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WS-19-1940Location Address Permit NO.: VV"8- 9-'1941 Miami Shores Village Permit Type: Wince/hers 10050 NE 2 Ave Miftl Miami Shores FL 33138 rkas sification: Window/Door Replacement 305-795-2204 Permit Status: Anroved IssueDate:09/05/2019 Expiration: 03/03/2020 175 NW 98TH ST, Miami Shores, FL 33150 Contacts Parcel Number 1131010240120 INDIRA RAD GUTIERREZ Owner AVILA CONSTRUCTION & GLAZING Contractor ENRIQUE AVILA Home: 3056080714 Business: 3059748031 avilaglazing@gmail.com Inspection Requests: Description: WINDOWS (6) AND DOORS (2) REPLACEMENT Valuation: $ 12,200.00 3b5-761-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $2.70 DCA Fee $2.00 Education Surcharge $2.60 Scanning Fee $21.00 Technology Fee $4.50 Windows/Shutters Fee $130.00 Total: $220.60 Payments Date Paid Amt Paid Total Fees $220.60 Check # 2725 09/05/2019 $170.60 Check # 2724 08/22/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con ion a zo ' g. IF thermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner /,,,Applicant / Contractor / Agent to September 05, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. L05- OS ' jq - j 9j 0 Sub Permit No. t"" ',BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF [:]CANCELLATION ❑ SHOP AA ,, CONTRACTOR DRAWINGS JOB ADDRESS: 1-ju-) N � qt S4 G r'ity• Miami Chnrcc ('nunty• Miami D.1rip 7in- ��' '•�� Folio/Parcel#: 11 C-- -Jj ®' -V 2 012 Is the Building Historically Designated: Yes NO V* Occupancy Type: Sfj4 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -7,PD Address: LkJ�X J� �Ii{CJLJ City:�L &U2.7 LE5 Sta Tenant/Lessee Name: Email: Email: LI ^+�` �(_• vl �' i CONTRACTOR: Company Name: XY-4-429Mi L Phone#:?12 4? 017 Address: / %.30 9 (.UiQ G�r. Ao IVdiTG CI City: ,,Ar) / State: vl�'- Zip: !9�/S'% Qualifier Name: /✓ (J! �'V Phone#: Yy Y-,2S6�0,0/3 State Certification or Registrafii DESIGNER: Architect/Engineer: #: A5 aZ6 .Z Certificate of Competency #: Phone#: Address: City: State: Zip: r Value of Work for this Permit: $ VD -1--T ��u U Square/Linear Footage of Work: , 9- Type of Work: ❑ Addition ❑ Alteratio El New -M Repair/Replace ❑ Demolition � Uxlk4� Description of Work: W I d�4-672,-Door-)(:�9 Ia 'f- SA Specify color of color thru tile: <3 Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City + State Zip Zi r 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 on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be choroed. Signature 0 NER or AGENT The foregoing instrument was acknowledged before me this day of U 120/9 by A44 u7iie4pnrho is personally known to me or who has producedla—RU3 —Y-00%3764-19 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: eN q APPROVED BY (Revised02/24/2014) Signature L . VC ONTRACTOR The foregoing instrument was acknowledged before me this day of ��jtJ DL `20 �n� by L.ir>✓� who is rsonally kno n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: LL UCa.O Print: b i Notary Public State of Florida Seal: • Jorge Rousseau Notary Publi;Sta%of % My Commission GG 193011Clara BaquI Expire, (1.5'0.1':"; ?My Commisst u . tiExpires 0612 T/% Plans Examiner Zoning Structural Review Clerk 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). Acknowled ent: Quali ie /O ner Signature Date Pr' t Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. E Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") E Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) 71 If Owner is doing the work, include the Owner Builder Disclosure. i Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009:11/17/2014 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Project Number: 133860-9264 Date Requested: 7/31/2019 2:22:00 PM Client: Juan Carlos Rey Mailing Address: Juan Carlos Rey UNITY WINDOW UNITY WINDOW 8502 NW 80 ST #103 8502 NW 80 ST #103 Medley, FL 33166 Medley, FL 33166 Project Address: 175 NW 98 ST Job Name: INDIRA RAD MIAMI SHORES FL 33150 Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean --Roof. Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Gcpi +/-.18 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2019 , Copyright AI-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2017 FBC. Design Wind Pressures (PSF) Trib. Area (ft Z) Zone 4 Zone 5 10 +40.1 1 -43.5 +40.1 1 -53.6 0NE'4= di -10% OF LEAST HORIZONTAL DIMENSION ZONE 5=3 HEIOHT'H' FOR SLOPED ROOF IS THE MEAN ROOF,,HEIOHT d Valid Only with Engineer's Seal CAN (EB) #3538 0 k - w k4 r RECEIVE AUG 2 21019 -'e� GENERAL NOTE: • ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THEN 5.7 SQUARE FEET. THE WIDTH SHALL NOT BE LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24". THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE FINISHED FLOOR. • WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO PRODUCT CONTROLS. • ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. y RM.IT Vami Shcres Village APPROVED BY DATE 70NING DEP-f BI DG DEPT #?ft P,!_ST 10 C(-,NlPI.PNCE \All FH All FEDERAL ITI\Tf ,'Nv L" -[)N, f HUL-S A^JD R) GULAT')NS *UNITY WINDOWS' 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 U) w O o O U-) M .. o0 f!1 .� 0 •• • • u •• • ti No. R-blor&" Deb PERMIT Sheet Nemo FLOOR PLAN Dm by sr" J. REY 1 Dab 08/09/2019 Scab 1/4"= r 3 74" 63" W1 QTY= 2 FIXED WINDOW 350 L.M.I. N.O.A. 17-0615.01 ,�-374.. 80" W4 QTY = 1 FIXED WINDOW 450 L.M.I. FL -28367 74" 38 411 W2 QTY= 5 HORIZONTAL ROLLING 200 L.M.I. N.O.A. 18-1220.07 r37 2„ -I 8011 W5 QTY = 1 FIXED WINDOW 450 L.M.I. FL -28367 36 34 38 4.. W3 QTY= 2 CASEMENT WINDOW 560 L.M.I. N.O.A. 17-1011.25 5011 384„ W6 QTY=1 CASEMENT WINDOW 560 L.M.I. N.O.A. 17-1011.25 *UNITY WINDOWS, 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 U) w O o O ,_ • •M • .. rn ur No. Re—bn/bn,e Data PERMIT Sheet Nemo WINDOWS ELEVATION Dre by Shed J. REY 2 Dab 08/09/2019 S®b 3/4" = 1' .,. .r. r UNITY ` 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 U) w O u'' .c.. •M • .❑. I—.04. cc)),W. . M, , WINDOWS .. ui :i% 'TINT- 0*00 NO. Ptwisioro9 Doe PERMIT MANUF.. TESTED WIWI(P.NDOW OW TESTED IN.-O.A. OPENING DESCRIPTION GLASS 4 FRAME COLOR' PANEL STYLE WIDTH = HEIGHT /MODEL PR W1 ALUMINUM FIXED WINDOW LAM. GREY BRONZE O 74" 63" ECO WINDOERIES WS 75 +75 17-0615.01 IMPACT RESISTANT 7R' W2 HORIZONTAL ROLLING LAM. GREY BRONZE 'XO 74" 38 ECO WINDOWS +70 18-1220.07 " WINDOW IMPACT RESISTANT SERIES 200 -80 W3 ALUMINUM PROJECT OUT �" LAM. GREY BRONZE XP 36 38 ECO WINDOWS +70 17-1011.25 WINDOW IMPACT RESISTANT SERIES 560 -75 W4 WINDOW WALL SYSTEM & LAM. GREY BRONZE O 37�" 80" ECO WINDOWS +70 FL -28367 IMPACT RESISTANT SERIES 450 -75 W5 WINDOW WALL SYSTEM & LAM. GREY BRONZE O 37 � 80" ECO WINDOWS +70 FL -28367 IMPACT RESISTANT SERIES 450 -75 W6 ALUMINUM PROJECT OUTS' LAM. GREY BRONZE XP 50" 38 ECO WINDOWS +70 17-1011.25 WINDOW IMPACT RESISTANT SERIES 560 -75 D1 ALUMINUM FRENCH DOOR �M' GREY BRONZE OX 50" 81 ECO WINDOWS +70 18-1220.11 IMPACT RESISTANT W.INT. SERIES 600 -80 D2 ALUMINUM SLIDING GLASS �" LAM. GREY BRONZE OXXO 195" 80" E WINDOWSCO +70 80 18-1220.09 DOOR IMPACT RESISTANT SERIES 00 UNITY ` 8502 NW 80th STREET MEDLEY, FL, 33166 TEL: 305-863-2223 FAX: 305-863-2291 U) w O u'' .c.. •M • .❑. I—.04. cc)),W. . M, , .. Z.o. .. ui :i% . g . 0*00 NO. Ptwisioro9 Doe PERMIT Shed Nemo WINDOWS AND DOORS SCHEDULE Drawn by Shed J. REY 4 Deb 08/09/2019 ted. N/A 8/9/2019 FloridaiBuilding Code Online - -4 { BCIS Home Log In User Registration Hot Topics E Submit Surcharge Stats & Facts I Publications Contact Us BCIS Site Map Links Search Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/12/2026 Validated By Ammad Riaz, P.E. ** Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code F -L28367 RO COI SS - Series 450 Alum WW (LM _ CI.p f Standard loilida AAMA 501 2005 TAS 201 1994 TAS 202 1994 TAS 203 _ h ' Product Approval ;. ra USER: Public User eetyyyy��;;yy dcemcr5lrg ��' art Product AQproval Menu > Product or ARplicatlon Search > AQplication List > Application Detail FL# FL28367 Application Type New Code Version 2017 Application Status Approved Comments Archived I Product Manufacturer Eco Window Systems Address/Phone/Email 9114 nw 106 st 0000 Medley, FL 33178 • • 000090 (305) 885-5299 Ext 227 *..a • larrieta@ecowindowsystems.com 00 • • • • •••••• • •• • •••••• Authorized Signature Javad Ahmad • • • • veronica@afceng.com • • • • 0 00 •••••• •• • ••••• Technical Representative • • • • 00 00 � � � • � � Address/Phone/Email e e . • Quality Assurance Representative • • • • e Address/Phone/Email • • • • • • • • Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/12/2026 Validated By Ammad Riaz, P.E. ** Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code F -L28367 RO COI SS - Series 450 Alum WW (LM _ CI.p f Standard Year AAMA 501 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqujObYx6FhH77XdZV4xhWi%2fJ2b9miThZJD6a%2bpRtc63Kw°/.3d%3d 1/2 8/9/2019, Flohda'Building Code Online .= ,_ Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/17/2018 10/17/2018 10/21/2018 12/11/2018 FL # Model, Number or Name Description 28367.1 Series 450 Aluminum Window Wall Large missile impact resistant aluminum window wall system. System Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL28367 RO II SS - Series 450 Alum WW (LM) - DWG 18 - 116F.pAff Impact Resistant: Yes Verified By: Javad Ahmad PE #70592 Design Pressure: +70/-75 Created by Independent Third Party: Yes Other: See drawing 18-116F for span vs load combinations Evaluation Reports and installation details. FL28367 RO AE SS - Series 450 Alum WW (LMI)-PAE 2017.12d Created by Independent Third Party: Yes 9999 Back ftlext • • 9999 9999•• 9999•• •• • 9999•• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1d'? • • • • • • 9999•• The State of Florida Is an AA/EEO employer. Qpy_r ght 2007-2013 State of Florida.:: Privacy Statement lafung atement• • ••9• • •• 90000 Under Florida law, email addresses are public records. If you do not want your e-mail address released In response topu lllc-records request, do not send electronic • mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact >i' :95. *Pu rlt toa5ectlon 45MYN11(Rx Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wIW #n WVR addressIthEyV-?e one. Th rails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, #lX16'.' • provide the Department with an email address which can be made available to the public. To determine If you are a IIceRsldUMe• Chapter 455, GS., please click _hen. • • • Product Approval Accepts: • • • • • • • • • • ® 0 ® eChec M • 000 :9.9.9 Credit Card 0:0 • Safe haps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqujObYx6FhH77XdZV4xhWia/o2fJ2b9miThZJD6a%2bpRtc63Kwa/o3d%3d 2/2 AL-FAROOQ CORPORATI=ON' CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: ECO WINDOW SYSTEMS, LLC Manufacturer Address: 8502 NW 80TH STREET, MEDLEY, FL 33166 Model Name: SERIES 450 ALUMINUM WINDOW WALL Maximum Panel Width: Maximum Frame Height: 108" Maximum Load: +70 PSF, -75 PSF (Large Missile Impact) Installation Drawings # 18-116F FL 28367 Date: 10/12/2018 0000 . . 0000 0000.. This product complies with the High Velocity Hurricane Zone (HVHZ) testing.requiremenfs..'.0 ... The above maximum parameters do not occur simultaneously!••'•' • .. ... See installation drawings for combination of span vs loads. 0000 • Comparative analysis used X Yes _ No 000009 .. .,: Mandatory Tests (Tested in accordance with AAMA 501/101/I.S.2/NAKf fAS 202) • • • • • TEST REPORT - # ; TESI SEALED BY ... DATE 0000.. Fenestration Testing 7/18/2018 FTL-9911 •• IdalmIs Ortega, P.E.e.O Air Infiltration ASTM E283 Leakage Laboratory, Inc: 0 • ASTM E331 Fenestration Testing 7/18/2018 FTL-9911 Idalmis Ortega, P.E. Water or ASTM 547 Laboratory, Inc. Penetration & TAS 202 ASTM E330 Fenestration Testing 7/18/2018 FTL-9911 Idalmis Ortega, P.E. Uniform Static Air & TAS 202 Laboratory, Inc. Pressure Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST REPORT # TEST SEALED BY DATE FBC 1626.2 Large Missile Fenestration Testing 7/18/2018 FTL-9911 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. ANSI Z97.1 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: EANygo,le�' V } ? No 70592 Javad Ahmad PE # 70592 .'. °T%.� R : ��`;� 4Oc ��'�ss/°NAI-E�;•��, Sealed 10/17/18 AI-Farooq Corporation EB # 3538 9360 Sunset Drive STE 220 1 Miami, FL 331731 T: 305.264.8100 1 F: 305.262.6918www.afceng.com I alfarooq@afceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT October 15, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 ••...• . . 0000 0000.. Ref: ECO Window Systems, LLC . . Series 450 Aluminum Window Wall — LMI • Certificate of Independence •••..� :.� .• :0000: 0000 • . 0000 . 0000.. .. •.:..' Dear Sirs, � • As the design engineer retained by ECO Window Systems, LLC on the prodart referenced .' above, I do hereby declare that I do not have and will not have any financial irlterelU"Opy •• •• • company manufacturing or distributing the above referenced product,.rngrdo;l have.or will. have any financial interest with any other entity involved in the approval process.011he product. Sincerely, P�� ,�� vND ANOE M,�� P ..., .90 N0 70592 0 , ST •F �/-Z 0. i1,"101i I i1siS'0NA' 0?U�� Sealed 10/15/18 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 I F: 305.262.6978 1 www.afceng.com I alfarooa@afceng.com 4" MAX. HEAD/SILL CORNERS 4" MAX. \ HEAD/SILL \� CORNERS JAMB ANCHORS_, t I 1 1 1 1\ I I 1 1 I 1 I , 1 1 1 I 1 IN I II II D D OPG. WIDTH II II II 6 6 x g II II II a II O II u u II r II 11 t7 II II u u II M = M W x II W x W II 0- II LJ x � O J j x to W (A //. w II J w to W rn II II II u II II it C m II 5 II II °D u II N Q o LLJ W x c W V) CJ Ld x I' I 4" MAX. HEAD/SILL CORNERS 4" MAX. \ HEAD/SILL \� CORNERS JAMB ANCHORS_, t I 1 1 1 1\ I I 1 1 I 1 I , 1 1 1 I 1 IN SERIES 450 ALUMINUM WINDOW WALL SYSTEM LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM WINDOW WALL OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 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. MANUFACTURER'S LABEL -SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. UVVr% MULLIVIII 1'MY1,f1VRJ 3 AT EACH SIDE \--MULLION ANCHORS 3 AT EACH SIDE TYPICAL ELEVATION INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 CHECK GLASS CAPACITY TABLE ON SHEET 2 FOR GLASS TYPE, GLASS DIMENSIONS (WIDTH & HEIGHT) AND PRESSURE CAPACITY. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP CHECK WINDOW WALL SYSTEM CAPACITY FOR DESIRED HEIGHT AND MULLION SPACING USING CHARTS ON SHEET 3. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET 6 DETERMINE THE MIN. & MAX. GAP DIMENSIONS. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. STEP 6 WHEN USING THIS SYSTEM WITH DOORS, THE LOWER VALUE OF THE DESIGN PRESSURE RATING FOR THE SYSTEM AND THE DOOR SHALL APPLY. A 5 1 1 1 I I I I II II II II it II II I D.L. II OPG. WIDTH II II II I SEE g II II II a II M II u u II r II 11 t7 II II u u II 'I S I E W x II W x N II 0- II W tw 6 W (A //. C/) II J N II II II II u II II II �/ II II II u II II it C II 5 II II - u II � IIj CJ Ld x I' I II W W = VI a /� U)LLI O W V) II mV) / II W II II II Q_j D.L. OPG. WIDT a ii i{n a SEE SHEET 2 u II pa OQ''I� II II 30Z U n w it iiLd 0 v� a C S II A Iia 4" MAX.L__MAX. 3"HEAD/SILL i nnor.Iroc r MULLION SPACING TYP• rr � SERIES 450 ALUMINUM WINDOW WALL SYSTEM LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM WINDOW WALL OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 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. MANUFACTURER'S LABEL -SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. UVVr% MULLIVIII 1'MY1,f1VRJ 3 AT EACH SIDE \--MULLION ANCHORS 3 AT EACH SIDE TYPICAL ELEVATION INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 CHECK GLASS CAPACITY TABLE ON SHEET 2 FOR GLASS TYPE, GLASS DIMENSIONS (WIDTH & HEIGHT) AND PRESSURE CAPACITY. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP CHECK WINDOW WALL SYSTEM CAPACITY FOR DESIRED HEIGHT AND MULLION SPACING USING CHARTS ON SHEET 3. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET 6 DETERMINE THE MIN. & MAX. GAP DIMENSIONS. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. STEP 6 WHEN USING THIS SYSTEM WITH DOORS, THE LOWER VALUE OF THE DESIGN PRESSURE RATING FOR THE SYSTEM AND THE DOOR SHALL APPLY. A 5 1 1 1 I I I \F -FT / 4" MAX. I , HEAD�SILL�, r CORNERS JAMB ANCHORS 3 AT EACH JAMB PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LARGE MISSILE IMPACT FL #28367 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.>- D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. UC W 1:0 1 � Z T ZLj Q� CNI o IL Q N 30 IL ; N X 0 t M, 0 n ui'q 0'0�M 0 0 G 0gZ� Q W n IL I^p W y _ C i� z 02 tv Q W Ot h N t:!� J " t2 J •ao LLJM u W •• Y LLI 3 rM 0� oz�u-jEDco Z} o W O N _3 U LO, Lw vWi W 00:2 ul c 0 00 • � Ot�_ � No. 7059 o_ w d 0'. TE OF �q�� drawing no. PtORID ° owe 8-1 1 6F 1i11/1"� sheet 1 of $ Sealed 10/17/18 0000•• • • • 0000•• 0000•• 0000• 0000• 0000.• I II II II II I D.L. II OPG. WIDTH SHEET 2 I SEE g u u II u M II u u II r II 11 t7 N 'I S I LJ W x II W x N II 0- II N / / W tw O it W (A //. C/) II J N II II II II u II II II �/ II II II u II II it C II 5 II II - u \F -FT / 4" MAX. I , HEAD�SILL�, r CORNERS JAMB ANCHORS 3 AT EACH JAMB PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LARGE MISSILE IMPACT FL #28367 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.>- D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. UC W 1:0 1 � Z T ZLj Q� CNI o IL Q N 30 IL ; N X 0 t M, 0 n ui'q 0'0�M 0 0 G 0gZ� Q W n IL I^p W y _ C i� z 02 tv Q W Ot h N t:!� J " t2 J •ao LLJM u W •• Y LLI 3 rM 0� oz�u-jEDco Z} o W O N _3 U LO, Lw vWi W 00:2 ul c 0 00 • � Ot�_ � No. 7059 o_ w d 0'. TE OF �q�� drawing no. PtORID ° owe 8-1 1 6F 1i11/1"� sheet 1 of $ Sealed 10/17/18 0000•• • • • 0000•• 0000•• 0000• 0000• 0000.• GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'G1L' & 'G1V D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) INT.(-) 30-3/4" 39-3/4" 42-3/4" 45-3/4" 48-3/4" 51-3/4" 54-3/4" 78-3/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 65.9 70.6 62.2 66.7 58.9 63.2 56.0 60.0 30-3/4" 33-3/4" 36-3/4" 39-3/4" 42-3/4" 45-3/4" 48-3/4" 51-3/4" 84-3/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 65.9 70.6 62.2 66.7 58.9 63.2 30-3/4" 33-3/4" 36-3/4" 39-3/4" 42-3/4" 45-3/4" 48-3/4" 90-3/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 65.9 70.6 62.2 66.7 30-3/4" 33-3/4" 36-3/4" 39-3/4" 42-3/4" 45-3/4" 96-3/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 30-3/4" 33-3/4" 36-3/4" 39-3/4" 42-3/4" 45-3/4" 102-3/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 1 75.0 0 w 3 O J Q U) 2 0 w CK O N D 3 z LJ LJ GO Z O F- CL 0_ 0_ w Z NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). 00 N N I - n l A winrJ SILICONE DOWSIL 791 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'kuroroy America, Inc.' 1/4" HEAT STREN'D GLASS a w z 0 101/07 GLASS TYPE GiL SILICONE DOWSIL 791 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 1/4" HEAT STREN'D GLASS �3/8" �4 TEMP. R SPACE GLASS o G+� \ 9 CARDINAL XL w EDGE SPACER ST. STEEL GLASS TYPE Gli VO U w ( w ca Z M Ot 00Z Q O a de� N 'oa`o a j N M faW 0( M I'd e°I �0�Mo paa< a 0NNO W Q LU to W ih - o Q WMM h - • • 1. •••N 04 • • • s •• t • • �• w • • 00w to • • c • •'0 •• O \ 0 • V) w i 0- • J p M V) H cfl .. i Z A 3 • mp pF •p} i .. i Z �� 00 1 3z o w 0 04 00 u.) LLJ -j W co :� IL-1 o J 2 5/8- SILICONE DOWSIL 791 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'kuroroy America, Inc.' 1/4" HEAT STREN'D GLASS a w z 0 101/07 GLASS TYPE GiL SILICONE DOWSIL 791 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 1/4" HEAT STREN'D GLASS �3/8" �4 TEMP. R SPACE GLASS o G+� \ 9 CARDINAL XL w EDGE SPACER ST. STEEL GLASS TYPE Gli VO U w ( w ca Z M Ot 00Z Q O a de� N 'oa`o a j N M faW 0( M I'd e°I �0�Mo paa< a 0NNO W Q LU to W ih - o Q WMM h - • • 1. •••N 04 • • • 004 •• t • • �• LO •m • • 00w to • • c • •'0 •• 00 •4 0 3• V) w i 0- • 0 d V) H cfl .. • • Z A 3 • mp pF •p} .. o Z �� 00 1 3z o w 0 04 00 u.) LLJ -j W co :� IL-1 N 1\1111111►f/,�' GLAZING OPTIONS `�� AHA, No. 705 _ o hi a e .0 y r yy = U ®� , TE OF ��\ drawing no. 18-1 16G - .FL 428367 �////I NAL1�� sheet 2 of 8 Sealed 10/17/18 0000•• • 0000•• •0000• ••••• • • 0000• 0000•• •. 0000•• • • •••0•• JAMB & MULLION LOAD CAPACITY - PSF JAMBS & MULUONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J 1' MULL 'M1' JAMB 'J2' MULL 'M2' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 36' r3 -9-"j 42" 45" 48" 51" 54" 57" 60" 84" 700 750 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 36" 39" 42" 45" 48" 51" 54" 57" 60" 90" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 74.8 70.0 75.0 36" 39" 42" 45" 48" 48-3/4" 51" 54" 96" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 74.5 70.0 75.0 70.0 70.7 70.0 75.0 69.7 69.7 70.0- 75.0 - - 70.0 75.0 - - 70.0 75.0 36" 39" 42"102" 45" 48" 51" 102" - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 36" 39" 42" 45" 48" 108" - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 i W1 I W2 W3 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) = W2 + W3 AT FRAME MULLION 2 UNSECURED JAMB 'J1' Ix IN -4 Sx IN" 3 4.155 2.02 JAMB & MULLION LOAD CAPACITY - PSF JAMBS & MULUONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J1' MULL 'Mi' JAMB '12' MULL 'M2' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) x 84" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 w 75.0 70.0 75.0 1 70.0 75.0 x 75.0 70.0 75.0 70.0 75.0 ;E 75.0 70.0 75.0 70.0 75.0 i 75.0 36" 39" 42" 45" 48" 51" 54" 57" 60" 90" w i W1 I W2 W3 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) = W2 + W3 AT FRAME MULLION 2 UNSECURED JAMB 'J1' Ix IN -4 Sx IN" 3 4.155 2.02 JAMB & MULLION LOAD CAPACITY - PSF JAMBS & MULUONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J1' MULL 'Mi' JAMB '12' MULL 'M2' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 36" 39" 42" 45" 48" 51* 54" 57" 60" 84" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 71.2 70.0 75.0 36" 39" 42" 45" 48" 51" 54" 57" 60" 90" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 73.0 70.0 75.0 69.0 69.0 70.0 75.0 65.3 65.3 70.0 75.0 62.1 62.1 70.0 75.0 36" 39" 42" 45" 48" 48-3/4" 51" 54" 96" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 73.1 70.0 75.0 68.2 68.2 70.0 75.0 63.9 63.9 70.0 75.0 62.8 62.8 70.0 -75.0 ' - - 70.0 75.0 - - 70.0 75.0 36" 39" 42" 45" 48" 51" 102" - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 36" 39" 42" 45" 48" 108" - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 72.7 MULLION 'M1' MULLION 'M3' IX IN"4 S. IN -3 IX IN -4 Sx IN 3 4.3758 2.1274 ALUMINUM 4.3758 2.1274 - STEEL • . 1.2058 .7656 MULLION TOTAL 7.4004 Ix ALUM + Ix STI X 2.9 INTERMEDIATE HORIZONTALS + 3k w x ••• OD OD •• . w •• •� vi . • U-10 • • OV) . • i ;&0 ui W • . a� w log �-w 1 INTERMEDIATE C HORIZONTALS _ W1W2 W3 Y 1 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) = W2 + W3 Al FRAME MULLION 2 f >r o w w I tL c M °° to w M m W C4 QIL a� F- 0 0 Oma M IL W m O H u. C testi cr0>M P1 0 (L 0 G ��Z0a Q zr zLLip w H O ZMa w Q w OT i 1- • • + 3k w o • • s> J •• .I ••• OD OD •• . s •• •� vi . • U-10 • • OV) . • i . •• •-J.' W • . w log �.• 2 0 m�.n J a ¢ Z 3� OD tL 3 z o N 0C-4J� Lw , U � cn W00m.,w- _ W1W2 W3 Y 1 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) = W2 + W3 Al FRAME MULLION 2 f >r o w w I tL c M °° to w M m W C4 QIL a� F- 0 0 Oma M IL W m O H u. C testi cr0>M P1 0 (L 0 G ��Z0a Q zr zLLip w H O ZMa w Q w OT i 1- • • + 3k w o • • s> J •• .I ••• OD OD •• . ~ ' •• •� vi . • U-10 • • OV) . • i . •• •-J.' W • . log �.• 2 0 m�.n J • I• �J• n ¢ Z 3� OD o 3 z o N 0C-4J� Lw , U � cn W00m.,w- \0,1111tit1��/ c No. 7059 = r D V Y ® TE OF �y® drowing no. �� <ORI®� ••°` D .... 18-116F FL #28367 �sheet 3 of g Sealed 10/17/18 DOOR MULLION LOAD CAPACITY NOMINAL DIMS. WITHOUT REINF. WITH REINF. WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 36" 3g` 42` 45' 48" 51' 54' 57' 60' 84" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 71.9 70.0 75.0 67.9 67.9 70.0 75.0 64.3 64.3 70.0 75.0 61.1 61.1 70.0 75.0 36` 39" 42" 45' 48' 51 " 54" 57' 60' 90' 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 66.5 66.5 70.0 75.0 62.6 62.6 70.0 75.0 59.1 59.1 70.0 75.0 56.0 56.0 70.0 75.0 53.2 53.2 70.0 75.0 36" 39' 42' 45' 48" 48-3/4" 51" 54" 96" 70.0 75.0 70.0 75.0 70.0 70.2 70.0 75.0 65.2 65.2 70.0 75.0 60.8 60.8 70.0 75.0 57.0 57.0 70.0 75.0 56.0 56.0 70.0 75.0 - - 70.0 75.0 - I - 70.0 75.0 36" 39' 42" 45" 48" 51' 102" - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 36" 39' 42" 45" 48" 108" - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 DOOR MULLION DOOR MULLION WITHOUT REINF. WITH REINF. IX IN -4 SX IN __ IX IN -4 Sx IN -3 3.9038 1.8241 ALUMINUM _ 13.9038 1.8241 STEEL 1.3398 3.6217 TOTAL 7.7507 Ix ALUM + 1x STL X 2.9 WIDTH (W) = W1 + W2 2 iODO R MULLION - \111111/// No. 705 c ®a ATvE OF �2g�� drawing no � �°°• %�� OR70�.•°` D�� 18-11 6F FL #28367 s/��C)jy 1� \ sheet 4 of g Sealed 10/17/18 ECO WDW. SYS. VO U w r ENTRANCE DOORS v SEE SEPARATE APPROVAL tO � h- G _Z ------------i-i - - - - - olo � LJ 0 II / II 111 \ II II; I Ij /y Z N Y.O00 ix 0 V) \ a jN v I ~ I W rl II \ II II / II cf M O a 0 0< rrf 11LZ N � Z W W ---it -----------ffFFj i m Q W 0 Lu W1 W2 WIDTH (W) = 21 + 42 ••so �.. U ••4 ... • J• • to J .• N ... VLJ F- m . m •• •j (•• N • • O LJ ••• � �• • N cD • 3 3^ •• c)•p •• Z m o 3 3 z o w Q NJ � LLJ (f) U �LJ W 00:2 FW- iODO R MULLION - \111111/// No. 705 c ®a ATvE OF �2g�� drawing no � �°°• %�� OR70�.•°` D�� 18-11 6F FL #28367 s/��C)jy 1� \ sheet 4 of g Sealed 10/17/18 F C V L E TVDIr AI AAIrUnDC TYPICAL ANCHORS SEE ELEV. 1 av FOR SPACING W x 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE 0 0 3 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4- DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1Z4- DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) # 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (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.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Vm = 2000 PSI MIN. .�G EDGE DIST. W METAL STRUCTURES 1/8" THK. V d N TYPICAL ANCHORS SEE ELEV. FOR SPACING r-------------------, Ir------------------, 11 1� F.B.C. 11 11 APPR'D MULLION II 11 SEE SEPARATE APPROVAL 11 II 11 LL--------a--------'� TYPICAL ANCHORS SEE ELEV. FOR SPACING V0U w I cD 0 M co 2 W N it Q IL C N 000 am SOF w 0 syn QTq M M 0 8 0 O d' W ZJ N Q � W W y _ C X02 m Q Wm IW- • •• if J •• • •i • o • !� t/j • • ,. •• • • J� LLJ ••• (n ' 4 �• (n F-(• ua (D • •3 Z• • -4 ;;Im • • p ff) Q Z 3 °0 0 N O CV J v Lw � LLI U) U � W 00 m 111111//�� Or No. 705 —21 _ b• U Y 10 ®® TE OF drawing no. - FL #28367 s!'��i�OYAL`� sheet 5 of $ Sealed 10/17/18 W O W 0 W TYPICAL ANCHORS SEE ELEV. FOR SPACINd 2BY WOOD BUCK` OR WOOD STRUCTURE 1/4- MAX. SHIM o. MIN & MAX. GAP SEE CHART BELOW OSECURED JAMB OUNSECURED JAMB D.L. OPG. SILICONE DOWSIL 790 DEPTH = 1/4" MIN. FRAME WIDTH O MULLION REINFORCING E AS READ. SEE SHEET 3 FOR CAPACITY EXTERIOR D.L. OPG. D.L. OPG. MAX. FRAME GAP HEIGHT MIN. MAX. 96" 5/16" 3/4" 120" 3/8" 3/4" NOTE: MAX. MOVEMENT CONSIDERED=100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI -117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF -RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. WIDTH VTYPICAL ANCHORS ° - SEE ELEV. g. • FOR SPACING ° e 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. MULLION REINFORCING AS READ. 3EE SHEET 4 'OR CAPACITY I ----------------------- .C. APPROVED ZGE MISSILE IMPACT RESISTANT DOOR I I I f L I ---------w]- — ----- --J fI iL—JI I ---------- EXTERIOR I SEE SEPARATE APPROVAL FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS APPROVAL OR WINDOW WALL SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. TYPICAL ANCHORS 1/4- MAX. SEE ELEV. j� FOR SPACING SHIM (� o U W I tO 00 "� 00 �Z M ...... --- ZM W W a, .._... N O001— In J�••�•co N WIL _ ..... E X t3 LL ....:. • .... ao . . • LU rf N •a •0) t7 C a tY 8 a.•• SHIM ••• --j paca.� •..•• --j••� wA. 1BY 1400 WOOD BUCK e 1 Z (nCti p LL m 2 v W •• • • n 4 z � W Q► � F Q J •••••• • • ^ • N •.••O • •..•. • •� U vo, • J�••�•co ....:. • .... ao . . • 1/4" MAX. a: N •a •0) • • a.•• SHIM ••• --j Me LI!• •..•• --j••� . • •, ° o • W •• • 3 •• •••••• • c� •••• (!) 1—cD • 9 n W • • N to • V— • •a, 3s"a4n •••••• • *51e) 04 • — • • •J p.ao ... 1 Z' JETAL a 3 Z STRUCTURE + • TYPICAL ANCHORSL�Lcvi-,,) O p SEE ELEV. U 0 W a FOR SPACING Lt1m LJ 1 B WOOD BUCK °a c 0 N c 0 ��►11111//j� Yui �-` drawing no. 0�<®Rlo��o�e 8-1 1 6F - FL #28367 \`� sheet 6 of $ Sealed 10/17/18 No. 705 co PI® del p� o n ~ v v Y ATE OF ®o ��. ►Z -r. l[-Z6MVIM WIMP" FRAME BOTTOM CORNER 8 i HORIZONTAL CORNER N �— _ • �� 'moi O jN p No. 705 is i� Xe O 0 V drawing no. i� ACORION,. ' p�e FL #28367 ////1INAL (sheet g of g Sealed 10/17/18 O U LU I w co Z M� z Qi xm o V) O W NIN IL N t Ot:M vo�� 0'Om�"' o 0 IL Ixy13 y0 " to m zN Q W LL W y O 902 ft 8 . 004 j z of — ly W 01 rt 1- • (3 U •• i J •• •l / ••• ¢ J ••• • to ro • •••••• LJ ' •• J L Wsea • •• ••.