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WS-18-1094Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe Permit NO. l S-4-18-1094 Permit Type: Windows/Shutters mark Classification: Window/Door Replacem Permit Status: APPROVED Parcel Number Issue Oat . 4/26/2018 Expiration: 10/23/2018 Applicant 1200 NE 91 Terrace Miami Shores, FL 33138- 1132050010490 Block: Lot: CRISTINA CRESPI Owner Information Address Phone Cell CRISTINA CRESPI 1200 NE 91 Terrace MIAMI SHORES FL 33138- 1200 NE 91 Terrace MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone HAMMOCK GENERAL CONSTRUCTIC (305)298-5150 (305)298-5150 Valuation: Total Sq Feet: $ 22,588.60 0 Type of Work: CHANGING 5 DOORS 14 WINDOWS TO IMPA No of Openings: 19 Additional Info: CHANGING 5 DOORS 14 WINDOWS TO IMPA Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.80 $4.35 $2.90 $4.60 $290.00 $9.00 $18.40 $343.05 Pay Date Pay Type Invoice # WS-4-18-67298 04/26/2018 Credit Card 04/26/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 293.05 $ 293.05 $ 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 A (DAVIT: I ce that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio an zoning.ff t ore, I authorize t above -named contractor to do the work stated. �f S e, io a n t4 Aurized Signatur'b: Owner / Applicant / Contractor / Agent April 26, 2018 Date Building Department bppy April 26, 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 LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS JOB ADDRESS: 17 00 1 E 9 / rA City: Miami Shores RECEIVED APR 2 6 2018 FIX 20 C-4 Master Permit No.WS 1 S "tOct Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR County: Miami Dade ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 3� 1 3 Folio/Parcel#: I) - :32oi S-- — 00 / - GH 9 o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): r', S{ j /l c., Address: lZD 0 NE Uj / TCrr9 ise City: ; e ,vt : S Lt 0 r� S State: Flood Zone: BFE: Phone#: FFE: Zip: 3.3 /3S Tenant/Lessee Name: Phone#:�°5-- 4L-I `-f7 Email: CONTRACTOR: Company Name: I-14 At v 6Q,1j_ %r, ', ( Address: / `� - G c._.3 "70 P/QC City: 50 A o t-Si- CI -AS State: FL Qualifier Name:-SDn�v�n.vi nc State Certification or Registration #:.&G / S- 2 7 0 7'7 DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ (,?.0 Type of Work: ❑ Addition Alteration ❑ New Description of Work: riAc 1 LJ';^ c, Phone#: "?)o ; L S ? ST Phone#: Zip: 3 3 3 / Certificate of Competency #: Phone#: State: Zip: Square/Linear Footage of Work: ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $_ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apploved and a reinspection fee will be charged. Signatur OWNER or AGENT Signatu CONTRACTOR The foregoing instrument was acknowledged before, me this The foregoing instrument was acknowledged before me this t Z day of /-c r; I , 20 / `gyp , by IL day of / D r- ( , 20 (6 , by ((iij t ,t--eS%ri , who is personally known to C.So,, H-q�,.,ws c.�- , who is personally known to me or who has produced17t-A ✓`crs L' .- as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 0 Sign: Print: Seal: • %.„,$. MY COMMISSION # GG 132466 "• b`,' EXPIRES: August 7, 2021 -4dd01. Bonded Thru Notary Pubic Underwriters identification and who did take an oath. NOTARY P : LIC: Sign: Print: Seal: = MY COMMISSION # GG 132466 .o: EXPIRES: August 7,2021 ; f �F 3e: Bonded Thru Notary Public Underwriters ***************************** ***** ****** ************************************************************** APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qual Fier/Owner Signature (.71.c0". Awlit/fP Date Print Name 9//if/f S 4/20/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-001-0490 Property Address: 1200 NE 91 TER Miami Shores, FL 33138-3406 Owner CHRISTINA CRESPI Mailing Address 1200 NE 91 TER MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,548 Sq.Ft Living Area 1,944 Sq.Ft Adjusted Area 2,064 Sq.Ft Lot Size 8,750 Sq.Ft Year Built 1956 Assessment Information Year 2017 2016 2015 Land Value $315,000 $293,300 $266,700 Building Value $111,353 $112,209 $113,066 XF Value $18,326 $18,484 $13,115 Market Value $444,679 $423,993 $392,881 Assessed Value $374,134 $366,439 $363,892 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $70,545 $57,554 $28,989 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5 53 42 WATERSEDGE PB 9-141 LOT 25 LESS W15FT & W35FT OF LOT 26 BLK 2 LOT SIZE 70.000 X 125 Generated On : 4/20/2018 :#Fai E'°A9}1$ScT�pT�ftRt I Taxable Value Information 2017 2016 2015 County , Exemption Value $50,000 $50,000 $50,000 Taxable Value $324,134 $316,439 $313,892 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $349,134 $341,439 $338,892 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $324,134 $316,439 $313,892 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $324,134 $316,439 $313,892 Sales Information Previous OR Sale Price Book- Qualification Description Page 02/07/2013$339,000 28482 Qual by,exam of deed 2156 01/19/2010 $100 27172 Corrective, tax or QCD; min consideration 1813 10/01/2007 $549,000 26008- Other disqualified 2416 12/01/2001 $0 20188- Sales which are disqualified as a resit of 1239 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: I Atklw4S, � .00 NE. M 511cAtes,ft 3313d 7� x 33`Iz µ(4. t 313. 30Yz' e -74 k 3'6 119 1_9) - 14e- vo3 4q1 RECEIVED k APR 2 6 2018 11‘ (L Alc x 's0 4441 • • 10 • • • • • • • • • • • • • • • • • • • • • • • • •••.•• • •• •• • --.• •• '••' .a• GN. ", •� • • S S • • 1s • ' { • •• • • • • • • • • • • • • • •• • • • I • • • •• • Is 00 rJ RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE , DESIGN WIND LOADS IN PSF. Kd = .85 si FOR 175 MPH WIND ZONE Interior & Exterior Zones44&5 - Walls) Positive Pressures i ( . Exposure D For the 175 mph Wind Zone CATEGORy'2. BLD,G Height (Maximum) Effective Wind Area (or, Tributary Area) in Square.,Feet-' 10 20 30 40 450 N 60 1.00 0.95 0.92 0.89 _0:8EN • f 0.86 15 ' c(iii:-;Q) 46.7 45.4 44.5 - - 43 8 43.2 20 .3 49.0 47.6 . 46.7 <a: - ;, 45.9 45.3 25 53.2 50.8 49.4 48.4--, = `'47 6 47.0 30 55.1 ' 52.6 51.2 501 " 49.3 48.7 40 57.9 55.3 53.8 52:7 } f 51.9 51.2 50 .60.3 57.6 56.0 '-'54,9.:_:.. r 54.0 53.3 •60 62.2 59.4 57.8 .. ' 2 56 6-. 55.7 • •0 ,0• .. • Interior Zone (4- Walls) Negative Pressures) 'N,,? • • • • Exposure D For the 175 mph„Wind,Zone . CATE,GARY 2 ALD3 Height (Maximum) Effective Wind Area (or,.Tributary Area) in. Square Feet •• `10 20 /{ /,30 40 :: •, 8.: -1.10 ,-1.05_. ,, .1.02 ` -0.99 -0.88... -0.96 15 -53.1 -50:9 \ ``-4�9"6 -48.7 -47.9 • :-47.41. 20 -55.6 -53.34. _ 52.0 -51.0 -6Q,i3': =49.7 25 -57.7 -55:3,\ -53.9 -52.9 . -52.1 4475' 30 -59.8 .J -57.3 " -55.8 -54.8 -54.0 -53.3 40 -62.9 i / 60 2 -58.7 -57.6 -56.8 -56.1 50 -65.4`,,. ` I -627 -61.1 -60.0 -59.1 -58.4 60 -67.5\ ., N,; .64.7 -63.0 -61.9 -61.0 -60.2 f Exterior Zones Exposure D- (5 -Walls) Negative Pressures F r the 175 mph Wind Zone CATEGORY 2 BLDG Height (Maximum). -20N" Effective Wind Area (or, Tributary Area) in Square Feet ;10 20 30 40 50 60 -1.29 - 61.1 - 64.1 -1.23 -58.5 - 61.4 -1.19 -56.7 - 59.4 -1.15 - 55.3 - 57.9 -1.13 - 54.1 -56.7 #. 