUSTS • ARD kORIGQ BUILEM�DCNMISSION• • • • DECLARATIO Y STATE NT rleAO5-DEC P219 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'H'Se o. 0592 % ' l • O A OF drawing no. LS2e.'cCO 1DP'• �\�� W13-49 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING -— -AT HEAD ----- TYPE 'A'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE J 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1 /4" DIA1 /4" DIA. ULTRACON BY 'ELCO' 'ELCO' (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— AT SILL - — — — FTYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE L——1-3/4" MIN. EMBED - — — — — — — —AT JAMBS 1-wPE 'A' 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 THRU IBY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'B'- 1,/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSQ DIRECTLY INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) l- — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— — l ANCHOR EDGE DISTANCES J INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • . . . . . . . .• . . • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •IIODUC C REVISM c. c•u01-9 allh 16e Flafp baldlnu Cede Awpta .No 1s,_0(24,/3 R.plrri.• mle J s 1.(—L,.,—a_ aci•ef C'••b•1 \T I \ 111 111114A/,j�/¢� ml m o= w 0< $ O 2 g J.a I 2019�= '• OF .��` 9 O drowing no..-491 TYPICAL ANCHORS / \ O SEE ELEVS CIN6 18Y OR 2BY WOOD BUCK ��/ w SPACING (SEE NOTE SHEET 1) METAL _ ____________ ______ ____ ___ c STRUCTURES f __ ___ ____ _________________ 1 ri 'EDGE�DIS7. d-1f&',• .CONCRETE 1/5" THK. j MIAMI-DADE COUNTY APPR'D MULLION j Z m p 3 .'. SiAG EREO',3'KSI MIN. (SEE SHEET 6) II SEE SEPARATE NOA II Q y m & . b. EDGE DIST. 3-1fB" I (SEE SHEET ) "� W STAGGERED ij 3-1 8" Ij H w Z N 1B i STAGGERED j Q� O p �• OF 0 0Wp zit t� OtyM, oaoQg O r7PR�A'LANCHORS- TYPICAL ANCHORS ZOVS. SEE ELEVS. w p E FOR SPACING FOR SPACING LL w J �W¢ Qwm�� is i. is 'u is it i iI .i .II O it ;I It 10 ^ o it it ii f O II II !j Ij Ij J N toI; I; 0 it II 11 II I! V) II II II i! II to Ij Ij Ij Ij Ij W v WEEPHOLES: } i! Ii ii i! il, z N I-cp Wt = 1-1/2" LONG NOTCH AT EACH END. o cnco m i W2 = 3/16" X 3/4' LONG WEEP NOTCH AT 22" FROM ENDS Vt w 0 c' M H 00 a AND 36'� O.C. � p m I x = o ;� Z W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS o a li II i.i j� i� AND 36" O.C. 10 3 z n a 0 it it li ii it W O N J W4 = 1/4" X 1° LONG WEEP NOTCH AT 5" FROM ENDS w U Oo W r l AND 36" O.C. N W ro F it ji i! li .i x II jl jl it it O PILE PADS: W ii it it ji tI P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION !i !i Ii li li 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH I! P2 = SELF ADHESIVE PILE PAD 3 0 8 it I! ti !I ii 1" X 3/8" X 1/4" HIGH o o 23 4 LOAD BEARING SHIMS 4 P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN - g OR POURED & HARDENED 2-1/2" X 1" X 3/8" HIGH w 3 HIGH STRENGTH GROUT 18 NON -SHRINK, NON-METALLIC 73 P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL Vc - 5000 PSI MIN. ... _ 2" LONG X 1-7/16" WIDE X 7/16" HIGH. © 26 24 C N e 2 _ H o o Pa • • • • • • ,Oj • • • 11q0t&D REVaM .� o Wa • • rti= • • • • r6mWN�w�tAtrsRh < m u o w _ _ 21 vx• • • �� •�""s" I Q12 1 ``�Y�11tut��/ _ N i • •AAA • • • • • • • L 9rn �� i n r. t NOT APPROVED LIMIT MAX. LIMIT MAX. @•8r V7o0HefCanMd o. 0592 CONCRETE 'P3 FOR WATER RESISTANCE EXT,(+) LOADS EXT.(+) LOADS pp TO 47.0 PSF • • 010 70.0 PSf• • • • ; !H 2 2V1:90 I. W1, W2 • • • • • • • • • • • fan �` O EDGE •DIST. ' 3-!�/B • • • • • • A OF drowln no. SILL HEIGHT VS WATER R�VSTANiE EYTI� *I_C; • • • • �• 9 STAGGERED • i 01OP'' `��` W13-49 TYPICALkANCHORS SEE SHEET 5 CHART 1 FOR DOOR ICAPACIIT • • • • • • ' �yp •'• .... C9 FI FOR SP CSEE SNG • • • • • • i�i 111111 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o w a r1 PANEL WIDTH ZTYPICA SEE ELEANCHORS REINFORCING FOR SPACING AS REOD. Q 2 trSEE SHEET I a FOR CAPACITY © P2 O D.L. OPG. O TYPICAL ANCHORS OO V SEE ELEV. FOR SPACING yN4uu A IL M 0IL00 _ 0 O w L N ..22 w a ........ �''... ........ 27 0 n U a — m � m IMERLOCK � �o � � N ' 17 6 2BY W BUCK en rmi o ° 21 OR ILL) w 'V WOOD ST CTURE SEE NOTE HEFT 1 EXTERIOR Z c� y D.L.O. 3 P3 g Mm m v O o n PANEL WIDTH C) o Z3_j m 1/4" MAX. DOOR FRAME WIDTH (SEE DP TABLE) 1/4' MAX. W N SHIM SHIM � O Ow W 00 m O o o o •RODUCf REvty* 4g o o n oomWYlnY w11h the Flarj& _ boding C"odc a � a ArcePtI ILL a.re No l o l 2 1 3$ S Eapiro:ia• Date- R �r 0 o e $ o •• ••• • • • • • •• mom _ • • • • • • • • • �t1111111///j O o. 0592 $ a • • • • • • 0.0 • • • • 7 7 OF drawing drawing no. • • • • • • • • • .FC IDP.••' . .. �,`�' W13-49 111\ sheet $ of � 2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL WIDTH REINFORCING PANEL WIDTH AS REGO. FOR CAPACITY 0 TYPICAL ANCHORS METAL STRUCTURE (3 ASTRAGAL EXTERIOR D.L.O. ILL 27 PANEL WIDTH >- TYPICAL ANCHORS DOOR FRAME WIDTH (SEE DIP TABLE) 0 SEE ELEV. FOR SPACING PRODUCfIREVOW OR SPAI 21 DOOR a� w m r "0 m 0� Z M Q z W 10, � `� G o {�wu 0 G'a n O>In dmEm $ a o 0 0 oy�p N N C QKZ�N N W > y W In N LL = Ja ID o Q W M ITi� y� F O c U N J J v r 8 pp M N LL N C w z � of a o N Io N 3LMm Q 00 N Z C •ROD'JCf REVISED ro mtorugift Code o 3 Z L o Wmdit Ateephel'e No ! -D I Z • I W O N Etpirstluo I1ntc `i U �w ' altl, (•�1��2,1 o wm� O 696.1 Prodw can" SEALANT: 0 0 $ o ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ° WHITE/ALUMINUM COLORED SILICONE. u a m��Za ° r • • • • • • • • • I1111111r 0 •• ••• •• • • • •• '•.• 0 N O 70592 - i�7.ig • • • • • • • • • •'• T _OF .•'(� drawing no. sheet10of12 It 100\\,% ITEM �/ PART // QUANTITY DESCRIPTION MATERW. MANF./SUPPLIER/REMARKS 1 E701 1 FRAME HEAD 6005-TS - 2 E702 1 FRAME SILL 6005-TS - 3 E703 2 FRAME JAMB 6083-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - 5 E705 AS ROD. PANEL LOCK STILE 6063-T6 - 6 E706 AS RE00. PANEL OUTER INTERLOCK 6063-T6 - 7 E707 AS REOD. PANEL INNER INTERLOCK 6063-T6 - 8 E708 AS REOD. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS REOD. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS REOD. GLAZING BEAD 7/16" LAMINATED GLASS 6083-T6 - 11 E711 AS REOD. GLAZING BEAD 1" INSULATED GLASS 6063-T6 - 12 E712 AS REOD. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS REOD. 2" SILL RISER 60fi3-T6 - 14 E714 AS REOD. 2-3/4" SILL RISER 6063-T6 - 15 E715 AS REOD. FIXED PANEL CLIP (CONTINUOUS) 6063-T6 - 17 E717 AS REOD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 18 M10 X 3/4" HWH SMS AS REOD. FRAME ASSY. SCREWS ST. STEEL - 184 �10 X 1" FH SMS AS REOD. PANEL ASSY. SCREWS ST. STEEL - 19 b8 X 1/2" PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENDS k 16" O.C. 20 �70 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REOD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REOD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65f5 24 PR03-6005 2/ MOV, PANE TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2" MTG. SPACER REOD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - 26 (j8 % 1/2" PH SMS 2/CLIP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS REOD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 AS REQO. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.059 p-y 1.129 1.312 .078 3.582 .078 1.824 t.648 2.105 3.562to .078 1.648 .937 .045 L_62 Z n W H f 2 r o w a Z .937 ,050 1.021 06 k-1.998 Ld 1.252 Q W N` M N U 998 094 0. G O FRAME HEAD 2.625 O PANEL LOCK STILE O 2.625 PANEL INNER INTERLOCK GLAZING BEAD to t' INsuL. LAM. GLASS GLAZING BEAD 1t 7/16" IAM. GLASS 0 8 m m V C m to 8 0 a o F1.144 1.998 1,471-1 .062 3.250 z10 .210 1.937 .210 ose 2.687 0 0 N N O QW5tri,� E - � 3.562 _ I .078 2.705 = o o -. 2.313 .078 1.648 1.047 .06 1.0Ltj 1.047 �- U J .125 g 2.625 5.532 1.998 -1,623 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER � o W n Lj .062 O PANEL TOP & BOTTOM RAIL O PANEL OUTER INTERLOCK ? o w LL <n to M .915 _+. 357 2.248 125 WIODUCf t2 vww r=sptyieg with the F7orWL Ev&fiog Cak g w 10 � I Z m 3 3 Z O NO "...' .149 06�-� 1.494 .078 Aaeptu"•t IR_o1�.13 'l:.spiqq''°tl°° °c-ems,(-?�yi-L`1 0 W ro OFRAME JAMB 1.540--I v�wi �= . t 25 Co•ted 1.998 2.067-I 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER m -- P 262 1.139 1.022 3.687 u n _ 078 _ 1 3.437 5.274-d1 O FRAME SILL 1.824 -I 0. 3.820 3.996 .076 • • • • • • • w� • 1,824 • • • • •1 6 8 • • • • • • �• • • • �• � •w-• • • • • • • � • • • `\``�J�®11�1 �'®7�ojp'_'4'' • • • ' • •' OENSF'•. KJ \ Noo�o ` < m o I ,tl o 2.500 0 1a0 2.000 • n • • • • • • • • • • • • • • • S �/^ E IF • • • drawing no. • \ sheet 7 1 of j 2 O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL j �1110 ••• • • • • ••• • • ••• • • • ••• • • u� � w 18 � 0 Q W Z � ro gQoo8 s 0 Q W M W N (L Z W �_ O M WW Q OI f F O U o -j J n J v� 0 m 0 V N FRAME TOP CORNER W PANEL TOP/BOTTOM CORNEV) i W o N to N 3 rM m 0 oM 0 c J m O Z 3 � O Z O N ON WU o0 WRODVC F REVIMP O as cnmplyiag •Mth tL! Fj"j !.W NnuFing (TeJe Amephntt No 1$'01 Z . 1 3 E.pitatln. Dotr " � I20 f 9 <A— r. �� x Wme a.& COM&W o � R va�o� ooe • '� • • • • • • • 1/11111/ 0 • • • • • • • :0: •• • AH 111 11j/i •• ••• of • • • •• P•.• 7 Y • • • • • • • • • • • = O 000 • • • • • • • • TAll:� OF •'•S(1� drawing no. • • • • • • • • • • • • . • • %.. ....ea`W13-49 FRAME BOTTOM CORNER ••••••••�BII"" sheet 12 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U MIAMI•DADE MIAMI—DADE COUNTY" a ` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street. Room 208 BOARD AND CODE ADNI(NISTR4TION DIVISION T (786) 315-2590 F (7861 315-2599 NOTICE OF ACCEPTANCE (NOA) NN•ww.miamidade.p_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 Prnd. . Control...... Section (In Miatni-Dade County) and/or the AHJ (in areas other than Miami-DadL,-(1urjt_y) resale the right .- to have this product or material tested for quality assurance purposes. If this prcodt at.or mate0al *fails W .. % perform in the accepted manner, the manufacturer will incur the expense of such-tostirtu and the-AHJ ma: . immediately revoke modify, or suspend the use of such product or material wit A T.he' uric tct o RER • 0 • y P P � Y j tl 1 n• reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Caunty ProQkcf! Contr(1l• ; • • Section that this product or material fails to.meet the requirements of the applicable lViNing code" •. 00000 '••' This product is approved as described herein, and has been designed to comply,�yltj.t Flonc�a�uildiris *:• Code, including the High Velocity Hurricane Zone. 0• ..... . DESCRIPTION: Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I, • • • APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Filed Wind-Av'- AM.I.)', • sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/I7, prepared by Al-Farooq Corporation signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 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 !here,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 datema_y be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety,-. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.11 and consists of this page I and evidence pages E-1. E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 17-1011.20 MIAMI DADS COUNTY Expiration Date: May 05, 2021 Elm Approval Date: December 21, 2017 Page l 11 •• • • • • • ••• •• • • • • • • • • • • • •• • • • •• ••• •• • ••• 90 ......... . . • 000 • . • • • . • . . • • • . . • • goo . • . . . . • • • . . . ... 0 • 0 000 p✓ as aJ GP/, GO Jd✓✓O f�N�i d di,,� ✓0°. a0�y s, �yd Fiat b�,o y/ J °Pio✓off/oa4�l� S/°?�'�id✓/a✓ey/,:4°%,°0��°!�d'�e�,p�'�y� sn'`b. �yo �✓% J/�°.J dJ``/JP'il �S/C�,� �`.°JGP 9 A0. °s 29 �o ( 1 1 Eco Window Svstems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/1 ] , with revision D dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 4166600 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : .' . "" 940900 g Rq.� 2) Uniform Static Air Pressure Test Loadin C TA5 30�•94 3) Water Resistance Test, per FBC. TAS 202-".:.. 