•• ..:..o • • •• 3 V, } •• •••••• ••• p N • •• • Obi i� • _ • ¢ Z• 0 " 3' '0° 3Z o W 000 womV) L�,-j N �— _ • �� 'moi O jN p No. 705 is i� Xe O 0 V drawing no. i� ACORION,. ' p�e FL #28367 ////1INAL (sheet g of g Sealed 10/17/18 COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590- F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy ECO Windows Systems, LLC 9114 N. W. 106' 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right V I-ef9ke this acceptance, if it is determined by Miami -Dade County Product Control Section that this Wpdugt or male i'll fails 1b • • • • meet the requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Rlosi2a.Building ode, ""' • including the High Velocity Hurricane Zone. • •.. . • 0 ...... DESCRIPTION: Series 600 Aluminum Outswiner Doors-L.M.I. • • • .... ...... APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Outs�iti Entraice Iloor (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, date&Q2/13/12 and last revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade 4ounty.Prodjuct Control Renewal stamp with the Notice of Acceptance number and expiration date by th$ AMpi-Dade Uoufity Product Control Section. " • • .. • . PUSSII.E IMPACT RATING: Large and Small Missile Impact Resistant I " 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMWADE 0UNTY 1-14 Mall NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 Page 1 ECO Windows Systems, LLC k , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED e ` 1. Evidence submitted under previous approvals ., A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0000 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 • 0000 • along with marked -up drawings and installation diagram of an aluminum OutSwirlg French cloor, • • • • prepared by Hurricane Engineering &Testing, Inc., Test Report No. 000069 000000 0000% • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI 11-4027dated 03/16-:...,.: • 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 0000 .. 0 • Note: The above referenced test reports have been revised by an addendurn4etterdatedlnn 29, 2001 00 0 0 00 .. issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafadl E? Droz-$e&4 1). E. 0 0 0 0 0 0 C. CALCULATIONS :00:0: 00 1. Anchor verification calculations and structural analysis, complying witk FBC 201 j5t% bditiodJ,' •' • prepared by Al Farooq Corporation, dated June 02, 2015, signed and sewed ly Javad Ahmad, • 2.. Glazing complies w/ ASTMS=1300-02, -04 & -09. ~ • • •. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Ishaq L Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file #17-1102.18) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). • E. MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. {Former E.1 I0n'bnt DE Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interldy'"16, expiring.on 07/w/n.: 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Coni�!dV (M4) for their :' • • •, "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. • • • • • • • • .. F. STATEMENTS 09 ...... 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 05TA116on (2017) & of no .' financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & Sealed by Jaiad %hma&,,PA.- G. OTHER • • .. • • • • 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. ' ' ` • • • • • 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file # 18-0319.13) 1. Statement letter of conformance to 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 renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 l 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 WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 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 tuj = SILICONE Z M DOWSIL 899 N 26 �s O 14 I 8 Li r ' I GLASS TYPE 'G1' a. !C Z m N io 0 c� rn 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' F-3/16" HEAT STREN'D. GLASS SILICONE DOWSIL 899 I ! I! \ I � 0: I GLASS TYPE 'G2' 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 SILICOF DOWSII 899 L DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. RS ARE :NOT REQUIRED. SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 0000• • 0000• 0000 • 0000 38 CMPWMWith tie Rod" • • offming Code atehloalt., tt t` CARDINAL XL EDGE SPACER n r ST. STEEL i 35 � SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS PRODUC f REVISM ao eMplylat with tit "WWI isuidins Cade Aoceptauce No 1�e 3 1q./ 3 E1pfcNiM Wtc MA/L20� ?�I'f 1113 �llti(� Pt!vifaot C�ra� � \111111111/// / �� •.'° v10ENS ° /. 70 592 ��f 1 201$° �= E OF 101;Ad . w� 1 lu O U ` W /�� 000 0 I N Z M n j `O 1- r M i0 Q W � I Q d a_ ILM ONk� OV wN O �yh v c' ui a p'C'-M o p C U) U) �o axzjN W LL. Z pl - o J ZMg w Q W Mf H .. •• • N �• • • • OO) N 4 O —, • l NOD O M • L • co U •• O Lu } LLJ W CD 00��• •••i"•� • S = M 03CN • Z 3 LL. ro a 0 3zLo to J Ooo.. M W N U tw W00 M F m o� 0 N i 1 NO M FQ O y Q N 9 V drawing no. W12-08 sheet 1 of 9 • • • 0000• • 0000• • 0000 0000 0000• • • • 0000• • 0000• SURFACE APPLIED ALSE MUNTINS OR DECORATIVE GRILL MAY BE USED ACTIVE ON LOCK OP 39 3/4" MAX. II i 76" MAX. FRAME WIDTH #1 OR If 37 3/16" MAX. FRAME WIDTH FRAME WIDTH II / SHOWN) v HEAD & SILL ANCHORS SEE SHE 7.1 ---ti-/--- FOR DES AT STILE ENDS CD x / II 12" Lu co x M (4) AT 3" O.C. 12" 12" 5" MAX. MAX. /� gj�D MAX. 5" MAX CORNERS A ��--�� SIILA� i i I i I i I I I 5" MAX. HEAD/SILL CORNERS MAX. D F FEILL I I I EAD/SILL ;ORNERS SURFACE APPLIED ALSE MUNTINS OR DECORATIVE GRILL MAY BE USED ACTIVE ON LOCK OP IONS II i rn mw w a #1 OR If II / II EXT.(+) INT.(— II / SHOWN) v II SEE SHE 7.1 ---ti-/--- FOR DES II E / I I CD x / II OD Lu co x M II UJ !O rn x LL AO 6 ro o J iii II II / � ----L----- N \-- T1 ----- II \ II \ II II \ II I --- I II \ Y'T II B„ \ SURFACE APPLIED ALSE MUNTINS OR DECORATIVE GRILL MAY BE USED ACTIVE ON LOCK OP IONS mz rn mw w a #1 OR If FRAME HEIGHT EXT.(+) INT.(— (OPTION SHOWN) v 37" MAX. SEE SHE 7.1 -- 1-j- 11 FOR DES RIPTION CD x / II OD Lu co x M 0 10 r, UJ !O rn x LL AO 6 ro J m � II N \ II 26 15/16" DOOR DIMS. mz rn mw w a LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(— D.L. OPG. `O v 37" MAX. 75.0 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 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED all INACTIVE llll 26 15/16" D.L. OPG. LOCK OPTIONS #1 OR #2 \ -(OPTION 2 SITYWI SEE SHEET 7.1 FOR DESCRIPTION ACTIVE 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY — PSF DOUBLE (XX) DOOR DIMS. II / FRAME WIDTH LEAF WIDTH II / II EXT.(+) INT.(—) u / 37" 98" u tv -- 1-j- 11 / II / II II 0 a0 II \ II \ II II \ II II I II \ II \ Y'T II II \ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED all INACTIVE llll 26 15/16" D.L. OPG. LOCK OPTIONS #1 OR #2 \ -(OPTION 2 SITYWI SEE SHEET 7.1 FOR DESCRIPTION ACTIVE 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY — PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(—) 76" 37" 98" 70.0 75.0 GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT — 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. M w N Go � 00 rn o Li N H II II 41. 11 II II II II II u II II - / rn Mir SURFACE APPLIED Zw FALSE MUNTINS OR 32 3/4" is v0 DECORATIVE GRILL D.L. OPG. MAY BE USED Mt BUCT •Ae complyingwf&'�61 B4ccepteptcg Code LA —1 z?d ! t (0 ) anee No ExpirRtionf?Ate�? STAND ALONE SINGLE SIDELITE lIy 1 , ��.� .��•— SEE SHEET 3 FOR CAPACITY ivtiaaii ITgrlr rndect NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 100DUC r REVIwa in taetplying with the FloriAk bvwAget •13 Aoceptance N,—q: 6 ;��ftyl#tlon @xte� l`I � c V� U w M 0 I N Z M 3 0 ZF c W I 0 W tA1 O � ct 0 VHh p� o'- M 0 0 a0c A �yJ0 N W j {� awto _- o zm2 Q W M FW- ..� ••• J.• • 1 J •••. • O in O OD ••.• o • • W • •0 • ro .. .. W Vl • w W .I Q z' oZ} o <c N J M to An 00 v x � '�' U +n w Mz w W D0: io o 0 0I0I� o N O O O ��•' �C�NSF' �®i i - o n o�r70592 5:x` X018: ' e ®'. S TE drawing no. i�� e RB®i.•°°�o�e W12-08 ®it/jpjjee� sheet 2 of g DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) SINGLE SIDELITE WIDTH SIDELITE WIDTH 76" MAX. (DOUBLE) T DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 148" MAX. 5" MAX. HEAD/SILL CORNERS DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 57.8 63.3 57.8 70.0 70.0 75.0 75.0 53.1 1 53.1 70.0 75.0 52.4 1 52.4 70.0 i 75.0 REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) SINGLE SIDELITE WIDTH SIDELITE WIDTH 76" MAX. (DOUBLE) T DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 148" MAX. 5" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OR _/ DECORATIVE GRILL MAY BE USED NOTE: t� 0 U w ao 0 I N Z M m j 0 m a Q a a a 0: �4 0 oo�•M o d N x Im U0 F' LL 0 VNrZ v puirl OF o'- M o X 0 oa A 0 Nye O W m W N Z N - o 02 ZMg w we = •••• N ea ' • J•••••in ' O aD • • O • ao • •• • ' ' � •o • •• •• 0 •• •• W (Zl i•C-D' • • z in ('0(0 ' N • r- O� • •''�' N •��• o n 0 r) �n a; m 3 L0 <mmw w 32 3/4" 26 15/16" 26 15/16" < D.L. OPG. D.L. OPG. D.L. OPG. tO o) 37" PRODUC7 REN 00 o W 03m H N ' I I LEAF WIDTH "S complying with the pla>t'li� w L) Z Briding Gude 39 3/4" MAX. (SINGLE) Acceptance No �'f3^ l2?O II m II I I SIDELITE FRAME WIDTH Ex )r»Hon thiie 76" MAX. (DOUBLE) p c u - MAX. 0 $ F SEE CHART AT LEFT DOOR FRAME WIDTH u ---JL---- u ___ II it a w a v y 0l Z a N O II I I I I I \ ii _N li E h n Oal ill to o� tD N o .D N 0 O a) 0 � In M 2 II II I I \ ��' 0D 0 \ �/ ILL OD � It' c II �/ I I to �/ to O --Il-----uj -----IT----- ----JJ----- I I a0 J \--------- II / LLJ II \ II K OPO S I ILO #1 OR/#2 I II I I\ II I I (0 TJZN 1 S 100 q) II II \ I I I I SE SHEET ll II II \ I I P F DESCRI 10 I I I \I I I ��- INACTIVE ACTIVE SURFACE APPLIED FALSE MUNTINS OR _/ DECORATIVE GRILL MAY BE USED NOTE: t� 0 U w ao 0 I N Z M m j 0 m a Q a a a 0: �4 0 oo�•M o d N x Im U0 F' LL 0 VNrZ v puirl OF o'- M o X 0 oa A 0 Nye O W m W N Z N - o 02 ZMg w we = •••• N ea ' • J•••••in ' O aD • • O • ao • •• • ' ' � •o • •• •• 0 •• •• W (Zl i•C-D' • • z in ('0(0 ' N • r- O� • •''�' N •��• o n 0 r) �n a; m 3 L0 <mmw w 32 3/4" 26 15/16" 26 15/16" < D.L. OPG. D.L. OPG. D.L. OPG. tO o) 37" PRODUC7 REN 00 o W 03m H N LEAF WIDTH "S complying with the pla>t'li� w L) Z Briding Gude 39 3/4" MAX. (SINGLE) Acceptance No �'f3^ l2?O g o m W m w _ m SIDELITE FRAME WIDTH Ex )r»Hon thiie 76" MAX. (DOUBLE) p c u - MAX. 0 $ F SEE CHART AT LEFT DOOR FRAME WIDTH Da� C XX ndiami de Frodact v a , a it a w a v y 0l Z a a O MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 ryj _N N h n Oal ill to o� tD N o .D N 0 O a) 0 � In M GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 pRODUC f REVISED _ as co -0}•&g with the Florid buiding Code Aoceptance No \ $- a 3 •% '3 Espimdm Date +K� ct CJ��IS�®',j II j I N i NO \ F 70592 L- [-OJ U OIF�yQ drawing no. `pWl 2-08 sheet 3 of 9 I 9/16" MIN, THROW BOLT PENETRATION 1/2" MIN. THROW BOLT PENETRATION EO J 0 EDGE DIST. e e o D d �I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I J o_ v 9 o a. v Q' EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING s s a GLAZING OPTIONS SEE SHEET 1 o r d o D a TYPICAL ANCHORS SEE _ ELEVATIONS FOR SPACING PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. �t a= ° a w a TYPICAL ANCHORS N SEE ELEVATIONS FOR SPACING cr O m Li 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE w � � a O N W Y TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS BUST SUSTAIN LOADS IMPOSED; BY GLAZING SYSTEM AND TRANSFER -HEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/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 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANT INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. M ETAL EDGE DIST. F STRUCTURE FMI 0OWN ANCHORS EVATIONS FOR SPACING w 0 it F X W MIAMI—DADE COUNTY APPROVED I I I CLIPPED MULLION I !SEE SEPARATE N A II II II II II IL----------------�I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ® O 00 00w 0 I N Z M tco - � O Z ko � H co 49 z w Sol a Q N I IL ,� m 0 W el ` lO+vf O Cq G� 0 voWrl ao>m O 0 0&- D G .°a 0 HNA Q � z'j N W LL t0 �Zrn -o _ m 0 Q j Q W Off • • • — •••• N .. 0 .. 0 o U ru • •,n ... ••.. cl: o J .. m 000 0 0 °° • ••• W Z • •�[) •• 0 •• ... W v Li •••• �to a z ••4•N w rn • • • • C- t7 ,n Q C)• • m D °p • � •3� 00 iiamf adc+t�rodie�r Z o � 0 3 z to �a w a D NJ MM Ui 00 Lv oo m F N A%onUCT lRSgt$m altomic f REVIV ft noemk zU Z U ru _'16 complying 1Y}i�t t 8a C'mPI)iRs Wit4 Ridding Code �eidina pct 13 M m LL a w m w Acceptance No��—'(2 Z • �� Acceptance N der` 1� Expiration Date'J��'i` E 2 a o o w By 15D�►--� �- Cs� ` iiamf adc+t�rodie�r � �i a D �a w a D o Z C tG N N O1 Y DOOR DETAILS CE o.70592 - /MA 1018 v N Y . t i ®O TE OF drawing no. Wl IL I%% I sheet 4 of 9 1/4- MAX. O SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. SHIM . TYPICAL ANCHORS SEE ELEV ° FOR SPACING N o a w 0 a s ACTIVE LEAF INACTIVE LEAF 17A1 CONCEALED FLUSH BOLTSO 1/4" MAX. LEVERS AT STILE FACE SHIM EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS O LEVERS AT INSIDE FACE OFSTILE 1 B WOOD BUCK a[ V vR a .N TYPICAL ANCHORS 9 SEE ELEV. FOR SPACING v. LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE D.L.O. U _I D.L.O. LOCK OPTION #2 P LEAF WIDTH EXTERIOR LEAF WIDTi 76" MAX. DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY-\ 4 POINT LOCK ASSEMBLY INACTIVE LEAF ACTIVE LEAF ®L IN M • NO•► VO U w 00 0 I N Z m j 0z •>, M N Z W Q Q � � N a O W N 1 O O y h Q' =0 m o paco.°i G yy� Q �Z j N WDa W y - o 302 Q Z k • •••• N •••••• 1/4" MAX. •••• V •• • rn • SHIM •••� � J •• • � •••••• 2BY WOOD B K•:• � •• n ••�••• OR .••• • ••••• WOOD ST R TURE ACTIVE LEAF EE NOTE HEET•1 - w w • • • • • • • • •••• p • • z N F- to •• y 60) a) •••••• • • So �• O -M 04 )n •••••• a Z* 0 w o ZLj o U J M o moo., 7-1t I w ED W 00 m k' TYPICAL ANCHORS SEE ELEV. RENVW4 Ln jo ��\ ��'• CENSF'• ;® �i n N o I %0 o to ~ 70592 _ \ t Y ai a AR 2Q18 Y ® T OF �e drawing no. ® a - OR W12-08 DOOR DETAILS��a ®eIi"Y., \►11� sheet 5 of 9 FOR SPACING z � py U Ute.., al .= !18 ini^Jr With'.r �s a w it O Btlt ing Code 4 anceNu i220• � v w °. a W a- w a a ' ration Dete�� , � c�i o i', m a a m Z � > �RODUC l' REVISf� "vi N � � es oo�ph'ieg with the M�o,ida o � N o 0 0 i�ulding t:ede N v o 0 0 � o Aoceptaece No Lt+pirltba Date ZQ �{ c a m v o w It TYPICAL ANCHORS 0 RS FOR SPACING 1/4- MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 IN 1/4" MAX. O SHIM, . r i a. o TYPICAL ANCHORS w SEE ELEV. FOR SPACING C EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. SIDELITE EXTERIOR 1/4" MAX. SHIM Ee I i I I I I I I � I 1 B WOOD BUCK D a TYPICAL ANCHORS ° SEE ELEV. FOR SPACING � W REINFORCING AS REOD. SEE SHEET 3 LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH D.L.O. V° U W 0 I N - m 0 n F;Z�m a w I N 0 DOO �m WN �o� U. 0 M Om 'f>or� 8 0 Nwr Q w Un U. tv Ip LL 2 H M .IZmgw .0000 w • •••• � � = N •• g s• • J • fto • J N ••••4 k C)00 • ••• U '•• O •••• w ` • " • 1V2� 1—m• • • �? LLJ •••• Z �to • • • • N tQ • `�'�q'2 • • ^ +ff N ••V O �0 0 I D IV an Z 3 u� 0000 3z to (0 M J 00 NLLJ W 00m KJ MAX. UNIT FRAME WIDTH \\\ it/IsR// OmWYt R tRV ri PRODUCf REVI$6�i ��`\��® ae complying with fhe F'foA& .