25 -71.2 -66.4 - 63.6 -61.6 -60.1 - 58.8 30 -73.8 - 68.8 - 65.9 - 63.8 - 62.2 - 60.9 N40 \ \ 60 -77..6 -80.8 -83.3 - 72.4 - 75.3 - 77.7 - 69.3 - 72.1 - 74.4 -67.1 - 69.9 -72.1 - 65.5 -68.1 - 70.3 - 64.1 - 66.7 - 68.8 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. -Length olf End Zone (a): 10% of least horizontal dimension or .4 h, whichever is small but not less than 4% of least horizontal dimension or 3 ft. h = mean roof hei ht i ( 9 . �. THESE TAB' Rs ARE NOT TO BE REPRODUCED IN_WHOLE OR IN PART 1WITHOUT WRI 1 1 hN PERMISSION BY RAMMS ENGINEERING. -ALSO, THESE ITABJ PS ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY AOBERT MONSOUR. - . .• . . . . • . . . . Window and Door Design Form Address: (20.0 i\JE q l irra <sz_ Owner: ('k,s-:<1-4-;n.et C.j'r° >i V\ /', rAl, "lt,9t_o rL. 3- I3s , # Size Type Design Pressure POS NEG Required Pressure POS NEG Glass Type NOA 2 50% 7a F,L. -10 80 `-[. ci C` .� d ,--) — 1. (07. 2. 3 3 -73'/, 2cy, i 7.o 'e0 / (E5, A I-7- l (0 2 , z.3 on pp11 - 6 ?%X Rd'''t 9 70 -7S 'le), 9 roc, Cl 1--7- 12.- I I is- q &.3, A •• --I • t•23 / -7) x -I$77 ?�r,F �C 60 '4 ,, 5 t;�}� � B ••••.: g�--1211�47. 13 -. ISy`/� °���1 �(a 104'b.9 65-, S"- •••• • •.' • ,13 •. 13 -71-I. y. ';6'/2 t-}- 2 `7 0 ° 0 y- 2 . R e `,-, S..- A • 4 —7 — i (0•7 .2 3 _ (3 36,3JaI'25/4 (.4,, f(� .o0 q-e. . 9 6 a,.- • Ps ••• • •:-� �. 1L&..�.• 2 • 1.10' 7L(- y 3 ` ? !- . "7 0 r5 0 127.4 (�- 1' A 1.7 - i 0 2- . 2 I`9 7« >)fI_ f-t(2 10 go LI9).q ( :. ,4 I-7- I(o 2.2 l ?v 3137, r'-(-• ip 30 qg, q 6 . •1`I- (10 "l.. , "6 • • • • • .• • •••.• • • • • • • • • • • • • • • • • • • • • • • • • • • • DEPARTMENT OF REGULATORY AND :ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Windows Systems, LLC 8502 NW 80th Street Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy •..• •• This NOA is being issued under the applicable rules and regulations governing the use ofconstruction me.taorials. Tite• • • • documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Cont>$11eection • • to be used in Miami Dade County and other areas where allowed by the Authority Having JtUyg'dictionTAFIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counfy'Pioduct Conerol SectioB...: (In Miami Dade County) and/or the AH3 (in areas other than Miami Dade County) reaehr: he rig to have this • product or material tested for quality assurance purposes. If this product or material fail%til,paorm iiti VA accepted; , • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediate]y revokA InZdify, Ar.... suspend the use of such product or material within their jurisdiction. PERA reserves•t4ie•right to revoke this • acceptance, if it is determined by Miami -Dade County Product Control Section that this•produet or nnt�g fails e• • • • meet the requirements of the applicable building code. •• • • • •' This product is approved as described herein, and has been designed to comply with the Florida$uilding code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series 600 Aluminum Outswing French Door w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7.11. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed bythe expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0603.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 Page 1 • • Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (LIQ.L)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AI-Farooq Cotpoi ttign,.datecr Oi?f I1/12 and• •: • last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E.' • • :"• ..• . . . . B. TESTS (submitted under file #12-0402.03) .. • • •.. •. • . •• 1. Test reports on: 1) Air Infiltration •Test, per FBC, TAS 202-94 •• •• 2) Uniform Static Air Pressure Test, Loading per F8I•T'S\S 2Q2-9P. .. • 4) Large Missile Impact Test per FBC, TAS 201-9; • : • 3) Water Resistance Test, per FBC, TAS 202-94 9. 5) Cyclic Wind Pressure Loading per FBC, TAS 293-94, • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202' 94 • . • • . •. • along with marked -up drawings and installation diagram of an aluminum Outswing Frenc$ door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2., Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. orge M. Plasencia, P.E. Prod ict Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-1 • Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahrnad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testine, lug., signed and sealed by Rafael E. Droz-Seda, P. E. • • • • • 3. Lab compliance as part of the above referenced test report.• • • G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • • • ..•. .. . . • •• • • • • • • • •• . . ...• . . . • . .... .. . •• • .. . • • • . • . • 1. Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Entrance Door (M'1:.)", • sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/t3/12 and last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WIN SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL 1/8' HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 t— m 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By `Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 SETTING BLOCKS 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' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS GLASS TYPE `G2' SILICONE DOW CORNING 899 CARDINAL XL EDGE SPACER ST. STEEL SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE `G3' •• ••• • • • • • •• • • • • • •• • • • • ••• • as cornpcg rthe?arida• • • • • E• • • • •• Building LII NOA-No. 17-1218.15 ��P�p�' Expirltion eat• 0312OQ01Y• • • • ''' JGENSF'. • • • • • • By • • • • • • • • • . 70592 MLa gi-ga Q�pdaet CoK►o} • • • • • •• NOV•118•2017 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • z a. '1 O: O NO ` 0 d j w Q' Woh cc OGa'I, 0010 o �t oo S 0 • °7t2 9, 4'14 B' 2 I a_ 0 0 U 8 C.D 3 '0 a —J — J FAX (305) 885-5902 a U v B O 6 m U 4 0 B 0 c n • drawing no. W12-08 sheet 1 of 9 • •• •• • • • •• •• 0410 • • • 000 • • 5" MAX HEAD/SILL CORNERS 39 3/4" MAX FRAME WIDTH 12' MAX. HEAD SILL w ao = w o rn 0 w 0 CO a J c / ACTIVE \ LOCK OPTIONS #1 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION SURFACE APPLIED FALSE MUNDNS OR DECORATIVE GRILL MAY BE USED I I 26 15/16" D.L OPG. LEAF WIDTH (x) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4" 37' 98" 70.0 75.0 FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12' MAX. —Li — 5' MAX. CORHEAD/NERS r �(/q/ l �] ..- J I` L I) I SIEAD LL I FRAME HEIGHT 96 3/8" LEAF HEIGHT 86 7/8' O =- 11 / IIli / II X \ A \ \ \ �r \ — o .._ / ___± / = __J1____ \ \ ___t / �� \ III O ___ rr __ 1" 1 \ 1 \ ® LOCK OPTIONS #1 OR #2 \ (OPTION 2 SHOWN) StE SHEET 7. FOR DESCRIPTE0N ,/. // '/ / / / / / / / / \I INACTIVE I/ J ACTIVE SURFACE APPLIED/SI AL.SE MUNTINS OR I I+ 15/16' I I 26 15/16" DECORATIVE GRILL D.L OPG. MAY BE USED D.L. OPG. 37' MAX DOORS LOAD CAPACITY - PSF DOOHLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) or.(-) 76' 37' 98" 70.0 75.0 ----'--'/ GLASS D.L.O. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.LO. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 5" MAX. HEAD/SILL CORNERS 37 3/16' MAX. -FRAME WIDTH 12" MAX. HEAD SILL TESTED FRAME HEIGHT 87' ----"----- I I I I I I I I I I I o/ J =_--ter I L I I I O SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDELfTE SEE SHEET 3 FOR CAPACITY •• ••• • • • • • •• • • • • • • • • P{EObiti:Rf iMEIf • • • • • • as oowapiying with 1hefbr1da Building Code NOA-No. 17-1218.15 • • • • Expiration me 03(20/201 • • • • • • • • • • • BL• • • • • • • • AN a P►tldudt(Anita • • • •• • i • • • • • • •• • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GISTS) AND FLORIDA BUILDING COMMISSIM• • . •• . •.