0. along with marked -up drawings and installation diagram of an �h?mi_ tun faxed ; :" window, prepared by Hurricane Engineering and Testing, Inc., T69?Report it • •; • • HETI-10-3145 dated 1.2/29/10 signed and sealed by Candido ant, P.E•.: : : •. (Submitted under NOA No. 11-0309.07) 000000 0 • 2. Test reports on: 1) Large Missile Impact Test per FBC. TAS 2;1-44: • • ....:. 2) Cyclic Wind Pressure Loading per FBC. TAS 203-94 . : • 0 , 0: along with marked -up drawings and installation diagram of an aluminum feted'.' 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 NO_ANo. 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 Engmeering and Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font. P.E. (Submitted corder NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h 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) E-1 +15 ooj c Sifang Zhao; P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 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 "Kurarav Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance. complying with FBC-5`a Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahimad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI40-3145, HETI-I&; 146. HETI-10-3147, BETI-10-3148 and HETI-10-3149, all issued h•_v Hdwicane • • • • • • • • ; • Engineering and Testing, Inc., dated 12/29/10, signed and sealecf6v CandidoT.•Tont, '. ...... .. . ...... P.E. ...... . . . (Submitted under NOA No. 11-0309.07) • • • • .... .. .. ..... G. OTHERS ...... .... ..... 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window.S jt=s, LLC•for their0.0 p } Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I. apprewed on 0S/02/13...:. ...... and expiring on 05/05/16. • 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-10, titled "S-550 Aluminum Fired Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared by Al-Faroog 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. n� Z� co Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 6cn 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. • • • • • • • •••• •• •• ••••• •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-3 FA (SURF A 3 1/8" TEMP. GLASS 3/8' AIR SPACE 1/8' HEAT STREN'D, GLASS 1/8" HEAT STREN'O. GLASS .090" Interlayer .090" Interlayer Trosifol PVB Trosifol PVB By kuraroy America, Inc.' By 'kuraroy America, Inc.' 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS SILCONE I SILICONE C DOW CORNING 899 C DOW CORNING 899 z m 2 m I z m io io io m 5 f 38 S m 3A I i o_ � 0 � �w 10 0 W 9 AT 1/4 POINTS ON LITES 9 AT 1/4 POINTS WIDER THAN 36" ONLY ALL SIZES GLASS TYPE, 'A' GLASS TYPE; 'AA' GLAZING OPTIONS �v w o j THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Z N M ECO-GUARD SERIES-550 Q f i ry ALUMINTIM FIXED WINDOW x o c` o 0 N cy DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER d WW CHARTS SHOWN ON SHEET 2. O C �M c W . APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER a C ^� g WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING C IL MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. Q 0t LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 0 0 o WILL APPLY TO ENTIRE SYSTEM. LL i N ro THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Q w M 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 g U 0 TO THE BUILDING STRUCTURE, v J n ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 3 m AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE p 1/j MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Z M W .. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3 L ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. } MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT LC V) I — COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 30 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 0 N THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Z p 00 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY :z 7— OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR a 3 Z WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, o O a AND TO BE REVIEWED BY BUILDING OFFICIAL. n U o 0 WmM0 3 16" HEAT STREN'D. GLASS 090" Interlayer S S Trosifol PVB By kuraray America. Inc.' a f ii 0 o g o o —3/16" HEAT STREWD. GLASS SILICONE �DOW CORNING 899 9 o o ^ n n fl SETTING BLOCKS AT N 5 li �i • • • • • • • •AAAC♦AS7 AND y�UL. LAM. GLASS .` o < m • • • • • NCf "GLAW.INO BEAD LEG TO CLEAR BLOCKS �i • • •• • • • • • •• • • • ``1111I Illfllyr " f • ••• • w♦��pp camplywp. 'Ilia, in, Flcrida < b1,ilCiry c •''Cuoa .70592 A.cccpcmir rdo f,�-, lot • ZO ti\ — .., 9 AT-1/4 VOWS ON LITE! • 1'.x7�nticri D..�,..O.i72.' %ZOLI '1�71 1I •i( 0 5 �IDE�• THAR 36" ONLY • • • • ♦� ♦ � 0 • • • P•"•?'��" ��® ATE OF r•�'`� drawing no. CLASS TYIle 7R' • • • • • • Mi:♦u C1.u'•Prc�uet;'ua;ra)0.0 ••• • • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS T1PI, 'AA' GLASS TYPE. '8' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) 30.. 36" 42" 48" 54" 60" 66" 48" 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" 50-5/e' 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 54.0 57.8 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 54.0 57.8 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 30' 36" 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 W51.254.870.0 70.0 75.0 70.0 75.0 42" 48' 5q" 60" 66" 54" 61.7 66.1 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 54.0 57.8 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 70.0 75.0 70.0 75.0 - 68.9 73.8 68.9 73.8 61.7 66.1 70.0 75.0 70.0 75.0 - 68.9 73.8 68.9 73.8 - - 70.0 75.0 70.0 75.0 30" 36" 42" 48" 60" 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 - - 66.4 71.1 66A 71.1 61.7 66.1 70.0 _ 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 - - 70.0 75.0 70.0 75.0 - - 59.0 63.2 59.0 63.2 54" 60" 66" - - 68.9 73.8 68.9 73.8 26-1/2" 32" 37 42" 48" 53-1/8" 76" 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 70.0 75.0 70.0 75.0 70.0 75.0 1 - - 62.0 66.4 62.0 66.4 70.0 75.0 1 70.0 75.0 70.0 75.0 30" 36" 42 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 61.7 65.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 1 70.0 75.0 46" 54" 60" 66" - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37' 42' 48" E. 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 - _ 70.0 75.0 70.0 75.0 30" 636" `-.- 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 750 70.0 75.0 70.0 75.0 - 70.0 75.0 70.0 75.0 42" 48" 54" •72_'^ - - 70.0 75.0 70.0 75.0 26-1/2" 32' 37" 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 1 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 70.0 75.0 70.0 75.0 X, 36" 42" 48" 78" 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" 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" 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 42" 49" 84, - - 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 73.0 - - 70.0 75.0 70.0 75.0 30" 36" 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 42" - - 70.0 75.0 70.0 75.0 • • • • • • 30" 36" 42" 96" - - 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 L NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • •• •• ••• NOTE: • • •• • • • ••• • • • •• GLASS CAPACITIES ON THIS SHEET ARE 7RnDUCi'R VlSFD BASED ON ASTM E1300-09 (3 SEC. GUSTS). omlgir:g wiDt Dl; Florida ut1,1,n8C j • ••• • iAa>�t::nvN�1�-I0lI"ZO • • • • • • • • • • • • • • • • .PYC"aiff ... . . . . ... . . . . . . . . . . . . ... . . . ... . . AHA �e.•'•1•IGEN3�c i a/ 70592 xY AT 0 0 ro 0 L N Q 10 f 0��` ° IL 0 O a � g O dO�N C �Zo pN iiZO t70� QWOEI= u A drawing no. W11-10 wrnn aiiBy TYPICA ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI-DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICEANCHORS SEE y FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY �ELCODIA. ULT�CON 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 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING 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 = 35 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (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) BY WOOD BUCK TYPICAL EDGE DISTANCI 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 4T DYAD, 51OR JAMBS Cc - 3000 PSI MIN. • •C-d0 HOLLOW/iILLF•D NORMAL WEIGHT BLOCK AT JAMBS Pm = 2000 PSI MIN. I • • • • • • • • • • • • tttttl{11117 T7 • • • • • • • 7/// • `�A �� es 000 i ✓FdUt.UC:';" P.cvIsLca N .70562 , ' RS t'.11�rniyi�!L :Vii Ii1C FIot13tl - : j„( = ° ANeMORs: : : : . . Erp,anti�• B,•' . ~�0'• SEEEL SEE ELEV. • • • • • • • 'trrS%S%Zo2� YATE OF [(Y� FOR SPACING • • • • • • • By— •� Zp, :/ FLORIOP.••'�0�� EDGE DIST. J • • • •••\harm D-4?mdimoonimt ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � y�U Zm 0� m 14 W H 'L n Qa S a' 0 cy a CL �" 0 G'a O o 9 .+ 0aaQA C 11 0 mzj Q W D W N U. W Q nZi�g� J J o U) Z W 3 V) X V) N� D 0 5M m z Oco Oco I Z 3� ?i z 0 O O N J 7 U 0 0w 0 W co E P a drawing no. W11-10 U� o 1/4" MAX. 1/4' MAX. SHIMS 1/4" MAX, © Z m ; SHIM 18Y SHIM C F y W000 BUCK W $ 2 a a TYPICAL ANCHORS 4 2 TYPICAL ANCHORS O p` o O SEE ELEV. - _ v,> SEE ELEV. Q .l N m u FOR SPACING IF FOR SPACING _________ /.4 g dx� 8 QIL p Fad Q N f, - iJ � Lw 0 TYPICAL ANCHORS Q w m f O 8 EXTERIOR ; d SEE ELEV. METAL j -- FOR SPACING 0 STRUCTURE D.L. OPG. J N WINDOW WIDTH m O (0 ^ z L o Z W 0 W W - } (if V) Z 0 O n 0 'a MIAMI-DADE COUNTY : J APPROVED MULLIONZ y> m SEE SEPARATE NOA TYPICAL ANCHORS >>�� SEE ELEV. FOR SPACING 3 Z W o N O Ln 000 W N ro:2� O _ v q S EXTE221OR WINDOW WIDTH - WINDOW WIDTH p o R •• ••• • • • • • > •. • C< �$ • • • • • • • • • X``I11111i1)I//j/ 0 • • • • • • • • • • • '; • ucElvsF _ u c�n:fly::�l; vitth sha PlrriAz _ N 2 o L; ilriin;•. Cvi.^. � • ••• • • A—pit,ctt:of•7_f�fL2O • • • • • • (�' TAPE OFd�I� drawing no. • • • Mi,•�i C�ir'p C.nmol �' F10RIOA,.-G®�� ` W 1 1-10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALT. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE TYPICAL SEE ELEV. FOR TYPICAL ANCHORS SEE ELEV. FOR SPACING n •• ••• • • • • • •f INSTALLATION DETAILS WITH INSTALLATION FM411 1p?t;,11'; t171Ap*W*lzt7SAP'PEIt • • • • '- — FFl, i.LiC RF Vls20 -am.;;fyieR wilh t!m F'(orid-e ' . • • • • • • � wkiiag •^� io '^ • • • • • q 2-6 • • • • • • • Or • • • •• •• • • • •• •• ••• • • • ••• • • 0 i J m J J u m 3 1p 0 N L z W 3 V) 4 (o 2 3 rn z pC Q O Z z LL� a 3 z o poo" o WoOmk ®.APB CEkS ® i n o N .70552 . ATE OF :•�/�` drawing no. W 0 78 01 FRAME HEAD/SILL/JAMB 050 (_ .452 I»-1.287 -•1—T V SNAP COVER �1 rr. 394 .803 .050 1.047 OJ GLAZING BEAD (7/16" LAM. GLASS) 2.688 30 1 .803 _ I-,045 .500 LJ�/ll .769 1.172-i T_ 2.611 —H 3A GLAZING BEAD (INSUL. LAM. GLASS) (�) FLUSH FRAME ADAPTER 519 —1.750 — 11-� � .493 .803 I 045 I 1.750 ' 1.047 L Lj 493 GLAZING BEAD (5/16" LAM. GLASS) CORNER KEY ITEM PART 8 QUANTITY DESCRIPTION MATERIAL MANF./SIJPPI.IF.R/REMARKS 1 E503 4 FRAME HEM/SILL/JAMB 6063-T6 - 2 E504 4 SNAP COVER 6063-T6 - 3 FY109 AS REDD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 3A E505 AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 38 FYIOB AS REDD. GLAZING BEAD (5/16- LAM. GLASS) 6063-T6 - 4 #10 X 1-1/4" 3/ CORNER ASSEMBLY SCREWS - - 5 E203 AS READ. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB fi PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - 7 FLB-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 8 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 9 AS REDD. SETTING BLOCK, 3/16- X 3/4- X 4- LONG EPOM OUROMETER 8035 SHORE A 10 - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL • • as FRAME CORNEp•• i SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. o (3 0 J I O V) N Z W n O V) X } a: N N Z O C, uV o N O Z ALL O O LQJ N W LO co PI�I�IPI�. • • 11111111L1�// .. ,1 AH S \ '^ocuvrT ^F1q^SL .70592 1^. cnc;plgi0p wide the fl ridn drawing no. TATEOF � Gy�� • :�n�m„ �a:.e Proau<I rolmo[ %," i A.:e_ �e,S?�.� W 1 1-10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE NRAINII-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room. 