•°° \,\GE�VSF'°° ® °: Belding Code � i Acceptance No �`�^12Z0� l l hrdding Godo 7052 trPiration Date �[� A•ceptanco No Q3� • ` � E►l:icataoa Qrale 1 '� I t � s A2018 t3y iNiami Dale C p�� (�q` MPF : ARMr CoxlPel T E OF SIDELITE DETAILS ' /®�i01i1111\\ ITEM # 1 2 3 4 4A 5 6 7 7A 8 9 10 11 12 13 13A 14 14A 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 33 34 35 PART # E601 E602 E603 E604 E626 E605 E606 E607 E625 E608 E609 E610 E611 E612 E613 E613 E614 E109 E615 E616 E613 FD -107 FB1202 FBR914SS #12 SMS #12:X_3/4". W11323 E20618 -KN -3020 E206 E622 _ DL01RC DLO WB #10 X 3/4" REQD. DESCRIPTION - DOOR FRAME HEAD/SILL - FRAME COVER - DOOR FRAME JAMB - SIDELITE TOP & BOTTOM FRAME - SIDELITE 9" BOTTOM FRAME - SIDELITE FRAME JAMB - SIDELITE SLIP ON JAMB - LEAF TOP & BOTTOM RAIL - LEAF 9" BOTTOM RAIL - LEAF W'STRIP ADAPTER - LEAF HINGE STILE - LEAF LOCK STILE - LEAF ASTRAGAL STILE - LEAF ALIGNMENT BRACKET - LEAF CLAMP - HINGE BACK-UP PLATE - GLAZING BEAD (5/16" LAM. GLASS) - GLAZING BEAD (7/16" LAM. GLASS) - GLAZING BEAD (INSUL. GLASS) - SNAP COVER - BOLT SUPPORT AS REQD. SIDELITE MULLION REINFORCING 3/ LEAF BUTT HINGES - FLUSH BOLT LEVER - CONCEALED FLUSH BOLT ROD AS REQD. FRAME ASSEMBLY SCREWS - HINGE INSTALLATION FASTENERS - 3/8" DIA. THREADED ROD - PILE W'STRIPPING - BULB W'STRIPPING - GLAZING BEAD BULB - GLASS SPACER - FLUSH BOLT CUP - BLACK BOLT SUPPORT BLOCK - WHITE BOLT SUPPORT BLOCK 2/ ADAPTER FH SELF DRILLING SCREWS 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG MATERIAL MANF./SUPPLIER/REMARKS 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 - 6063-T6 4-1/4" LONG 6063-T6 12" LONG 6063-T6 - 6063-T6 - 6063-T6 - • • 6063-T6 - • • 6063-T6 NOT SHOWN •�• 6063-T6 - " ALUMINUM SULLIVAN & ASSOC. • - SULLIVAN & ASSOC. ST STEEL SULLIVAN & ASSOC. • - FH SMS • STEEL - WOOL ULTRAFAB SANTOPRENE EPDM SANTOPRENE ULTRAFAB SILICONE FRANK LOWE RUBBER CO. NYLON - 'OLYEfHYLENE INTERLOCK IOLYEfHYLENE ACME PLASTIC EPDM AT 6" FROM EACH END, DUROMETER 80±5 EPDM AT 6" FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. �l o U w 00 0 I N —. co Hr 0 F, Z "' m a W N IL 6 O 0 W N ! oW 0 Cyt- ci O W 'MI �M 0 0M 0 .°� 0 N O N W M U. Q W 0--o J z01 j Q W0 R • • • • N pcj�*0 000 J • • • b • to 0 V)uj • w � � • IL CD 0) Cr J W) 00 3++..°0 3� o `cN J W O CD 0W NWaomuj 120 w U W U U < O n y O U O D N N W or it o w w w a QQ QQ U t'i aa o 'r =) z mcauc7` ,� DRODUC r IREVLm "n is. comWng with the 1Pf as campiyi8ag with tit mdit `a`��i ��,' ' ° GEIVS�r °'•. n o RuIl ling Code Acceptance No If( Z ZQ • 1 Itetding C•do Aaceptance No % 70 3 • 13 ! N a Expiration Date=- � Eip[radeo Dote_702t5 d 41 _— 7 592 sy s<�iami Dwte QJ!{t`�3t' liml[it �►'ainct Cea1s►ol T E ®F �g�� drawing no. _ >, �c0 10t;.• �,. W12-08 OIIIL►1�\\� sheet 7 of 9 LOCKS: OPTION #1: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM HINGES: I I I / / I I / I 0000 O • / I I / .. • . 4 P U) I 0.0 =� U LO C 0 `0 0 • . •0000• • I w • 0 � I I I •�- •• ~ e ••.• � w (now •� • • 0*Soo \ I }•�(to \ I I Z \ I •••• \ I I I • ACTIVE HINGES: 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 #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 LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS I I I / \ �•••••co 0000 O • .. • . 4 P U) 0.0 =� U LO C 0 `0 0 • . •0000• • 0Z w • 0 • 0 000 •�- •• ~ e ••.• � w (now •� • • 0*Soo \ }•�(to •• • Z N •0.000 •••• (ncQ • ACTIVE 0 .._. p Qip�. do •00 1 •••••� • • •• ••� -0�• �n • • 0000•• Q �°•�•200 0 0 03zr� • /i O W 0 _ N WWM 00 m F I I I I INACTIVE ACTIVE 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 #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 LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS PRODUCT REN j► Is complying with "Oft guiding Code Accepts nee No I'a- Q• �![ Expiration Dote By Mimi Dade U, 0 U 4ft Do w 0 I N 0 z Of ya cy W I �Q N d ii 0 0 0 0 a a " IL 0 rl aMIX o 0 IL c 0 A ONyrr: Q m z -j LL, o L16 z_ M J�0<j Q W Off IW - Ij I I / \ �•••••co 0000 O • .. • . 4 P U) 0.0 =� U LO C 0 `0 0 • . •0000• • 0Z w • 0 • 0 000 •�- •• ~ e ••.• � w (now •� • • 0*Soo \ }•�(to •• • Z N •0.000 •••• (ncQ • ACTIVE 0 .._. PRODUCT REN j► Is complying with "Oft guiding Code Accepts nee No I'a- Q• �![ Expiration Dote By Mimi Dade U, 0 U 4ft Do w 0 I N 0 z Of ya cy W I �Q N d ii 0 0 0 0 a a " IL 0 rl aMIX o 0 IL c 0 A ONyrr: Q m z -j LL, o L16 z_ M J�0<j Q W Off IW - Ij I / \ �•••••co 0000 O • .. • . 4 P U) 0.0 =� U LO C 0 `0 0 • . •0000• • 0Z w • 0 • 0 000 •�- •• ~ •0000 ••.• � w (now •� • • 0*Soo }•�(to •• • Z N •0.000 •••• (ncQ • • 0 .._. p Qip�. do •00 1 •••••� • • •• ••� -0�• �n • • 0000•• Q �°•�•200 0 0 03zr� • /i O W 0 _ N WWM 00 m F Av INACTIVE 1 ACTIVE PRODUCT REN j► Is complying with "Oft guiding Code Accepts nee No I'a- Q• �![ Expiration Dote By Mimi Dade U, 0 U 4ft Do w 0 I N 0 z Of ya cy W I �Q N d ii 0 0 0 0 a a " IL 0 rl aMIX o 0 IL c 0 A ONyrr: Q m z -j LL, o L16 z_ M J�0<j Q W Off IW - *RODVCCREYMM is casplyiag with the FiGA& (funding Gado AcceptanceNo ^b3 . ( y 949mdw nate t� •_*►. t . ( 1^au ENS ° A "5922018. ,® T OF �q ORINAL ®®/BI►1e11%0\ (sheet 7.l Of 9 J V• m �•••••co 0000 O • .. • . 4 P U) 0.0 =� U LO C 0 `0 0 • . •0000• • 0Z w • 0 • 0 000 •�- •• ~ •0000 ••.• � w (now •� • • 0*Soo }•�(to •• • Z N •0.000 •••• (ncQ • • 0 .._. p Qip�. do •00 1 •••••� • • •• ••� -0�• �n • • 0000•• Q �°•�•200 0 0 03zr� O W 0 _ N WWM 00 m F *RODVCCREYMM is casplyiag with the FiGA& (funding Gado AcceptanceNo ^b3 . ( y 949mdw nate t� •_*►. t . ( 1^au ENS ° A "5922018. ,® T OF �q ORINAL ®®/BI►1e11%0\ (sheet 7.l Of 9 J •) t 4. 4.000 078 1.625 fes- 2.062 DOOR FRAME HEAD/SILL O_ SIDELITE TOP & BOTTOM FRAME F.078 _1.329 1.812- FRAME .812-moFRAME COVER -1 .-687 .0510 1.1T97 .1541 SNAP COVER 1.500 .625 4.000 078 2.097 DOOR FRAME JAMB 19 1.750 .078 4.031 4.750 I- 1.507 ---i LEAF TOP/BOTTOM RAIL 4.719 r .078 Y 1.750 1.507 4.000- LEAF .000-LEAF HINGE STILE 5.344 4.000 7,.7,5o 2.081 1.50j7 .078 J LEAF LOCK STILE 5.344 r-.078 1 5071 Y 1.750 II 2. i 81 I� --- S4.000 ---=i 11 LEAF ASTRAGAL STILE r 1.5007 71s .078 4.000 1.507 n SIDELITE FRAME JAMB A 1 .519 .803 .045 __:�! 1.047 f�- 14 GLAZING BEAD 5/16" GLASS 7 394 .803I .050 =1 1.047 14A GLAZING BEAD 7/16" GLASS .078 8.250 9" BOTTOM RAIL SIDELITE 9" BOTTOM FRAME 1 r- 130 803 - I .045 1.172 f� 1s GLAZING BEAD INSUL. GLASS 1.500 x.312 -7 762 LEAF W'STRIP ADAPTER .094 312 .442 1.584 12 LEAF ALIGNMENT BRACKET 375 1.5L47.125 _L__T 13 LEAF CLAMP 9.000 L. HINGE BACK-UP PLATE >54. �j.750r_� 281 I 125 3.781 18 719 SIDELITE MULLION REINFORCING SIDELITE SLIP ON JAMB &ROD(1C t REYOM Is twatplyiag with the flaAk boding Gado hecepbwe Na = . 13 >Fipit'vt� Gate Q {� W 0 0 I N Z �r 3 0 z H"cq a W � I el n. a 0 0 O IN OV N 0 �Nh p�orrM o O a0Q A 0 yymg 0 to W :) LL. U. W N C Q W M F W I� � I U I ru w w w w w _ = x W = �1111l11e�� \ \ o n 70592 m a SARI 2 °. %A 0F'� '°�9drawing no. Wl 2-08 's comp6ittg with j6jhjw c Vl N fn O N guiding Code O W W W o W 4cceptance No a a a a Expiration Date v x v rn c=i a c=i Y. �Jk ,• �w to o X. 0 z o z a o � z A is®i Dadelt'rgtisEt Uj C c mO D 1D N N N Q i O O O .- �1111l11e�� \ \ o n 70592 m a SARI 2 °. %A 0F'� '°�9drawing no. Wl 2-08 LEAF CORNER 22 Vo 22 v w 01)0 I N Z M n j T / X M N Q SIDELITE FRAME CORNER •SIDELITE MULLION- SLIP ON JAMB CORNER N W W V �j U V1 00 n N aK N U p N O +1 ~ W N ~ •AODOC r REEVIM4,aLLJof u us complying with ftflodk c W W o binding Coda v u v a 5 X Aaceptasce No.1t:215, 13 z i E►ptrative ctrte�,g,_Ze [� PRODUCE RE" d � c as com*Ing with the II&N& WAV RA* P uct Cee" c y � t !? zi Bolding Code O O " N N O : N O O O Acceptance No t$ 2� « to 00 o Expiration Dtate2e2`� C < w By, Is [. Am v of O M Q .70592 ;; 2' X2018_ SY, E OF ° .��` drawing no. �Se a - %�� e®�..�o�o W12-08 iQWko�� \ sheet 9 of g • 00••0• D•••• 00.00 0000•• •6.060 0000.. IL a a O: 00�L' o / IL j N x Lu •] C H LL m 0 • 0000• • � 0 �tnN ti 2 0 • N 00000 Z W • M 0000• a&>M 0 o.co S Mm-•I�'_•• 0 NHem I 0.00• Q W3 LL.iR (�.� � i� • 00 •• LL, y_.o ? O l m • ••- p) 3 +� 0000. 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S C> po . ao .. .., ► L0 • _ L- °c° • • c)' w co o • 0 W v OLr) � J N LLJY66 m F_ N W W V �j U V1 00 n N aK N U p N O +1 ~ W N ~ •AODOC r REEVIM4,aLLJof u us complying with ftflodk c W W o binding Coda v u v a 5 X Aaceptasce No.1t:215, 13 z i E►ptrative ctrte�,g,_Ze [� PRODUCE RE" d � c as com*Ing with the II&N& WAV RA* P uct Cee" c y � t !? zi Bolding Code O O " N N O : N O O O Acceptance No t$ 2� « to 00 o Expiration Dtate2e2`� C < w By, Is [. Am v of O M Q .70592 ;; 2' X2018_ SY, E OF ° .��` drawing no. �Se a - %�� e®�..�o�o W12-08 iQWko�� \ sheet 9 of g • 00••0• D•••• 00.00 0000•• •6.060 0000.. M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. LESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Count;, Pv.) uct Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. IAUSSILE IMPACT RATING: Large and Small Missile Imaact 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 renews NOA# 17-1102.23 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY NOA No. 18-1220.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 I Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED,, 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA #14-0317. 01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 - 4) Forced Entry Test, per FBC-241.1 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel P/dr—e4 P.E. Product ControEx iner NOA No. 18-1220.07 Expiration Date: May 27, 2024 Approval Date: January24, 2019 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 Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum - _ horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc.,, -Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-031 Z.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) Manue Per .E. Product Control am' er NOA No. 1 0.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. - - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 07/08/15, complying with FBC 61h 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 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 6' Edition (2017), and of no financial interest, dated October 12, 2017, prepared by Al- Farooq Corporation; signed and sealed -by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. Manuel Per P. . Product Control E aurin r NOA No. 18- 07 Expiration Date: May 27, 2024 Approval Date: January24, 2019 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 2. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 01/11/18 and expiring on 05/27/19. Manuel Perez .E. Product Control Exa in NOA No. 18-12 . 7 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-4 0 3 1/2' MAX. HEAD/SILL CORNERS WINDOW WIDTH 4' 3 4 1/8" HEAT STREMD. GLASS II II D II II II �ll II jl E ==�7�== II II II II II • II II — I ----I — o By 'Kuraray America, Inc.' = n 1/8- HEAT STREN-D. GLASS 3 co M W) int LO in WINDOW WIDTH 4' 3 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 1/8" HEAT STREMD. GLASS II II D II II II �ll II jl E ==�7�== II II II II II • II II — I ----I — II 4== ' By 'Kuraray America, Inc.' B 3 1/8- HEAT STREN-D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT FALSE MUNTINS 31 1/4" 32 3/4" (SURFACE APPLIED) MAY BE USED D.L.OPG. D.L. OPG. 35 3/8" VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED, 1/8" HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB \ �By 'Kurorcy America, Inc.' r•1/8" HEAT STREN'D. i )NE CORNING 899 a CS 2000 m� )INTS ON LR ,N 36" ONLY GLASS TYPE 'A' 4 w 3 1/2" MAX. z HEAD/SILL 0 CORNERS /8" HEAT STREN'D. GLASS 090" Interlayer SentryGias \By 'Kuraray America, Inc.' r•1/8" HEAT STREN'D. GLASS FALSE MUNTINS / {SURFBEMAYE SD Irm WINDOW WIDTH 10 5/8" MAX. 4' HEAD/SILL 3 A CORNERS 3 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 1/8" HEAT STREMD. GLASS z m ,i ,i • 090' Interlayer Trosifol PVB IN By 'Kuraray America, Inc.' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 1/8- HEAT STREN-D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. ==ter=1 'Tc== II II THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION II II �11 II II II I i II II II II II II II I, R[z 3 SILICONE WATER INFILTRATION RESISTANCE ETC. i1 Li DOW 699 I 11 32 3/4" \ D.L. OPG. 36 7/8' 32 3/4' ECO—GUARD S. D,L, OPG. AT,TTMTNUM HO' TO QUALIFY FOR SMALL MISSILE IMPACT RATING (2) ANCHORS AT MTG. STILE ENDS TYP. /—(4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '•' ON SHEET 2 ONLY y m <W U M 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 -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8" HEAT STREN'D. GLASS 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS THE BUILDWG STRUCTURE. SILICONE TO DOW CORNING 899 GE SCS 2000 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 1/8" HEAT STREMD. GLASS z m ,i ,i • 090' Interlayer Trosifol PVB IN By 'Kuraray America, Inc.' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 5/16" AIR SPACE TO ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 1/8" HEAT STREMD. GLASS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 090' Interlayer Trosifol PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By 'Kuraray America, Inc.' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 1/8- HEAT STREN-D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. EDGE SPACER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ST. STEEL FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR SILICONE WATER INFILTRATION RESISTANCE ETC. DOW 699 + CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 22 y AND TO BE -REVIEWED BY -BUILDING OFFICIAL 29 AT 1/4 POINTS ON LTTES AT 1/4 POINTS WIDER THAN 36' ONLY 29 ALL SIZES GLASS TYPE 'B' GLASS TYPE 'C' i i it ROOUCT REI%WLr& ��` 1 ® AH ,'/// es e4mplyin3 with the Flui �� !. ....... • �i 'taet4l#n C°aye �� CEN IsY.i'e't�: �fd12 rV]�GJ _~7092r is comply sad 29 E3uEIf'esiz+� C(lde — SETTING _BLOCKS AT '` - Dd- LAM. GLASS AND INSUL LA CLAS5 E� prruraoaa € ate #R ®`. A OF NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 4 iiy _ �i r Zht�o �� •, . 1DP,,�'�®``� 'lbiinani 0 sde Wit. ct rc,::rct ,��°r®®�AL ' _ �/1/1r1111j11\ 414v to -� ap at r gILa Ii 0 0 o U N � V'c uta 0 VMI 0 C 19x 0 0 IL 00 Q9ze 6 4zN � O r-. N 2p U • J V3 • • n oc LLI C 0000•3 (n = U) M co � �G t0 • • o O ,• M N 'N M fn Q '1••• E Z o •'� Oa_ W� Lr) drawing no. W09-12 sheet 1 of 7 t� o DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) W/O REINF. WITH REM. GLLSS TYPE GLASS TYPE GLASS TYPE 0 .� o WINDOW DIMS. A A' B' 'C' Z b J WIDTH HEIGHT EXT.(+) INT.(-) EX -r.(+) IPTf.(-) EXT.(+) INT.(-) r- � � a 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 NiL 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 0 0 0. V 53-1/8" (3) 8 70.0 80.0 80.0 90.0 70.0 80.0 N 74" B 70.0 80.0 80.0 90.0 70.0 80.0 C 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 0 N h v p UI A 37" ® it a 0' 53-1 8" 4' 8 70.0 80.0 80.0 90.0 70.0 80.0 0 d b G a 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 1 0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 W _� N Q WALL 53-1 /8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 a m 74" B 70.0 80.0 80.0 90.0 70.0 80.0 a W` 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" �6) 4 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" 6 70.0 70.0 80.0 90.0 70.0 80.0 U co 74' ZE LO 8 70.0 70.0 80.0 80.4 70.0 80.0 J � 24" 4 7D.