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WS-19-223Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-01-19-223 PG Permit Type: Windows/Slitters Vo,Classifrcatfon Window/Door Replacement Permit Status: Approved Issue iDate- 01/31/20191 Expiration:07/30/2019 Location Address Parcel Number 9376 NE 9TH PL, Miami Shores, FL 33138 1132060070020 Contacts RICARDO BORGE Owner PRESTIGE WINDOWS & DOORS Contractor 9376 NE 9 PL, MIAMI SHORES, FL 33138 CRISTINA SCAVUZZO Other: 3055867588 5500 NW 161 St, Miami Gardens, FL 33014 Business: 3058205999 Description: REPLACING 14 WINDOWS AND 6 DOORS TO Valuation: $ 38,963.00 Inspection Requests:305-762-4949 IMPACT Total Sq Feet: 0.00 .J Fees Amount Application Fee - Other $50.00 CCF $23.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $7.80 Scanning Fee $12.00 Technology Fee $7.50 Windows/Shutters Fee $250.00 Total: $358.20 Payments Date Paid Amt Paid Total Fees $358.20 Check # 4963 01/31/2019 $358.20 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, s ants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFIN and S MING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information/As accurate and hat all WWork will be don in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abdve nam�contr ct r to do the work stated. l . I 1i i/I 1 Authorized Signature: Owner / Applicant / Contractor / i Date January 31, 2019 Page 2 of 2 RECEIVED J N 3 12019 Miami Shores Village 1 t BYE 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 BUILDING Master Permit No. 9 PE MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: -1374P IV G 9 a City: Miami Shores County: Miami Dade Zip• Folio/Parcel#: )I— 320*-00i— 0020 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C CA. jo 60011- Phone#: Address: NE 9 to/ City: M I &m S�yyre s State: F/00 C/111 Zi p: 3a13g Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Ifdowb a -met Phone#: aC6 24D-S227 Address: 17 ��— city: State: rl`d.Zip: 330I q Qualifier Name: '►�7hA SGca/t122o ,Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Archltect/Engineer: 5nine-eei,-Ss Phone#: 2S 1/-354/- O(o Loa Address:_ 1 & 0 b W 12- 1441! 0(00City: p,,-4:�ield State: _Zip:72 yZ/2 Value of Work for this Permit: $ % % Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: I��I-��G f 11'1 i4J;r1(c(,ui Anot (D dOpV-S —�- Jrru,,4-ct Specify color of c for thru tile: Submittal Fee $ _ Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ CCF Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ _ (RevisedOZ/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit, with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low 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 inspect1 which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not opprov nd a reinspe Lion fee will be charged. Signature Signature OW ERorAGENT CONTRACT The foregoing instrument was acknowledged before me this day of -� V� 20 % by cc-,r o DrD who is persoonnally�known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: Notary Public State of Florida Kristen Scavuzzo ' My Commission GG 282163 or Expires Expires 12/05/2022 APPROVED BY as The foregoing instrument was acknowledged before me this _1_ day ofCTL)"-e 20 �Gl by (5'I Sfi!'i>-- Sc�UZ ?D , who is p sonal y no to me or who has produced as identification and who did take an NOTARY PUB C: E FERN Si g &,ER22 1 ^7 — Print• m`5 • OQ � j� A •.dyp0-1ded thilblc e �.' S!;Z' 1C' STAZ�OR �� Plans Examiner Structural Review Zoning Clerk (ReviSed02/24/2014) Summary Report Property Information Folio: 11-3206-007-0020 Property Address: 9376 NE 9 PL Miami Shores, FL 33138-2972 Owner MARIA E NAVARRO RULL JTRS RICARDO BORGE JTRS Mailing Address 9376 NE 9 PL MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,932 Sq.Ft Lot Size 9,225 Sq.Ft 11953 Year Built Assessment Information Year 2018 2017 2016 Land Value $249,178 $249,178 $258,077 Building Value $152,396 $153,517 $154,638 XF Value $1,301 $1,315 $1,330 Market Value $402,875 $404,010 $414.045 Assessed Value $402,875 $404,010 $414,045 Benefits Information Benefit Type 2018 2017 2016 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description REDDING HEIGHTS SUB PB 45-84 LOT 2 LOT SIZE 75.000 X 123 OR 20934-4192 12 2002 1 COC 21900-2991 12 2003 1 Generated On : 11/21/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $352,8751 $354,010 $364,045 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $377,875 $379,0101 $389,045 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $352,875 $354,0i0j $364,045 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $352,875 $354,010 $364,045 Sales Information Previous Price O Book- k Qualification Description Prev 9 12/30/2014 $426,000 29461-4084 Financial inst or "In Lieu of Forclosure" stated 01/21/2014 $370,000 29027-4947 Financial Inst or "in Lieu of Forclosure" stated 12/01/2003 $445,000 21900-2991 Sales which are qualified 12/01/2002 $300,000 20934-4192 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:llwww.miamidade.gov/info/disclaimer.asp Version: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifi wner i e Date Cr\skmQ Sxa�Uzzo Print Name C(f RESTIGE 1132 Commerce Way, Miami Lakes, FL 33016 Do www.prestigewindoor.com LICB CBC1251687 9❑ WINDOWS & DOORS CONTRACT W W W. P R E S T I G E W I N D O O R. C O M Po # Prestige Rep: Jakob Muller Date: 11 /15/18 CUSTOMER INFORMATION Name: Ricardo BorQe Address: 9376 NE 9th Place Miami Shores FL 33138 Phone: 305 570 7991 Email: Ricardo.Borge@comcast.net WINDOW AND DOOR REPLACEMENT SPECIFICATIONS Please see attached window and door breakdown Window Manufacturer(s) CGI Door Manufacturer(s) CGI / THERMATRU / AMARR Total # Of Windows 14 Total # Of Doors 6 Quote # Frames [White ESP Aluminum © Bronze ESP Aluminum 0 Clear Anodized Aluminum ❑ Other 0 White Vinyl ❑ Bronze Vinyl []Two Tone Vinyl (Bronze Ext. / White Int.) Glass Type R Laminated Impact Glass El Insulated Laminated Impact Glass Glass Color ❑ Clear (no tint)$I Grey [3 Bronze 0 Clear LoE 366 ❑ Other _ Grids M Yes ❑ No (If Yes, Please Specify Design and Windows/Doors receiving grids) Screens N Yes 0 No Operable windows and sliding glass doors, ONLY. Swing Door Hardware Color []Satin/Brushed Nickel 00iI-Rubbed Bronze ❑ Polished Brass (not avollableforall doors) Handle Style and Color will be different depending on manufacturer, please see attached handle confirmation sheet. J Additional Products DESCRIPTION OF WORK • Remove old windows and doors. • Clean and inspect openings. • Install new windows and doors. • Anchor with approved tapcons. Caulk and seal inside and out. • Clean work area. • Sweep/vacuum all work areas • Haul away old windows, doors and debris for proper disposal. • Patch perimeter stucco and Interior dry wall where necessary. • Perimeter caulking on stuccoed areas (we caulk before the stucco). • Assist In moving furniture for install and assist In restoring to original location once opening completed. • Cover and protect furniture during Install. • Coordinate all inspections as required by agencies having jurisdiction over the work. • Provide partial release of lien with every invoice, if necessary INCLUDED Standard Installation, Standard Engineering, Drawings, Permit Processing and Permit Fees EXCLUDED Floor/tile repair, painting, alarm repair, major stucco repair, window sill replacement, curtain removal and replacement, additional engineering letters and special inspections if required by City/county. SECURITY BAR, SHUTTER, AND AWNING REMOVAL ®included IN Not Included NOTE If on existing shutter does not allow for the Installation of the new window/door and PURCHASER does not want to remove the shutters, Prestige Windows and Doors will remove at no additional cost but PURCHASER Is responsible for reinstallation of shutter. B232 Commerce Way, Miami takes, FL 33016 P:305-820-5999 www, pre st lgew lndoo r. com LICg COC1251687 CONTRACT SECURITY BAR, SHUTTER, AND