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T ( 786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy- Eco Windows Systems, LLC 8SO2 NW 80`h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)_ This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform•m e accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imi;"iatIly revo�<e m odify, oi•: • suspend the use of such product or material within their jurisdiction. PERA reserygy g right�Q•rcl,oke t1lis • acceptance, if it is determined by Miami -Dade County Product Control Section that thii.product or material fail; to • .... meet the requirements of the applicable building code. 000000 .. • This product is approved as described herein, and has been designed to comply with the F'Idtitla BuildarU lode, • • •.. ...... •••• ••••• including the High Velocity Hurricane Zone. • .. .. .... ...... DESCRIPTION: Series 600 Aluminum Outswing French Door �vAvo Sidelites-L.i iL • • • • . . • APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, titled "Series 600 Alum Otrtswmt Entrance Door ....:. (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dIted.C?./L3/1 `' and last � • • • • revised on 11/09/17, signed and sealed by Javad Ahmad, P.E., bearing the N iami-Dade County Product C'cintrol • Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: I. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double,Door DP ratings with sidelites (whvo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37`. See locking options 1 & ? in sheet 7_1. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. y 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 chaii2e,.i 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. y INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0603.13 and consists of this page 1 and evidence pages E-1 and E-2. as well as approval document mentioned above. ' The submitted documentation was reviewed by Jorge M. Plasencia, P.E. M1AM1 DADS COUNTY i% NOA No. 17-1218.1 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 Page 1 r " 62Cb 6 [y, 2� O GS 'P C �i /hP d C a� s, oo psi <0 op N,i 0110- tI /.(.�1'i .CO 'sty /© aP ,oP LPL b /• y/. /P�. drt, 00 i7 ?i7 Of s !Jid DD 9G¢P N ri U? /OU /d ', �Go 19i as //�c AvOlb, aG�s o 0 6 79 . P f ,r o� dy �i Qai '7 Or" ry �Piy db�. HP. /O C' \d 46 6yor//ehry°d4g� A''yo� i . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . • • • ••• • • .. .. ... .... • • • • • . • . • • • ••• . . • • •• ••• •• • • • •• • •• • • • • ••• • •• ••• • • • • • •• Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS i. 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 021/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted tinder 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 P.BG T.AS 202'14• • • • •; • .. .. . 3) Water Resistance. Test, per FBC, TAS 202-94 • • . ; 4) Large Missile Impact Test per FBC. TAS 201-9A 5) Cyclic Wind Pressure Loading per FBC-. TAS 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2024-1494 • • • • • •: • • • along with marked -up drawings and installation diagram of an aluminum Outg�vi;g Froxic'li door, "•" .. .... ...... prepared by Hurricane Engineering & Testing, Inc., Test Report No. . . • • • • • ITETI-12-3357, RETI-12-3358, HETI-12-4003, hTETI-12-4003 and IIE�91-12-4027dated.03/16 ....:. ...... 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. ; 000 • Note: The above referenced test reports have been revised by an addendum Leiter dated.IJ029, 2(712, • 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(511 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 (1VIA) (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. oree M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-1 Eco Windows Svstems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahrnad, 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. [l IIWiX-7 1. This NOA revises NOA 912-0402.03, expiring 03/20/19. •... ?. Test proposal, dated 10/ 14/11 and 02-21-12 approved by PERA. . • . • • • • • • 900000 ...... ... . ...... 2. NEW EVIDENCE SUBiVHTTED • A. DRAWINGS • • • • . 1. Drawing No. W12-08 Rev D. titled "Series 600 Alum Outs'Agng Enti,"Ce Door (�tivl.�.)", • • • • • sheets I through 9 of 9 (inclusive 7.1), prepared by Al-Farooq CorporNNK dated*01 13/12 atid•• .. .. .... ...... last revised on 11 /09/17, signed and sealed by Javad Ahmad, P.E. • • • • • • • • • • ...... B. TESTS 1 . None. • • • • • • • •. • C. CALCULATIONS I. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE l . Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 _ Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (IVIA) for their "Saflex Clear & Color Glass Interlay-er", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC Wh 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 t. This NOA revises NOA #15-0603.13, expiring 03/20/19. , �T Jorge M. Plasencia, P.E. Prdduct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20.. 2019 Approval Date: February 08, 2018 E-2 SFRIES 600 AUJIIINUM OVI'SIYING ENTRANCE: DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDEL17E SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELTfES 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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS do 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, NCN-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA SLOG. CODE 4 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 W THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL.. 1/B" HEAT STREN'D. GLASS .090" Interloyer Trosifa' PVB By 'Kuramy America, Inc.' 1 /8' HEAT STREN'D. CLASS SILICONE i DOW CORNING 899 z 2s ��' to �� 6 `8 1 � GLASS TYPE 'Gl_ 6" HEAT STREN'D. GLASS Trosifol PVB By 'Kuraray Americo, Inc.' r-3/16" HEAT STREN'D. CLASS 899 i i ii li SETTING BLOCKSI AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 1/8" TEMP. GLASS 5/16" AIR SPACE -1/8" HEAT STREN'D. GLASS .090" Intedoyer Saflex Clear And Color Class By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS C SILICONE i m DOW CORNING 899 26 CARDINAL XL EDGE SPACER m 15 ST. STEEL I'. SILICONE / SETTING BLOCKS AT INSUL, LAM. GLASS .r NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS • • •• O e Ilon od wl th Pl�ddi `t111111rfhf e • oAc�BL o 1l-12f6In s LOAprr2RdlDatL•03l20/26190• '• tt &' , 5 Fl BY .0.70592 r, �•' Mlam -Do Product Controls : {7 = c 3 a • • • • • • e • • • '' T OF Sy drawing no. • • • • to!.•' �� THESE DOORS ARE RATED FOR L•RCF. ,�fMALL 1,4►SSII1 IIjPXCT. • • • • ,''S� ",I . .. ��d W� Z-OS SHUTTERS ARE N07 REQUIRED.* • • •• • • • ��u+,Iitttt`\\ sheet of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 3/4" MAX. FRAME WIDTH 12" 5" MAX. MAX. HEAD/SILL A SEAD LL CORNERS I I I O/ II II / n w J jj �/ ro io • u \ II \ 1 I I \ I I \ /E3 li \ , lj� ACTIVE LOCK OPTIONS #1 OR #2 I�(OPTION 2 SHOWN) SEE SHEET 7.1 FOR FOR DESCRIPTION �m N SURFACE APPLIED N m w FALSE MONTINS OR 26 15/16" d OECORATNE GRILL D.L. OPG. MAY BE USED 37" MAX. _ LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS, L%MINATED GLASS FRAME LEAF FRAME.(+) INI'.(-) WIDTH WIDTH HEIGHT 39-3/4" 37' 98" 70.0 1 75.0 HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. 12" (NVJ - MAX. SILL E- - 'II� I — E LOCK OPTIONS j III == #1 OR µ2 \ (OPTION 2 SHp W SEE SHEET 7.4 FOR DESCRIPTIOA �� ¢ m a __rr-___ -L • -- II /E3 \ IZ SURFACE APPLIED FALSE MUNTINS OR DECORATVE GRILL MAY BE USED II I I I I u II II u II 2 ;f I I li II I I I I II G INP,CDVE I ACTIVE [2�6 26 15/i 6" mw zd SURFACE APPLIED FALSE MUNTINS OR O.L DECORATIVE GRILL MAY BE USED 37" MAX. LEAF WIDTH (XX) DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(41) INT.(-) WIDTH WIOTH HEIGHT I 76' 37" 1 99' 70.0 75.0 .I ASS D L 0 DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 NOTE: EGRESS REQUIREMENTS TO SE REVIEWED BY BUILDING OFFICIAL 7 i 1 1 32 33 D.L. OPG. (0) STAND ALONE SINGLE SIDEUTE SEE SHEET 3 FOR CAPACITY • • • • • • • • • • • • PRODUCT REVISED • • • • • • • • • as complying with the Florida • • • • • • • • • Building Codo • • • • • • • • • • NO-...17-1218.15 • • • • • • • • • Expiration Dato03/20/2019 By --" Mi 1-D rodue� t Control *NOTE:* • • • • • • QLASS•CAPACITIrSbN•THIS SHEF TE• • ••flASED:ON OSTj E330ds09 (•3 EC'.. GIyST4 • 4ND 51-6RIDA RJILCINO COMMISSION• • • NOV 1 F 7017 •DECLARATORY STATEMN41 4DCA05-OEC-21t ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n T' 70592 ' \ $` ' , _ 5 T OP `'�4Ce drawing 9 no. �i.fin... 0..��Pe'�9®�� W) 2-08 'DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDFLRES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) 1,41'.(-) 24 30 36 37 42 82 1 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 1 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 61.7 75.0 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 B4.1 63.3 6313 74 30 36 37 98 63.3 63.3 57.8 57.8 53.1 53.1 52.4 T752.4 �4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELRES 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 7SO 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 7D.0 75.0 61.7 66A 61.7 66.1 24 30 36 37 42 Be 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 81.7 66.1 24 30 38 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 fi4.1 70.01 75.0 83.3 63.3 70.0 75.0 24 30 38 37 99 63.3 63.3 . 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 $2.4 52.4 1 70.0 75.0 NUNFUN- AS REOD, SEE CHART 39-3/4- MAX. 76" MAX. (C NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. 6" AT HEAD/SILL 12" 3" MAMAX o HEAD SILL -i i II I II II I I II II I ! Il I I I \ / \ i � m J JI li II I rn ro o Ci it it II \ II it \ LO K 0010 S o_cgt_o== dIi ===:N=❑== i j #1 OR/12 II II (C )0N I S O ) n II II \ II I I I SE I fPz SHEET DESCRIFTION 1 \ INACTNE ACTIVE -�. I r SURFACE APPLIED FALSE MUNTINS OR 32 3/4" \ 1 26 15/16 26 1B• DECORATIVE GRILL D.L OPG. F^ D.L. OPC. D.L.15/OPD. MAY BE USED 37" LEAF WIDTH SIDELFE FRAME 'WIDTH 39 3/4' MAX. (SINGLE) MAX. 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) y�u Z m� 0 M 0 d N O 0 t "n 0 D, W 0 arQ� IY rzd N UEON -o Q W Omi 2 F MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 I GLASS O.L.O. DIMS. 6i m C N D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000- PRODUCT REVISED D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438" • • • • • • • • • • • • as complying with the Florida )` 0 . . u q • • • • • • • • • Building Code C • • •• • • • • • NOA-No. 17-1218.15 "11111 tilillj • • • • • • • • • • • Expiration Date 03/20l2019 NV ®�$dt 7��i " o By Mla i-Dad roduct Contro(� y S \ o.7 92 s s $ NOTE: • • GLA!sP CAPACITIES ON 1141S SHE f FE t •� • �ASEJ ON AST1 �13(b-a9 (3;EC• GI•ST.•J I 1 ' , Eof drawing no. .AND RORIW, DUILOING COMWSSIC* • • NOV 9 6 ��, ��• �'� • •2-08 9ECUMTORY *TAIEMLN� CA0519SEC-11i • ��®R1AL �% W1r- � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/16" MIN. THROW SOLT PENEIRAIION 1/2- MIN, THROW BOLT PENETRATION PROPERLY 5ECURED TYPICAL ANCHORS EDGE DIST. 1BY WOOD BUCK I� EDGE DIST. SEE ELEVATIONS ' FOR SPACING � JE�D�E DIST. �� {` w 25 liil N ° O O ti I I A 33 I I 26 2 TYPICAL ANCHORS SEE. ELEVATIONS -FOR SPACING III 213Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET I / j N W TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING ------------------- I MIAMI-OADE COUNTY APPROVED I I I I CLIPPED MULLION II I j SEE SEPARATE NImoIA j l z GLAZING OPTIONS / SEE SHEET 1 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS ° 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER o - THEM TO THE BUILDING STRUCTURE. F W TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KS), Fy-155 KSI) II INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) I DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 13A / #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS B }�` 26 OR INTO METAL STRUCTURES (yFsU/s�gyaS)• e•• (3) THREADS MIN. PENETRATION BEYSND•SUESIRATE• • • • 1 '� ALUMINUM: 1/6" THK. Aw(6063iT: Mk?)� •• PRODUCT REVISED A I • B lding Cing with tho Florida = STEEL: 1/8" THK. MIN. (Fy i 36 K9 MiN.)• • • • • • Building Code ' O1 (STEEL IN CONTACT WITH ALUMNlM TORi1L• AATED•OP� PAINRD) • • • • NOA-No. 17•1218.15 TYPICAL EDGE DISTANCE Expiration Date.03/20/2019 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ,.