•NOV 1 $ 7017 DECLARATORY STATEMENT DCA05-DEC-219 • ••• • • • • • • • drawing no. W12-08 (sheet 2 of 9 ) • •• •• • • • •• •• 000 • • • 000 • • .DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDWTES SIDEUTE SIDEUTE WITNOITT FRAME FRAME REINFORCING WIDTH INCHES HEIGHT INCHES EXL(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 38 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.1 37 83.3 63,3 24 63.3 63.3 30 57.8 57.8 36 98 53.1 53.1 37 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE SIDELITE 1TTTHoUT WITH FRAME TRAMS REINFORCING REINFORCING WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66,1 24 70.0 75.0 70.0 75.0 30 69.8 69.8 70.0 75.0 36 92 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 . 70.0 . 75.0 30 57.8 57.8 70.0 75.0.. 36 98 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75A REINFORCINC AS REQD. SEE CHART Ir f lr �E,I 4, SIDELITE WIDTH 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS O.L.O. DIMS. D.L.O. HEIGHT (SIDELJTE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" X w w w 148" MAX. 5" MAX. HEAD/SILL CORNERS J 0 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED II II II II JL ==fit==== 32 3/4' D.L. OPG. SIDEUTE FRAME WIDTH MAX. CLUSTER OF (4) ANCHORS AT HEAD/SILL I ( l� / INACTIVE 26 15/16" DL OPG. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. / 12" MAX. HEAD SILL - I I ) / LOCK OPP7`IONS #1 0R//2 (OPTION 1 SHON �q S�Ey SHEET ".1 / DESCRIPTION ACTIVE I I 26 15/16" D.L OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) MAX. UNIT IESIED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 •• ••• • • • • • •• • • • • • • • • • • •• P195p 7!•RQf E'D • • • a core w • F�Qda • • • • • BudtlR19 e •r7-li2.A40 NOA-No. ```11111 ti�tTt7j' Expiration Date 03l20/209 9 \ 0324 9l0 // • ••• • •M fia-Da rodugt pntgpl • _• • • ••r • • • • • NOTE: •• •• ••• ••• • ••• GLASS_ CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) � 11 1 �aaa AND FLORIDA BUILDING COMMISSI DECLARATORY STATEMENT DCA05- C-319 • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • 7 :1 EOF IDS • � m 0 1 8 J N a 0 n U CO a a S S UPDATED TO 2014 FBC S UPDATED TO 2017 FBC 0 a a Y m 0 U Cl „I' 0 3 drawing no. W12-08 sheet 3 of 9 ) 9/16" MIN. THROW BOLT PENETRATION 1/2- MIN. THROW BOLT PENETRATION EDGE GIST. 00 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a. GLAZING OPTIONS SEE SHEET 1 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING cc EDGE DIST PROPERLY SECURED 1BY WOOD BUCK EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 cc 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 i TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPIC ORS:sEE-4 cos SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI BYWOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1 /4' MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CR5) INTO MIAMI-DADE COUNTY APPROVED MULUONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANPE INTO C_ONCRETE AND MASONRY 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 f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fin = 2000 PSI MN. • • •• • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • EDGE DIST. a METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI-DADE COUNTY APPROVED�j CUPPED MULLION ISEE SEPARATE NSA 'I 1 0 is •• • • • • • • • • •• • • • •. • • • • • • • • • •• • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA•No. • • • 17-111218.15• Expiration Bate I i0/Z019 • • •• •- • • • • • • Mi m�i ^*-'� • • uct Control • • • • • • • • • • • • • • • • • • •• •• • • • • • • • 11111/ 1� • • O.. • • • • • • • • •• •• /TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS 001 I IAt lAl \`�eY� • •''�jcBNs '�` No 70 2 OF 111111 N 0 a 8 3 f FAX (305) 885-5902 H UPDATED TO 2017 FOC a • O V r1 c a [dote: D2-13-12 0 0 I t=, drawing no. W12-08 (sheet 4 of 9 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX.• SHIM ." TYPICAL ANCHORS SEE ELEV.' FOR SPACING W.9 CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM 1BY WOOD BUCK ACTIVE LEAF EXTERIOR D.L.O 37" MAX. LEAF WIDTH. 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCFAI FI FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 2 POINT LOCK ASSEMBLY EXTERIOR DOUBLE DOOR FRAME WIDTH LOCK OPTION 41 P TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS OPTION 2 SHOWN) 1 OR 12 SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 4 POINT LOCK ASSEMBLY• • • • • • • • • • • • . • • • • • • ��• • •••• •• • • • • . • asp co • mplying with H�•FFarida Building Code NOA-No. 17-1218.15 • • • Exeratidh Vste 03020/2010 • • Y TT-• • •__. ••• • • • • By • • • Mlame-D-''Product Centel • • •• • • • •-.— • • • • • • • r ' i 2ni DOOR I TA:[LS . • • � • • • • • • • • • • • • S. .0• • IF.• •• • • • • • • • • • • • 1/4" MAX. SHIM 2BY WOOD B K OR WOOD TURE E£ NOTE HEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING ```11\U i I III�rIA'' EN . 70592 OF /ONAL illlilttllt J ce 600 ALUM OUTSWING ENTRA L..") J 1n g W cC in WS LMI n p' 0 co 1 Z 3� m 3 z6 I O8n 47 wid co M FAX (305) 885-5902 O C U H G7 UPDATED TO 2017 FBC a a c C U 0 a to a drawing no. W12-08 sheet 5 of 9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. _ 6 cn GLAZING OPTIONS SEE SHEET 1 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 /4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX • SHIM . 1/4' MAX. SHIM EXTERIOR D.L.O. 42" AT 86' HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH j12 SMS AT 5" FROM ENDS AND 11" O.C. MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING REINFORCING AS REQD. SEE SHEET 3 16 26 L D.LO. EXTERIOR SIDELITE WIDTH D.LO LEAF WIDTH •• • • • • • • 39•3/�{ • ••� •• •-• •lt (. •`Y'Q Ft(E WIDTH . • • • • • • • . MAZ LNIT AA& WM • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 BMi am F D Con. Control • ••• • S•• • • • • • • • • • • • • • • • • • • • • • • • • • •• • OOOOO • • •• • • • • • • a • •• • • • SIDELITE ITAZLS • • • •• .• i •i• S Mit 3 6 201 • •••S • C • • • • • • • • • �i O • 4 A OFOOOO OAiAL e`�\ W 0 Z� a1— at g i3 o W N ` U a D N It 0 oai;4 0�0, o£o; o cf to i (fl a .58Q wa°i)ig J J FAX (305) 885-5902 T a O 0 S 0 8 ,Ia Yl. N a 0 drawing no. W12-08 sheet 6 of 9 000 • • • 000 • • ITEM # PART d REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARES 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-TB - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELTTE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDEUTE FRAME JAMB 6063-TB - 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - ' 9 E609 - LEAF HINGE STILE 6063-T6 - 1 0 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 1 2 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T8 12" LONG 14 £814 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. CLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 1 7 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS ROOD. SIDELRE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. .22 #12 SMS AS RECD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DLA. THREADED ROD STEEL - 25 W1 1323 - PILE W'SIRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF GRILLING SCREWS - - 34 - 2/ LATE SETTING BLOCK, 1/4" X 1/2° X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4' LONG EPDM AT 6" FROM EACH END. DUROMETER 8015 SEALANTS: •• ••0 • • • AL•L 10INTS•AND FRAME CONNECTIONS SEALED WITH i • • • • • S:•HltEMAOR_ EHEAO JM5504 SEALANT. • • • • • •• ••• •• • • • •• ••• •.