AWNING REMOVAL (CONTJ Removal of security bars, galvanized steel panel shutters, and awnings is an additional $100 per opening, removal fee includes touching up the stucco ONLY in areas where the security bars, shutter screws, and awnings are removed, Aluminum panel and accordion shutters removed and kept by installers, including tracks, is FREE of charge LEAD TIME Upon contract signing, lead time is approximately 6 to B weeks. Delays of permit process, manufacturing, and HOA approval may extend lead times. Coral Gablesl Mlaml Beach Customers: Lead time does not include permit approval process, can be up to 30 days. Manufacturing cannot occur until permit is approved. INSTALLATION Approximately 3 to S windows per day or 1 door per day depending on project size NO OPENING WiLL BE LEFT OPEN OVERNIGHT, WHATEVER 15 OPENED WiLL BE CLOSED. WARRANTY RESOLUTION Payment cannot be held due to stress cracks, manufacturer backordered materials, or manufacturers errors/defects. These are considered warranty Issues and will be handled by our service department through the manufacturer's warranty process. FINANCING All financing documents to be signed at delivery. Lender will not fund until final Inspection has passed. Delivery will not occur until financing documents are signed. PACE PROGRAMS PACE financed projects require a 10% refundable deposit. The deposit will be refunded once PACE finance company has funded Prestige Windows and Doors. HOA APPROVAL REQUIRED ❑ Yes R No NOTE HOA approval process may take up to 30 days, orders CANNOT be placed without written approval from HOA/Marrugernent Company, Management Company Contact Information Materials, Installation, and Sales Tax: $ 37,713.00 )]Credit terms arranged for balance due Permit, Processing, Engineering, Drawings: $ 1,250.00 If I nancne is cancelled, cash termslapply: Grand Total: $ 38,963.00 50% deposit / 40%delivery/ 30% mmpletlon Proposal pricing valid for 30 days © Credit Card (Auth. Form Attached) Spa/a Deposit Upon Acceptance: $ 19,4811.50 1ACash /Check it 40% Payment Due on Delivery: $_15,585.20 (there is a$35 fee for any unpaid/returned check) 10% Balance on Passing of final Inspection: $ 3,896,30 _ The above prices, specifications, terms and condidonsare satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as Indicated above. Pricing subject to change based on findings at production measurements. Latent material defects are not included in this contract. Materials remain the sole property of prestige Windows a Doors until the job Is paid In full. tf It becomes necessary for Prestige Windows & Door, to employ a collection agency and/or paontey to collection this bill, I undersigned, agree to pay all court costs and attorney fees. Any alterations or deviation from agreed plans involving extra costs will be executed only after written and signed changed order and will become an additional charge. BUYERS RIGHT TO CANCEL All work on the above -mentioned property herein will be performed In a timely andprofesslonol manner. Buyer may cancel thIvAgreement by providing written notice by US Certljled Mall, ReturnReceipt Requested to Prestige Windows. This cancellorlon mast be written In Engilsh and postmarked before midnight of the Sind business day after you sign this agreement. For the purposes of this Agreement, a "Business Day" Shay Include Monday through Saturday butshall not Include Sundays crony legal holiday an which the Postal Service does not deliver. if the right to cancel period expires, the PRESrtGE's contract may not be can ceded by the homeowner or applicant. The total amount of the contrail maybe collected by PRESTIGE; and if any court action Is needed, the buyer will be responsible for any costs Incurred to enforce this agreement IN WITNE5S WHEREOF, the Parties acknowledge and agree to the terms of thls Contract arid, Intending to be legally bound hereby, have hereunto set their hands and seals as of the date herein. Only terms written In this Contract and approved by Prestige management will become partof this Contract. NO VERBAL COMMITMENTS FROM SALES OR OTHER PRESTIGE REPERENTATIVE WiLL RE HONORED PURCHASER 12-.