•L,,.,._.. aDlsT. c "TYPICAVANCNORS INTO WOOD STRUCTUR�•=� 1•N211 • • • • • • • • • • • I mI-D roduct Control INTO METAL STRUCTUV _• 3/4• MIN. • • • • • • • % EDGE SEE ELEVATIONS • • • • • • • • WOOD AT HEAD JAMBS _ � A. FOR SPACING • • • • • • • I.)y 16 � CONCRETE AT HEAD, SILL QJAMg6 'c 30Qp PSIPSI"*• • .� \ Zt'+.! A R f C-9C HOLLOW/FILLED BLOCK AT JAMBS Pm 2000 PSI MIN. • • • • • • • • • • ••• • • 0 ••• 0 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING cl DOOR DrTAILS I 017M.- � El� I171/// / AH4, .!lei h Rb 7 2 40q/[ � �,1 TAT_OF drawing no, 1/4" MAX. SHIM ANCHORS OC } CONCEALED FLUSH BOLTS LEVERS AT STILE FACE (D I 1/4" MAX. \ J SHIM 1BY WOOD BUCK TYPICAL SEE ELEV. 16 ACTT\'$ i.EAF FOR SPACINGir _ 1 26 24 w - i a EEICAL ELEV. CHORS FOR SPACING - v } 25 23 EXTERIOR to 9 D.L.O. ':` ,• METAL STRUCTURE 37" MAX. LOCK OPTIONS SEE SPEC SHEET 4 LEAF WIDTH OR #2 39 3/4" MAX. fl OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH 7.1 SEE SHEET FCR DESCRIPTION TYPICAL FOR 1 /4" MAX. Z �n a o f P, " 4 a C, O O C LL N A 0apo$ o��a O N W z LLZtn_o JL O Zp A mg QwAS 12 lu U o v � m Q� J 25 � g w V W >� �' w a 0 00 O oQ R N W 00 Rs nrn-r_i-n I 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY c oW o cop1 INACTIVE LEAF ACTIVE LEAF g $ g • • • • • • • • • • PRODUCT REVISED as complying with the Florida , • 26 • �•--•-•—•—•'— • • Building Code • • • • • • • • • • • • NOA-No. 17-1218.15 \\111111I1//ir • • • • • Explratlon Date 03/2012019 ``��a� '�• t,10FNSF • � � _ J_ ,�- 114 By Miami-D Product Control 70592 i� \ a � I III EXTERIOR JOCK OPTION • • • • • • • M1 • • • • • • • ••DOD a /1IL • NOV :� ,/ ,-�` 11 OF Q{! '/err®®��'�1�t`\\ drawing no. W� 2—�$ sheet 5 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS O SEE ELEVATIONS 1/4- MAX O 1/4" MAX FOR SPACING I EDGE DIST. _ SHIM SHIM 5 18Y Z + TYPICALANCMORS WOOD BUCK O W SEE ELEV. FOR SPACING 16 Q a 4 c C OOP C U Q v� Zb q 7.TYPICAL ANCHORS C d G Q SEE O FOR SPACING N C QW��'aG 14 EXTERIOR ILzo� W m � METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. 37" AT 98" HT. = o MAX. SINGLE SIDEUTE WIDTH v J N J o m S N n f GLAZING OPTIONS REINFORCING II -- SEE SHEET 1 #12 SMS 16 AS REOD. w 1/4" MAX., O AT S' FROM ENDS O SEE SHEET 3 j H SHIM, AND 11" O.C. MAX. co� 6 3 .�« n 112N W I M r' 05 I 26 13 ONO J� �. N _ _I 24 W N¢7` I N I IYPICAL ANCHORS I--- SEE ELe 4 E FOR SPACING 8 `� v 3 2377 0 14 15 25 Q sX 1 D.L.O. e, 19 9 D.LO. - W 4 4A EXTI RTOR LEAF WIDTH r 39 3/4" (SINGLE) .. SIDEUTE WIDTH 76" (DOUBLE) MAX. DOOR FRAME WIDTH • • ^�_• • MIX..010T FRAME WIDTH Go u' PRODUCT REVISED .7 892 as comp)yying with the Florida 22 Building Gode NOA-No. 17-1218.1$ - • Expiration Duo /2tl 819 • • • • • •Ely • • • • • • _ :' �` �— --, • a. °' '' ,,.,�'� r, • • • • • • • •AT OF i{/ drawing no, v TYPICAL ANCHORS mi..-O o lirod•ct C Wtg.l o • •—•—. PJ sJ z i • i,g, oR (,®� W 12-08 • EDGE DIST. SEE ELEVATIONS • • • I +JPDE�LITE~DETAILS1 �� 3° ��` FOR SPACING till110, ,Sheet 6 of 9 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM � PART � RF.QB. DESCRIPTION MA'IT:WA1, MANP./SUPPLIER/RE/AARRS 1 E60I DOOR FRAME HEAD/SILL 6063-TB - 2 E602 FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 4 E604 SIOELfiE TOP � BOTTOM FRAME 60E3-TB - 4A E626 - SIDELITE 9" BOTTOM FRAME 6C63-TB - 5 E605 - SIDELITE FRAME JAMB 6G63-TB 6 EE06 SIDELTE SLIP ON JAMB 6063-T6 7 _ EE07 - LEAF TOP k BOTTOM RAIL 60fi3-TB 7A E625BOTTOM RAIL 8063-TO - 6 EfiOB LEAF W�STRIP ADAPTER 6063-76 - B E609 - LEAF HINGE STILE 6063-T8 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 EBI1_ - LEAF ASTRAGAL STILE 6C83-T0 - 72 E612 - LEAF ALIGNMENT BRACKET 6G63-TB - 13 E613 - LEAF CLAMP 6063-TB 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T8 12" LONG 14 E614 - GIAZING BEAD (5/16" LAM. GLASS) G063-T6 - 14A � E109 - GLAZING BEAD (7/I6" LAM. CLASS) 6063-T6 - 15 E675 GLAZING BEAD (UISL'L GLASS) 606J-T6 - 16 E876 SNAP COVEP, 6063-T6 - 17 E613 BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS READ. SIDELITE MULLION REINFORCING 6G63-T6 - 79 FO-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN k ASSOC. 20 _ fB1202 FLUSH BOLT LEVER SULLIVAN fc ASSOC. 21 FBRS 1455 CONCEALED (LUSH BOLT ROD ST STEEL SULLIVAN � ASSOC. .22 �12 SM6 AS REOD. FELINE ASSEMBLY SCREWS - - 23 �12 X 3/4" HINGE INSTALLATION FASTENERS FH SMS 24 3/B" OIA THREADED ROD STEEL -WOOL - 25 W11323 - PILE W�STRIPPING ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOFRENE EPDM 27 E206 - GLAZING BEAD BULB SAN7OFRENE ULTRAFAB 28 - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 2B E622 - RUSH BOLT CUP NYLON 30 DL07 RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE. INTERLOCK 31 OLOIWB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC _ 33 Q10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS _ - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4' LONG EPDM AT 6" FROM FAC11 ENO, DUROMETER 80t5 35 - 7./ LITE SETTING BLOCK, 1/4" X 3/4" X 4' LONG EPDM Ai 6" FROM EACtI END, OUROMETER 8035 o tj U N Z m 3 0 h Z a Q g 2 a a 00 G 0 �Nm UD>M m QaoQ g yqEp n Q W a Quam,F -� s J J -1 N O rt o w H W V) LM A 0 C) N Q N 3 ZU n L7 �p�v w W --�c� C s o o z o SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD J,M5504 SEALANT. o oI 065 0 •• ••• • • • • • •• .d' • • • • • • • • • IIII I11111 TI --� • • • • • • • • :":)DUCT REVISED �`.• ••"VAK•J• n p o as ccun fting with tho Florida ,' V,IC6A!3P i d Building Coda o n NOA-No. 17-1218.15 _ N 7L>592 • • • • • • Exvir•tion Daiie 03120/2019 I`'0 i, ".r� •' i, ! a • • • • • • • • • • • • • • • BY• ✓ i �q`y rA OF �•<y�` drawing no. • • • • • • •Mia Da r•duct Control T; .l qq /r� 7 E1q y OP•, a ��\\ �� • • • • • • • • v®®�1A 6heet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS: OPTION 81: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" CIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) Ai BOTTOM 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" VIA, THROW BOLTS AT TOP AND 801TOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM ffih GEFS''. 3-1/2- X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE 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 Al MIDSPAN (38- O.C. MAX.) HINGES FASTENED WITH #10 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION Al2: ACTIVE LEAF: CONVENRONAL 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 'SULUVAN & 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 1/1' FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW 80LTS 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 / / / t ACI • • • • • • • • • • • • PRODUCT REVISED • • • • • • • • • as com l&T with the Florida • • • • • • • • • Building Code • • • • • • • • . • • NDA-No. 17-1218.15 • • • • • • • • • • • • Expiration Date 03/20/2019 Miartl -(� o Product control ••• • • • • • • • • • • • Ruy i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J 3 o or J g � o W c� m N O 11 00M Z 3� ro 0 Noo wa W CO M T F $ 0 6 0 o qq I9- u say `11111111I I//// � GENSAc � =_ 10,70592 . A o Gy a..rLO ICP.•'' drawing71 081 4.0G0 .11 078 625 1.625 !•=-2.062� DOOR FRAME HEAD/SILL \J SIDELITE TOP & BOTTOM FRAME 078 r.329 O FRAME COVER -1 r -.687 ee 05� 7.1197 .154 16 SNAP COVER 4.750 t 1.507 -I 7 LEAF TOP/BOTTOM RAIL 5 4.7191078 j .078 t.750 7 Li F1 -1 4.000 el LEAF HINGE STILE 5.344 a.00o 2.081 1.750�� 1.507 B �, .078 1G LEAF LOCK STILE 5.344 .078 - v 1.750 2.081 07 1.5 F ASTRAGAL STILE I1 8. 11 DOOR FRAME JAMB SIDELITE FRAME JAMB .b 519 .394 .803 .045 .803--j1-=.050 .8.1033 .045 1.047 Fes- - 1.04 '47 L Z.172 F^- ,a GLA7ING BEAD an GLAZING BEAD 11s GLAZING BEAD 5/16" GLASS 7/16' CUSS INSUL. GLASS 7 A) 9° BOTTOM RAIL v SIDELITE 9" BOTTOM FRAME 1.500 �- .312 .06 LEAF W'STRIP ADAPTER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1218.15 Expiration Date'03/20/2019 BY _ Miami-D5do Product Control G94 31 Ii .;12 - 12 LEAF ALIGNMENT BRACKET _1.780 I 281 375 - 125 'I.E4� 125 3.781 L= 13 LEAF CLAMP HINGE BACK-UP PLATE 1e • • • ^`jl2so� • •• • • • •. • o •y #19 SIDELITE MULLION REINFORCING 4.188 6 SIDELITE SLIP ON JAMB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z q W O� qw Qf z� 0�� WN OGNm C1'ou>" o Q 0. O a D QWZ�6 N - o M Z J Qwmf 3 m J r 1 8 V W H tD w 5o 0 ro � 3zZ-n ti Oppv J w Lwo S- d n 'll ;n 7D�92 = $ ;'• `TA OF G� drawing no. O0 22 22 4 w 22 z O99 O W N U /• / / M H 08 y�LL CY �2NLLm v V o rcb J } 0 g � In DOOR FRAME CORNER Li N SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER 30 St CO J N w C o0 M Ld in 12 `o l2 o fi � N y No • • •• • • • • • •• • • • • ••• • PRODUCT REVISED �.' �OE�asF '•/ e as compliing with the Florida 705. 2 $ Building Coda • • • • • • NOAfJ0. • • • • • • • • Ex�iracan Z- 3/20/2019 • • • • • • •BY •L /!��•� q OF drawing no. • • • : • •. • i • miaTy oduct Control � ii� 3 F 2±ij? :,�tS ' °A•.a',�� W ? 08 GAF CORNER rs iNA%. sheet 9 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE iv IAMI-DADE COUIM ME`` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO1V9:1C RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) "wiv.miamidade.gov/economy Best Rolling Doors, Inc. 9780 NW 791h Avenue Hialeah Gardens, FL 3301.6 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-Pr8dUCt Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AK). 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 riot to have this product or material tested for quality assurance purposes. If this product or material fail to.4-form i1i "e accelItrsd•; • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoVe. %odifv, or'. 0010 suspend the use of such product or material within their jurisdiction. RER reserve, .JV. right to revoke phis acceptance, if it is determined by Miami -Dade County Product Control Section that this.produet or iyaterial fair to• •; meet the requirements of the applicable building code. •....' ... This product is approved as described herein; and has been designed to comply with the ifth•Yelocitr• Gk cricane..:..' Zone of the Florida Building Code. • • • • •• • • • • • • • • DESCRIPTION: Model SIO-6565 30'-41/" Wide Steel Roll -up Door •. . . . . ...... APPROVAL DOCUMENT: Drawing No. 17-4669b, titled "Model S10-6565 Steel ljoll .Lip. Door;-,* sheets 1 . ...... through 4 of 4, dated August 10, 2017. prepared by Best Rolling Door, Inc, signed and sealed ]Sy Frauk%.•l�ennardo, • P.E., on October 24, 2017, bearing the Miami -Dade County Product Control revision stamp with the 1Mti& of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or irmer surface of a panel. 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. LIIVIITATION: Roll -up mechanism is not part of this approval. 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 #14-1006.06 and consists of this page 1, evidence submitted pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Helm), A. Mak/aar, P.E., M.S. hllAMI-DADE COUNTY ljJ�� /G'�"/ NOA No. 17-1031.07 ..•, b Expiration Date: 01/27/2020 j� y a Z-4 1-7 Approval Date: 11/30/2017 Page 1 62 O 1 O 7n �Jrjly •CtS k rjjJ `�C, �n0 °rl�,N' � �Sj. si.• �� `/ '�qy�'f+ '✓a ' .ha'/s c°'D '9'O.O G,. �,. O, r%p �ci �r4:� 0 "J/°f/ti rC%jrs f, `•y�c P !°�GSP P�`S'OiJ Pi7j °'J `k;�� H l �i 'g./ /O �� c • °C�. �G '4'�yoO'f r8�. °f �,®^ fe•• cq3,�� . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . ... . . •. . . . . . . . . . . . . • • . . . . • . . . • . . . . .. . .... .... . •. . . . • ••. • • . . . • • . 0 Best Rolling Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6565 2009, titled " 11lodel SI0-6565 ", sheets I through 3 of 3, dated 0410612009, prepared by Best Rolling Door, Inc_, signed and sealed by Joseph H. Dixon, Jr., P.E. B. TESTS "Submitted under NOA # 09-1103.05" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC. T4S 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, T.AS 203-94 4) Tensile Test per AST1I _A370-05. Along with marked -up cb•mvings and installation diagram of 11odel SIO-6565 Steel Garage Doors, prepared by Fenestration Testing Laboratory, Inc.. Test Repp%No. FTL # 5589, dated 01113/?009, signed and sealed by Michael R. TV-enzel, P•E• • � • •�• •:. .. . .. . . C. CALCULATIONS "Submitted under NOA # 09-1103.05" "' : " ' • • • • • • • 1. Calculations _for attachment of "C" channel guide to steel or cor;;r� to jamb, dated �.... 