•e ,•• •e3ROI JCTREVISED • • • •• • • as comae/1,19wlt* the Florida •• i•••• }IOA e • • • •-No.�:d� • • 17.1218.15 Expiration Date 03/20/2019 By ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S. •• • • • 00 00 uct Control 11`J162011 70592 A OFSk ifONAL c, 0 FAX (305) 885-5902 m U UPDATED TO 2014 FBC REV. PER PER COMMENTS UPDATED TO 2017 ESC a .a -o C V rt rt 8 drawing no. W12-08 sheet 7 of 9 ) LOCKS: OPTION 41 • ACTIVE LEAF' 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF. 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM K' if ! ACTIVE I, 1• HINGES: py —1 / / / / / / / / '2 \ \ \ \ \ \ \ \ \ \ \ \ \ % / / / / / / % ACTIVE - INACTIVE 'I 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 AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION i .2, ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAP CONCEALED FLUSH BOLTS BY 'SUUJVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2' EH MS C ACTIVE • / / /2 / \ INACTIVE i ACTIVE \ • • •• • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • ',Ea • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 • • • • • aspiration Date 03/20/2019 • • • • • • • • • • • • • • • • By •• • • • • • ••• • •• •• •• • • • •• • • • • • • • • • •• •• • • • ♦ • • • • M16dil-D e Product Control • • • • • • •• • 0 0. V U •0 T d B a 8 rc tJPOATFD TO 2014 FBC 8 8 B S S 0 a N B b to ` c m� 0 0 ti drawing no. W12-08 sheet7.1of 9 1-1.750 1 I~ •519 ¢ •394 d - r•13D PRODUCT REVISED the Florida , �V li J COMP —ANL\W12-08ECO)I 4.000 078 803 050 as complying with Building Code )RPORATION T DEVELOPMENT iUITE 220 3 (C.A M. 3588) FAX (305) 2628978 , .625NOA-No. .045 .803 .803 .045 17-1218.15 Expiration Date 03/20/2019 1--2 062- 1.625 J 4.031 .078I. 4.750 1.047 1.047 1.172 By 14 GLAZING BEAD 5/16" GLASS 0 GLAZING BEAD 7/16" GLASS is GLAZING BEAD INSUL. GLASS - Mlaarl Product Control \'J DOOR FRAME HEAD/SILL 1.5071 I w 1" `n 0 D j'4 a 2 gl g - 1.507-I Q ;Log .1 0 41 b C 4.000 LEAF TOP/BOTTOM RAIL 3.719 .vr •r -a ---.078 AL —FAR ENGINEERS 9360 SUNS. MIAM1, FLOI TEL (306) 26 1.625 4.719 _078 4.781 076 1.750 1.507 d 8.250 r1,500 �Li-.312 v J J 7.531 OUTSWING ENTRANCE DOOR DOW SYSTEMS, 80th STREET 33166 5-5299 FAX (305) 885 4.D00 .0621 CED LEAF W'STRIP ADAPTER • () LEAF HINGE STILE 1.507 5.344 1.750- 4.000- .094 O SIDEUTE TOP & BOTTOM FRAME 1.750 1.Sp7 .312 .442 5 - . m 2.081 1.750 9" BOTTOM RAIL 8FFF000 1.584 O W 3 z n N 0 n Q p .1 329 i�7A .078 � b-1.81z-1 0 LEAF LOCK STILE E5 w co M k' 1.5071 LEAF ALIGNMENT BRACKET -.750r- 2$1 FRAME COVER 5.34-4 -�{ I 375 NO CHANGE TH6 SHEE NO CHANGE THIS SHEE UPDATED TO 2017 FBE .078 3.719 .078 A i 1.574 9 ]__.125 3.781 .125 "' cr g a --{ !� .687 I I 4 051 1.197 1.507 1.750 2.081 U Z Io .154-4I - 13 LEAF CLAMP 43 16 SNAP COVER t 1 k LEAF 4.000 ASTRAGAL STILE 41ttiVE•B.4CK- JP PLATE •• 9.00! • • • • • • m r En., 8281 • • • • •• • * �i • s�j 3.2� • ••• •• •• • • • • 18 y > of. 90 _ N N Q q Oi 1.500 -.625 1.500 r ro{ 719 •' • • • t • 19 • SIDEUTE MULLION REINFORCING ° 2 < m n • 1.62% • • • • ••4'1 • • • • • $ • • • • • • • • • • ` • • (Kole: 3/8' = 1' ) I dr. by: TARIO ''--Li ,D]$b --- i 4.000 p 4.000 2.097 1 1.507 II 1� 8 078 TA OF 4.? '•. . drawing no. O 4.000 • • • • • • • • • • • ;:. �' I IOP '' �`' tki 8 97S. "• • 1W12-08 DOOR FRAME JAMB () SIDEUTE FRAME JAMB • • ••• • • /,06.... ..VS.- SIDEUTE 9" BOTTOM FRAME �I i ( •SIDELI E :UP:ON �!•AMq• ��A/ir�ii 111r'`- (sheet 8 of 9 DOOR FRAME CORNER SIDELITE FRAME CORNER LEAF CORNER SI11 I ITFU I ION SLIP ON JAMB CORNER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • i+RODNAT CEIISED • as eomplyng.vi the Florida • luilding Codes • NOA-No. • $7 1218.15 Expiration Da = 3/20/2019 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ill • eJ 291d 1 I1IA11rrii �EN. NO.7�_ U J N c.)k2 t Lj tn z N j� _M n NI 2 �a3 4 Z • 3 z J 0 towui FAX (305) 885-5902 NO CHANCE IRIS SHEET REV. PER RER COMMENTS • a 0 CI O U O drawing no. W12-08 (sheet 9 of 9.) • • • • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoJed modify, or suspend the use of such product or material within their jurisdiction. RER reser' es tie right JQ.EJ'Voke acceptance, if it is determined by Miami -Dade County Product Control Section that this.prodiitct or ma-Wial fails to. • meet the requirements of the applicable building code. • • • • • This product is approved as described herein, and has been designed to comply with the PICA& Building Code, • including the High Velocity Hurricane Zone. • • "" .. • .. • DESCRIPTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-L.1U',,. . • .. APPROVAL DOCUMENT: Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD.•Glass Boor • • • sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last r$8i'stiton JAN 25, 2018, • signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision $ta4.with thE• • • - Notice of Acceptance number and expiration date by the Miami -Dade County Product dontrol•Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.cov/economy .. . 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 to exceed tested frame area per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises #15-0612.05 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 Ishaq I. Chanda, P.E. NOA No. 18-0129.13 Expiration Date: March 20, 2019 Approval Date: March 22, 2018 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. 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 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . • • • •. 6) Forced Entry Test, per FBC 2411 3.2.1, T4..1.2494 •' along with marked -up drawings and installation diagrams of Alum sli.diug43lass.dQQrs, • prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7446dated 09/1342013 and • last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, J'. SE•. : •. • • • Note: The above referenced test report has an addendum letter dated ilB' 10, 2014,•iisued li}•: • •. Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test repQrt4uthor.„• C. CALCULATIONS • .. ••, 1. Anchor verification calculations and structural analysis, complyiLig with FBt120; 4 (5th Edition), prepared by Al Farooq Corporation, dated 06/10/15 and4ast rievisedon 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(5th 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. �h K �-- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0129.13 Expiration Date: March 20, 2019 Approval Date: March 22, 2018 E-1 • • 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:RF .). "" .... • E. MATERIAL CERTIFICATIONS • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Epp. (forma 1 .I. . DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear &c.o.lbr PV 3 Mass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring rIrS /08/19. • • •. . 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America',1nr. (formefi'E.I? . DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass F lnterlay er", .xpiring '. on 07/4/23. • F. STATEMENTS • • •• 1. Statement letter of conformance to FBC 2017(6th edition) prepared by Al-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 . . 1sinn .014%KA._ Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0129.13 Expiration Date: March 20, 2019 Approval Date: March 22, 2018 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 UNIT 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 I THRU 3 SHALL APPLY TO ENTIRE SmitH. 