- l (�QDATE -irl 20 if, PRINT PRESTIGE REP DATE 1 1 /15/18 PRINT akob Muller Job Description: Replacing 14 Windows 6 Doors to Impact. L G 17. 18 BEDROOM 3 EGRESS 19. BATHROOM 2 BEDROOM 1 20. EGRESS 1. 1. 1. RICARDO BORGE 9376 NE 9TH PLACE MIAMI SHORES, FL 33138 11. 10. 9. 12. FAMILY ROOM 13. 14. 8. 15. ■ DINING KITCHEN 7. 16. ROOM BATH ROOM 1 BEDROOM 2 6. EGRESS LIVING ENTRY ROOM 2. 3• .... GARAGE �: •; :•••:• .••;;. 4. .... ..... • r Home Owner IRicardo Borge Address 9376 NE 9th Place Miami Shores, FL 33138 Date 01 /29/19 MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) Window/d oor replaced? Product Approval # Allowable pressure see NOA Shutter required? (y/n) Product rated for Location of openings + sf - nsf 1 SH 37 50.5 y 17-1018.08 75 75 n y Bedroom 1 1 SH 37 50.5 y 17-1018.08 75 75 n y Bedroom 1 1 SH 37 50.5 y 17-1018.08 75 75 n y Bedroom 1 2 HR 93.25 62.5 y 17-0918.09 65 65 n y Living Room 3 SFD 37.25 78.5 y 17-1226.05 80 80 n y Entry 4 GARAGE DOOR 96 84 y 18-0725.02 51.1 60.3 n y Garage 5 FW 47 47 y 17-0918.07 61.3 61.3 n y Garage 6 HR 108.75 62.75 y 17-0918.09 65 65 n y Bedroom 2 7 SFD 31.25 78.625 y 17-1226.05 80 80 n Kitchen 8 SH 37 50.25 y 17-1018.08 75 75 n y Family Room 9 SH 36.875 50 y 17-1018.08 75 75 n y Family Room 10 SH 36.875 50 y 17-1018.08 75 75 n y Family Room 11 DFD 61.5 80.75 y 17-1226.05 80 80 n y Family Room 12 DFD 61.5 80.75 y 17-1226.05 80 80 n y Family Room 13 DFD 61.5 80.375 y 17-1226.05 80 80 n y Family Room 14 FW 36.75 74.875 y 17-0918.07 78.2 78.2 n y Family Room 15 HR 93.25 62.75 y 17-0918.09 65 65 n y Dining 16 SH 36.5 37.75 y 17-1018.08 75 75 n y Bathroom 1 17 SH 36.75 50.5 y 17-1018.08 75 75 n y 113edroom 3 18 HR 93.25 50.5 y 17-0918.09 65 65 n y 113edroom 3 19 SH 36.5 50.25 y 17-1018.08 75 75 n y Bathroom 2 20 CASE 36.75 50.625 y 17-0918.11 74.7 74.7 n y Bedroom 1 • Tube Mullion 1 x 4 50.5 y 18-0129.08 130 130 n y Vertical between 1•& 1• Tube Mullion 1 x 4 50.5 y 18-0129.08 130 130 n V Vertical between 1 V. • • •;. 01/09/2018-12:09Dm inteml Plan Sheet Store\Windows-Doors-ShuttersWOO Wind Chartsl-Reference12017 Windload Charts References12017_b FBC WIND CHART. C 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONE*PRESSURES Mean DESIGN PRESSURES (PSF) - ZQVIE 4 Roof Tributary Area (Sq Ft - -- _ Height 10 20 30 0 5 -40.6 -39. 0 -15 ft + 0.1 38.2 +37.2 +36. 3 -45.1 43.3 -42.2 - 08 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -48.4 -46.4 -45.2 -44.4 -43.7 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -50.3 -48.2 -47.0 -46.1 -45.4 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 -51.9 -49.8 -48.5 -47.6 -46.9 35 ft +47.9 +45.7 +44.5 +43.6 +42.9 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft +49.2 1 +47.0 +45.7 +44.8 +44.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 50 ft +51.6 +49.3 +47.9 +4TO +46.2 -57.1 -54.7 -53.4 -52.4 -51.6 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -58.2 -55.8 -54.3 -53.3- --52.6 60 ft +53.6 +51.2 +49.8 +48. INTERIOR ZONEW, EXTERIOR EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 5 9101 Tributary Area (Sq Ft)30 40 r 50 ft 53.6 50.0 47.9 46.4 45.2 `=15 1 +38.2 +37.2 +36.4 +35.9 � -55.7 -52.0 -49.8 -47.0 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -57.0 -53.1 -50.9 -49.3 -48.