07/23/2009, prepared, signed and sealed by Joseph H Dixon. %-:6X9.'F. ..... ..:..' D. QUALITY ASSURANCE • • • • • • • • • • • • • • 1. Miami -Dade Department of Perinitting, Environment, and Re jtlw:y Affairs'(PERA) •, ...... E. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No. 11-0926.07, issued to Lyplast Products, LLC, f1r.tlie.�f Expanded Polystyrene Block Type Insulation, approved on 1111012011 and expiring on 01/11/17. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC, dated 0110312012, signed and sealed by Joseph H. Dixon, Jr., P.E. "Submitted under NO.A # 09-1103.05" 2. Statement letter of no_financial interest, dated 10/1612009, signed and sealed by Joseph H. Dixon, Jr.. P.E. 2. INFORMATION SUBMITTED UNDER PREVIOUS APPROVAL #14-1006.06 A. DRAWINGS 1. Drawing No. 6565 2009, titled "!Yodel S10-6565 ", sheets 1 through 3 of 3, last revision. dated February 25, 2015, prepared by Best Rolling Door, Inc, signed and sealed by Joseph H. Dixon, Jr., P.E., on 11arch 20, 2015. Cffelrny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1031.07 Expiration Date: 01/27/2020 Approval Date: 11/30/1-017 E -1 Best Rolling Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS "Submitted under 1N04 # 09-1103.05" 1. Calculationsfor attachment of "C" channel guide to steel or concrete jamb. dated 0211512015, prepared, signed and sealed by Joseph H. Dixon, Jr., P. E. D. QUALITY ASSURANCE 1. by 11iami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS • • • • • 1. Statement letter of code conformance to 2014 FBC, dated 03/211/7V-1, signet afzd sealed by Joseph H. Dixon, Jr., P.E. 2. NEW INFORMATION SUBMITTED • • • • • • • • • • A. DRAWINGS • • • • 0000 1. Draining No. 6565 2009, titled "Model SI0-6363 ", sheets 1 tlr. oirgi;3 of 3. 1�r.5t revision dated February 23, 2015, prepared by Best Rolling Dgor, -tic, sigVV1j6Chd sealed by Joseph H .Dixon, Jr., P.E., on Nlarch 20, 2015. •••' •. •• • B. TESTS 1. None. C. CALCULATIONS "Submitted under NOA 9 09-1103.05" 1. None. D. QUALITY ASSURANCE 1. By 11iami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2017 FBC, dated 1012412017, signed and sealed by Frank L. Bennardo, P. E. Ya�� w it elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1031.07, Expiration Date: 01/27/2020 Approval Date: 11/30/2017 E -2 STEEL ROLL -UP DOORS MODELS S10-6565 SEE TABLE 1 FOR MAX CLEAR OPENING WIDTH 1 STEEL ROLL -UP DOOR 2 STEEL ROLL -UP DOOR 1 SCALE: NTS ELEVATION 1 SCALE: NTS SIDE SECTION TABLE 1: MAXIMUM ALLOWABLE PRESSURE AND CLEAR OPENING WIDTH MODEL p MAXIMUM CLEAR OPENING WIDTH MAXIMUM ALLOWABLE PRESSURE S10-6565 30'-41/2" +65psf / -65psf • • • ♦ • • <L : No PEb(I:CS i %�O S'SiY'F OF �' IUNAI_ F GENERAL NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201, 202, AND 203 STANDARDS. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN (TABLE 1) FOR ANY ASSEMBLY AS SHOWN, 3. ALLOWABLE DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL. 5. SLATS TO BE A.S.T.M. A-653 GR 50 STRUCTURAL QUALITY STEEL WITH MIN. Fy - 50 KSI AND G-90 GALVANIZING PER A.S.T.M. A-653, OR A.I.S.I. 304 SERIES STAINLESS STEEL MANUFACTURED WITH A MINIMUM YIELD STRENGTH OF Fy - 50 KSI. 6. WINDLOCKS SHALL BE 11 GA PLATED STEEL. A.S.T.M. A-1011 7. ALL ASSEMBLY BOLTS TO BE S.A.E. GRADE 2 CADMIUM PLATED OR GALVANIZED STEEL. 8. ALL RIVETS TO BE A.I.S.I. 1035 STEEL, CADMIUM PLATED, STAINLESS STEEL OR ZINC PLATED W/ Fy= 37,000 PSI. 9. INSULATION MATERIAL SHALL BE EPS-EXPANDED POLYSTYRENE INSULATION MANUFACTURED BY DYPLAST PRODUCTS LLC COMPANY, MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE # 16-1129.05 OR LATEST VERSION. 10. DOOR MAY BE INSTALLED ON THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL DOOR IMPACTED ON BOTH SIDES. 11. GUIDE DETAILS CAN BE USED IN ANY COMBINATION. 12. ROLL -UP MECHANISM AND HOOD ASSEMBLY ARE NOT PART OF THIS APPROVAL. 13. THIS DOCUMENT CONTAINS INFORMATION RELEVANT TO THE NECESSARY STRUCTURAL REQUIREMENTS OF THE SYSTEM INSTALLATION. COMPONENTS AND FASTENERS NOT REFERENCED WHICH ARE PART OF THE INTERNAL FABRICATION OF THE SPECIFIED SYSTEMS OR ASSEMBLIES SHALL BE PER MANUFACTURER PUBLISHED SPECIFICATIONS. 14. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE • EX NG STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS • NED HEREIN. • 15. EACH DOOR ASSEMBLY SHALL BEAR A PERMANENT LABEL ON • FACING THE EXTERIOR WITH THE FOLLOWING MINIMUM IN RMATION: • ld' CONTRACTOR SHALL BE RESPONSIBLE TO INSULATE • D[9SIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 17. WATERPROOFING IS NOT PART OF THIS CERTIFICATION AND SHALL BE CERTIFIED BY OTHERS. PRODUCT Zia^.SE'C • • • l3-¢Pir iirt. Datc QL 2.'1 2a Za By • • p,q' ni lJnr. rcd.ct C.vmu1 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A L BENNARDO, P.E. 004G549 w O ry V � o ,[EEO8. W�� WUl LLNw isw: ZW owiP ; � F�QLL�yK4 Dav �a W «O z' m $ w, o a� WW 0W��=� 3LL w Ow ti0 w5 ; 17-4669b IJ FRANK L. BENNARDO, P.E. PEii 0046549 44J2M,7 No RNK F L. 9ENIYAR00, P, E. `: p N •L5 L ,JwPo Ou �n ZQOW uP�a� r>q��awa v Z^ oymD�`s °"WP0� 3w'�Q ul W :mow c I °w i — — — — ul owe d EVERY OTHER BOTTOM SLAT WAT WATER STOP O z' o ° o u _ SLAT, INCLUDING BY OTHERS)Q> (/ o � u a BOTTOM SLAT %� � M 0 = w a 9 0 EXIST SLAB/FLOOR J o ¢ C o 8 SURFACE (BY OTHERS) O E o LL m 1 SLAT TO CHANNEL z BOTTOM SLAT N a 2 SCALE: NTS SECTION 2 SCALE: NTS SECTION _ Lf) w %n 8 a 6 •• ••• • • • • • •• i • • • • • • • • • • r • P9?(SD17C7'Rd:VY.SF'[) � � 9 :�; :omp[yiag wirL the Fh:r.':In 3niirfrng Cede amxe exvacss+ $ • ••• • • • • • 000 • • • • • x_pi,�e:, _ l7_-1 b31.07 �p,m;DBn.ia lfz_7/— 17-4669b SCALE: NTS UNLESS NOTED 0.9 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3■ JAMB CONNECTIONS MODEL #S10-6565 EXISTING STEEL HOST STRUCTURE z.000" tus � _. SEE TABLE 4 HILTI KWIK BC FOR SPACING ANCI / SEE TAB ASSEMBLY BOLT 5/16" X 1 1/2" W/ WASHER & NUT, FIRST @ 6" FROM, BOTTOM, REST @14" O.C. START 5" FROM �-� � 3 BOTTOM, SEE (2 —/ SEE L �l as OR LIP TABLE 4 FOR SPACING CHANNEL JAMB TO STEEL t MODEL S10-6565) 3 SCALE: NITS SECTION TABLE 2: MODEL #S10-6565 JAMB CONNECTIONS ANCHORS TO CONCRETE JAMB FIELD WELD TO STEEL JAMB WALL ANGLE THICKNESS fc= 4000 psi Based on a minimum wall angle Gr50 Fy = 50 ksl DOOR SLIP EACH thickness: 3116" OPENING END WALL ANGLE TO JAMB CHANNEL GUIDE CHANNEL GUIDE WIDTH HILTI Kwik Bolt 3 PLUG WELD PLUG WELD E-GUIDE Z-GUIDE WALL ANGLE CHANNELTO STEELJAMB CONCRETE TO JAMB WALL ANGLE JAMB dia. x embedment x spacing 30' 4-1/2" 1.50 5/8' x 4" @ 6-1/2" D.C. 5/8" dia. x 3/16" 5/8" dia. x 3/16" 3/8" 3/8" @ 6-1/2" D.C. @ 10" O.C. 1.50 5/8' x 4" @ 9-,2" o.c. 5/8" dia. x 3/16" 5/8" dia. x 3/16" 5/,6" 5/16" @ 8" D.G. @ ,2" D.G. E5'- 1.50 5/B`'x 4"'@ 13-1/2" o.c. 5/8" dia. x 3116" 5/8" dia. x 3116" 1/4" 1/4" @ 12" D.C. @ 14" o.c. 1.00 5/8" x 4" @ 16" D.C. 5/8"dia. x 3/16" 5/8" dia. x 3/16" 1/4" 1/4" @ 14" o.c. @ 14" D.C. 14'- 0" 0.75 5!8" x 4" @ 16" D.C. 5/8" dia. x 3/16" 5/8" dia. x 3116" 3l16" 3/16" @ ,4" D.C. @ 14" o.c. 12'- 0" 0.50 5/8" x 4" @ 16" O.G. 5/8" dia. x 3/16" 5/8" dia. x 3/16" 3/16" 3/16" @ 14" D.C. @ 14" D.C. 81- 0" 0.25 5/8" x 4" @ 16" o.c. 5/8" dia. x 3/16" 5/8" dia. x 3116" 3/16" 3/16" @ 14" o.c. @ 14" D.C. 4.- 0" 0.50 5/8" x 4" @ 16" o.c. 5/8" dia. x 3/16" 5/8" dia. x 3/16" 3/16" 3/16" @ 14" o.c. @ 14" D.C. MINIMUM EDGE DISTANCE OF B DIAMETERS (4-) EXISTING 'ONCRETEHOST 3TRUCTURE (4KSI NIN) I. BENNARDO, P.E. 46549 IANK L BENNARDC, P.E. '549 !1: _ 0 ¢>c` �a o � MHO w.. wpm W( S LLLLxx�: N W ILU D z x 5 rrrz� r>QLL�w5 U�l 0<wzzo 71 n Wcc W KNoM=Y / 0 L, N w Ow 'ti O U CHANNEL JAMB TO CONCRETE z 2(MODEL S10-6565) w 3 SCALE: NITS SECTION V C O w a O z O V LOAD DIAGRAM > o ' a EXIST—O (CHANNEL) `e a cruNc l er Rtv/9sn w 0 a -: z a ,tlucr — i // nscwnp;yiRg•'<an,t,rrtu;:a:, / Btilldiny Cuk U' 0 g w 1D F / , Arr.^pisnm TJnl7 _/D3/.O7 = z `s w o m O G a z S'spirticn ll.st-n0.),,/�J.2�/20/2 Vx By�ti . I.l�liL� J o J m = 0 e 20 m o V Mimni DIPrnd::ci Caa?r; :. y c s v TABLE 3: MODEL #510-6565 JAMB REACTIONS F-- V) LU •• ••• • • • • f • • • • Design Wind Load (psF) Opening Width Design Slip Vx (Ib/ft) Vy (Ib/ft) +50 / -50 12'-0" 112" 1213 302 16'-0" 1" 1459 402 20'-0" 1 1/2" 1739 502 25'-0" 11/T 2501 627 30'-41/2" 11/2" 3389 761 i t�5 /et, • i • • i • • • 12'-0" 1/2" 1362 332 16'-0" 1" 1620 442 20'-0" 1 12" 1923 552 25'-0" 112" 2758 690 30'- 4 1/2" 1 1/2" 3732 838 —• • • • • +60 / -60 t—• 1Z-0" 1/2" 1510 362 16'-0" 1" 1782 483 20'-0" 1 12" 2106 603 25'.0" 112" 3014 752 30'- 4 1/2" 1 1/2" 4075 914 • • • - • • • +6!/-65• • ! • •12'-0" • 16'-0" 12" 1659 393 1" 1943 523 -•20'-0" 625-0" 1IQ" 2290 653 - 112" 3271 815 � 30'- 4 11T 1 1/2" 4418 990 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 o W U >i r 9 IS wlmucer rxnrvrzwnc rxrac-,r 17-4669b E3 SYSTEM COMPONENTS PEO 0046S49 0.875 No vv zx PLAIN NSULATED STEEL NOTE 0 SAT To BE S.T. M' A-653 GR 50 STRUCTURAL QUALITY STEEL WITH MIN, 0 ( SERIES STAINLESS STEEL MANUFACTURED WITH A MINIMUM YIELD Lo uj co .10 M IAM 1•DADE M IAM i-DADE COUNTY. FLORIDA 4 PRODUCT CONTROL SUCTION VErARIMENTOF 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.gavlecononty Impact Precious Wood, Inc. 7050 NW 77 Court Miami, FL 33166 SCOPE: This'\TOA 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 Couuc} reserve the right to have this product or material tested for quality assurance purposes. If this-productor• rriaterial,..... fails to perform in the accepted manner, the manufacturer will incur the expense of stA ftstingpildfte AHJ • may immediately revoke, modify, or suspend the use of such product or materiar tdE0h their 11kiSdiction' • • • • • RER reserves the right to revoke this acceptance, if it is determined by Miam*lSaBe Count/ Product.... Control Section that this product or material fails to meet the requirements of the apilk0l builc�i; g o� de. .. • • This product is approved as described herein, and has been designed to comply yvjth 14e Floriog j) uildina .. . . • Code, including the High Velocity Hurricane Lone. �.. • • DESCRIPTION: • • • • • • • • Series "Double & Single" Out —Swing Opaque Wood Darr w/ Wood Raised Paael — L.M.L.0...:. ' • "" APPROVAL ]DOCUMENT: Drawing No. 16-004, titled "Double & Single ObL5 #ircg Wood.ipors, wj • • • •; Wood Raised Panels", sheets 1 through 10 of 10, dated 03/30/06 with the latest revision dated• N718/16, prepared by Tilteco, Inc,, signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATION: Specific Gravity of Maho2any SG = 0.55, LABELING: F..ach unit shall bear a permanent label with the manufacturer's name or logo, Bogota D.C., Colombia, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this h'IDA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting -,*,performance of this product. . TERMINATION of this N]DA will occur after the cxpirafiori'date or if there has been-J revision or change in the materials, use, and/ or manufacture of the product or`process. Misuse"of tliis.NOA as an endorsement of any product, for sales, advertising or any,other purposes `sliail automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tetm.mation and rem6val-of NOA. ADVERTISEMENT: The NOA number preceded by the' Nvords Miami=Dade County, Florida, and followed by the expiration date may be displayed in advertisina...'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'tlit�; 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 and renews NOA No. I1-0817.