0 DAYLTTE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLRE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUIILHS 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 (NVHZ). 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-METALLC 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. UFE 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 CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACfTY DOOR FRAME HEIGHT 106 7/16" INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 =14 w Zw � a an a j 0 / CJ ../ FALSE MUNTIN OPTIONAL 5" MAX. SILL CORNERS • • ' Va •• • • • •" • • CPJSTER OF •/ • 6 ANCHORS* OOOOO • • • AT INTERLOCK•ENDS OOOOO • • • SEE SHEET 5 FOS 0APACI X S •. •- • • • • 13' MAXI ROIL • • • • ATION • •• • • • ALTERN. `SIZE UNITS: •`• MAX. F66.IE•AREA:c DOORS ArtT TO E«CEEE THE TESTED FRAM[ AREA OF. j2 SQ. T. • • • • • ••• • • • • • • • • • •• • • • • • •, • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • a• •• ••• • • • •S• • • NIODUC E REVISED as mplyiag will the FIN I I sIdleg Code ne101006 eNu al. IS IiginWata IlsamgozzeaZ3li PaWrfCaalli•1 LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT 434"u w FAX (305) 885-5902 L S UPDATED TO 201♦ FOC g U UPDATED TO 2017 FTC 2 drawing no. W13-49 sheet 1 of 12 5' MAX. HEAD CORNERS 13" MAX. HEAD 4 3/8' TYP. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY 147-7/16' DOOR FRAME WIDTH DOOR FRAME HEIGHT 106 7/16" PANEL HEIGHT 99 15/16" D.L OPG. =4 1 ---ic----yr--- J1,, // //. I L INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 // //. /./ 8 ..J FALSE MUNTIN OPTIONAL 5' MAX. SILL CORNERS 49 5/16' PANEL WIDTH ASTRAGAL INTERLOCK 1:3" MAX. SILL TYPICAL ELEVATION oxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. PROW f REYWB/ is aaskelagwiththeEN itsIdlAaaepaaa No l c12 .13. Ltgkrua. Date u 1S 92111101•46Petthesithelled CLUSTER OF 6 ANCHORS • • • • • • • • • • • • AT INTERLOCK/ASTRAGAL END! SEE SHEET 5 FOR CAPACITY • • • • • • • • ..\A 71 t1111t/T •• ••• •• • • • •• i.- •••••.. �p'a EN,4i. • ••• • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • ••• • • •• • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• _• • • • • • • • • • • • •• •• • ••• • • 70592 SERIES-700 ALUM SLIDING GLASS DOOR (LM.L) 0 n IT S 8 UPDATED TO 2014 i9C IT S S 8 n oa c 7 8 drawing no. W13-49 sheet 2 of 12 5" MAX. HEAD CORNERS 13" MAX. HEAD 4 3/8" TYP. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY DOOR FRAME HEIGHT 106 7/16" PANEL HEIGHT 99 15/16" =t I INTERLOCKS WITH OR WITHOUT REINFORCING N SEE CHART g1 =4 I 1 i - INTERLOCKS WITH OR WITHOUT REINFORCING N SEE CHART /1 %/. i/, /i < N i o 0 ___C __-_ O _ _C ==--41==i====_ ___yL=__ // //, ® • _____.__-_- = %/ i/, T�- O/ O // //, /' 1 S -q I I FALSE MUNTIN OPTIONAL 5" MAX. SILL CORNERS 42 1/16" D.L. OPG. 49 3/16" PANEL WIDTH 42 1/16" D.L OPG. 49 5/16" INTERLOCK PANEL WIDTH ASTRAGAL INTERLOCK 13" MAX. SILL • / • • `\ THY TYPICAL ELEVATION •• G DSS i i oxxx •SEES C • • • • • • • • • • • • • •• ••• •• • • • •• ALTERNATE SIZE --UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • OOOOO • • •• • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Neoe cr a•wia wa AtkwwwYd:lne Q.� • {CI��0.M4 4.V SERIES-700 ALUM SLIDING GLASS DOOR (LM.I.) a 0 0 8 U UPDATED TO 2014 EBD 0 U a u 0 a c [dote: 09-27-13 " S drawing no. W13-49 sheet 3 of 12) 0 8 OX SHOWN) xo XX DOOR FRAME WIDTH of� 0- P9 �„/ . G (1)b I OXX (SHOWN) XXO DOOR FRAME WIDTH o I r ©- OXO (SHOWN) DOOR FRAME WIDTH © Y o-o- OXXX SHOWN) OXXO XXXX APPROVED CONFIGURATIONS I1 INTERLOCK EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) 7 IL INTERLOCK EXTERIOR DOOR FRAME WIDTH SEE Dp TABLE) INTERLOCK • EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) II INTERLOCK •• •' • • INTERLOCK• • • • • • • • • tEiiTERiOR • • • • • • • DOOR FRAME WIDTH (SEE Dp•• TAL!E) • • OOO • • ••• •• • • • .• • • • • • NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. •• • 000 • 000 • • • • • , • • • • • • • • • : • • ••• • •• • • • •• •• • • • • • • • • •• • • • • • • • • •• • • • . ••• • • • • ••• • • • • • • • • • • • • • .•. • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • •RODUC f REVISED a cwaptyiag witb toe MAIL binding Code Aeeepaaa No i O/Z . f 3 Ewing,* Owe .70592 24119. TE OF • s®'/p9�Ty w 3 SERIES-700 ALUM SLIDING GLASS DOOR (L.M.I.) 0 5 5 5 D 0 c 8 9 5 drawing no. W13-49 (sheet 4 of 12 CHART DESIGN LOAD CAPACITY - PSF (GLASS) GLASS TYPES GLASS TYPES 'B', 'B1' 'A', 'Al' AVERAGE DOOR FRAME WITHOUT REIN,. WITH REINF. PANEL WIDTH MGR EXT.(+) INT.(-) DCr.(+) INT.(-) INCHES Hats .'-7OAr. 80.0 70.0 80.0 - 70 0 80 0_ 70.0 80.0 ta36 '42 82 70.0 80. 70.0 80.0 48 7T1. a 70.0 80.0 54 62.2 71.1 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 84 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 62.2 71.1 62.2 71.0 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 90 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 - - 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 96 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 - - 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 98 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 30 - - 70.0 80.0 36 - - 70.0 80.0 42 102 - - 70.0 80.0 48 - - 70.0 80.0 30 - - 70.0 80.0 36 - - 70.0 80.0 42 108 - - 70.0 80.0 48 - - 70.0 80.0 CHART #2 LOAD CAPACITY - PSF (ANCHORS) 6 ANCHORS AVERAGE FRAME DOOR FRAME AT CATS. EMS PANEL WDTH macs MGMMILE nSHFS EXT.(+) INT.(-) 30 70.0 80.0 36 70.0 80.0 42 82 70.0 80.0 48 70.0 80.0 54 •62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 84 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 90 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 96 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 98 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 102 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 108 70.0 B0.0 48 70.0 77.9 INTERLOCKS WITHOUT REINF INTERLOCKS WITH REINF. m H 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlos By Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. (O AST 3/16" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS lil \ CD \ li Ili �1 1 raw / GLASS TYPE 'B' •" OVERALL LAM. G ALL EXTERIOR(+) LOADS SHOWN IN CHARTS•ABOVE ARP • • • • FOR DOORS WITH 2-3/4" SILL HEIGHTS. • • • SILICONE DOW 899 • • LlMZING OPTIONS FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSl• OOOOO DOORS WITH 1-1/8" SILL HEIGHTS ARE Nol IRO'g:OR • • • WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. ••• • \ 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlos By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE DOW 899 /CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'Al' 1" OVERALL INSUL LAM. GLASS 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kuraray America. Inc.' 3/16" HEAT STREN'D GLASS GLASS TYPE 'BI' 1" OVERALL INSUL LAM. GLASS n complylq with tie pMlli• bedding Cede Arcepraaee No 1 ff-O/2. I3 EapirAtlw Dale A / 2,111 • ••• • ••• • .� 1..... 1 LL ..