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 N • • 'n 4g" �3) 6 70.0 80.0 80.0 90.0 70.0 80.0 w • • • • IPj• •E 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 • • • •• N �•I 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 N Ef m• • •'••••• '�'36" 4 • 70.0: 80.0,• x_.80.0,_ 90.Q -....70.0 80.0 �•� 48" 38" 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL 0 60" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 () = NO. OF ANCHORS PER JAMB Z •. �• 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 w 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 �� cV J v 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 O O 0 o U � W' w 48" f5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL w ro M ~ 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) - NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 m n 4a• s 7a.a 70.0 80.0 90.0 70.0 80.0 60• 6 70.0 70.0 80.0 90.0 70.0 80.0 0 z N N OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH P Q 72" 8 70.0 70.0 80.0 87.6 70.0 80.0 N A = NO. OF ANCHORS PER HEAD & SILL 'XOX' °' v > > () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE S i3i311 REPT BASED ON ASTM E1300-09 (3 SEC. GUSTS) 2 v N OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH R;yiti:t AND FLORIDA BUILDING COMMISSION > S o 0 DECLARATORY STATEMENT DCA05-DEC-219 0 0 W -'-XOX'11 to Jill As c0r,1zpry.iik .'viii: E,., •1;:Y'iu;� � • 7 ` • o � .�T LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Svildi<;_ ode ' As.a t =c. -Na I Z-1tOz.y3 - • o FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 3piratio»Jax FOR STD. SILL NO RISER LIMIT EXT. (+) LOADS TO 67.0 PSF -� ®' ATe of ' .� drawing no. 'XO OR OX' ( ) ( ) ��h W09- 12 SEE SHEET 3 FOR DETAIL. By;.ti1?�:3o;2 ctCcsalml �i �' ��` A64,``�� sheet 2 of 7 IN 8-3/8 4 70.0 80.0 80.0 90.0 70.0 80.0 (4) 6 70.0 80.D 80.0 90.0 70.0 80.0 foes DESIGN LOAD CAPACITY -PSF (XOX SIZES) f i WINDOW DIMS. A W/0 REINF. GLASS TYPE 'A' 1PITH REINF. _ GLASS TYPE GLASS TYPE H' �0' EXT.(+) INT.(-) DCT.(+) INT.(-) WIDTH HEIGHTINT.(-) 74' 106-1/4' ill, y " 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 7¢' 106-1/4" y y y • 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 108-1/4" y y y • 50-5/8' (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 60.0 90.0 70.0 80.0 12 70.0 BQ.O 80.0 90.0 70.0 80.0 74" 106-1 ill' y" 66" () 8 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.8 * 70.0 80.0 12 70.0 70.0 80.0 80.4 * 70.0 50.0 72" 84" 96" 1 pg• 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 B0.0 B0.0 90.0 7Q.0 80.0 12 70.0 B0.0 80.0 90.0 70.0 80.0 72• 84" 98• y pg" 36' (4) 9 70.0 80.0 B0.0 90.0 70.0 80.0 9 70.0 80.0 B0.0 90.0 70.0 80.0 12 70.0 8Q.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 84" 46"„ y pg' 4g" (5)..__. 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 60.0 80.0 90.0 70.0 80.0 -._12_._ _.70.0 .80.0 80.0. 90.0 70.0 80.0 12 70.0 B0.0 80.0 t 90.0 70.0 80.0 72" 84" gg' y p8" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 60.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 7D.0 80.0 0.0 12 70.0 70.0 80.0 87.6 70.0- 80.0 (1/3W) (1/3W} (1/3W) (1/4W) f i W/0 REINF. WITH F. GLASS TYPE GLASS TYPE GLASS TYPE WINDOW DIMS. A 'A' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) IXf.(+) INT.(-) 74" 26" 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 ill" 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 38-3/8 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 7¢• 50-5/$" 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) 74" 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 72" (6) 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 B0.0 gg" (3) y 2 70.0 80.0 80.0 90.0 70.0 80.0 1OS" 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 7D_0 80.0 80.0 90.0 70.0 80.0 gg• (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 1pg• - - 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 gg" 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 6Q' 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) DESIGN LOAD CAPACITY -PSR (XOX SIZES) (1/4W) W/0 REINF. WITH RS *0:00, (1/4W) (1/2W) (1/4W) • • *0:00, TYPICAL ANCHORS METAL STRUCTURE MIAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA � N TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: -- ALL-: JOINTS --AND" FRAME -CONNECTIONS SEALED WITH JOINT SEALER. II N N ,r�Ll nJ x d � 3 'n N�0 \N I`' TYPICAL ANCHORS 1 SEE ELEV. WOOD BUCK - FOR SPACING 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 AN CHUtZ�i: SEE ELEV. FOR SPACING I/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 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) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/80 THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY — 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. PRODUCT REVISED ss eor"Pixing WiLts the Florida Buikiin. Code Acceptznce No • j -i 02.15 cxpization date I -C' a tft-i Du Predzect Conical TATE OFAll OR01: S' drawing no. W09-12 sheet 3 of 7 0000 0000 • • 0000•• • 0000 0000•• 0000•• • 0.000• •0.0• •.•.. 0000•• 0 • 0000•• 0 • 0000•• • 1/4- MAX. SHIM O 21 TYPICAL ANCHORS FOR S SPACING II STRUCTURE 1/4" MAX. 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 10-1 -SCREEN OPT. --- 27 6 STEEL REINFORCING 11 AS REQD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT VENT WIDTH D.L. OPG. 711O —SCREEN EXTERIOR MIAMI—DADE COUNTY D.L. OPG. WINDOW WIDTH XOX LAYOUT -^AI AAI/%U^be 1/+- MAX. VENT WIDTH SHIMS D.L. OPG. 1 BY WOOD BUCKS TYPICAL ANCHORS �•° SEE ELEV. e. FOR SPACING —SCREEN 0 ----------- v o STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY *0qtjcr mx 1 /4" MAX. • SHIMS O 90.40•41 g WOOD BUCKS O N •� O O TYPICAL ANCHORS 9 ° SEE ELEV. � v. FOR SPACING • - - �11111111l1 9999•• 9 CO) Ahq • ' o • 0 00:0400 Ic c b- No 70592 — a �, o D.L. OPG. WINDOW WIDTH XOX LAYOUT -^AI AAI/%U^be 1/+- MAX. VENT WIDTH SHIMS D.L. OPG. 1 BY WOOD BUCKS TYPICAL ANCHORS �•° SEE ELEV. e. FOR SPACING —SCREEN 0 ----------- v o STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY *0qtjcr mx • 400 90.40•41 Q8�9li..ty Cf�� _1212 .07 1✓.rYfi N •� O O • O O � 0.0000 • - - �11111111l1 9999•• 9 CO) Ahq • • 0 00:0400 Ic c b- No 70592 — a �, o PRODUCT REVISE 73ui •9409.40 .9S C6:Si^yi`frlS�P 4'kih 1172'. �14T7C.i8 BtCod. Ol ding C d. � � LS qv ` � ` A�cer'af7ce - 2•Z� _ A1EOF drawing no. Expiration Emac z lg � ORIO .,� -o'* Zhao ', ` i W09-1 2 3�#isrs77iYf-r� 10 sheet 4 0f 7 0• • 400 90.40•41 • • 0 0.0000 • • • 9999•• 9 • • • • 0 00:0400 00000. .. •9409.40 • • 000* •4009•• 10 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING ' ... A.P. � .... �N A �y ALT. 0 ALT. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING %g y EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS ALT. 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ea -plying with me'norw 07 Z24 - PRODUCT REVISED as c0r O)"ing with Lhe Florida s _ _>3i's:�LItO(1 Code Acceptmce Nb lingouz-12* ' Erp;-akin Date By��rt�zhc..o Admmi made rrcd ct ccuvrpi uO w N I rn 0 >- ti W 00g -0 v 0 top 0 "n, g g C�M o W o OaoQ.+ 0 oN jam s:. 0 -3 • �M 4 Z 3� a N Z� O 0 C140 C3 i sworn ,�:'' �GF�S�r•• �i� N a j I N a No. 0592 O U L v uL p•' S TE OF � •&{/�� ;dr;w �'• • oR►aP.••• ®�� i;ng r�A�•ti\� \ sheet 5 of 7 F t d Yn w d D w .d • 4 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ea -plying with me'norw 07 Z24 - PRODUCT REVISED as c0r O)"ing with Lhe Florida s _ _>3i's:�LItO(1 Code Acceptmce Nb lingouz-12* ' Erp;-akin Date By��rt�zhc..o Admmi made rrcd ct ccuvrpi uO w N I rn 0 >- ti W 00g -0 v 0 top 0 "n, g g C�M o W o OaoQ.+ 0 oN jam s:. 0 -3 • �M 4 Z 3� a N Z� O 0 C140 C3 i sworn ,�:'' �GF�S�r•• �i� N a j I N a No. 0592 O U L v uL p•' S TE OF � •&{/�� ;dr;w �'• • oR►aP.••• ®�� i;ng r�A�•ti\� \ sheet 5 of 7 • VO 13 10 FRAME HEAD 5Am 18 O2 FRAME SILL 1.314 r. 250 .340 .312 062 O SILL TRACK .500 1.1871 062 2.750 r-� 2.812 . t4 1.687 O MOV. FRAME JAMB 3/16' 1' 1.434 12 11 (� VENT TOP/BOTTOM RAIL 2.095 1.250 —{ 1.140 .062 1---1.344--d BO JAMB STILE r— 2,063— I -1.250 .063— I-1.250 I 1.1140 .062--i�- !— 1.3+4 --1 Q MEETING RAIL 1 1 O FIXED MTG. RAIL 4 () FIXED FRAME JAMB STEEL REINFORCING .519 130 719 I OI,� 803 045 I 803 --I 1.047 --I 1.047 t0 GLAZING BEADS 2.688 F.06 .062 500 69 2.611---�I 28 FLUSH FRAME ADAPTER ITEM PART I QUANTITY DESCRIPTION MATERIAL MANF./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. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS REQD. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FYI 05 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FYI 07 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FYI 08 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - tOA FYI 10 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 11 - AS REQD. REINFORCING BAR STEEL - 12 - AS REQD. REJNFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1' AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 JS X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQD. FIN SEAL W STRIPPING - ULTRAFAB 20 03007190 AS REQD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS REQD_ GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26. WA2L _._. . _ 2/, WDW. WEEP VALVE — PREFERRED ENG. PRODUCTS 27 — 1/ VENT 5/16- BOX SCREEN — OPTrONAL 28 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 29 — 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A o W N I rn Z w e O F � Z g � z QQ �" � 0 N� U Q. N 0 w V aim 0IL15Q 0 Q La IL zoo Q Wm d ••co• to • ••into b •� z• _j� 0 3 z6 o O OQ Lo LLJ Ld 00:2 R.00LICT REl EVIf M J5. AS c�mpl4a g twit It the Fl01Vc 0 m 0 0 0 0 Ol O `�`t1llrlll��' x �\ ,�,• vC�r11•� �/ N � O ` j � N 6 • / � = O o. 92 y, Pl2C}DFJCTRE425E13 U L L as cta Plying with the Florida • v Building Coda Acceptance No j'[_lo11.,3 OF drawing no. EppimicnUateCq'ns%417�t. i'6 � S' W09-121 Irma; I produr-, - ,,1I I I�I tt111%\` sheet 6 of 7 • •• 6000•• • 6666.. .. •••.. • 0000• • .• 0000;•• • • 6666.._. bee •600000 VENT TOP/BOTTOM CORNERS FIXED MTG.-RAIL CORNER 7, FRAME BOTTOM CORNER "-A RODUCT REMKWW 48 c4mP{iAng WItb 7h! pkdk `aA'ngC06 18.1ZLd icc jrda se P;. ci Expirailm i2:s8s 4. By +4fmrri Ei"t Prey cegt i3ft073UCT REVISELI as C�1=1110"g wid, the Florida fl:jil Cim.A Cod � Acae�ituice iW.` -!� 02.2 Expi;arki . Bats f 27 ti Miami Esme Pro�lct t'�s#rs4 Ul M rn n •OM • L _j IL Z,3i 0 C-4 • U CLF) LLJ � W W ao 2 I-a!Lu v Nr N y O 1Jix N Q W W •Z<d7- �� 1 Z Z '�GENSF 'CJ �i� drawing no. W09-12 'QlItlrut1%%%' sheet 7 of 7 • • •• i • F ] COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami; Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106* 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ID ESCRIPTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I. •'. APPROVAL DOCUMENT: Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Mss Door SZ SLI.)", • sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised'64IAN 23, C0180 ., • •; signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control m00 obion. • • • • NIISSILE ACTTING: Large and Small Missile Impact Resistant 0000' Limitations: • • • • 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Elf&JdC(positive}design • • pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lowgr deign Pre;§ gtom •; • charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed testid fie area • per FBC requirements. 0000 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 renews #18-0129.13 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. 18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS '.... • 1. Anchor verification calculations and structural analysis, complying with F'BC-2014 (� Edition) • prepared by Al Farooq Corporation, dated 06/10/15 and last revised onI� V2, 201 S,•;igned • •..:. 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.Y. DuPont . DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 427'11/16 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(5h 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. 2. Evidence submitted under previous approvals 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. \ 1 ) \ t�i�AA 1 l.VhK�+ aq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC - - -- - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' t B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6' edition) prepared by Al-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 6000 1. This NOA revises NOA # 15-0612.05 expiring 03/20/2019. 6• 0 6666 000000 1. New Evidence submitted. • .• • 6 6666.. '• A. DRAWINGS *00:00 6666:. 1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door �(•L�14t.I.)", shCetq 1 : "••0 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 ander revised o�3 'SAN 23,:-, • • , 2018, signed and sealed by Javad Ahmad, P.E. 0000 '• • • • • .. 6666.. B. TESTS :so:*: • 00 1. None. . 6666.. •6666. C. CALCULATIONS • . :00.4 1. None. 0000 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS (submitted under file #18-0129.13) 1. Statement letter of conformance to FBC 2017(6' edition) prepared by Al-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 18-0129.13, expiring 03/20/2024. haq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK x- PANEL .WIDTH p. j7.125_" INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -700 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE _ DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING.OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON–METALLIC AND NON–COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ..REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 5" MAX. HEAD CORNERS cu F Lu = i0 0 io g n = LO • J O Z a, FALSE MUNTIN OPTIONAL 5" MAX. CLUSTER OF 6 ANCHORS I• TYP• AT INTERLOCK ENDS HEAD – SEE SHEET 5 FOR CAPACITY 96" DOOR FRAME WIDTH / I 41 3/4" D.L. OPG. 48 7/8" PANEL WIDTF • 13" MAX. CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 41 3/4" D.L. OPG. 48 7/8" PANEL WID' m m m m � m az �o U ORODUCI gscaa�woft ' S cWe w • Iso.--� W60SUC f REvom • • n Wkb the fbd& S AsegtaaeeNo I# -VI 2Cf3 Z*ratm vote —m—Ez— l�ils- .�•CJ,...r, I ---"- - MINATED-GLASS NSUL. LAM. GLASS LARGE MISSILE IMPACT • •ll • ALTERNATE SIZE UNITS: w . - MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 72 SQ. -FT. o LO J .I co O 00 � � o En w .M. CD V) cs �• • ,R • b, • do OM n etra Z:5 w. 3� . 0 C.# -j i U Lcr:)) Lou Q1 Nno O W a 11-0 d U 2 L2 2 o o K N N Luo�o W w o IL Zi a m n 0 01. PIP c EN 04 o .7 92 A: R..6i ltly O U L Y o ®•• ST OF drawing no. o iop.•�� W13-49 � 0 L'12 5" MAX. HEAD CORNERS 3" 4 3/S" / - TYP. -` G CLUSTER OF 6 ANCHORS - AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 42 1/16" L D 0 U cn W mm FALSE MUNTIN `� D.L. OPG. ' D.L. OPG. O m a CE OPTIONAL S2 bdding 4rO& Un O 49 3/16- tceNo ! ^Ot29.13 o C _ D G C9 PANEL WIDTH a < IL O ASTRAGAL INTERLOCK N J a O W 0 Z � 0 ' Of CLUSTER OF c SILL op�oa� CORNERS O 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS TYPICAL ELEVATION 0 3" 4 3/S" / - TYP. -` G CLUSTER OF 6 ANCHORS - AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 VL) U W I M Z M h j r 49 F W `�" a W � I N j 0 p O Cl g tvJ U OG c t 0 t R m Vo Cm o ;p mm p 0 IL 0 .