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, Y.E. NOA No.16-A119,02 MIAMt•DADECOUNTY Expiration Date: October 12, 2021 V Approval Date: May 19, 2016 Page 1 r Jso�•4,�G�'G'�6p' sb"�o�"� Ab y 'GGGa''P(�°/,o fw/,r�•� /'f>,/2�rJ/<�4) `•Yoh/Po/� s4Pa�_`!yN•°�y ko oJ/r�� ?ia a /� cii�'�gt•h� �i G4i k ' G •J /J CCr Gi q JJ7 �• k3'� � a Impact Precious Wood, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 16-004, titled "Double & Single Outswing Wood Doors, w/ Wood Raised Panels", sheets I through 10 of 10, dated 03/30/06 with the latest revision dated 05/18/16, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., 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 202-94 669* 4) Large Missile Impact Test per FBC, TAS 20 L--94 . • • • , • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS F_04 • • .' 6) Forced Entry Test, Side —Hinged Door SystMM,*per AN'3I/AAMA • • • • 1302.5/ 1303.5 and per FBC 2411.3.2.1, TA9%%%*94 :....: Along with marked —up drawings and installation diagram of MU"Oiy OAt.h'Vjnging••• Entrance Doors, prepared by Fenestration Testing Laboratory, Ixci-Test Repe4U No.'s.:..' FT1,4560 and FT"552, dated 0720/05 and 12/05/05, both•signed ancl•vsmled by•••;• Edmundo J. Largaespada, P.E. ; • (Submitted under NOA No. 06-0809.04) • • • • • • 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 Mahogany Out —Swinging Entrance Doors, prepared by Hurricane Engineering Testing, LLC, Test Reports No.'s HETI-04-1923A and HETI-04-1923B, dated 10/05 and 11/11/04, both signed and sealed by Ivonne Ghia, P.E. (Submitted under- NOA No. 06-0809.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 514 Edition (2014), prepared by Tilteco, Inc., dated 01/12/16, signed and seated by Walter A. Tillit, Jr., P.E. 2. Glazing complies with ASTM E1300-98/09a D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jorge M. Plasencia, P. E: Product Control Unit Supervisor NOA No. 16-0119.02 Expiration Date: October 12, 2021 Approval Date: May 19, 2016 E-1 Impact Precious Wood, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. - F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51' Edition (2014) and with ANSI/AAMA/NWWDA 101/ I.S2-97, dated 01/12/16, signed and sealed by Walter A. Tillit, Jr., P. E. 2. Statement letter of no financial interest and independency, dated 08/11/11, signed and sealed by Walter A. Tillit, Jr., P. E. (Submitted under previous NOA No. I1-0817.12) 3. Distributor Agreement between Colmad, Ltda.; Bogota, D.C:; Colombia aril Impact - *seePrecious Wood, Inc., Miami, Florida, USA, dated 11/12/11, si'Wd by Marebej Reyes 96•, • Bustos and Ruth Velia Giraldo, respectively. 000000 .. . (Submitted under previous NOA No. 11 0817.12) • 4. Laboratory compliance letter for Test Reports No.'s FTIA4 . b- and •1PT41:-4552' issued by Fenestration Testing Laboratory, Inc., dated 07/20/0S.aud 12/Q�/Q5, both;;;;- . . . signed and sealed by Edmundo J. Largaespada, P. E. • • •. .... (Submitted under NOA No. 06-0809.04) ""• • • • 5. Laboratory compliance letter for Test Reports No.'s ;HET144-4JWJA, anti""' HETI-04-1923B, . issued by Hurricane Engineering Testing,. XV., dated 1.0/05/04• • • • and 11/11/04, both signed and sealed by Ivonne Ghia, P. E. "09'00 (Submitted under NOA No. 06-0809.04) 6. Proposal issued by Product Control, dated 07/26/05, signed by Jaime D. Gascon, P. E. (Submitted under NOA No. 06-0809.04) G. OTHERS 1. Notice of Acceptance No. 11-0817.12, issued to Impact Precious Wood, Inc. for their Series "Double & Single Out -Swing Opaque Wood Door W/ Wood Raised Panel - L.M.I.", approved on 01/19/12 and expiring on 10/12/16. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 16-0119.02 Expiration Date: October 12, 2021 Approval Date: May 19, 2016 E-2 (TYP.) 4 A/9 4 A/9 REGULAR OUTSWING DOOR (XX) — F.W. : FRAME WIDTH — F.H. : FRAME HEIGHT — S.W. SASH WIDTH — S.H. : SASH HEIGHT — D.L.O.W.: DAYLIGHT OPENING WIDTH — D.L.O.H.: DAYLIGHT OPENING HEIGHT — P.F.H.: PARTIAL FRAME HEIGHT .N. 01. A/9 II A/9 FULL ARCHED OUTSWING DOOR (XX) N.T.S. II''Itr " A. 0t� ENSj ✓ i MAX. (A.S.D.) DESIGN PRESSURE RATING: J F' ., DOUBLE DOORS WITH No.44,isi .t • • • • • THREE POINT CREMONES ©0 �? POSITIVE 60 psf =� f • • • • • NEGATIVE 65 psf k • , RI , X �� t •o—r S ozole Tn • • • • • • TIWT T(jt71N�• • • • • • • • • e-•ail:+l • • • • • • • • • • ••• • • • ••• • • * A/9 A/9 (TYP.) II A/9 II A/9 ELLIPTICAL OUTSWING DOOR (XX) PRODUCT REVISED as comp)yying with the Florida Wlding Codo NOA-No. 19-0119.02 Expiration Dato 10112/2021 GENERAL NOTES AND SPECIFICATIONS: 1. FENESTRATIONS SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. FENESTRATIONS MAY .BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 STANDARD, AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATING INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE ,2. IN ORDER TO VERIFY THAT ANCHORS ON THIS P,A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Na USED IN THEIR ANALYSIS. THESE FENESTRATION'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-2011 TAS-202, TAS-203, PER FTL REPORTS No. 4752 AND 4560, AND HETI REPORTS No. 04-1923A, 04-19239 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM (ALLOWABLE STRESS DESIGN—ASD) DESIGN PRESSURE RATING'IS• +600 psf.. —65.0 psf WITH REQUIRED HARDWARE AS PER ELEVATIONS SHOWN ON SHEETS 2 3 & 4. 3. THESE FENESTRATIONS ARE APPROVED FOR AIR/WATER INFILTRATION. 4. ALL COMPONENTS SHALL BE AS PER BILL OF MATERIALS ON SHEET 5. 5. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH A MINIMUM SPECIFIC DENSITY G=0.55. WOOD BUCKS MUST SUSTAIN LOADS IMPOSED BY FENESTRATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL, AND SHALL COMPLY W/ SECTIONS 2411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE, PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.), WHEN ALLOWED BY THIS DRAWING. 6. ALL FRAME MEMBERS SHALL BE ANCHORED TO EXISTING STRUCTURE FOLLOWING SPECS INDICATED ON SHEETS 2, 3, 4 & 9, AS APPLICABLE. 7, 7HFSE FENESTRATIONS WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE 8. FENESTRATION'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: IMPACT PRECIOUS WOOD, INC. MIAMI, FLORIDA. MIAMI—DADE COUNTY PRODUCT CONTROL. APPROVED. 9. FENESTRATIONS INSTALLATION SHALL STRICTLY COMPLY WITH SPECS INDICATED ON THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 10. ALL FENESTRATIONS COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING SHALL BE SEALED/CAULK TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL ALL AROUND FULL LENGTH. 11. (o) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND 'DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE, RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A,D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (P.O.R.) FOR THE. PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW IN ADDITION TO A MANDATORY SUBMITTAL TO MIAMI—DADE COUNTY BUILDING CODE COMPLIANCE OFFICE FOR EITHER A PRODUCT APPROVAL REVISION OR A ONE TIME APPROVAL. (e) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, .31 4. • • • • •• P.E. SUl SION110RE/GATE THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA .PRODUCT REVISED as comp)yin with the Florida 0uilding Code NOA-No. 16-0118.02 • • • • ENPiration Data 10,1212021 .. By ... • miaml-ph a Pro uc Control • • •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) o2o16 mrEco INC. KC.OIMc. DOUBLE & SINGLE OUTSWING WOOD DOORS, W/ WOOD RAISED PANELS DRAWN UY: M.L. IMPACT PRECIOUS WOOD, INC. 7050 NW 77 Ct NWJI, FL 33108 FIN!(785) 222-0427, FAX: (405) 428-3011 °I/IvI° IT 0b• 2KGINLERINO COMPANY Im tlM JN,. •. aW. & n Llee le,n 11m)y11-I , r& , (b71 nl-ISN -Tait: Eltacbaol.com 16-004 ORAWWO If _ A. I&M1 Jr., P.E. 5HEE1 1 OF 10 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A'/9 19 A'/9 A'/9 A'/9 22 21 -_I 21 (TYP.) 22 P.F.H. 2'-I,' 2 -I1• D.L.O.H. (Max.) D.LO.H. (Max.) (TYP ) 15'lo.c. S.W. (Max.) JI YI— (TYP.) 1 $ 4A 2'-11 1/4• Nlx S.W. (MaaJ 9•-3 5/8• 4A MID.)•' 9'-8• 1'-11• 1 F.H. .L.O.W. (Mox.) (N (Mc..) 1'-11• _• 9'0� lx y lx' C'/ 19 C' B'-10 3/8' S.H. 19 9• .C. 4A -10 2 -11• .L.O.W. ox.) Z 1 10 /2• 10�/2" t0 0+*J D'-0• F.W. (Max.) (TYP.) I, A'/9 ' A'/9 REGULAR OUTSWING DOOR (XX) — F.W. : FRAME WIDTH — F.H. : FRAME HEIGHT — S.W. : SASH WIDTH — S.li.: SASH HEIGHT — D.L.O.W. DAYLIGHT OPENING 'WIDTH — D,L.O.H. : DAYLIGHT OPENING HEIGHT — P.F.H.: PARTIAL FRAME HEIGHT ' A'/9 A'/9 a �- ec /(1 9) Lc �� °'-0• F.W.` (Max.}— a -I-; J �U Ll 07P3 '-0• F.W. (Mox.) �p) 23 (TYP.) I' A'/9 ' A'/9 23 A'/9 1` A'/9 FULL ARCHED OUTSWING DOOR ELLIPTICAL OUTSWING DOOR (XX) (XX) INTERIOR ELEVATIONS N.T.S. Tl �•�� PRODUCT REVISED ��j •••••••••••,• as complying with lho Florida Buildtill MAX. (A.S.D.) DESIGN PRESSURE RATING: d - NOAiNo.Codo16-No. DOUBLE DOORS WITH (4) CREMONE SURFAC OLTS ©1 �f• • • • •; • ; N0. �41%7 • i • '• • • • • Expiratlon Date 10112/2021 • • • • • :•k • • • • ♦ Dy_ -- + 3 POINT LOCK 19 * • • : • • s • • s Miami -Da ro uet Control POSITIVE 60 psf % • v, QR.QP • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) NEGATIVE65 psf �' •��iPs�OroA` tl�?,1' 0201511MCO INC. DOUBLE & SINGLE OUTSWING WOOD DOORS, W/ WOOD RAISED PANELS DMWN BY: u.L • • -.�=-r, . tg O INC. IMPACT PRECIOUS WOOD, INC. oI VITF 16 • ♦ • •521 • • • • • • TIWT TE=INO•q F�OIN RING COMPANY uv >eu. 5� s+.. wl- v.I. wno04 n en.e a I-i nv) sr.-.vi 7050 NW 77 Ct um" rL 33160 PH: (788) 222-0427, FAY: (305) 428-3011 I B-OO4 • • • • • •1 • • • • • •6-rell: W...go61— • Ea-0 719 DRAWING W P.E. sEA SIONAwRr/DATE .611 A nl1R L., P.E. ROIUDA Uc. 44167 - "Aw• oy� - - sHCCT 3 0! f0 • •• •• • • • •• •• ••• • • • ••• • • ' A'/9 ' A'/9 I—rL .) S.W. (Max.) 11" 19 9 —6" Pr2'-11" F.H. 2'-11—Mx. ax.) I21 D.L.O.H. (Max.)5' o.c. M o.c. (TYP.) 22 2 �18 (IY (IYP.) t7 o.c. (TYP. 4A ax. 9'-3 5/6" F_ S.H. 9'-3 5/6'� 9,� o.c. S.H. 9" o.c S.H. (TYP.) Max. (TYP.) (Max.) ,��. (Max.) I— 1'-11'• ( ) i_ _ D.L.O.W. (Max.) D.L.O.W. (Max.) F.H. _ W W W 19 `► (Max.) 19 D/9 D/9 D/g ___ D/9 7'-6° D/9 (Max.) 4'] 1/2" 'C4 A) 3'-5 ,/6" 2'-11" 18 3'-5 ,/6" D.L.O.H. (Mox.) (TYP.) 19 10 /2" 10 /7 ___j L 10 1/2" tU 1/2" 10 1/S 9 9121 9" O.C. L 9 23 (IYP.) 21 6 o.c. 6" 23 (TYP.) 21 (�,) -�(t P.) 3 -0" S_0,. F.W. (Max.) F.W. (Max.) (TYP.) ' A'/9 I' A'/9 I' A'/9 SINGLE REGULAR SINGLE FULL ARCHED SINGLE 1/2 ARCHED OUTSWING DOOR OUTSWING DOOR OUTSWING DOOR N N N INTERIOR ELEVATIONS N.T.S. ti�tfrpdueuiii/�� I iP'�•(�•9' T�A.'S • • • • • PREFIX L GE END: MAX, (A.S,D.) DESIGN PRESSURE RATING: ,ttS.�::'�N•@�••s✓ :•: �• SINGLE DOORS WITH (2) �� lic 0 • - F.W. FRAME WIDTH CREMONE SURFAC OLTS 21 t • • : • • •• - F.H. FRAME HEIGHT + 3 POINT LOCK, 19 - S.W..: SASH WIDTH POSITIVE 60 psf _D, STATE OF Oz010 TIU — S.H.: SASH HEIGHT j — D.L.O.W.: DAYLIGHT OPENING WIDTH F NEGATIVE 65 psf • \ �r — D.L.O.H. DAYLIGHT OPENING HEIGHT • • ' • °,• nwr TEirlx�• - P.F.H.: PARTIAL FRAME HEIGHT • • • ii • ••• tl i' • • w'� »" °" ' C P.[. 5[A EIGNATUpC DATE WM A. al ROWaA Uc • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ) A'/9 2'-11" S.W. (Max.) 1,_6" PTA. J (Max.,' 6" 1 22 (TYP.) 9" O.C. -3 5/6" (Typ.) 4A o.c. M„x '.-�I T—D" F.H. S.H. L_ (Mox.) - (Max.) D.L.O.W. (Max.) � D/9�D/9 I17" 4A 1 $ 3'-5 1/8 19 2 -11 D.LO. H. (Mox.) (TYP.) - 10-�1/2" 10 /2" 21 s o.c. 6v 23 (1-YP.) (� )3' 0" F.W. (Max.) A'/9 SINGLE 1/2 ELLIPTICAL OUTSWING DOOR N PRODUCT REVISED as comp)ying with the Florida Building Coda NOA-No. 16-0119.02 Expiration Data 1011212021 9 15 �_r" 1 3/4 5/ 1/16" 17 —� 23 ® 3/4' Min. PANEL SITE SASH FRAME GLAZING DETAIL FOR WOOD PANEL 23 N.T.S. PRODUCT REVISED ' as complyyingg with tho Florida T'I� j�� • • • / Building COdo NOA-No. 16-0119.02 • •,t11�G4•1M•.1. •., •, ✓ • • Expiration Date 10/1212021 By • !' A.• •'; ' • Mleml ct Cantro • •• •� • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) STAJEOF 02015 TIVE00 IK. DOUBLE & SINGLE OUTSWING WOOD ORA- er: Q el" DOORS, W/ WOOD RAISED PANELS �•E • ••• ':s "' • • • 01/12/18 1L EC O IN-. IMPACT PRECIOUS WOOD, INC. • • • at- 7050 NW 77 CI OAIE: IW TE NO ! [NOINEERINO COLPANY • • 000 • • • •' i / • • 6Ja 66 ns�. �iw) Oi-iDw . twH(»l 1- bIUiR PH; (786) 222-0427. FAX:1(305) 428-ion 16-004 • • • 000 • • e-moil: 111-0ool— pRAWINO M EB-0006710 WALIFA A 11W1 Jr., PE - :so.: P.E. SCA SIONAIUR[ aA1Cn�yn SHEET 5 OF 10 n.OPoOA llc. 44f 87 - BILL OF MATERIALS REM / REQ'D. OESCRIP110N SIZE MATERIAL &REMARKS i _ 1 FRAME HEAD _ 1.78" x 6.09" MAHOGANY WOOD 2 1 FRAME SILL 1.92" x 6.125" � MAHOGANY WOOD 3 2 FRAME JAMB 1.78" x 6.09" MAHOGANY WOOD 4 2 TOP RAIL 2.25" x 6.125" MAHOGANY WOOD 4A 1 INTERMEDIATE' RAIL 2.25" x 4.715" MAHOGANY W000 _ 5 2 _ 807fOM RAIL 2.25" x 6.996" MAHOGANY WOOD 6 2 HINGE STILE 2.25" x 6.125" MAHOGANY WOOD - 7 1 LOCK STILE 2.25" x 6,841" MAHOGANY W000 ®ACTIVE B 1 ASTRAGAL LOCK STILE 2.25" x 6.SM11" MAHOGANY WOOD.