- •NOiE: • • • • • • • • Proiaett>••1FY • GLASS 1SAPACRTIES•QJ -"HIS SHEET• ARE • • •AED 01 ANDFLORIDABUILDING dOCOMMISSION DECLARATORY • UST•St DECLARATORY STATEMENT DCAOS-DEC-219 _ • • • • • • • • • • • • • • fRODIIC E REV18E� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • SILICONE DOW 899 CARDINAL XL EDGE SPACER ST. STEEL �IIU COMP-ANL\W13-49EC0 0 J LIJ O W Lr N O o"1 2 0a0 v> Z 3 L` 3 Z� 0 OLJ n W co P FAX (305) 885-5902 0 n V 8 B a B e 0 2: 0 0 0 drawing no. W13-49 sheet 5 of 12) 1 BY 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 — — — 1 TYPE 'A'- 1/4" DIA. ULTRACON BY 'FLCO' (Fu-177 KSI, Fy=155 KSI) THRU 1 BY OR 2B 'BUCKS"`INTO=COIVCR 1-1/4" MIN. EMBED INTO CONCRETE 1 TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- 1 /4" DIA. SELF DRII I ING 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 — —(SIttL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— — J tet TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155155 KSI) DIRECTLY INTC'CS'NCltfr"" 1-3/4" MIN. EMBED r_—_ —,AT JAMBS v— I TAPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY 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 KSI) 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(SIt.LL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES 'NTO CONCLOCKS,t,L. ‘'1NTO-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 f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. J • • • 000 • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • OOOOO • • 410 • • • • • • • • •• • • • 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • IRODUC f REV es ptyiag with the RAIL Wilding Cede A•cept••ee N• 2 /73 Eep4•tie• Bete '+. 2• I cI e•i•w fa to 0 00 ALUM SLID COMP-ANL\W13-49EC0 FAX (305) 885-5902 0 .0) 0 B drawing no. W13-49 sheet 6 of 12 TYPICAL ANCHORS SEE ELEVS. FOR SPACING EDGE DIST. .STAGGERED 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) • .CORE NCTE .3. KSI MIN. u EXTERIOR W3 10 • EDGE DIST. 3-1/8" '�j, STAGGERED I .11.7�_-.._ LOAD BEARING SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c = 5000 PSI MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING NOT APPROVED TYPICAL ANCHORS SEE ELEVS. FOR SPACING UNIT FOR WATER RESISTANCE EXT.(+)A LOADS • • • EXT.(+) •DADS • • • • • TO 47.0•PSf• • TO 700 PI' • • • • • • • • • • • • • • • 9111 JiF CHT VS WATFR. A&SISTXNCE• F l_IOAD SEE SHEET 5 CHART.' FOR DOOR CAPI$RY • METAL STRUCTURES 1/8" THK. (SEE SHEET 6) N • • • • • •, E. • • • • " • • • . • • n • • • • • • N • • • • • • • • • ••• • • • • fr MWA-DARE COUNTY APPR'D MUWON SEE SEPARATE NOA (SEE SHEET •) TYPICAL ANCHORS SEE ELEVS. FOR SPACING JJ WEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1" X 3/6" X 1/4° HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH _ • • • • • • • • • • •• •slumUC E REV9ill0 eeespq4ag with the MVO Ede ..ceNo q� Qlz •13 • 'Einv" °' wl •Is��A.a.erc..•�.� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • 111 • W FAX (305) 885-5902 0 u V REV. PER RER COMMENTS S P S S UPDATED TO 2017 FTC v V S 0 S • drawing no. W13-49 sheet 7 of 12 TYPICAL ANCHORS SEE ELEV. FOR SPACING P2 1 /4- MAX. SHI REINFORCING AS REQD. SEE SHEET 5 FOR CAPACITY PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY W... BUCK OR WOOD - CTURE w SEE NOTE . EET 1/4' MAX. SHIM •RODUC t REVISED oc•piyleg wlib the Fled*, wxcepnee No D o l 2 . 13 Iv/racism Doc �A+o�ettti•lir •• • • • • Y • • • •• • • • • • • • • • •• • • • •• • • • •• • •.• • •.• • • • . . • • • • • • • •• • •• • • • •.. • •• • • •• •• •• • •• • . • • • •• • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2t 1f OF • d FAX (305) 885-5902 o .n 8 S S .o 0 S c drawing no. W 13-49 (sheet 8 of 12 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM PANEL WIDTH PANEL WIDTH P3 EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) REINFORCING" AS REQD. SEE SHEET 5 FOR CAPACITY P2 PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING AND QUANTITY METAL STRUCTURE 1/4" MAX DOOR FRAME WIDTH pRODUCtt REMO y �4riY'1s- s new Ger Aarn.or N. 11-01 9-5.1 3 Error. Our -31Z,11 S. ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I • • • ••• • • • • • •• • OOOOO • • •• • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• *CO • • • 000 • • SHIM ICI IIIIII 70592 2P1. OF .10 • 1 TOP,:.d\Y: QIIIIIII% SERIES-700 ALUM SLIDING GLASS DOOR (L.M.I.) FAX (305) 885-5902 a U N S b S g A 0 pI O drawing no. W13-49 sheet 9 of 12 ITEM I PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS 1 E701 1 FRAME HEAD 6005-T5 - 2 E702 1 FRAME SILL 6005-T5 - 3 E703 2 FRAME JAMB 6063-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - . 5 E705 AS ROD. PANEL LOCK STILE 6063-T6 - 6 E706 AS REQD. PANEL OUTER INTERLOCK 6063-T6 - 7 E707 AS REOD. PANEL INNER INTERLOCK 6063-T6 - 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS REQD. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS REQD. GLAZING BEAD 7/16" LAMINATED GLASS 6063-T6 - 11 E711 • AS REQD. GLAZING BEAD 1' INSULATED GLASS 6063-T6 - 12 E712 AS REQD. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS REOD. 2' SILL RISER 6063-T6 - 14 E714 AS READ. 2-3/4' SILL RISER 6063-T6 - 15 E715 AS REQD. FIXED PANEL CLIP (CONTINUOUS) 6063-T6 - 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 18 /10 X 3/4' HWH SMS AS READ. FRAME ASSY. SCREWS ST. STEEL - 18A /10 X 1' FH SMS AS READ. PANEL ASSY. SCREWS ST. STEEL - 19 /8 X 1/2" PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENDS & 16" O.C. 20 #10 X 1-1/4' PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REDD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65±5 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2' MTG. SPACER REQD.) 25 E718 2/PANEL AXED PANEL SKATE DELRIN - 26 #8 X 1/2' PH SMS 2/CUP AXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 AS REQD. BUMPON (SIUCONE SPACER) SILICONE BY FRANK LOWE 29 AS REOD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A SEALANT: 'ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. •• ••• • • PRODUC E REVIEW r ouspiyiq with tee NerW Wieling Cede Atttpteeee N. 1 'O/2 •/3 ExpireU*• Dete 5 69E•eq•d(rraiwet C..MY • • • •• • • • • • • • • • •• ••• •• • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • 000 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • M_ a FAX (305) 885-5902 0 n 2 S S S m, Rd 19. O C 0 drawing no. W13-49 sheet 10 of 12 .130 .693 U U W v 3.562 3.562 .125 5.059 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9300 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX (305) 2626978 COMP-ANL\W1: 1.824 .078 1.648 1.129 OO .TJ12 FRAME HEAD 7- ,913745 1.98 I11M 0621.021 2.105.078 1.648 L1.252--I GLAZING BEAD 10 1" INSUL. LAM. GLASS 1--1.252 GLAZING 1 i 7/16" BEAD LAM. GLASS .094 - 2.625 O PANEL LOCK STILE 0 2.625 PANEL INNER INTERLOCK .210 1--1.144 -1.471---1 I .062 .210 .068 5.532 .062 1.998 j �( t,ggg i I 3.562 .210 .068 2.687 2.313 ? S 3.250 -.078 SERIES-700 ALUM SLIDING GLASS DOOR (LM.I.)) ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 3 166 TEL. (305) 885-5299 FAX (305) 885-5902 1.648 T-- 1 Il� ..-.078 1.125 2.105 .068 1.047 1.047 1.937 1.047 � 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER 0 PANEL r1.823 . TOP & BOTTOM RAIL OO PANEL 2.625 OUTER INTERLOCK 4RL,DUC F !REVISED r 9orptylq with the Fled& !Wan CO& Aonrp[9oee No g-Q129. 1'3 L- 915 2.248 .125 • O FRAME JAMB 1.494 .078 .357 15 .149 FIX. 062i 1.540 PANEL CUP } $gieniwo Dote ; 2^ t 1 I/ w! l LA 1 1. r 1 17 INTERLOCK .125 STIFFENER -1.99998--j-2.067 I���1 (revisions: no date 1 by description A 01.16.14 REV. PER RER COMMENTS B 06.08.15 UPDATED TO 2014 FBC NO CHANCE THIS SHEET UPDATED TO 2017 FBC • • • • • • PY9Yet CW -- • •• • • •• • • • • • • • • • • • • • • - \\\111/liii \`\\ ��•'' . . 4` % iIONA11t%\ 1/. i OENSF ,,. 2�, *7- - /4 yr F((/;` r'' 'c�`� 3.687 }I 1.139I p 1 _I 1.022 . LIJ ,I--_,^(II Il .078 - 'J'tLi l 5.274 UX i _l_ 3.437 078 - - .. _ 1.824 J - 0 FRAME SILL ��{{' 1.824 • • • • • • • • • • •7.