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -62.1 -57.9 -55.4 -53.7 2.4 30 ft �1.5 +46.3 +44.3 +43.0 =_ :2 -64.1 -59.8 -57.3 -55* - 35 ft +47.9 +45.7 +44.5 +, 42. -65.9 -61.5 -58.9 57.1 - .6 40 ft +49.2 +47.0 +45.7 ' 4 `. -67.6 -63.0 -60.4 58.5 - 7 b- 45 ft +50.5 +48.2 +46.9 1 +45.9 +45.2 -69.1 -64.4 -61.7 -59.8 -58.3 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 'ft -71.8 -67.0 -64.1 -62.1 -60.6 +53.6 +51.2 1 +49.8 +48.8 +48.0 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ROOF HEIGHT 5 (A) ELEVATION a� m O o REMARKS DRWN CHKD DATE 9 O INIT ISSUE GSS TSB 03/05/1 m 3 REV -ADJUSTED HEIGHTS GSS TSB 04/09/1 i REV 2014 FBC DGM TSB O6/10/1 (n2 UPDATES, 2017 FBC FLB FLB 12/17 Z _ to V cZi THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, m AND SHALL NOT BE REPRODUCED N WHOLE OR PART WRHOUT 0 Fa 3S WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, d u^ ADDITIONS, OR OTHER MARIDNGS TO THIS DOCUMENT ARE NOT VI PERMITTED AND INVALIDATE OUR CERTIFICATION. 3HT EXPLAINED PEAK ROOF HEIGHT MEAN 2 ROOF EAVE HEIGHT ROOF HEIGHT • ISON TF 9_ WIND VELOCITY = 175 MPH L MRH < 60' EXPOSURE ICI BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN MRH =MEAN ROOF HEIGHT (SEE BELOW) UCTIONS FOR TABLE USE: NTIFY THE ZONE OF THE OPENING,AI IOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE BELOW LEFT OR INFOR ON__P OVili DE ERY - ERS. 1.1. ANY QUESTIONABLE PE - TOE NSID RED THE MORE CRITICAL (EXTERIOR) ZONE 5. I 2. IDENTIFY THE BUILDING M VE �H FROM THE LOWEST GROUND ELEVATION. IF MEAN ROOF HEIGHT CANNOT F D, UF5�E�TF{g PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP ItOOF 4% NEXT�7ABLE VALUE. 112. VALID FOR ALL ROOF S60e S-FAR LOP },��'1!l��1``,, EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARY�IREA_FBIiEI?E N(� tN'Qt1 STION AS THE GREATER OF (HEIGHT TH) OR THE SPAN LENGTH (HEIGHT)^ -!-A NE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER //�TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. l4./ READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I ACCORDANCE WITH CODE. S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. F,IVERAL NOTES: A-4.RE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 1 AND CHAPTER 30 PART 1 OR 3, USING THE CRirERIA AS OUTLINED HEREIN. BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY &EXPOSURE SPECIFIED. ' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.CE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH ORBE LE55 RATED LIMITING WIND VELOCITY ABOVE.PHIC FACTOR EFFI FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES ISlDFF:EBED HEREIN. 10. THIS SPECIFICATION DOES NOT- FFER ANNYY (i(iODIRTAPPROVI:O CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH ALS�-F R-DESIGR,STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T B VEftI ACCORDANCE WITH GOVERNING CODES. il. ADHERE TO ALL LOCAL IMPACT ECTIOftt�, NANCES. 12. NO CERTIFICATION IS OFFERED ITV'OF ( HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE HER DDTTi�1N/�L>,'OERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. LEAST HORIZONTAL DIMENSION 5 ' •PN VIEW � • L7M� COMPLEX . gpRVRS • _ C Inm0z0 a° m-I� m In D Zm0000m�m61O r+ ^z'�GIm3DIntn2i m C7 mogcpz DmtA p p O 1--1 p m D 2 1 9 r� D C 3. - ( Z 10z�°DP-r. 21z-4 m 3 mp0mmx.jx>0w0x n -Z-IrD-=OZ6D000 - O D m5ocmOr�„cI . mm (i D71--1 Z-n In L ;00A9ZDL11zzmm D M O 90 -� C) Z O m O m�F z m ri p C Z DD>;0_4 1y0fA ° ° m ,n � In c ° 7o rn O D Tmz�mA.�rzmr = w C7 Z r _ -n 6TH MI110IN ELORIDA.MIEDING CODE ENGINEERING g gN0� o 521 •7017 • EXPRESS @ < a z a � ASCE 7-10, CHAPTER 30 CORFO-e OFFICE: z DE5j61\1'_OAD,i3 P.01 C *TI C;NEN-1�3 & CLADDING 160 SW 12th AVENUE, SUITE 106 ' 'MA<R PMNSHEE DEERFIELD BEACH, FL 33442 P: (954) 354-MO F: (954) 354-0443 CERT OF AUTH #9a85 Z E ! - p � � • • • • • • • • • • • • ' •' • p ^' i H C 1 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS. COM Z m F-L � j00 m WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS FLORIDA BUILDING CODE 6TH EDITION (2017) BROWARD COUNTY FLORIDA 170 MPH EXPOSURE C Door 7 RoofNe 15-41.016 Jesign _MeanressureDoor '� e8 -42.19 7 -41.610 7 7 . 38.7 18 7-1 31.6 -3&2 8 7 16 34.0 -42.7 9 7 33.7 -42.1 10 7 33.5 41.6 16 7 32.3 -39.3 18 7 32.0 -3& 7 6 7 17 34.5 1 -43.3 9 7 34.2 -417 10 7 33.9 -42.1 16 7 32.7 -39.8 18 7 324 -39.2 8 7 18 34,9 •43.8 9 7 34.6 -43.2 10 7 34.3 -42.,7 16 7 r 33.1 40.3 18 7 1 32.8 -39.7 8 7 19 35.3 44.3 9 1 35.0 -43.7 10 7 34.7 -43.1 16 7 33.5 •40.7 18 7 33.2 40.1 8 7 20 35.7 •44.8 9 7 35A -44.2 10 7 35.1 43.6 16 7 33.8 41,2 18 7 33.5 -40.5 B 7 21 36.0 -45.2 9 7 35.7 -44.6 t 0 7 35.4 -44.1 16 7 34 2 41,6 18 7 33.9 -41.0 $ 9 7 7 22 36.4 -45.7 36.1 -45.1 10 7 35.8 -44.5 16 7 34.5 -42.0 18 7 3442 -41A 8 36.7 -46.1 936.4 45.5 1023 M 36.1 -44.9 16 18 34.0 34.5 -42.4 41.