® IN -ACNE 9 AS REO'D. MAHOGANY WOOD BEAD 7/8" x i" ATTACHED TO SASH W/ i6 gage x 1 1/2' FINISHING NAILS SPACED AT 2" FROM CORNERS & 10" o.c. 11 AS REO'D. CLOSED CELL. FOAM STRIP 1/2" x 5/8" FOAM TAPE_ FULL LENGTH OF SILL_ _ — 12 1 THRESHOLD (DOOR STOP) MAHOGANY 3/4" x 4" x 6'-2 1/4" LONG. AIl'ACHED TO SILL W/ )j 8 x 1 1/2"' F.H. WOOD SCREW FIRST 6", ® 20" O.C. 13 AS REO'D. 0-LON DOOR SEAL AT FRAME PROFILE 5/8" w x 1.00" h SCHLEGEL ODS 650 14 AS REO'D. 0-LON WEATHER SEAL AT SASH PR01'II.E 3/8" w x 5/8" h SCHLEGEL � OEZD 320 15 AS REO'D. SEALANT -CLEAR SILICONE FRAME & FASTENER INSTALLATION SFhIANi "GE" STOCK No. GE012A 17 AS REO'D. CL_A21NC - CLEAR SILICONE _ 7/8" WIDE & 1/_B" THICK � "DO_W CORNING" No. 995 SILICONE HERRNE SIDANEZ, SA. fJ AROB, WITH (8) �10x1 1/2• WOOD SCREWS 18 AS REO'D. STEEL HINGES W/ POLYESTER COATING 3 I/16" z 6 1/4" x 1/8" (5) REO'D�LEAF AT FULL ARCHED/ELLIPTICAL DOORS !Y (8) REO'D/LEAF AT REGULAR DOORS 19 1 3 POINT LOCK WITH BRASS KEEP SET 45 mm B.S. NIL HEIGHT _ SCHLEGEL St-I6 LOCK -STAINLESS STEEL _ 20 2 FABNERR THREE POINT CREMONES _ FULL HEIGHT STEEL W POLYESTER COATING 21 2/SASH CREMONE SURFACE DOLT Min. 12", 22" LONG 12" LONG ®BOTTOM, 22" LONG ® TOP 1 /4" F.H. ULTRACON W/ 1 1/4" Min. ELCO CONSTRUCTION PRODUCTS, SPACED AT 9" o.c Max, 22 AS REQ'D. FRAME INSTALLATION SCREWS EMBED. INTO CONCRETE OR CONCRETE STARTING AS SHOWN ON ELEVATIONS EACH WAY FROM CORNERS BLOCK @ 1 i/2• INTO W000. MIN. EDGE DISTANCE = 2 1/2" INTO CONCRETE OR BLOCK h 1' INTO WOOD 23 AS REO'D. WOOD RAISED PANEL 5/6' THK. AT ENDS & 1 3/4" AT CENTER MAHOGANY WOOD, 3/4" PANEL BITE 2M1 AS REQ'D. CORNER CONSTRUCTION GLUE UED AT ALL MORTISE &TENON SURFACES CHEMICAL BOND NIW2,5 25 1 STRIKE PLATE FOR CREMONE SEE DETAIL, SHEET 8 AISI 304 SERIES S.S. FASTENED TO STILE W/ AT INACTIVE DOOR LEAF LOCK (3) � 10 x 1" F.H. WOOD SCREWS 26 1 STRIKE PLATE FOR CREMONE 1/2"x 5"x 16" x 14 GAGE. AISI 304 SERIES S.S. FASTENED TO SILL W/ (5) �f8x1 1/2" h SURFACE BOLTS TOP k BOTTOM F.H. WOOD SCREWS • • • • • • • • • • • • • • • • • • • • • • • • • • • 00 0 0 0 ••• 0 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • 00 0 0 0 ••• 0 0 0 1� FRAME HEAD 3� FRAME JAMB ( BOTTOM RAIL 4.875" 1 1.12 a .625 LI- 5.125 2O FRAMESILL ® TOP RAIL. © HINGE STILE —6.841 1.000� 4.841 4 INTERMEDIATE RAIL 2.25d" I 3. u 1 5.091 "- 3/ 16"x2 1 /2" LAG SCREWS 4' FROM ENDS,—1.411" 12" o.c. 7� LOCK STILE (ACTIVE) I r5::VT::5 1125" .875" ".125-1.000 9� MAHOGANY WOOD BEAD WOOD COMPONENTS N. T. S. 3. 5" 541" --5.791 4.791 "- F —5.291 "- 5.791 #lOx2 1/2" F.H. WOOD SCREWS 4" FROM ENDS, ...ego. 14157• ,. 1.160" Y: 1.301 ::z:' 1.967" t OOD' 280" .971 " 13 0-LOH DOOR SEAL .37 ' 0.6 .5" 0.$ 5' L 0.�5" 0.25" 14 0—LON WEATHER SEAL SEAL COMPONENTS N. T S. 13 -7 " I� F--4.000" — 12 DOOR STOP (THRESHOLD AT SILL 4j 500' 2. 50" .500" 0201E TILTECo INC. ,1 • 4L EC O 1wc. • • • • Q�/b • NO ! [NOINEE111Na Gomm• • • • • • uSe ,x P,. r,, p, — Wr6,u U/e]p,S it • • • • • • • • a -man: l2tea60ad.com Ee-Do6671s P.E. SEAL s10NATURE DATE WAL7ER '.4. X. 0 44,67 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` PRODUCT REVISED as comp)yying with the Florida Building Codo NOA-No. 16-0119.02 Expiration Dalo 10112/2021 By Mlaml ad roduct Control FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DOUBLE & SINGLE OUTSWING WOOD MWN 1rr: DOORS, W/ WOOD RAISED PANELS W.L. IMPACT PRECIOUS WOOD, INC. 01/12/11 77 Q 7060 NW MIF.• NZ FL 0.1166 PN; (766) 222.0427. FAX: (303) 42a-3011 16-004 . oInn 0RANING N' mrnne.� � " sN[ET 8 or 10 LOCK ELEVATION 7•.— L _ _ 5/16____. 1J9/16� 3/9_ -2 J�6" ._1 1/6• 1 5/8'_- ____ _*7' 03 I6 ______ _03 - _ _ - 5/6" �� 5 16• 7 e' 7 16' S/8• OQ ___O_-_ 5/16" 1 L_-__-____- _____ ___ .___. j__7 5/8r, 1/7." 1 1 81 8 1 1 1l.q 1/p•..I 1/9„__I3/5"1 1/8• 1 1/2•_1 // /••.. BOTTOM BOLT 45mm DOUBLE THROW CENTER CASE TOP BOLT . BOTTOM VIEW LOOKING UP 6 X (8) 3/16"0 / HOLES FOR 4 1 OKI 1/2" F.H. WOOD SCREWS 6" 6" X 6.11/18" 11/16" i/2' 1 2' 05/6• 7/1e,. SECTION X—X 18 HING SCALE: 3/8"- 1' _ 3/4 ---6 1 /2"-" 3/ i /8- i• 1. 1 1/16' R1 TRl/ 1111 ' — I( ® 3/4• (3) HOLES FOR --- #10 x 1" WOOD SCREWS (Typ.) 8- CENTER LOCK STRIKE PLATE THICKNESS. 0.090' O9 SL-16 45mmSL-16 45mm BACKSLLQOUBLE THROW 3THROW 3 • • .5t". "A1441 71 P.E. SEA SIOIUTURE/DALE (2) HOLES FOR 43/44-2 #10 K 1" WOOD SCREWS (Typ.) 3/18" ]/6` 01/4' (TYP) 5/8'1/2- 0 1 3/16" 5/8'1/8-A' (TYP.) 1/16• (1YP,) TOP/BOTTOM STRIKE PLATES THICKNESS: 0.090" PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 16-0119.02 D Expiration ate 10112/2021 ey��Mloml-Da roduct Control ,FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02016 TILIECO W. DOUBLE & SINGLE OUTSWING WOOD WA— BY. DOORS, W/ WOOD RAISED.PANELS M.L. • aL ECOIwt IMPACT PRECIOUS WOOD, INC. DI/12/16 7E NO • CNOIN6ERIN0 COMPANY 70.50 NW 77 Ct MVA11, FL 331B6 �� X x. ar. 505 - MIRIMu uWae. n SnM q•r.:•+ro)e71-ID.to, m:(xi»en-I511 mall: UKeco•aoLwm PH: (768) 222-0/27, FAJI: (303) 4211-3011 16-004 DRAWND W • EB-0006718 WILIER A. 71LL0 - _ MVx — Ar - - SNEET 7 OF 10 UKU U.. 11167 f �4u - • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • t/ 2 TOP OF LEAF STILE. (3) GUIDES REO'D. W/ (2) a8 x 2" WOOD SCREWS TO STILE TYP. TOP & BUTTOM 11/16" CONT. BOLT -AISI 1018 STEEL W/ 1/2" PENETRATION TO FRAME. (3) HOLES FOR \ #10 x 1" �'IOOD SCREW c 2 CREMONE INACTIVE LEAF STRIKE PLATE MST 304 SERIES SS THICKNESS: 0.090" VA 30" 2' OF LEAF TOP OF LEAF STILE. (3) GUIDES REO'D. W/ (2�#8 x 2" W D SCREWS TO STILE TYP. TOP & BOTTOM 11/16" CONT. BOLT AISI 1018 STEEL W/ 1/2' PENETRATION TO FRAME. 2 1/2" 2 (TYP.) 2 BOTTOM OF LEAF STILE. —KNOB ATTACHED TO BOL W/ (1) 3/1(1"0x3/8` 1/4" F.H. SCREW 1 1/4" I1/1G" CONT. BOLT AISI 1016 STEEL W/ 1/2.' PENETRATION TO FRAME. I" 4" GUIDES REQ'D. (2) SB x 2' SCREWS TO STILE " CONT. BOLT 018 STEEL W/ PENETRATION AME. (3) GUIDES REQ'D. W/ (2) #8 x 2' WOOD SCREWS TO STILE O O O O EDGE OF SASH EDGE OF SASH _ 1(TOP/BOT70M) [(TOP/BOTTOM) I1/2" 9/18` 11%1 ,_. _9/16" 9/16., 11/I6' 9/16,. AT TOP: Min, 22" LONG, 3 GUIDES AT BOTTOM: MIn.12" LONG, 2 GUIDES 21 CREMONE SURFACE BOLTS N.T.S. 1'-4.-- -'---- PRODUCT REVISED as complying with tho Florida gullding Code NOA-No. 1"119.02 _ _____ 6SW IRE71ITC ...___ ._______..__ _____.. • • .075' Expiration Oat 101 212021 /2' SURFACE—ROLrSe TOP *& 4180irl ay — Mlam - ro uct Control ItF • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) tltttQ�� y�,:GENS �•, ,t � 0201e mrew WET. DOUBLE &SINGLE OUTSWING W000 DPAWN W. ��• DOORS, W/ WOOD RAISED PANELS W.L. • i• • �G �• • • •• IL EC O INc. Ol/12/ib IMPACT PRECIOUS WOOD, INC. /12 f'1 • l ,�• • • OTAT� TI Na • ENOIR[[alNCOMP 14 sL 54. wf - Mgxu umn. n ll�w IaNl, nJJI 8 i • • . • • �++� Ix"1 en -pan . ru , (xf) nl-,ul 0-moX: llltaco Oaol.com PH: (766) 222-0427. FAA: (3(Z) 426-3011 1 6-004 DMWWC N' 17 1 • • • Op�o . 19 • [0-OOOs710 �a �sn�C .[t SIONATURE/OAIE V / r III WAlTEfl A TLID Jr., P.E. RURIM Ito. - mAV,I - _ SNEET B Of 10 i ". ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • E (ONLY AT A'4') D.L.o.e. [ E IOR�5�11 D.L.0.11. (M—) C (ONLY AT P.T. WOOD BUCK Me.. SHIM O A -A O A' -A' (TOP & BOTTOM) EXISTING STRUCTURE 2 1/2- Yle. EMBEOMF.NT (rrP.) E. . 1/4„ MAX. SHIM SECTIONS A —A & A'=A' N.T.S. 'EXISTING CONCRETE BLOCK WALL OR P.T. WOOD BUCK 1" P.T. WOOD BUCK POURED CONCRETE REQUIRED. 7. 3 p ® C—C 3 <. 22 OR 21 O C'-C, (TOP & BOTTOM) 9 9 E.D. EMBEDMENT . 6 23 7 8 23 6 18 LSTUCCO IJ _ . r-11• 19 13 —O.LO.W. -+1 (Mov.)__ 5 1/4" FINISH MAX. (Ma�J SHIM E ERIO�SID .SECTIONS C—C & C'—C' (XX) N.T.S. EXISTING 1" P.T. WOOD BUCK EXISTING CONCRETE BLOCK WALL OR STRUCTURE 2" P.T. WOOD BUCK POURED CONCRETE REQUIRED. ' (� 21 - 22 as 1 t/2' Min. TOP & EMBEDMENT— BOTTOM (TYP.) 9 BEYOND) _ 1EhPEO�ENT 1/Min. E.D. _ 1/4- (1 RI MAX. U8 L r-11• -D.L.D.w. (M.0 O1 1/"� FINISH 1 5 MAX. SHIM 4 SHIM E TENIO Slp A PRODUCT REVISED SECTION D—D (ii� ascomp with tha Florida Building Code N.T.S. 414 J�EN�F :9 •�` NOA-No. 16-0119.02 • • $ • • 4y4?67 • • Bxplration Date 1011212021 �j'Ijo ••�• "AI By • • : • • •51? • Miami- a !,�p uc Contra • • i• Y '•, • ...oR►aa.: • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ss/QpA�i 0201E TATECO INC. DOUBLE & SINGLE OUTSWING WOOD DOORS, W/ WOOD RAISED PANELS Dwww n: Y• ♦ • • • • • •7IL EC O INc. IMPACT PRECIOUS WOOD, INC. °'OA7E. • . . . / . TI T NO ! [NOINEERINO COMPANY 7050 NW 77 Ct • • • • • • • •w• • • • • • eJsf•i Y, d♦i. a. S,•. W - NW b r/.VOrNA n ]l,M IF"•'•t'°'� 01-1f0 •'�' LJOn °1^m MMyI, n 3316E PN: (7EE) zz: -0.z7, FAX: (.ws) ate-wn 16-004 • • a nail: ux OMWWO M P.E. SEAL SIGNAIUAE DATE OM67oael.eam 79 WALTEN A. TLLR Jr.. V.E. FLORIDA Llc. 11187 9HEEi 9 OF 10 - 7* 2"xi"x1/8" BENT STRAP W/ ) 3/16"xt 1/2" LAG SCREWS AT EA. LEG 1 (NOTCH WOOD TO FIT STRAP FLUSH) WOOD 8EAD ©, ]�ORa STILE APPUEO AT ALL MORTISE AND TENON SURFACES 2"xl"x1/8" BENT STRAP W/ (3) 3/16"xl 1/2" LAG SCREWS AT EA. LEG (NOTCH WOOD TO FIT STRAP FLUSH) #14x3" SLOTED WOOD SCREW / W/ 1 1/2" Min. EMBEDMENT FROM HEAD TO JAMB 2"xt"0/8" BENT STRAP W/ (3) 3/18"x1 1/2" LAG SCREWS AT EA. LEG SIN Z\ (NOTCH WOOD TO FIT STRAP FLUSH) 1 1 FRAME #140" SLOTTED WOOD SCREW 1 1/2" Min. EMBEDMENT 0 HEAD TO JAMB �j14x3" SLOTTED WOOD SCREW W/ 1 1/2" Min. EMBEDMENT FROM JAMB TO HEAD FRAME JAMB TYPICAL REGULAR FRAME TOP CONNECTION SCALE: 3/16' - I' (1) 110x3 Wnoo scREw� •' I INTERMEDIATE I RAIL :'� :`'•� I 2"x1 "x1 /8" BENT STRAP W/ (3) 3/16"xl 1/2" LAG SCREWS AT EA. LEG— ' (2) #140" SLOTTED WOOD SCREW O (NOTCH WOOD TO FIT STRAP FLUSH) I I J W/ 1 1/2" Min. EMBEDMENT ="•• FROM JAMB TO HEAD JAMB TYPICAL SASH INTERMEDIATE CONNECTION (EXTERIOR VIEW) FRAME *' JAMB SCALE: 3/16" = I' TYPICAL ARCHEDfEWPTICAL FRAME TOP CONNECTION ' SCALE: 3/16' = V N © , O OR 8 2"xi"xl/B" BENT STRAP W/ (3) 3/16"xt 1/2" LAG SCREWS AT EA. LEG INSTALLATION SEALANT NOTE: •i , / FRAME SILL (NOTCH WOOD TO FIT STRAP FLUSH) Z 7� ' STILE FRAME AND ALL EXPOSED INSTALLATION (2) #14x3" SLOTTED WOOD SCREW 6' FASTENERS MUS� BE PROPERLY SEALED SEALANT 1U5 W/ 1 1/2" Min. EMBEDMENT FROM JAMB TO SILL 4 OR O WITH 4rnuu TOP OR BOTTOM T PRODUCT REVISED as comptying with the Florida ' RAIL jJ14x3" SLOTTED WOOD SCREW Building Code = W/ 1 1/2" Min. EMBEDMENT NOA-No. 16-0119.02 ,`,� .•.x \('E�s•''•.••� FROM SILL TO JAMB • • • • Y" • • • • • Expiration Date 1011212021 • • : • • ��a� 4 z • TYPICAL FRAME BOTTOM CONNECTION By • • • •ce•• it Mlem - G e E uct Control APPLIED AT ALL MORTIS[ AND TENON •Ir • • q ,• • •r n r401FLORIDA �"OP'• SCALC 3/18' = 1" • BUILDING CODE (High Velocity Hurricane Zone) SURFACES 1 (1) (ltOx3" •" •' 111 '• 02010 TILTECO INC. DOUBLE & SINGLE OUTSWING WOOD DOORS, W/ WOOD RAISED PANELS DRAWN In: u.L. WOOD SCREW . • • • • • • • -� rr `` :� MIL EC O IMF. IMPACT PRECIOUS WOOD INC. • • • • '/i•�/� •'nLLM TE INO & ENGINEERING COMPANY I 7060 NW 77 CI GATE: TYPICAL SASH TOP1801TOja N • • CONNECTION (EXTERIOR VIEW) • • • • • r • • • • • • >tv �, MS a.. x� aaf -wwxu Owuo s, rt v1w • '�;°t "' "'° -mall. 6lteco00ol.com FMMI, rl "'66 PH: (766) 222-0427. FAx: (305) 428-3011 16-004 • • • • • • • • E6-000671, eur DRAWING N' SCALE: 3/18" I' P.E. SEAL/SIGNANRC/OATC WALTER A nwr Jr., P.E. RONIOA L2o. 44187 4 ^ALn — SHEET 10 OF 10 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l t MIAMI-DADE i11IAMI-DADS 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) wn-Nv.miamidade.gov/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 mate ria4 -fails to perform in the accepted manner, the manufacturer will incur the expense of such Cestijilg. and the. •AHJ may • • • e - immediately revoke, modify, or suspend the use of such product or material within •tfieir jurisdic'tMgi% RER •� reserves the right to revoke this acceptance, if it is determ ined by Miami -Dade (:!oanty Product Control' • • • • • Section that this product or material fails to meet the requirements of the applicable WId;ino code. :....: This product is approved as described herein, and has been designed to comply W* 41" Oe- Flor r�a•�ildma • • Code, including the High Velocity Hurricane Zone. 600066 .. • DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Winilo'' — L.IvL)'.• • • • • • • • • APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outsr"rng CasgmeTil Wdw. % (L.M.1.)", sheets 1 through 6 of 6, dated 02/2')/11, with revision F dated 09/27/1-7, prepared 6y'RP-Varoo4 • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Eburlty Pro6trot•Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-D'itle• County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's naive 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. 4 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.10 and consists of this page' 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. . The submitted documentation was reviewed by Sifang Zhao. P.X. MIAMI•DADE COUNTY �/.� . t . NOA No. 17-1011.22 f o 1 � 2�11 Expiration Date: Nlay 19, 2021 Approval Date: December 21,20.17 Page I 6 092� 1*62 N ,,, .N K rs,a ap �!/j°9`rp�`'" r�r •rk o�r�/°/ `'q/q°b o '�►q+l�, d°s�fd�0} �°'3j°i °ra /s �(�c�t aGrs °Pry � ''A` .`��°s'iO b�j'"bs �s'm°� ao'� y!3,_ ��Nr✓y64�°`� 110 oe a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . . . . . . . • •• ••• •• • • • • • •• • • • • ••• • •• ••• • • • • • •• Eco Window Svstems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under 1V0A 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.;Q;-94 3) Water Resistance Test, per FBC, TAS 202-9;I • • • 000000 *00000 4) Large Missile Impact Test per FBC, TAS 201'194 ' ' • 0 • • • 5) Cyclic Wind Pressure Loading per FBC, TA4;p;;94 �' •' •' • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS "2-94 • • • • . along with marked -up drawings and installation diagram of a casement w7nd®«:,: ... • • prepared by Hurricane Engineering and Testing. Inc., Test Repo 7Z). ' • • • • • •: •. • HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed,�g4 sealed by Mndido•• •;' F. Font, P.E. •0 0• (Submitted under NOA No. 11-0309.06) • • • • " .. . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 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-5th Edition (2014). and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P_E 4,'ja,17f Zhu Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-i Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTE UED) 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 NO_A 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.111 .14*16 sheets 1 through 6 of 6, dated 02/23/11, with revision F dated O.9.1;f./ ,7, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad. RE,... . B. TESTS 1. None. C. in CALCULATIONS 1. None QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERLAL 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 51h 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 05/19/21. 1/7 GAG Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E - 2 ECO-GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT-lYNDOW 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 EDFFION)/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 OFFICIAL. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED, 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By kuroroy A—d-, Inc.' —1/8" HEAT STREN'D. GLASS a SILICONE C �DOW CORNING 899 2 T t0 O GLASS TYPE 'A' 37" )W WIDTH FALSE MUNTINS 29 3/8" (SURFACE APPLIED D.L. OPG MAY BE USED C I I / I — /I I I / II g Z w wJ w 1p H \ n \ I I u \I I BII \\ 12" _ MAX. MAXIMUM DESIGN LOAD RATING = + 70:0 PSF HEAD (FOR SIZES SHOWN OR SMALLER) _ — 75.0 PSF SILL 1/8" TEMP. GLASS —3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interlayer —Trosifol PVB By 'kuraray Americo, Inc.' —1/8" HEAT STREN'D. GLASS _ SILICONE DOW CORNING 899 i m 6" HEAT STREN'D. GLASS 090" Interlayer —Trosifol PV8 IBy 'kuraray America, Inc.' r3/15" HEAT STREN'D. GLASS �O w 0 Z Mai 0� M z Q N ao 000_L1 o' 00 N a �" _ 0 Gym LL V Oro h O N InIT 3 aO w�LL� LL z n _ o J 0 J o Q w In i O 0 _j J N v J 3 w0p L2 2 W w V) r v� w 3 N (o 6 POINT LOCK 7" MAX. LOCKING POINTS 0 Z5 EAD/SILL SEE CHART Z ORNERS NO. OF WDW. HEIGHT KEEPERS 3 Z W '^ UPTO AT SASH o O 26" 2 N U 0w 38-3/B" 3 W CO :2 v7 50-5 8" 4 0 63" 5 78" 6 c C n So 0SRKP SILICONE NOTE: m DOW CORNING 899 GLASS CAPACITIES ON THIS SHEET ARE N BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • 9 , • • AND FLORIDA BUILDING COMMISSION \rll ii • • • i • I DECLARATORY STATEMENT DCA05-DEC-219 li II I I I I • •!Z�L.• li • • 8 II 20 II • • • �• • • • • •_ f�0• • r,:ODUCf REVISHD n ,cmnlyirwilh 9p Ffnfele AT 1 /4 POINTS 21 19 ALL SIZES • • • • • • • • • • • • • FisaionU t ��"lotl•ZY P'* p. n.5 t9 zozl SETTING BLOCKS AT INSUL. LAM. GUS* • • • • � � NOTCH GLAZING BEAD LEG • • • • GLASS TYPE, 'AA' TO CLEAR BLOCKS • • • • (_L4n APF *B•• • • � : laibmi 1):.th IYe oetCantrnl GLAZING OPTIONS • • ••• • • • • ••• • • • •• •• • • • • • ':'•JOENSF'•:V `n .70592 S �• TE OF (ydrawing no. F ORLaP,.��e�� W 11 05 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI—DADE COUNTY APPROVED I MULLION & MULLION ANCHORS I j I� SEE SEPARATE NOA �I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLA2ING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1BY 17 WOOD BUCK • T •• TYPICAL ANCI SEE FOR SPf TYPICAL 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/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) #14 SMS OR SELF DRILLING SCREW' (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (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 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 f'c - 3000 PSI MIN. :-9: H�LM/FILLED NORMAL WEIGHT BLOCK AT JAMBS f m = 2000 PSI MIN �.I PR 0T)1,1C"! RBY,;;=,^ = 0.7 2 ' 77 ;�s ccu:,rty0!p wiri3 tlr.'. fl;r. s3a '^1 v v'° "• •.' • • • •• • • AccePteucetk,17-/o/l•ZL = T1R'WAL�NCHO♦ZS` • • • • • • • •naPf"60"f}xt"45�1.4iiPDf ATE OF SEE ��FOP,SPVING • ' • • • • ' • • •iv �J_fGnC�,_�%7Ci0 OR10A.•'•�� • • • • • •:;,irv��i S}nde Frcafurt C<mtmi 'ii it '••• � EDGE DIST. • • • • • • �i, � ne,ae E�P� ••• • • . . ••• . . ... • .. .. zl�lrl�. r " a s k —7 drawing no. W11-05 u� � w j - 1/4' MAX. a 1/4" MAX. SHIMS 11 1/4' MAX, IIh�•- l/1 SHIM o !� SHIM 18 4A 12 4 B 5 \D/ .� WOOUCK J a Q _ TYPICAL ANCHORS 2BKD _ L �j v,> SEE ELEV. O w TYPICAL ANCHORS I �—�----------SCREEN OPT. ---------------- FOR SPACING W SEE ELEV. a E FOR SPACING — 1 0 to m LL n _ o �o w 0��z 1 1/4' 7N N ggFi w o awz TYPICAL ANCHORS Q w m i EXTE12IU11 ; c SEE ELEV. METAL - FOR SPACING STRUCTURE D.L. OPG. VENT WIDTH J o N m WINDOW WIDTH 3 UI z L W N c� V),o MIAMI-DADE COUNTY rj p�0 M II APPROVED MULLION O J SEE SEPARATE NOA Z 3 �'- TYPICAL ANCHORS Z n SEE ELEV. FOR SPACING o Q CN -� U co cw W rog II 11 II II I I I I WINDOW WIDTH WINDOW WIDTH °� = •• ••• • • • • ••� bog • • • • • • • • ``11111 I1f 11 (Y/ • • • • • • • • • • PRODUCr RE:IS£El _ 3 cnmplymg wiN the FlmW . 70582 ' Bnildhhg Cud. 0 = d S • • • • • • • AscePtmret Nu /.1 !0!/.1l • • • • • • • • • • • • fxpiratian Date Q9 ZLL _ O • • • �� • • • • • • • • • • • • ByZo_ %�O TATE OF •1y\` drawing no. • • • • • • • • • • • • Ivtiami D�,Prcdud & Gmt"l i <ORIDP.• � ; y�r 1 1-05 • • • /iC'�i' •....... • • �Yi� �NA0..1� `� sheet 3 of 6 ••• • • • • ••• • • • • • ••• 0.0 • •• •• come METAL STRUCTURE r�__________________ _I TYPICAL ANCHORS �I MIAMI—DARE COUNTY APPROVED I� o SEE ELEV. FOR SPACING II MULLION & MULLION ANCHORS SEE SEPARATE NOA II o II II LI EDGE DIST. I--------- J TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV, FOR SPACING 3J ALT. i. — J �..1 v M1 > EDGEvDIST. o TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. ' ' )°+I _ A� TYPICAL ANCHORS SEE ELEV. FOR SPACING a, 0 • • • • • • • • f • • • • •• • • • • ••• • INSTALLATION DE7'AILt•IYITR♦I*L,LISlI•FRAINE 1}DM'TE7 1!;fil;'ail^'!' l:L'JISr;'Yi art ee!wpiyin� with ttze Fln,Tdef (:uifCc:a :;v;ia • • • • • • • e A,:.T,l:. r r1 17. vii. Zi •• • • • • • • • Q • • • • • • Y__2_7 w^Q_�6O • • • • • • � hmi TiuCc P.tdncr Caan!+! • • • • •Or • • • • • • • • • • 0.0 • �o �0 V. w I m 0 / n W z a 0. 4 a 70 O p ` M O J lr c t O�H�LL 00, -� 0p>mo 0aoo.°+ 00trc� ItKV,J N Q w z LL N ILZOE 'lzMad QWTPI- J o N J m m _o W N M W W V) w 4 to N LO 3snLO S 00 3 z� o J O cO0 J W rot ENSF'•. ° o N ..i0592Cc z — S STATE OF •6(s�� drawing o no. i U FRAME HEAD/SILL/JAMB 2.354 1.330 -y j— 2.6 6 2 I 0�� 2.094 .062 .372500 2,813 896 Lrtr'l1 .769 I I_d f- 2.811-I .719 .590 15 FLUSH FRAME ADAPTER 1--1.750 VENT .493 750 519 603 .045 1.oa7 --,493 1a CORNER KEY O GLAZING BEAD (5/16" LAM. GLASS) 245 _ 130 .803 _ -,045 Teo `.1zo .� h 256 --I d _ 1 I--1.172 --I 3A GLAZING BEAD (INSUL. LAM. GLASS) aA SNUBBER - FRAME 394 .245 -.050 .76} 0—�-.120 1.,047 F- -'+ .720 L 3B GLAZING BEAD (7/16" LAM. GLASS) O SNUBBER - VENT ITEM PART # I QUANTITY DESCRIPTION MATERIAL MANF./SIIPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 - 2 E502 4 VENT 6063-T6 - _ 3 _ EY108 AS READ. GLAZING BEAD (5/16" LAM. GLASS) 6063-TB 3A E505 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 3B FY109 AS REOD. GLAZING BEAD (7/16- LAM, GLASS) 6063-T6 - 4 E508 AS REOD. SNUBBER - VENT, FULL LENGTH 6063-TB 4A E509 AS REOD. SNUBBER - FRAME, FULL LENGTH 6063-TB - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4- AS REOD. FRAME AND VENT ASSEMBLY SCREWS H WH SMS 8 E203 AS REOD. BULB WEATHERSTRIPPING. DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REOD. 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" SOS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - G/ VENT KEEPER STEEL - 13 - I/ VENT ROTO OPERATOR ZAMAK/STL TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY f-F STEEL - 15 PY120 AS REDD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 #10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS - - 18 #8 % 3/4.. AS REDO. 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 EPOM OUROMETER 801:5 SHORE A 20 FLB-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 21 - INSUL. CLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER, PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS MULTIPOINT LOCK SYSTEM #13096,92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489,00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: •• ••• • • • • • •• SINGLE ARM ROTO OPERATOR #52:3.012 BYE TRUTg LOCATED AT SILL END • • • • • • • • • • • FASTENED WITH (6) #10 X 1" P PH IMS • • • • a • • • OPERATOR TRACK #30175 AT B011bt IRA" • • • • • • • FASTENED WITH (2) 410 X 1" P PH SMS a • • 1y'i'ULioa DAlr._R�J.19.1s47Z) • •N„nrtu UnAo.r'd+M�CcR81a`. ANTI —SAG SKATES: �•• 000 • • VINYL ANTI -SAG SKATES BY 'O&M•PLAWICS' • • • (2) AT LOCK STILE AT 6-3/4� PVM IP/B4TT:M }!AILS• (1) AT BOTTOM RAIL AT 4" FRO41 LOCK TILE • • %. EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ••• • • • • ••• • • • •• •• • • • • • • ••• • • • ••• • • � y�U Z � m c� �w Q 2 00ry1G 06n'm 0 p o ti � 0am oo8 0�� N O JJ N Q W D LL N LL w d) o DOE Qwmf A 7G - EMSF "•;'GY � ry �I o o 0592 TE OF.6(/` drawing no. )RIDPi.C9`�� W 1 05 �o w 0 z 0 q gyg QP Z�+ i tYo o 7yy 14 O w p` 4 'o n ro 14 / \ p a F.,8 �:J 1OV��a�p IY �ZQ N Li W 7 / - U � � w 13M� 0 00 N N Os z �U_} ro Z W n p Oocl NJ v Wrom k O VENT CORNER FRAME CORNERw m� N a 0 0 _ •• ••• • • • • • ••m o� o ia}'y(Yi3t1t7 kF:V iSW bna 14ying wish tha Fhnida ;fN 70 2 Q • f9tulding Cods _ • • • • • • • • • ncicpUmcc vo f 1 /oU.1L i 4_ a 8 • • • • • • • • • fza'aimcvm CJou._O.J(.cW Z�I : �� f-� • • • • • • • • •• • ••• • • DY�•�9^—=�rl� i® •. SATE OF � (y�� drawing no. • • • : • • • • • Mwti DO& P?M¢t co"Oi <ORIDP.•'•(J\�� W 1 1-05 A6 \\\\\ sheet 6 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• ••