• • • • 1%48• • • • • • • • 0 3.820 3.996 .078 date: 09-27-13 acute: 1/2- - 1- (dr. by: TANG (chk. by: / 2.500 • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • •• • Ofi PANEL MALE ASTRAGAL .140 0 PANEL 2.000 FEMALE ASTRAGAL drawing no. W13-49 sheet 11 of 12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • ••• • • FRAME BOTTOM CORNER PANEL TOP/BOTTOM CORNER 'RODUC y REVISES r msplyigr4l tYt Ri W& Waling Ore Aecepaaar No ,a-o zq. 13 6 Enpirri• errMAt .10i20 t I • /(A— �Rs-yy W ar' eadr erbd • • • • • • • • • • • • • • • • • • • • ••• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • •• • OOOOO • • •• • • • • • • • •• • • • O '�.' Ns1,c"••:® 3 2P1 c• LV ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U a SERIES-700 ALUM SLIDING GLASS DOOR (l.M.l.) O FAX (305) 885-5902 n UPDATED TO 201♦ E9C NO CHANGE THIS SHEET UPDATED TO 2017 F9C el drawing no. W13-49 sheet 12 of 12 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material•fails to perform in the accepted manner, the manufacturer will incur the expense of such ivtir;g and th9.41-1J may . • immediately revoke, modify, or suspend the use of such product or material witl J,tligu juris l on. . reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Cbuaty Product Control • Section that this product or material fails to meet the requirements of the applicable building code. • - • • • This product is approved as described herein, and has been designed to comply with& Florida 'Building' ; • • . Code, including the High Velocity Hurricane Zone. •••' ••'• • DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Win • L.M.I.• • ipA. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-20d Alum. Horit. Mting Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/1/1/,'prepardd by Al • - Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County P18duot Control Revision stamp with the Notice of Acceptance number and expiration date by the Miamif5ate 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there•has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0728.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. 2./ p'/os/w/8 NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Page 1 • • • • • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . • • • 4) Forced Entry Test, per FBC 2411.3.2.1, ana TABS 202-44„• . • along with marked -up drawings and installation diagram of as ajjjnum bulizontal sliding window, prepared by Fenestration Testing Laboratory,.Ir.r Test Report No. • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Blittstftl„ P.E.; •. •. • (Submitted underf2'JA#14-1131't01) • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• . • • • • • .. • 2) Uniform Static Air Pressure Test, Loading er FSC TAS 2,02-94 • • 3) Water Resistance Test, per FBC, TAS 202 -4 • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202.94 • • along with marked -up drawings and installation diagram of a Xt5X a�lumirnjpr • • • horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) s,Ianj ZYJ Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • . along with marked -up drawings and installation diagram of a XOX aluminum' • horizontal sliding window, prepared by Hurricane Engineeringhagsting• kg., Test • • Report No. HETI-08-2228B, dated 01/15/09, signed and sealed Candido F. Font, . • P.E. (Submitted under dYOA#09-$312:Q8) • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20?-914 • •' . • 2) Cyclic Wind Pressure Loading per FBC, TA t -94 • • • • along with marked -up drawings and installation diagram of a T4inc4luminum •' horizontal sliding window, prepared by Hurricane Engineering; & Fasting �In �.� Test Report No. HETI-08-2229, dated 01/15/09, signed and sealedtiy ndido•F. Font, ' P.E. (Submitted underNNNO4#09-431408) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Sr'fadi � Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interiayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS .... . . • • .... • . . 1. Statement letter of conformance, complying with FBC 5th Editigq Ji14), 3N i i FBC 6;h Edition (2017), and of no financial interest, dated October 12, 2D1W, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • • • ; • . • . • • .... . •• • G. OTHER • • • • • 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Sy ems, LLC for their• • Series "Eco-Guard 200" Aluminum Horizontal Rolling Window AA/a": gyp pved on 09/03/15 and expiring on 05/27/19. E-3 • • . • .. .. . •• • • • . . • . . • Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 72" FALSE .MUNITNS (SURFACE APPLIED) MAY BE USED 3 1/2' MAX. HEAD/SILL CORNERS 0 S 0 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS 090' Interlayer .090' Interlayer Trosifol PVB SentryGlas By 'Kuroray America, Inc.' By 'Kuraray America, Inc.' 1/8' HEAT STREN'D. GLASS 1/8' HEAT SHREWD. CLASS Ill" WINDOW WIDTH 10 5/8" MAX. 4' F r Oq I 3 I HEAD/SILL CORNERS I ,1I I /'-'`r- (i, 3' I I I I O I , - }} I i% r T O3 4 - I - % -tI I - 1 /./. - - 32 3/4' D.L OPG. 36 7/8' VENT WIDTH 32 3/4' D.L. OPO. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8' HEAT STREN'D. GLASS 5/16° AIR SPACE 1/8" HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB By 'Kuroroy America, Inc.' 1/8' HEAT STREN'D. GLASS SILICONE SILICONE CARDINAL XL DOW CORNING 899 0: DOW CORNING 899 EDGE SPACER GE SCS 2000 pGE SCS 2000 ST. STEEL z m mto /II AT 1/4t1NPAN ON L.ITES AT 1/4 POINTS ON LTTES WIDER LAN 6' ONLY WIDER THAN 36' ONLY GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS SILICONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' (2) ANCHORS AT MTG. STILE ENDS TYP. �(4) ANCHORS READ. FOR SIZES AND LOADS MARKED WITH '•' ON SHEET 2 ONLY ECO-GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSIEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • • • • • •FO A S SPEFl PRO,I CL i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY • • •OF �C L E gIN ' NS1 THIS PRODUCT AND SEALING AROUND OPENING FOR u • R Fl T�N 'ESIl,�1T9yANU CE ETC. • • • •C fIT S OT sl THIS DRAWING ARE TO BE ANALYZED SEPARATELY, • • •AN TO•BE 'ar BY DING OFFICIAL • 000 • • • • • • • ••• • ••• • • • • • • • • • • • • SETTING BLOCKS AT • • • • • LAM. GLASS AIA INS&W LAM. GLASS* • • NOTCH GLAZING BEAT LEG TO °MLR BLOCKS °Oni7isne.T;c " •At`.;:e;1^..\ 19-1101, 13 • ¶. ires liar_ P�°t�I�/• �•��liQtR Miami nL`flZho`ct ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • • • • • • ••• • • • ••• • • COMP-ANL W09-12 FAX (305) 885-5902 0 0 Y c drawing no. W09-12 (sheet T of 7 • DESIGN LOAD CAPACITY - PSF (X0. OX OR XX SIXES) W/0 REIN?. WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE WINDOW DIMS. A A' '8' 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 267:1 70 0 80.0 80.0 90.0 70.0 80.0 37' 26' 4 70.0 8.0 0o 80.0 90.0 70.0 80.0 53-1/8" (3) 8 !CU.1, 80.0 90.0 ' 70.0 80.0 74" B 70.0 80.0 80.0 90.0 70.0 80.0 26-1 2- 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 38-3/8' 4 70.0 80 ) 80.0 90.0 70.0 80.0 53-1/e" 80.0 80.0 90.0 70.0 80.o 74' 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 37' 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 74' 8 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37' 63 4 68.9 - 77.5 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 74" 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 48' �3) 6 70.0 80.0 80.0 90.0 70.0 80.0 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 48') 36 6 70.0 80.0 80.0 90.0 70.0 80.0 60' 8 70.0 80.0 80.0 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48' �5) 6 70.0 80.0 80.0 90.0 70.0 80.0 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 72- 8 70.0 80.0 80.0 90.0 70.0 60.