� NNS Dra O N Q WLL W V1 • p Q W 0) F .. O U � � J � " J W 0 Go N W •M • • W •iQQ •• • N (p • • • ORODUCI amN E W to 3 T. • • • • '% comPbing with the futiUY • � o(n ' • • •-• • v guiding Code J o N . ' e�laate No 1 -1-220,:b9► •c. Z �+ 42 • • • • • I*nNoo y . �. 3 A ...... Amum W o o ......0 LoW ED U U W e W m "mbUcv REVm lD 42 1/16" L D 0 U cn W mm FALSE MUNTIN `� D.L. OPG. ' D.L. OPG. O m a CE OPTIONAL bdding 4rO& Un O 49 3/16- tceNo ! ^Ot29.13 o C 49 5/16" PANEL WIDTH W 8 (� PANEL WIDTH a < a < ASTRAGAL INTERLOCK N Zi a CO Q 1 �. ��, W-13-49 5" MAX 13" MAX. VL) U W I M Z M h j r 49 F W `�" a W � I N j 0 p O Cl g tvJ U OG c t 0 t R m Vo Cm o ;p mm p 0 IL 0 .� NNS Dra O N Q WLL W V1 • p Q W 0) F .. O U � � J � " J W 0 Go N W •M • • W •iQQ •• • N (p • • • ORODUCI amN E W to 3 T. • • • • '% comPbing with the futiUY • � o(n ' • • •-• • v guiding Code J o N . ' e�laate No 1 -1-220,:b9► •c. Z �+ 42 • • • • • I*nNoo y . �. 3 A ...... Amum W o o ......0 LoW ED U U W e W m "mbUcv REVm lD 42 1/16" L 42 1/16" 0 U cn W mm FALSE MUNTIN `� D.L. OPG. ' D.L. OPG. O m a CE OPTIONAL bdding 4rO& Un O 49 3/16- tceNo ! ^Ot29.13 o C 49 5/16" PANEL WIDTH W 8 (� PANEL WIDTH a < a < ASTRAGAL INTERLOCK N Zi a Zi a 1 �. ��, W-13-49 5" MAX 13" MAX. CLUSTER OF c SILL op�oa� CORNERS SILL '�� 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY oxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SQ. FT. VL) U W I M Z M h j r 49 F W `�" a W � I N j 0 p O Cl g tvJ U OG c t 0 t R m Vo Cm o ;p mm p 0 IL 0 .� NNS Dra O N Q WLL W V1 • p Q W 0) F .. O U � � J � " J W 0 Go N W •M • • W •iQQ •• • N (p • • • ORODUCI amN E W to 3 T. • • • • '% comPbing with the futiUY • � o(n ' • • •-• • v guiding Code J o N . ' e�laate No 1 -1-220,:b9► •c. Z �+ 42 • • • • • I*nNoo y . �. 3 A ...... Amum W o o ......0 LoW ED U U W e W m "mbUcv REVm lD 0 U � o 0 n U p �_�y im ampv ii with ft FlWW O bdding 4rO& cl O O tceNo ! ^Ot29.13 o C WW a W 8 (� N a < a < �,,c N Zi a Zi a drawing 'n6.. �. ��, W-13-49 AL`��\`� c op�oa� 0011111111// , tCiEN$� Z N, 70692 o � r a VMt , u �,,c S - Fc®�.•� OF ��` drawing 'n6.. �. ��, W-13-49 AL`��\`� sheet 2 of 12 CLUSTER OF OXXX Jtt Lhttl O rUK UArAGIIT ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SQ. FT. � N O LO U m v � N W co O co Q N o� En 2 • . i�. (� W v PRODUCT V' LL7 ealsWft � - • • B _C ;; � • ..•.•• CIL Coo. "rmuttoa J .. Z pip. ..:.. • �s�� ( • 00 l . ��.� . - �,. ...... ,,u, r.; .. n Z o .' : W 0 NJ ''i ••..: .. U O � 00 • • r •.•.•• • .aOeac f RrAM as empWft with dere rod" UjvWnU AKeptlgi,a No 1- a 1 z4- /3 o m o m (�ltC Z•C { U O U G C N N ,• S.— p U a S N Zi a ti a C p m m p o 0 N D N •> O O � O - < m U O \111111111.// EIV ' .40 i N N . 70592 a 3 6'{j Q(� i4A P 2ofl jr 9 � �FF4$®•' S E OF �Bq�� drawing no. ,off.•• ®�� W13-49 1®®,r�111,LiT��sheet 3 of 12 LL c c c LL 4 c c c DOOR DOOR FRAME W.— OX . C DOOR FRAME WIDTH E H D G 'D 4 - LiH00LAI B OX (SHOWN) XO xx DOOR FRAME WID 0 J DOOR FRAME WIDTH H G 'D LiH00LAI B I OXX (SHOWN) xx0 DOOR FRAME WIDTH A tE W a 0 0 0 I OXO (SHOWN) DOOR FRAME WIDTH A G D LiH00LAI B I OXO (SHOWN) EG ito I tKI V K DOOR FRAME WIDTH (SEE Dp TABLE) O 01 0 0 O w I M NOTE: -� 0D Z Ci - 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. " ro a 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Q 2 N a REQUIREMENTS SEE SHEET 5. Q; p 6 J p 00 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. d 0:c- U. O vih �? ptu� p'O -tmn o p aco .°i 0: NNo 0 m � wZ2 Zm -o OE M Jzm Q W 0 i k N O U J 'l v J � 00 o °D o i W • • • • Q � Looe N® 6 g• Z::::: 3. r•tine etre J l yam'. •A h •• I Z W b • . " LLI 00 VRODUC r REVISM 23 ¢emptying with the FiorUs �, y lwtding Code A►oeeptsace Ro—/ 3 I m 0 rr�ip4 pate --Ll o w o ` W W m m D W D �` • ac�rvsF °'• Qui 'j N •II 0' o.70592 . N Z • �_ °' OF �4q�� drawing no. Rao��o�� W 13-49 'e ®,1L►ON sheet 4 of 12 DOOR FRAME WIDTH A 2 LiH00LAI WL OXXX(SHOWN) OxxO APPROVED xxxx CONFIGURATIONS EG ito I tKI V K DOOR FRAME WIDTH (SEE Dp TABLE) O 01 0 0 O w I M NOTE: -� 0D Z Ci - 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. " ro a 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Q 2 N a REQUIREMENTS SEE SHEET 5. Q; p 6 J p 00 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. d 0:c- U. O vih �? ptu� p'O -tmn o p aco .°i 0: NNo 0 m � wZ2 Zm -o OE M Jzm Q W 0 i k N O U J 'l v J � 00 o °D o i W • • • • Q � Looe N® 6 g• Z::::: 3. r•tine etre J l yam'. •A h •• I Z W b • . " LLI 00 VRODUC r REVISM 23 ¢emptying with the FiorUs �, y lwtding Code A►oeeptsace Ro—/ 3 I m 0 rr�ip4 pate --Ll o w o ` W W m m D W D �` • ac�rvsF °'• Qui 'j N •II 0' o.70592 . N Z • �_ °' OF �4q�� drawing no. Rao��o�� W 13-49 'e ®,1L►ON sheet 4 of 12 CHART .F1 DESIGN LOAD CAPACITY - PSF (GLASS) AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES GLASS TYPES 'B', 'B1' GLASS TYPES 'A', 'Al' WPJPHOUT REM. WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 3670.0 42 82 70.0 80.0 70.0 80.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 48 54 62.2 71.1 62.2 71.1 r36 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 62.2 71.0 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 62.2 71.1 30 36 42 48 54 96 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 62.2 71.1 30 36 42 48-, 98 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70:0'" 80.0 70.0' 80.0 30 36 42 48 102 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 30 36 42 48 108 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 - i - 70.0 80.0 CHART 12 LOAD CAPACITY - PSF (ANCHORS) AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES 6 ANCHORS AT MTG. 9= ENDS EXT.(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 E 62.2 71.1 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 96 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 98 70.0 80.0 70.0 80.0 70.0 80.0 70.0 . 80.0 30 36 42 48 102 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 48 108 70.0 80.0 70.0 80.0 70.0 80.0 70.0 77.9 INTERLOCKS WITHOUT REINF. INTERLOCKS WrrH REINF. 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By Kuraray America, Inc.' r-3116- HEAT STREN'D GLASS z Lu / g m it it 28 w0 \� CDI // 1 29 II GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS yam / ��- rn S SILICONE DOW 899 3/16" HEAT STREN'D GLASS .090" Interlayer [Trosifol PVB By 'Kuraray America, Inc.' ,F-3/16" HEAT STREN'D GLASS I� \ I! 28 [7:!dii, !I SILICONE I II DOW 899 0 \ / O uj GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS F ~ Q w MML 0 w I 3 Z n .090" Interlayer Q Z SentryGlas By 'Kuraray America, Inc.' N H N a I 3/16" HEAT STREWD GLASSO N "10 u N 1" OVERALL INSUL. LAM. GLASS v LL a` OD °D 3/16" TEMP. GLASS 0 Wei 3/8" AIR SPACE 23 jl j! II � I I 11 t] � v M M 28 o 0 IL G 0 eq 3/16" HEAT STREN'D GLASS I i SILICONE ! • Ij I I DOW 899 : I: I: 0 Hc0.•• .090" Interlayer '. Trosifol PVB '� QwZL N By 'Kuraray,..America, Inc.' . Z • • \ /CARDINAL F ~ Q w MML Lj \ 29 XL EDGE SPACER a ST. STEEL GLASS TYPE 'AI' 1" OVERALL INSUL. LAM. GLASS v J a` OD °D 3/16" TEMP. GLASS 0 0 M 3/8" AIR SPACE W � u uj 3/16" HEAT STREN'D GLASS • 0 Hc0.•• .090" Interlayer '. Trosifol PVB '� „%0-0 ay. -CA By 'Kuraray,..America, Inc.' . 6 O O M • • ' Q "DO 3/16" HEAT STREN'D GLASS•o Z.La��. • A Z} �1'i •• F I •L crl i►I N• --I• OLow o 0M 23 g • / j II II 28 • • II IIII SILICONE ji j: ji • • • • DOW 899od • w m w m l \ / 0 o a N 3 o � N 0 O ¢ W \ /CARDINAL O O \ 29 XL ww i EDGE SPACER u ° a ° a ST. STEEL u�iZi a a GLASS TYPE 'BI' v 0: 1" OVERALL INSUL. LAM. GLASS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE AftuctGLAZING OPTIONS FOR DOORS WITH 2-3/4" SILL HEIGHTS. SltcwNp wa FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF Bolding Code DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR ' PtaRca ry , a^i22�. 0` MODUCt'RiEviMP WATER INFILTRATION RESISTANCE Expirsrioo Uair 3" Imo.^ aseemptyiagwith 4wFled& SEE SHEET 7 FOR DETAILS ` hwWing Cede $y `�1 �� Q, .,�� AoceptxnceNoIN-0/2-2.13 �Miea ll Bsde � Espy=6114 Oat 1 c, NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: PretcrlMsi LOWER -VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) _ AND FLORIDA BUILDING COMMISSION - - DECLARATORY STATEMENT DCA05-DEC-219 Cq o. 0592 NIB ®e' A OF�2�` drawing no. to 10�'''�� W13-49 N®NAB'1�� \\ sheet 5 of 12 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING — — — — AT HEAD — — — — — — TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE 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 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.) — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— — AT SILL — — — — — Fly PE 'B'— 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO.CONCRETE. a —1-3/4" MIN. EMBED_ — — — AT JAMBS -- — — — TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 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 T 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.) — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— — ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ME Mt�att+>!�• - NRODUC 11 REVS as camptylag with the Fleghk • !wing (twit • Aaeptaace N. -IS -0t 24 . /3 • 1g; **dis Bate / ci o U W I M Z HW Q � W � I N Qn 2 C0�v U J (0 m p►0rml -m 0 p aco'4 0 .3 to 0 N m Q W� a �Ztn -o .1a0QM .] Q W 0m1 2 R N O LO J Ln cr 00 0 00 o L0 o V_!� ••. • S N (be-•. �. . o'%O 0 r�"LO L" � p a0 • q K Z 8 ... J'• z r �. . i N� •i. M V u' N W oo : c 16 cd � ;CO ♦♦♦♦e��Y,�"'. A4f p+y��i/moi •n cy i rn 592 O v w v` u :�® '• OF �dg�� drawing no. Wl 3-49/////�10#y '1��♦ sheet 6 of 12 TYPICAL ANCHORS SEE ELEVS. LLI x 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) 0 LOAD BEARING SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c = 5000 PSI MIN. 12 2 J v NOT APPROVED FOR WATER RESISTANCE METAL _ STRUCTURES r ------------------------------ 1/8* ------=------------------- MI COUNTY (SEE SHEET 6) 1 SEE SEPARAETE NOA APPR'D MULLION II (SEE SHEET ) II STAGGERED I� 3-1/8" I� STAGGERED I _ II �-L --- - - ---- - --------JJ W TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVS. SEE ELEVS. FOR SPACING FOR SPACING WEEPHOLES: _ SILL HEIGHT VS WATER RESISTANCE EXT.(+) -LOAD TYPICAL ANCHORS SEE SHEET 5 CHART 1 FOR DOOR CAPACITY SEE ELEVS. FOR SPACING P2 = SELF ADHESIVE PILE PAD 1" X 3/8" 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. OWDucrREvmm sta mpvft with the Nblift ls"ng Cale Amptasc.No } -d Z • i 3 Eapkaid n Vete O. 0552 a 2 2Pa:X A OF •'N'�: mepp U0 w I M Z M ~ 3 MN Z W Q Q2 Z.N IL '1 6 M O 00O�o 0 N � aI= U. 0 gym 0►o—m O 0 ati co NN0N Q W z e N Z C Q W 01 rw 0 O U C) J o tO o 0 En 0 W Lj Lf) UJ me (s7 V) � •. N 3 :R am Oon �.p00 •� f. Z_ .i Coe • 3 v) 0 c'i U a Ld W 00: Z • W U W U m 0 0 O a O � C(X N ¢ N °W Ir W a W o U 0- 61 - 6 M n i O N N K I o \ ~ O y v a° : u drawing no. W13-49 sheet 7 of 12 W1 = 1-1/2" LONG NOTCH AT EACH END, 13 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 .' W 2 N J J AND 36" O.C. J4N mmol W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS „ N AND .3 6" • 0. C. .. .4ceep ea N ► g- r Z2o U j• PILE EXT.(+) LOADS Expiration >9�e 4 TO 47.0 PSF .PADS: TO 70.0 PSF �` P_1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION • M�!i,. ! .1-1/16" LONG X 7/16" WIDE X 7/16" HIGH _ SILL HEIGHT VS WATER RESISTANCE EXT.(+) -LOAD TYPICAL ANCHORS SEE SHEET 5 CHART 1 FOR DOOR CAPACITY SEE ELEVS. FOR SPACING P2 = SELF ADHESIVE PILE PAD 1" X 3/8" 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. OWDucrREvmm sta mpvft with the Nblift ls"ng Cale Amptasc.No } -d Z • i 3 Eapkaid n Vete O. 0552 a 2 2Pa:X A OF •'N'�: mepp U0 w I M Z M ~ 3 MN Z W Q Q2 Z.N IL '1 6 M O 00O�o 0 N � aI= U. 0 gym 0►o—m O 0 ati co NN0N Q W z e N Z C Q W 01 rw 0 O U C) J o tO o 0 En 0 W Lj Lf) UJ me (s7 V) � •. N 3 :R am Oon �.p00 •� f. Z_ .i Coe • 3 v) 0 c'i U a Ld W 00: Z • W U W U m 0 0 O a O � C(X N ¢ N °W Ir W a W o U 0- 61 - 6 M n i O N N K I o \ ~ O y v a° : u drawing no. W13-49 sheet 7 of 12 14 13 LF 0 U W N W 2 N J J J4N N LIMIT MAX. LIMIT MAX. EXT.(+) LOADS EXT.(+) LOADS TO 47.0 PSF TO 70.0 PSF _ SILL HEIGHT VS WATER RESISTANCE EXT.(+) -LOAD TYPICAL ANCHORS SEE SHEET 5 CHART 1 FOR DOOR CAPACITY SEE ELEVS. FOR SPACING P2 = SELF ADHESIVE PILE PAD 1" X 3/8" 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. OWDucrREvmm sta mpvft with the Nblift ls"ng Cale Amptasc.No } -d Z • i 3 Eapkaid n Vete O. 0552 a 2 2Pa:X A OF •'N'�: mepp U0 w I M Z M ~ 3 MN Z W Q Q2 Z.N IL '1 6 M O 00O�o 0 N � aI= U. 0 gym 0►o—m O 0 ati co NN0N Q W z e N Z C Q W 01 rw 0 O U C) J o tO o 0 En 0 W Lj Lf) UJ me (s7 V) � •. N 3 :R am Oon �.p00 •� f. Z_ .i Coe • 3 v) 0 c'i U a Ld W 00: Z • W U W U m 0 0 O a O � C(X N ¢ N °W Ir W a W o U 0- 61 - 6 M n i O N N K I o \ ~ O y v a° : u drawing no. W13-49 sheet 7 of 12 JHIM SHIM )RS 1 PRODUC7 gEf4gWtb•RODLICf REVISM v comp�� With OR as campi�leg wft4 the Floeilpj guiding Code .°g cede ,teeptana No If - 124o. 05 Aeceptsace No l ..O (2 .13 �xpirmtiem Dam Eipir7t qa Date Cf �.........•..• n II CE. ® Nof v _ o. 0592 — JJ fl( j%�g V N O V U ,�( •�+i R., i.l..� • nM T OR��2g drawing no. .�®N.•® W13-49 ®1A�,0�� sheet 8 of 12 u0 U W I M Z ti 0 01 FW Q� I �O` 0 0 m 0 0�� L got 0 V'c ur'l am'-mC 0 aca . O NVWI� tD O N a z � Z N - o t7 m Q LLI H � N O U °' vJ J co o 00 O0 to V) W M Lj— • J Oo� Lo � .. . . .a 0 0c)� Z 0 :....: . ,® 3 . " ..... . . •• ^ •' Z.�u p J•M •••.• •.W LCA • • • y) W op M I- • z z • • m o < o C K ui N N o it o W w W w NZi a a� �.........•..• n II CE. ® Nof v _ o. 0592 — JJ fl( j%�g V N O V U ,�( •�+i R., i.l..� • nM T OR��2g drawing no. .�®N.•® W13-49 ®1A�,0�� sheet 8 of 12 TYPICAL ANCHORS _.. "ODUC( ft comp guiding code Acceptance No Is-[ no. "WDUC r RtEVIIW mowith at Rod* .. EipirZn Dalt ifc"ng(fade.,.. ,#acpt ace No l .6 12-11. 1 3 -By �, zapitad"Ynte� _i Miliami Dade _ ski d U O W I M Z �� MC4a s QN '9 g a. I d' ON` U - SEETYPEL ANCHORS d � FOR SPACING p F U. AND QUANTITY 0 N m p r 0' o m o 0 app 0 N O N W Q W L< 1 0� J zct0na w to Q W 0117 E H METAL a STRUCTURE _ 0 U� i J I i v J coo J O °p i o c(nil W V) w • •'U_ • o F- J, ... ...... ae • • i � r� •� ...... 4" MAX. . P O o'er + :....: SHIM a .o o0 • • • • Z • •�• Z 7r -i i • • • • • •I W •••••• • w 0 OQ • • Z U-) W .! • Liu S • V) fit^ F •••••• U Z U m m o a o r, C N N = W W w N Zi n w a I 0 0 �%%lllfill/, 04 o 70592 I OF �4 drawing no. Wl 3-49 l�ill I t t sheet 9 of 12 ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 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 RQD. PANEL LOCK STILE 6063-T6 - 6 E706 AS READ. PANEL OUTER INTERLOCK 6063-T6 - 7 E707 AS READ. PANEL INNER INTERLOCK 6063-T6 - 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS READ. GLAZING BEAD 7/16" LAMINATED GLASS 6063-T6 - 11 E711 AS READ. GLAZING BEAD 1" INSULATED GLASS 6063-T6 - 12 E712 AS READ. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS READ. 2" SILL RISER 6063-T6 - 14 E714 AS READ. 2-3/4" SILL RISER 6063-T6 - 15 E715 AS REQD. FIXED PANEL CUP (CONTINUOUS) 6063-T6 - 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 18 #10 X 3/4" HWH SMS AS REQD. FRAME ASSY. SCREWS ST. STEEL - 18A #10 X 1" FH SMS AS REQD. 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 REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 24 PRO3-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2" MTG. SPACER REQD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - 26 #8 X 1/2- PH SMS 2/CLIP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS REQD. 3 PLY, DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 .AS REQD. BUMPON (SILICONE' SPACER) SILICONE BY FRANK LOWE 29 1 1 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. su COM�wtu 1 Accq'etistt Ne .i 3 - I ZZ6 .pg ..... VMDUC f REYMM = compiyieg whb the Fiends kudding Cody: Acceptaect No Exp"** Detc-- V° W I M_ Z ;° 3 oZ M z W Q N I A A '16 m 0 30`,o o a � N LL Fo. t 0�ym V D uj ei Co M o �� C 0 IL 0 ei 0 ti 0 Z j N W � LL (�• ZN_ M JOm� Q W OM1 F 0 U j J J OD 0 C) U3 En W. • LAD }- to •••••• • • 000 DOE •• J 0 A .•.fn • • .. • 1C Z ••� ••, IQ Ila �fggi i•••• ••• w O NAL' ••••+• • ... U 0 -j � � W Qpm � .••••• • U W U m W 0] O a O 1,r N 0� NK O WO Zia6ia c =) m m N C O 04 I N � r H O 70592 r �q v s i T OF �� drawing no. //// ®N��i`�`\� sheet 10 of 12 5.059 1.312 1.129 .078 3.562 078 1.824 1.648 3.562 .125 .130 .937 .045 062 .693 Z M h w Lu W M .937 .050 1.021 06� 2.105 .078 1.648 Q 0. L1.252 -moi 1.252 -moi 0 30,-0 N` ro o 1.998 1.998 , .094 G 2.625 2.625 GLAZ10 BEAD 11 v � O FRAME HEAD OS PANEL LOCK STILE OM0'o PANEL INNER INTERLOCK 1' NSULING�MBEAD�S /1LAZING LAM. LASS o 0 a C o a 1.471-1 .210 0 1.144 r 062 3.562 .210 068 M Z.3 N Lu :3 Z N u' .1 0 (D � Q W � � h 1.998 3.250 210 .068 2.687 2.313 .078 078 2.105 1.648 1.047 1.937 1.047 1.047 .. N c V .068 .� to J LO v. 125 000_0 5.532 -. E1 0 .. M 1:998 823 2.625 12 SILL -TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER N 0 W � W6.04 v 062 O PANEL TOP & BOTTOM RAIL O PANEL OUTER INTERLOCK • © o 10 0000 N V1 .. 00 ; 0016 3 s ^ M 0 2.248 .. il �- �{ .915 125 ' . !MRt)DUc f l2fuYigm a Z �:� CO 357 .149 --�-� J 1.494 ft complying with the Flod& " ba6ling Geode Q taace No 1 • .Ld - 0 2. 1 3 1! �. ,�j. o O c�l'J rv�. • V w w 3 O 062 1'540 .078liqp f . �o'e �''�,,, v' W FRAME JAMB .125 / 1� .1�.. C • • ' ; • 1.998 -IIIA --2.067 I 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER O a U n I I SRp -1 U®UtCl IV6 t0 AW C S C-4 N comPW" � +' Wt� qhe �t� Code .2 1.139 1.022 3.687 -Aftepta-a I ' �!!� �' �` 0� c W U N w o w 0 � 3.437�� C Zi a o a 078 - - 5.274 - _ 1.824 .078 - - �Sln- `. �� ,•,� - - 0) m O p p o o O FRAME SILL r 3.996 3.820 1.824 1.648 / 0o c a m ' o o o ` rn 078 �� :°° GEft13 ° �® �� N ' CF N 2.500 !) 2 w d 0 d e % 140 2.000 s F�gt�� drawing no. W1 3-49 9 OPANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL ��/11 ��1j1``��\ sheet 1 1 of 12 0666.. .0 000.00 0000•• 0000. • . ..••.0 • • • .000.. . 0000.. . • Pitur ,l;<9i}miloeIiq PANEL TOP/BOTTOM CORNER , ItODUCT RENES= - . . ys *"pWmg with the - . . ew"ded -Lei 2o'Z.y sR0DVC f'REVIUM as camptyia= *fib the fbrb 0 butding Cale Acceptance No Expinwoo not20.20 i g L. /<A— I - LrL AW ak* G*W(!Mbd U0 y, Cl M Z 0 1•• M Z Z Q a �O o 0 g�` o°c � t c 0 t m3m i ohm 0 mO a00 as (A 0 0 aWZ�� Z� -o OM a Q LU 0) hW- r. N O U � vJ � Cr 00 O W O N W • cs ?- ... • ...... .Z • • o � •. . Z •J• cp i� ..... 0 F-I3� • •G.o u O N � �. W o U �w '• W aoim k'• ...... • • tj U ril U W m W m O w ` - o o z Z => z D ! \\�� 0 AH �� .• CER1S' . �'� N uCY 7 92 TA OF �� drawing no. - - - '�� •••. ��, W 13-49 • • ' /////�/ ®�j � 1•� ��\\\\ sheet 12 of 12 MIAMi•DADE MIAMI-DADE COUNITY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "350" Aluminum Fixed Windows-L.M.I. APPROVAL DOCUMENT: Drawing No. W17-27, titled "Series- 350 Aluminum Fixed Windows (L.M.1_)", sheets I through 5 of 5, prepared by A]-Farooq Corporation, dated SEP 21, 2017, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. I MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Combining this fixed windows to any other system (under separate approval) to be reviewed by AHJ for the tributary load and end load anchors. 2. Use of insulated laminated glazing option "G1 i" require the exterior lite to be tempered for Small Missile application 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 fled 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI4DADE COUNTY 1A tko NOA No. 17-0615.01 Expiration Date: October 26, 2022 Approval Date: October 26, 2017 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED: ' A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-27, titled "Series- 350 Aluminum Fixed Windows (L.M.I.)", sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, dated SEP 21, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum Fixed Windows, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-9404 dated 03/01/2017, signed and sealed by Idalmis Ortega, P. E. along with marked -up drawings and installation diagrams of Alum Fixed Windows, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-9404 dated 03/01/2017 for kinetic energy loading complying with ANSI Z97.1 per FBC section 1618.4.6.3, signed and sealed by Idalmis Ortega, P. E. Note: This test report has an addendum dated AUG 31, 2017 issued by Fenestration Testing Lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014 (5' Edition) and FBC 2017 (6t`' Edition), prepared by Al Farooq Corporation, dated June'13, 2017, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 &-09. �. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 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 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5a' Edition), FBC 2017 (6' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/17/17, 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 12/16/16 and revised on 12/20/16 approved by Manuel Perez, P.E. 5. -- Is aq I. Chanda, P.E. Product Control Examiner NOA No. 17-0615.01 Expiration Date: October 26, 2022 Approval Date: October 26, 2017 E-1 WINDOW WIDTH N FALSE MUNTINS D.L. OPG. m (SURFACE APPLIED) a m MAY BE USED 4 ;n 'v 1� II II I� IIS - =____=I= - _ L! a I� I S O it Ii WINDOW WINDOW Z o i i i m WIC DTHWIC DTH II II (– r Approved as complying w4b I I I Florida Building Code I I z [hire a a.^cn 3 NOA#�` Miami Uadc Product Control v B �S�a II II Z Z Y �hLt I II 3 L J 3Ll WINDOW WIDTH WINDOW WIDTH SERIES 350 r • ALUMINUM FIXED WINDOW (L.M.I.i 10" MAX. 5' MAX. I— — — 1 A APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS HEAD/SILL LHEAD/SILL • IOF FIXED/FIXED OR FIXED WITH OTHER WINDOW (UNDER SEPARATE CORNERS P� ICALZ ELEVATIONz z APPROVAL) 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 3 3 APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. • • L — — J AHJ TO REVIEW SUCH APPLICATION AND VERIFY TRIBUTARY LOAD D.L.O. HEIGHT =WINDOW HEIGHT – 3.625" AND END LOAD ANCHORS. D.L.O. WIDTH = WINDOW WIDTH – 3.625" WINDOW WIDTH � l I z I I 3 WINDOW WIDTH C9 3 WINDOW WIDTH WINDOW WIDTH 3 L J .WINDOW WIDTH 16 w 3 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR ' A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. o {� w to N I UJI n 0 j o 0 �Hti vOW>m C . F:m g Oaao �0y"��a L i z '� -ca, jams Q WO0fs N O v V LO J -I coo Oro z_ N i M p W�-• ••• L�1•• �• w Z N (no•• g• 0 Cl o _; , Z 3j V- % a> all 0 Lu PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 6 SHUTTERS ARE NOT REQUIRED. o .y cn 0 o .705II 92 0 " :� aT 0 ST EOF INS drowinga no W1 7-27 YONA m1"�� sheet 1 of 6 0000•• •••••• •H .• .0000• 00000 • • 00000 0•••00 • • 00•••0 •••••• • • o7AT � o t 1/4 POINTS ON UTES \ 7 WIDER THAN 36" ONLY GLASS TYPE 'Gi' 7/16" OVERALL LAM. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLAZING OPTIONS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 5/16" AIR SPACE 3/16" TEMP. GLASS 3/16" HEAT STREN'D. GLASS SentryGlas .090" Interlayer By 'Kuraray America, Inc.' 5/16" AIR SPACE SentryGlas 3/16" HEAT STREW D. GLASS 3/16" HEAT STREN'D. GLASS a w C 2 m m Ln SILICONE CORNING 899 to 3/16" HEAT STREN'D. GLASS SILICONE .090" Interlayer ;o 5 is j DOW CORNING 899 03 Trosifol PVB .090" Interloyer By 'kuraray America, Inc.' Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS w w M zm Zm SIUCONE to = SILICONE DOW CORNING 899 N SILICONE DOW CORNING 899 m 3B DOW CORNING 899 5 j; j: `I jl C7 3 5 I 1. I. i is I01 I I a' II fl rn II 11 ii jj II Ij li 9 II �j g 4 jl Hi I 9 a x CARDINAL XL o 17,w EDGE SPACER FE o a Lj ST. STEEL AT 1 /4 POINTS ON UTES AT 1 /4 POINTS ON UTES 7 O 8 AT 1/4 POINTS ALL SIZES 7 WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'G2' GLASS TYPE 'G2i' 7/16" OVERALL LAM. GLASS 15/16" OVERALL INSUL LAM. GLASS o7AT � o t 1/4 POINTS ON UTES \ 7 WIDER THAN 36" ONLY GLASS TYPE 'Gi' 7/16" OVERALL LAM. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLAZING OPTIONS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 5/16" AIR SPACE .090" Interloyer 3/16" HEAT STREN'D. GLASS SentryGlas .090" Interlayer By 'Kuraray America, Inc.' SentryGlas 3/16" HEAT STREW D. GLASS a w C 2 m m Ln SILICONE CORNING 899 to �DOW o7AT � o t 1/4 POINTS ON UTES \ 7 WIDER THAN 36" ONLY GLASS TYPE 'Gi' 7/16" OVERALL LAM. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLAZING OPTIONS 3/16" HEAT STREN'D. GLASS 5/16" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS C � z m z m SILICONE M to m ;o 5 is j DOW CORNING 899 03 a CARDINAL XL EDGE SPACER ST. STEEL w 71AT 1 /4 POINTS ALL SIZES W N I r Z q h 3 Q M� N N ¢L a 0 M o v L Q �Hh SILICONE ci LLr ,+ DOW CORNING 899 Qr O > M 00 o ij iI ji a j i ii Q d Q< I II II Q � E 2M 9 ' a �Z��m CARDINAL XL � EDGE SPACER J J ST. STEEL a M01 0 8 AT 1/4 POINTS ALL SIZES ^ N g O U v J 3 J ro O ro Z N o 3 � v Approved as crKnpiying a-itii the W Ld • • • Florida Buildings Code • to • • Nr bare ' }- WL6• • NOA# %—I - •p l N 4 ••• • K Miami I?ade Product Control ... zz 3 �• •• • Z 3 J•/j •••� qp • 21E Low •• O NQ•" • rr? W• • • tr�r�SILICONE n 36 DOW CORNING 899 f 11 11 • + 11 Ij R II w �j I_ c� o� o CARDINAL XL EDGE SPACER w ST. STEEL AT 1/4 POINTS 8 ALL SIZES GLASS TYPE 'GIV * 15/16" OVERALL INSUL LAM. GLASS NOTE: EXTERIOR PLY OF GLASS TYPE 'Gli' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT LOCATION. N C 0 `%�11111r11�1�' Ural I I I J m II Q .70592 = o � R ox4 O J L ` N L.Vj U T OF drowing no. ��. P< W1 7-27 AL \\ \ sheet 2 of 6 WINDOW DIMS. WIDTH (W) LENGTH (I 24" W. 36" 42" 48' 78" 54" 63-1/4" 72' 24" W. 36" 42" 48' 54" 60- 63-1/4" 66" 72" 24' 30" 36" 42' 48- W 60" 63-1/4'. 66" 72' 24" 30" 36' 42" 48' 54" 60' 63-1/4- 66" 3-1/4"66" 24" 30" 36" 42" 48' 54" 60' 63-1/4' 24' 30' 36' 42' 48' 54' 60" 63-1/4.- 84" 90" 96' 102" 103-1/4 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYPE 'G2' & WINDOW DM. GLASS TYPES '02' & 'G21' GLASS TYPE 'GL- GLASS TYPE 'Gii WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24' 30" 36" 42' 48- 54" 60' 63-1/4" 66" 72" 42" 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 8010 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 24" W. 36' 42" Q. 54" 60" 63-1/4" 66" 72" 48' 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 75.0 90.0 65.6 91.9 75.0 75.0 75.0 90.0 65.6 91.9 75.0 75.0 75.0 90.0 65.6 91.9 75.0 75.0 75.0 90.0 65.6 91.9 75.0 75.0 75.0 90.0 65.6 91.9 75.0 75.0 75.0 90.0 65.6 91.9 24" 30" 36" 42" 48" 54" 60" -63-1/4" 66" 72" 54" 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 80.0 90.0 75.0 7V7656.07 105.0 7 75.0 90.0 65.6 91.9 6 75.0 87.8 58.3 81.7 6 75.0 87.8 58.3 81.7 6 75.0 87.8 58.3 81.7 6 75.0 75.0 - - 66.7 1 66.7 75.0 75.0 - - 24' 30" 36" 42" 48" 54" 60" 63-1/4' 66" 72" 60 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 75.0 90.0 65.6 91.9 66,7 66.7 75.0 87.8 58.3 81.7 60.0 60.0 75.0 75.0 - - 60.0 60.0 75.0 75.0 - - 60.0 60.0 75.0 75.0 - - 60.0 60.0 75.0 76.0 - - 24" W. 36" 42" 48' 54" 60' 63-1/4" 66" 72- 66, 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 75.0 90.0 65.6 91.9 66.7 66.7 75.0 75.0 - - 60.0 60.0 75.0 75.0 - - 56.9 56.9 75.0 75.0 - - 54.5 -54.5 71.9 71.9 - - - - 71.9 71.9 - - 24" W. 36" 42" 48" r,O" 63-1/4" 66" 72" -70-- 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 75.0 90.0 65.6 91.9 66.7 66.7 75.0 75.0 - - 60.0 60.0 75.0 75.0 - - 56.9 56.9 75.0 75.0 - - - - 71.9 71.9 - - - - 65.9 65.9 - - WINDOW DIMS. WIDTH (W) LENGTH (I 24" W. 36" 42" 48' 78" 54" 63-1/4" 72' 24" W. 36" 42" 48' 54" 60- 63-1/4" 66" 72" 24' 30" 36" 42' 48- W 60" 63-1/4'. 66" 72' 24" 30" 36' 42" 48' 54" 60' 63-1/4- 66" 3-1/4"66" 24" 30" 36" 42" 48' 54" 60' 63-1/4' 24' 30' 36' 42' 48' 54' 60" 63-1/4.- 84" 90" 96' 102" 103-1/4 DESIGN LOAD CAPACITY - PSF GLASS TYPES GLASS TYPE 'G2' & 'G2i 'Gl' EXT.(+) INT.(-) EXT.(+) 114T.(- 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 75.0 75.0 66.7 66.7 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - - 71.9 71.9 - - 65.9 65.9 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 BO.0 90.0 75.0 75.0 75.0 75.0 66.7 66.7 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - - 71.9 71.9 - - 65.9 65.9 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - - ` 75.0 75.0 . - - 71.9 71.9 - - 65.9 65.9 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - - 71.9 71.9 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 75.0 75.0 80.0 90.0 75.0 ,., . 75.0, 80.0 90.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 - - 75.0 75.0 75.0 75.0 75.0 GLASS TYPE 'Gii 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'G2' & 'G2i' GLASS TYPE 'Gi' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(- 24' 30" 36" 42" 48" 54" W. 108, 75.0 75.0 80.0 90.0 75.0 75.0 80.0 90.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 24" W. 36" 42" 48" 54' 114" 75.0 75.0 80.0 90.0 75.0 75.0 60.0 90.0 75.0 75.0 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 24' 30' 36" 42" 48" 54" 120" 75.0 75.0 80.0 90.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 - - 75.0 75.0 - - 75.0 75.0 - I - 75.0 75.0 GLASS TYPE 'Gii' XT.(+) 1NT.(- 75.0 105.0 75.0 105.0 75.0 105.0 75.0 105.0 75.0 105.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE- _ BASED ON ASTM E1300-09 (3 SEC. GUSTS). -- J WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Approved as coniptying wid, the Florida Building Code Date IO zG•'1 Mianv Dade Product Control By --s- V� W N I n Z ti 3 c to Qf �ry 01 O W N` I V N �Nh 7 ei cy ffl p IL a C D Q W a W to 0 Z0O E {.amu. Q W 01 it !- f � o � U � J • • a• X V) �•• • >- 0• • • rn cl_ ;a p o I7 .,n Z �•00 • o. w O cv •:% w U ,) Ld In W 00m W L i o a � i I _ No. 10592 :e_ a y m TE OF IN- drawing no. R1o�.•' �o�, W17-27 lip III 9�I1sheet 3 of 6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'G2' & 'G2i GLASS TYPE -GI- GLASS TYPE 'Gli' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) DCI.