$ 7 24 37.1 46b 9 7 38.7 -45.9 J8 10 7 36.4 -45.3 16 7 35.2 42.8 18 7 34.9 42.1 8 7 25 37.4 .46.9 9 7 37.1 -46.3 10 7 36.8 -45.7 16 7 355 -43.1 18 7 35 2 42.5 EXPOSURE Door Width Door Height Mean Roof Height n Pressure _Desi Pasitfire Ne etive 8 8 15 33.2 -41.5 9 8 32.9 40.9 10 8 32.7 .404 16 8 31.5 -3811 18 8 31.2 1 .37.5 8 8 16 33.7 -42.1 8 33.4 4t.5 116 8 33.1 -40.9 8 32.0 -38.6 18 8 317 -38.0 8 8 17 34,1 42.6 9 8 338 4'2 0 10 $ 33.6 41.5 16 8 32.4 -39.1 18 8 32.1 .38.5 8 8 18 34.5 -43A 9 8 342 -42.5 10 8 340 -42,0 16 8 32.8 -39.6 18 8 32.5 39 0 8 8 19 34.9 43.6 9 8 34.6 -43.0 10 8 34A -42.5 16 8 33.1 40.0 16 8 32.8 39.4 8 8 20 35.3 .44.1 9 8 35.0 -415 10 8 34.7 -42.9 16 8 33.5 -40.5 18 8 332 -39.8 8 8 21 35.7 44.5 9 8 35 4 -43.0 10 8 35.1 A'.4 16 a 33.8 -40,9 18 8 33.5 1 -40.3 8 9 8 8 22 36,0R40.7 35.7 10 8 35.4 i 6 8 34.2 18 8 33.9 8 8 23 36.4 -45.4 9 8 36.0 -44.8 10 8 35A -14.2 16 18 8 $ 34.5 34.2 .41.7 -41.0 8 8 24 36.7 45.8 9 8 36A -45.2 10 8 36,1 -44.6 16 8 34.0 -12.0 18 $ 34.5 41.4 8 8 25 37.0 -46.2 9 8 36.7 4"10 8 36.4 45.0 16 8 35,1 -42A 18 6 34.8 -41.8 EXPOSURE D Door Width .Door Hei Mean Roof He 00si n'Pressure i Pos@ive N ative 8 7 15 40.7 -51.1 9 7 40.4 50.4 10 7 40.1 49.8 16 7 38.7 -47.0 18 7 3&3 4&3 8 7 16 41.2 -51-7 9 7 40.8 -51.0 10 7 40.5 -50A 16 7 39.1 -47;6 18 7 387 4&8 8 7 17 41.6 -57,3 9 7 41,3 51.6 10 7 40.9 -50.9 16. 7 39.5 -4&0 18 7 39.2 •47.3 8 7 18 42.0 -52.8 9 7 41.7 -52.1 10 7 41;4 -51.4 16 7 39.9 18 7 38.5 47:8 8 7 f9 42,4 53.3 9 7 42.1 52.6 10 7 41J 51.9 18 7 40.3 �9.0 18 7 39.9 48.3 8 7 2052.4 53.8 9 7 53.0 10 7 *0.3 18 7 49.4 18 7 48.7 8 7 21 412 -54.2 9 7 42.8 53.5 10 7 42.5 •52.8 16 7 41,0 -49.8 18 7 40.6 -49.1 8 7 22 43.5 -54.7 9 7 43.2 519 10 7 42.8 -53.2 18 7 41.3 -60,3 18 7 41.0 -49.5 8 7 23 439 -5&1 9 7 43.5 -54.3 10 7 43.2 -53.7 16 16 7 7 41 7 -50.6 412 49 9 8. 7 24 44.2 -55.5 9 7 43.8 -54.7 10 7 43.5 54.1 18 7 424 P.51,0 18 7 41.8 -502 8 7 25 44.%-559 9 7 44-110 7 43.16 7 42.318 7 4t.9 Notes! 1) Design pressures have been calculated using procedures listed in ASCE 7.10, Chapter 30, Part 1, to, LOW -Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. 3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. 5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 6) For mean roof heights less than 15', use 15' pressures, 7) This Table is only to be used in conjunction with Amarr Garage Coors 165 Carnage Court. Winston -Sateen, North Caraline 27105 Phone (336! 744.5100 • Fax (338) 744-6615 ` WN. at r1arr.com ENTREIMATIC EXPOSURED Door Wid81 Door Hel ll Mean Roof Hei 'I Design Pressure PusfilvelNeazitive 8 8 15 40.3 -50.3 9 8 40.0 -49.6 10 8 39:7 -49.0 16 8 383 -46.2 18 8 37.9 45.5 18480 16 40.8 .50.9 40.4 .502 40.1 -49.6 38.7 -46-7 38.3 46.0 8 8 1 17 411 .51.5 9 8 40.9 -50.7 10 8 40.5 •50A 16 8 39.1 -47.2 18 8 38.8 -48.5 8 a 18 41.6 •52.0 91 8 41.3 -51.2 10 8 40.9 -50.6 16 8 39.5 47.7 18 8 39.1 47.0 8 8 19 42.0 -52.5 9 8 41.7 -51.7 10 a 413 -51.1 16 8 39.9 481 18 8 39,5 47.4 8 8 20 •52.9 -0 a Wt.$ • -52.2 � 8 41.7 -51.5 16 8 e4D,J • 48.6 Hie • 8 • 39.9 -47,8 9 8 21 42. -53A 42.4 -52.6 t 42. -52.0 t 1 94.6 • 40.2, -49.0 t 48.3 18 8 22 t 53.8 o • • 42.7 -53.1 . 0 42, -52.4 40.9 49.4 116 8 • 40 5 • -48.6 4 088 23 54.2 r 43.1 -53.5 r 1 8 4 -52.8 r 16 8 .49.$ i8 8 1 40.8 40.0 8 8 24 43.8 -54,6 9_ 10 8 8 43.4 -53.9 43.0 1.153.2 16 8 41.5 - 00.2 18 8 41.1 1 -49.4 25 44.1 -55.0 43.7 -54 3 ala 43.4 -53.6 41.8 -50.5 41.4 -49.7 Vh1ti •• '••• 0 Gh -0 g = .• a. 48579 v o �a E 5 rrpp 1 •• STATE 2 E 2 �'• • • ` N T FL • ......