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 48' 6(60) 6 70.0 70.0 80.0 90.0 70.0 80.0 60' 6 70.0 70.0 80.0 90.0 70.0 80.0 72' 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) W/0 REINF. WITH REIN?. GLASS TYPE GLASS TYPE GLASS TYPE WINDOW DIMS. A '8' 'C' WBLTH„...Mtr'NT EXT.(+) ANT.(-) EXT.(+) INT.(-) DR.(+) ANT.(-) � 74" 9' 8'0 " 80.0 90.0 70.0 80.0 106-1/4" 28, (3) 12 7bil-'-80,0 80.0 90.0 70.0 80.0 1 2-. ?0 0 80.0 80.0 90.0 70.0 80.0 !w' • - 74' 9 70.0 80.01 80.0 90.0 70.0 80.0 '106-1/4' (4) 12 .0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4' (6) 12 70.0 70.0 80.0 82.6 * 70.0 80.0 111" 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 50.0 90.0 70.0 80.0 84' 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0 * 70.0 80.0 108' 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3w) (1/3W) (1/3W) 4 / DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REIN?. WITH REIN?. GLASS TYPE GLASS TYPE GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXL.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 38-3/8' (4) 12 - - 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 . 74' 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 BO.0 (5) 74' 63" 9 70.0 70.0 80.0 90.0 70.0' 80.0 (6) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84' 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84') 9 70.0 70.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 80 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) A - NO. OF ANCHORS PER HEAD & SILL- ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW W DTH• • • • • • • • • • • • • • XOX' • • • 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • •• ••• • •• • • • •• • ••• • ALL EXTERIOR(+) LOADS SHOWN ON THIS I•HET A•RE • • FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL* • • • FOR STD. SILL (NO RISER) LIMIT EXT.(+) L14CS TT %7.0 g$F• SEE SHEET 3 FOR DETAIL. • •• •Atc.S,r= ,e., r„9I 7-1 0 15 • • '>ri i n° 19 • }Ty • 5)#3_ Miami FA*Je P � c� ct Con:rnl ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • _• • 000 • • \o AAAuunuTTp !"tt[t, 1.9 N ATE OF ORIOP.•' 1? OfVfoL A�1�` 1041"V 0; .0! F 7 cco re 5 ✓ r G�,4 O cao1+.p 0 C y 0 ry {iz0Raceagt a 122 0 0 • a U tri J r w w L;71� 06.0 • I Z • 81 Z 00 ow W oo O n V X V UPDATED TO 2014 FOC P B S m c • drawing no. W09-12 (sheet 2 of 7 0 E. EDGE DIST. I IS TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE,. DIST.- TYPICAL ANCHORS SEE ELEV. FOR SPACING A y TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. to MIAMI—DADE COUNTY APPROVED MULUON & MUUJON ANCHORS SEE SEPARATE NOA EDGE DIST. 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING DIST. us TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS:„SEE ELEV. FOR SPACING - ---- -- ""-1/4"--DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI W1 = 3/B" X 2-1/4" WEEPHOLES AT EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND 37" O.C. MAX. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRII I ING_SCRFN[S (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) STANCE CONCRETE AND MASONRY = 2-1/2" MIN. 1 INTO WOOD STRUCTURE = 1" MIN. ..�® INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • WOOD•AT MEAD, „Av.OR JAMBS SG - 0.55 MIN. • • • • • CONCRETE•AT MEAD, SILL OR JAMBS f c = 3000 PSI MIN. • • • • • � � C�90� �OWr�LLED BLOCK AT JAMBS f m - 2000 PSI MIN. • • •• ••• •• • • • •• • • • • • • • • •PRODUCIIR5VlS= • • • • D •• • • • as com+•"rn — >. ." • • • • • • •iyith the Florida t_ N TYPICAL ANCHO • •• • • • • • •A•clp;.c e 1BY SEE ELEV. • • • • • • • ia:l: tis:& 1 OT.l 9 WOOD BUCK FOR SPACING • • • • M rs, . M — � Miami Dc QPr :d Coa_. • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • • ••• • • EDGE DIST. V a U FAX (305) 885-5902 0 n V 6 S B S B UPDATED TO 2017 FOC d 'oa c B S 8 drawing no. W09-12 sheet 3 of 7 ) 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 METAL STRUCTURE O ■K STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT VENT WIDTH D.L. OPG. EXTERIOR MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA D.L OPG. WINDOW WIDTH )COX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY • TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • •• • • • • • • • •' • • • • • • • • • • • • `111111111I111Y// • • • • • No 70592 • • • • • • • PIIXSUCT'It�'I:: .r, • • • • • • ac!••v plyinewii•the Piord, ' • • • 84#1•LI Ce1_e • ATE OF • • • •• • BY An Z,h ORI!!!!!! / Misnu 1=r:: :c.CNIL*1 /i.®AIAL�11`% ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 N a 0 U J J vi w 1~/) sMn o mM Z _• lL m Z• o O NJ 0 LJ J FAX (305) 885-5902 0 a g a L: C 14 9 drawing no. W09-12 (sheet 4 of 7 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • ''` • . .•• • . . • •• • • • • • • • • • • • • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • 000 • • 000 • VRODUCZ REVISED • • • • • • • as com :iawvith the FTocidv 7. • • • • • • • Yt 6in•C'c4 • • • •• • • •A4FPo*cc101 'j • • •• • • • %x•i�nl•oE••cp1]i2q • • •• • 000 • • • • 410411 • • • • • • • • • • • • • ••• • _ • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 900 • • drawing no. W09-12 sheet 5 of 7 T • 2.750 3.249 .813 1 1.140 —.062 1.610 O FRAME HEAD FRAME SILL .500 1.718 .715 1.067 1.434 .813 .062-' yII 1 --1.140--I O VENT TOP/BOTTOM RAIL 3/16' STEEL REINFORCING © JAMB STILE MEETING RAIL .719 803 _045 .047 --1 1.047 GLAZING BEADS .803 312 .062 SILL TRACK .500 .187 �1 2.750 062 2.812 874 1.687 O MOV. FRAME JAMB O FIXED MTG. RAIL 2.812 750 I 062 2.750 1..-.969--I 1.688 O FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER ITEM PART i QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-T6 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS REQD. NOV. FRAME JAMB 6063-T6 - 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A FY110 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 8063-T6 - 1 1 - AS READ. REINFORCING BAR STEEL - 12 - AS REQD. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 1 6 FY210 2/ VENT ROLLER PIN ST. STEEL - 1 7 g8 X 1' AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 /8 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 20 Q3001190 AS REQD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLNAN & ASSOC. 25 /8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 2/ LTTE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • •• • !'RODUCIfEVISED •6s:o.pl sing rich the Flotid, • 'Ace to <h Exp e�iio. Tia nl�s'1 1nL[1 By S:T44s3 Zhou> Miami Aa3, Pr+tdu Cesiicki • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• \IIII11/� �VjGEN`4F�••;Ci ,i COMP -ANL\W09-72ECO a 0 0 O c 0 drawing no. W09-12 sheet 6 of 7 4 4 VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER •• • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • Pn8DUC•REVISFD • • • • • • • ss cemptir,p•nth the Florida • • • • • • •T1tidin•Cods • • • •• • • • ActptAlte Nt11•I102•2$ • • • • • • • Ex/lrsr;R, D•e fps (zl J le19 • • •• • • By Zilao Miami De product Centro/ .7-<2 -T OF ECO-GUARD SERIES-200 ALUM FIORE. ROWNG WON. (LAI.I.) O 4, O Q 0 }¢n gWk Q$S D ro 00 0 5 vb E' drawing no. W09-12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •' • • • •• •• • • • •• •• • • • • • • • • • • • sheet 7 of 7