(+) 1NT.(-) 19-1/8" 26-1/2" 32-38-3/8`, 37" 53-1/8" 63" 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75:0 • 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 26-1/2' 32' 37" 53-1/8- 63' 50-5/8' 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 71.1 71.1 75.0 90.0 62.2 87.1 71.1 71.1 75.0 90.0 62.2 87.1 19-1/8' 26-1/2- 32" 37' 53-1/8- 83" 63" 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 BO.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 67.8 67.8 75.0 89.3 59.3 83.0 57.1 57.1 75.0 75.0 - - 19-1/8" 26-1/2' 32" 37' 53-1/8" 63" 4-1 /4" 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 Jill 0.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 75.0 75.0 80.0 90.0 75.0 105.0 67.8 67.8 75.0 75.0 - - - - 75.0 75.0 - - 19-1/8" 26-1/2" 32" 37" 53-1/8" 63" 96- 75.0 75.0 80.0 90.0 75.0 105.0 . 75.0 75.0 80.0 90.0 75.0 105.0 ' 75.0 75.0 60.0 90.0 75.0 105.0 75.0 75.0 75.0 75.0 - - - - 75.0 75.0 - - - I - 75.0 75.0 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE- _ BASED ON ASTM E1300-09 (3 SEC. GUSTS). -- J WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Approved as coniptying wid, the Florida Building Code Date IO zG•'1 Mianv Dade Product Control By --s- V� W N I n Z ti 3 c to Qf �ry 01 O W N` I V N �Nh 7 ei cy ffl p IL a C D Q W a W to 0 Z0O E {.amu. Q W 01 it !- f � o � U � J • • a• X V) �•• • >- 0• • • rn cl_ ;a p o I7 .,n Z �•00 • o. w O cv •:% w U ,) Ld In W 00m W L i o a � i I _ No. 10592 :e_ a y m TE OF IN- drawing no. R1o�.•' �o�, W17-27 lip III 9�I1sheet 3 of 6 TYPICAL ANCHORS r1 r nICT 9 _ n METAL STRUCTURE PROPERLY SECURED 1BY WOOD BUCK (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEVS. FOR SPACING �I -------------------- r -- EDGE I MIAMI—DADE COUNTY APPROVED I I I MULLION & MULLION ANCHORS I DIST. i SEE SEPARATE NOA I EDGE DIST. I I II II I I �---- ---- --- - —J� W U 2J TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING Apniuvva :t;:.iunp;ying with the Florida Building Ctmk Date 16 12.6 11 NOMI 1`j •- o G t r`G 1 Miami Dade Product Cimmo! By W TYPICAL ANCHORS "'E ELEV. )R 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) • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)• THRU 1BY BUCKS INTO CONC. OR MASONRY • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) . 1-1/4" MIN. EMBED.. INTO_' MASONRY (JAMBS) • DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCK (JAMBS) • J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 0.70592 _ A E OF �1 �� '•. O 1AYONAL K. W rd I n Z 0 C X °j n z W Q 0 oa o N C N M U mcg u. Q�,N� v M c'°o >mEm8 p ano .4 �1 0 aWmU.IF N Q W mm N � O J U J • v .�. M .. v UJ - 0 1Q-— co O • yNj i I r� n I' Z •• m w p c,?-vj• j-' LIE1 U Ln Uj a 0 LLI oo : n � � N � O \ ~ d � drawing no. W17-27 sheet 4 of 6 00000• 0. 00000• 00000• 00.00 0000• 0000:00 0 0000•• •0000. 0 lb TYPICAL ANCHORS MIAMI—DADE COUNTY TYPICAL ANCHOR APPR,D CUPPED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. AHJ TO VERIFY ADEQUACY FOR SPACING OF END LOAD ANCHORS I� I II II EI II 2 I� �I II II I I I I EXTERIOR t WINDOW WIDTH WINDOW WIDTH ECO FIXED WINDOW ECO FIXED WINDOW OR NOA APPROVED WINDOW OR NOA APPROVED WINDOW ICAL ANCHORS ELEV. SPACING PROPERLY SE ley WOOD (SEE NOTE SH Approved as complying with the Florida Building Code Date 10 NQAl1 - d II Miami Product Control By rR WOOD WOOD STRi Mm 1/4- MAX. SHIMS 0 w r N I r Z M� 3 01- m �F z S �w m a Q f N 0. O W Cm OV N N� a0 o -v) O 0 IL a + 0°�� QW IL L J 0 too c� Q W t11 F- N 0 tj u) J• 'YPICAL ANCHORS • • • • • EE ELEV. ••• • • OR SPACING 3 ••••sr� ••••i• *so elm uJ LLJ f_ a iL 40 • • ••• � ��• ••i••• • Z • �•• •� 0r-1 co p�`3 •� • LO • • ku LL' 0 C.4 SA to W o60 2 W VGENS j' o. 70592 A •,® �� EOF -40 ID n ��attrrlt►��` TYPICAL ANCHOR SEE ELEV. 1/4" SHIM FOR SPACING PROPERLY SE ley WOOD (SEE NOTE SH Approved as complying with the Florida Building Code Date 10 NQAl1 - d II Miami Product Control By rR WOOD WOOD STRi Mm 1/4- MAX. SHIMS 0 w r N I r Z M� 3 01- m �F z S �w m a Q f N 0. O W Cm OV N N� a0 o -v) O 0 IL a + 0°�� QW IL L J 0 too c� Q W t11 F- N 0 tj u) J• 'YPICAL ANCHORS • • • • • EE ELEV. ••• • • OR SPACING 3 ••••sr� ••••i• *so elm uJ LLJ f_ a iL 40 • • ••• � ��• ••i••• • Z • �•• •� 0r-1 co p�`3 •� • LO • • ku LL' 0 C.4 SA to W o60 2 W VGENS j' o. 70592 A •,® �� EOF -40 ID n ��attrrlt►��` •. 3.313 1.813 Ut WINDOW FRAME .oso .375 L1.238 �I O FRAME COVER 803 050 .81�_ _U LI �- .078 1.004 O O GLAZING BEADS (LAM. GLASS) .13� � � 803 .050 .811I3 -o-1 �-.078 1.004 O4 4A GLAZING BEADS (INSUL. LAM. GLASS) ITEM PART QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 E351 4 WINDOW FRAME 6063—T6 v •o 2 E352 4 FRAME COVER RIGID PVC — 3 E353 4/ LITE GLAZING BEAD (LAM. GLASS) 6063—T6 — 3A E355 4/ LITE GLAZING BEAD (LAM. GLASS) 6063—T6 — 3B J8 X 1-1/4" AS REQD. BEAD FASTENERS, AT 5" FROM ENDS & 13" O.C. MAX. ST. STEEL FH SMS 4 E354 4/ LITE GLAZING BEAD (INSUL LAM. GLASS) 6063—T6 — 4A — 4/ LITE GLAZING BEAD (INSUL LAM. GLASS) 6063—T6 — 5 — AS REQD. EXTERIOR GLAZING GASKET VINYL DUROMETER 70±5 SHORE A 6 #10 X 1-1/4" 2/ CORNER ASSEMBLY FASTENERS ST. STEEL HWH SMS 7 — 2/ LITE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) EPDM DUROMETER 80±5 SHORE A 8 — 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) EPDM DUROMETER 80±5 SHORE A 9 FLB-50 AS REQD. GLASS SPACER — 1/8" HIGH SILICONE FRANK LOWE ;fro' ed as complying with dt Florida Building Cak Gate C NOAH 1"7��tS •ai m uni LYede Prod (tCues ontrol By V0 w n N 1 n Z O al / IL 'I O N O Oyn vo -A P7 0'a 8 O a0a 1" LONG V—GROOVE WELDS ER4043 ALLOY ``\`��11Ilrrrrii�i LJl=1al I I I ) CENSF' � c a I \1� 92 O T LI 94 'O V OF °�� drawing no. '� • °`°�P'' ° W17-27 lilt1\�� sheet 6 of 6 ... o • rn. • .•• N v •o • •• p X UJ • �-• • • • } • • rn •••I O£ :•• t eli 5 Z g LO W L,1 0 ONJ Le) bi 00 M 1" LONG V—GROOVE WELDS ER4043 ALLOY ``\`��11Ilrrrrii�i LJl=1al I I I ) CENSF' � c a I \1� 92 O T LI 94 'O V OF °�� drawing no. '� • °`°�P'' ° W17-27 lilt1\�� sheet 6 of 6 is M lAHI MADE NIIANII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and./ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the Hieh Velocitv Hurricane Zone. DESCRIPTION: Series "Eco -Guard 560" Aluminum Proiect Out Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and. sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. 7 z NOA No. 17-1011.25 MIAMFDADE COUNTY 2414 ! / Zpl Expiration Date: May 26, 2021 Approval Date: December 21, 2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.05) 2. Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. S; Ani 2.h a4:P Wang Zhao, P. E. Product Control Examiner NOA No. 17-1011.259 Expiration Date: May 26, 2021 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' F. STATEMENTS(CONTrnUED) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.05) G. OTHERS 1. Notice of Acceptance No. 13-0206.06, issued to Eco Window Systems, LLC for their Series "Eco -Guard 560" Aluminum Projected Out Window — L.M.I., approved on 05/02/13 and expiring on 05/26/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5' Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.09, issued to Eco Window Systems, LLC for their Series "Eco -Guard 560" Aluminum Projected Out Window — L.M.I., approved on 07/02/15 and expiring on 05/26/21. s'A'",j' zhan Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.25 Expiration Date: May 26, 2021 Approval Date: December 21, 2017 E-2 I FALSE MUNTINS (SURFACE APPLIED) MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUST AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WOW. WIDTH WDW. HEIGHT 19-1/8, 53-1 8" 26-1/2" 53-1/8" 32" 53-1 8" 37" 53-1 8" 42" 46-3/4' 48" 40-7/8- 0-7 8"3-1 3-1/8- 8" 37" MAXIMUM DESIGN LOAD RATING = + 70.1 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 70. PSF 7" MAX HEAD/SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO—GUARD SERIES -560 ALUMINUM PROJECT—OUT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED 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 MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ON ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDAI THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACI 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. WINDOW WIDTH 51 1/8 - VENT /8"VENT WIDTH 45 1/2" D.L OPG it / \ y II/ \II rt= --- ----»--'l -_-_ / 2 � Z Co In 9 3/4" HEAE SILL 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB `FBy 'kuraray America, Inc.' \ � r-1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE `A' oa az ID 0 U LOCKING POINTS SEE CHART WOW. HEIGHT EE OF KEEPERS UPTO AT SASH 26" 2 3a-3/8- 3 50-5 8" 4 53-1/8- 4 00 N 2 0 L � o - 1 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREWD. GLASS .090" Interlayer Trosifol PVB By 'kuraray America. Inc.' 1/8" HEAT STREN'D. GLASS SILICONE FDOW CORNING 899 or 0 W_ 9 GLAZING OPTIONS WINDOW WIO 35" VENT WIDT 29 3/8" D. L OPG. 12 1/2" HEAD SILL Cn M L5 �o 0 • 6" MAX. • HEAD/SILL CORNERS SETTING BLOCKS AT I LAM. GLASS AND INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS _ II `�111111IfI��' 20 ♦♦ ♦ ® A AT 1/4 POINTS ALL SIZES GLASS TYPE 'AA' 'o:;0. tFt Florida E OF RIop. x ----- IYAL Clq (jOD c •w U) .. ,. • s V W•• L,:• O on U) coo ; u3 - Z 3:' r6-• 0006* Q 3 z� a o O N W Lg 00 00M W (sheet 1 of 6 1 La7rlM11L-4I 3 TYPICAL ANCHORS SEE ELEV. w FOR SPACING WOOD BUCK EDGE METAL r-------------------� DIST. STRUCTURE 1 I MIAMI -DARE COUNTY APPROVED I I m n° a• j I MULLION & MULLION ANCHORS I j EDGE g d c SEE SEPARATE NOA 11 I a Q II II DIST. o I EDGE � I I DIST. I I ey p --- _ _---- --- JJ _I W1. x TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. 0 SEE ELEV. FOR SPACING FOR SPACING FOR SPACING . I Y v TYPICAL ANCHORS SEE ELEV. - FOR SPACING EDGE DIST. o w 0 I Z °D 0� x o - G U N �o LL G h vol; o m Q ano o ZO n Z W t9i LOUL TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy--1555 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 28Y WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 3 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) v DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ••(M,i 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) V) �00l > &0 X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) -- "` INTO METAL STRUCTURES -(HEAD/SILL/JAMBS) •. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3:� C).. ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE O r (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) WOOD BUCK TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc — 3000 PSI MIN. vxf C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I"m = 2000 PSI II All �Ll . _ _.. _ _00 ...\-111I11fi.. . I Y v TYPICAL ANCHORS SEE ELEV. - FOR SPACING EDGE DIST. o w 0 I Z °D 0� x o - G U N �o LL G h vol; o m Q ano o ZO n Z W t9i LOUL i s .70592 •' ._ ..: air,• �, 11-IotGaS X. TE OF 0000 •cl\� drawing no. W 1 1-08 sheet 2 of 6 0000.. 0000•• 0000.. 00.00 09000 0000.. 0000.. N U � • ..0. 3 Vj ••g v ••(M,i w V) �00l > &0 • • • .� (nip •. A 3:� C).. • _ O o � Lo 0 00 of • 3 • •• 0 Z L a � O r o U �w W 'o � ' Al) i s .70592 •' ._ ..: air,• �, 11-IotGaS X. TE OF 0000 •cl\� drawing no. W 1 1-08 sheet 2 of 6 0000.. 0000•• 0000.. 00.00 09000 0000.. 0000.. TYPICAL A SI FOR uj S 51 1 /4" MAX. BUCK AL ANCHORS -LEV. SPACING MIAMI -RADE COUNTY APPROVED MULLION SEE SEPARATE NOA ii IF II II I! II I I I I WINDOW WIDTH TYPICAL ANCHORS - SEE ELEV. FOR *SPACING WINDOW EXTERIOR 1/4- MAX. 'py -5 s- .._""" •""� w�� FOR SPACING \\ � • • ViceNSF' .70592 =_ TE OF Rl ft�AL u0 U W O I Z oMEN � 3 9d �p� C U J\' LL �Nf- G ui d O ado g um) 0 t ZU)- o �8 ms .r � a 0 U � • • •..� 0000.. , 94 c . .• G •• ,Q) W .000.• 0 •. � 0000•• •6 •• � Q (Qs�0•• 00 .. 03 • 3 S �•N 4`4`i•6. •00.64` • • Q m I J Z ti, Ione , 0000•• •.. m .4`60.0 � Q cV •Y (n w 000 m s \\ � • • ViceNSF' .70592 =_ TE OF Rl ft�AL EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. t d 7 O EDGE DIST. D5 5 � -------------------- EDGE DIST. Fr-------- — --- —— --�, METAL j I MIAMICOUNTY APPROVED 1 � STRUCTURE I I MULLION ION & ae MULLION ANCHORS I I SEE SEPARATE NOA I� EDGE jl DIST. I I� jl 15 \ N TYPICAL ANCHORS, L.,J I TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 1/4' MAX. Io SHIMS I TYPICAL ANCHORS o SEE ELEV. FOR SPACING ' . ' e • d A 4 d p 4. 4 e e 4 w •d 4 4 . INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ALT. a<,Ci7Y3 l:i j'4Y3 *y with th FlOf ida ration i»a�Y •�� y z:,,j fbade V0 w a I Z 00 3 Q ? N I a � IL 02 O 41 N 0 O Nm CA O C" O 0 EL S Ntn� O JZ05 Q LLI M ' • r, p • 3 V)LLJ •• •• •� � • • � iii F-- cp • • (1j co • • Z•m• C, 004 J NwomH N "C • � � N r o O � :�— •S u r 6.' SATE OF •�q�� drawing no. c®R1D.,W 1 1-08 X_ O FRAME HEAD/SILL/JAMB —2.354 1.330 ---I 21 2.094 .372 .062 2.813 .896 719 .59r� 0 1.582 —J 2.688 O2 VENT .os2 519 .500 ��—� 69 2.611- .803 .045 �-t , 15 FLUSH FRAME ADAPTER 1.047 ( GLAZING BEAD (LAM. GLASS) -q p-.130 .803 .045 L1.172 3A GLAZING BEAD (INSUL. LAM. GLASS) .245 .780 —� .120 �I .720 I- O SNUBBER - VENT in Q CORNER KEY 3 .245 .780 —.120 T � -7 1.2ss 8 SNUBBER - FRAME ITEM PART j QUANTITY DESCRIPTION MATERIAL MANF./SUPPInM/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 - 2 E502 4 VENT 6063-T6 - 3 FYI 08 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 3A E505 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 4 E508 AS READ. SNUBBER - VENT, FULL LENGTH 6063-T6 - 4A E509 AS READ. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T6 - 7 #10 X 1-1/4" AS READ. FRAME AND VENT ASSEMBLY SCREWS - H WS SMS 8 E203 AS READ. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGES ST. STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8' SDS 11 13096.92 1 MULTI POINT LOCK SYSTEM - TRUTH 12 31964.92 AS REQD. IKEEPER STEEL TRUTH 13 52.13.012 1/ VENT ROTO OPERATOR Z.AMAK/STL TRUTH, AT 12' FROM ENDS 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 2 ANTI SAG SKATE, AT 4-1/2" FROM EACH END NYLON M&M PLASTICS 17 #10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS - - 18 #8 X 3/4" AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. 19 - AS REQD. SETTING BLOCK, 3/16" X 3/4" X 4" LONG EPDM DUROMETER 80±5 SHORE A 20 FLB-50 - GLASS SPACER - 1'/8" HIGH SILICONE FRANK LOWE 21 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL • SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT EACH JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP CORNERS FASTENED WITH (3) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #10 X I- P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI—SAG SKATES: NYLON ANTI -SAG SKATES BY 'M&M PLASTICS' (2) AT BOTTOM RAIL AT 4-1/2" FROM ENDS EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. U108 ro 0 i o ' �uj �cq a to I a� Na oo�$� o O N (7 U N }O$N1% y �LJ r'I OaaG O4� I H O (o �LU ZfA� o .I a m Q S 4699 R I a •.. 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