•• D a M IAM i•DADE MIAMI-DADS COUNTY R#71115a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 315-2599 ANCE (NOA r01 I Windows and D, 00 NW 25' Street Miami, FL 33172 www. min midade.p_ov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) restive the right to have this product or material tested for quality assurance purposes. If this pi)dupt,pr matdi'lS? fails td • • • • • perform in the accepted manner, the manufacturer will incur the expense of such testin� and 0".ZIJ may •. immediately revoke, modify, or suspend the use of such product or material within Wi: jurisdiction. REIZ * • reserves the right to revoke this acceptance, if it is determined by Miami -Dade �Co.Vty Product �ontr+ • • • • Section that this product or material fails to meet the requirements of the applicabletij4dfhg code...*.: see** • This product is approved as described herein, and has been designed to comply "ith the Florida Building. %. • de, including the High Velocity Hurricane Zone. .. *.. 6 : 0 0.0 0 ...... DESCRIPTION: Series "Sentinel 110" Aluminum Single �U� ndow — L. .�.A PROVAL CsWIUU�fi s Sentinel: llum.; SK' Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 69/047, preyared by Al: • •: Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade CoutA-y•13roduct 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA-4 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 �lyd�ti� Pa CGI Windows and Doors, Inc. 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.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, 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, TA&203-94 . along with marked -up drawings and installation diagram of a s4ett(r f 500 PVC fixed • • • •: • window, to qualify DuPont "Butacite" PVB interlayer, Durase VIrld Super Spaces....: insulating glass spacer, prepared by Certified Test Laboratories,rjj t Repo .Nh . • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesk.C. Patel,.P.E.. ..:..' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F& T,4�'Yff 94 .... • • 2) Large Missile Impact Test per FBC, TAS 20Z'94: '. 3) Cyclic Wind Pressure Loading per FBC, T�S 2QI-94 • • • •• • along with marked -up drawings and installation diagram of a s'j& 1400 $VQ projecj..•.; out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(I and•S;per Spacer(V insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. 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 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manue P W-018.08 .E. Product Controlner NOA No. Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E - 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA.No.14-0915.06) 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. 14-0916.11 issued to Kuraray Ameorjga, Inc. fqr t�jir 0 0 6 0: "SentryGIas® (Clear and White) Glass Interlayers" dated O 12&15, explMi*eon ...... 07/04/18. •••••• 0• 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ames M, Inc. fpf their • "Butacite(k PVB Glass Interlayer" dated 04/25/15, expiring on i1/l l/16.*6 0 ...... . . ..... 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Che;gi9 0 *;Compti� (MA),:::: for their "Saflex CP — Saflex and Saflex HP Composite Glass•10terlayers with PET Core" dated 06/19/14, expiring on 12/11/18. • • •• • • ...... 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Cheatical.Comtanfy (MA):....: for their "Saflex Clear and Color Glass Interlayers" dated 06M114, expghg on 05/21/16, F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t' Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite© PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.1. approved on 02/05/15 and expiring on 09/22/20. Manue er , P.E. Product Cont f aminer NOA 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FJIVg Edition (2017), dated 09/29/17, prepared by Al-Farooq Corpot446n, signgJ i; sealed by Javad Ahmad, P.E. """ D. QUALITY ASSURANCE .... 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • • • •••.•• E. MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 16/25J15, ex"?Von 07/04/18. ' 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F G. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad; P.E. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. E-3 Manuel e ; P.E. Product Contr E miner NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 N 53 c /8^ .L LITE) 20 9/16 MAX. A HEAD/SILL 4 II II u u u u u u n � u B II II II �� 4 �I II u / n �I----- u n II 11 D II II 4 47 7/16" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDR10N)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113 Y 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 52 1/6" D.L.O. (FIX. LITE) 20 9/16" MAX. AI HEAD/SILL 6 it I, u u u u u u B II II 6 li i� II /i u u / u u u 11 II Cl U II 6 i1 47 7/16" EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" INTINS APPLIED) (S •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• • ••• •• • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 52 1/8' FIN FRAME U Z m• G hm H Z N 0tnn von 0 V N p Q WCW 7 z n [7MQ 3 Qbms k LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT o' 8 SMALL MISSILE IMPACT m o c o O \1111111111117/ o .70592 �_ �irq; with tlb fYY� - S e o a � arc CIS �� ATE OF Q.4u • ORIDP;e•'• a«ts,. V hs2 '..So, eat. drawing no. W10-03 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FIANCE DINS. BUCK DIMS. GIASS TYPES 'A'k'Al' GLASS TYPES WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1HT.(-) EXT.(+) TNT.(-) 19-1/8" 26-1/2" 37" 49' 53-1/8' 26' 18-1/8" 25-1/2" 36" 48" 52-1/8" 25' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2' / i 49' 18-1/8' 25-1/2' }6' 48' 52-1/8" 37-3/8 75.0 75.0 80.0 85.0 75.0 80.0 85.0 75A 80.0 ..D �73,1 75.0 80.0 85.053-1/8' 75.0 80.0 85.0 19-1/8' 25-1/2' 37 49' 53-1/8' 50-5/8" 18-1/8' 25-1/2' 36" 18' 52-1/8" 49-8/8' 75.0 75.0 80.0 85.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 80.0 85-0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2' 37" 49" 53-1/B' 63" 18-1/8' 25-1/2" 36" 48" S2-1/8' 62' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 B5.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37' 49' 53-1/8' 76" 1B-1/8' 25-1/2" 35' 48" 52-1/8' 75' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 28-1/2" 37' 46-1/2' 85' 18-1/8' 25-1/2' 36' 45-1/2 84" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 80.0 85.0 85.0 75.0 75,0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PS? FLANGE D71L9. BUCK DIMS. MAX.TOP UTE GLASS TYPES 'A'k'Al' GLASS TYPES 'B'B'Bl' WIDTH HEIGHT WIDTH HEIGHT I 'A' DIM. EXT.(+) INT.(-) EXT.(+) 1NT.(-) 53-1/8" 76" 52-1/8' 76" 36-1/4" 75.0 75.0 80.0 85.0 49' 79' 48' 78" 39-1/4' 75.0 75.0 80.0 85.0 26-1/2' 31" 33" 37' 43" 85' 25-1/2' 30' 32' 36' 42' 84" 70-5/8' 75.0 75.0 80.0 85.0 63-5/B" 75.0 75.0 80.0 95.0 60' 75.0 75.0 80.0 85.0 53-1/2' 75.0 75.0 80.0 85.0 45-1/4" 75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) Yi" TYP. BUCK DIMS )S" TYP. FLANGE FRAME FLANGE DIMS BUCK DIMS EQUAL LEG FRAME G Z q h 0 F � Z � Qf �� . 00�pp J m IL it Of (7 0In S W o � IL a 0 QWZLL0 Z O .! Om J Q W 0 F BUCK DIMS •• ••• • • • •• c m mom 9 FIN FRAME • • • • • • • • ` •• ••• •• • • • •• �� •AN BUCK DIMS • • vC'�SF • • • • • • • • • • • • • •• Y • • • • • +'$ODUCC IL:.vtsECs • .+s ctnplying with tltz Fh id. •. cv Cock 7 -'� ' a o a FLANGE • • • ADAPTOf� Ff;AME • • • FLANGE DIMS • •g• • • • • • • • • • •acJptance hb 016. • • •P.xp•u[a n DMepgp • Idy <dl • , OR1D/;.•'•�0 'pis drawing no. W l 0-03 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" ANN. CLASS 1/8° HEAT STREN'D GLASS " Interlayer .075" Interlayer Safle P With PET Core Saflex CP With PET Core By 'East n Chemical Co.' By 'Eastman Chemical Co.' OR OR 090" Intena r .090" Interlayer Saflex Clear d Color Glass Saflex Clear And Color Glass By 'Eastman C mical Co: By 'Eastman Chemical Co.' OR OR .090" Interlayer .090" Intenayer SentryGlas SentryGlas By 'Kuraray Ameri a, Inc.' By 'Kuraray America, Inc.' OR OR .090" Intenayer 090" Interlayer Trosifol PVB Trosifol PVB By 'Kuraray Americ , Inc.' By 'Kuraray America, Inca 1/8" ANN. G S C 1/8" HEAT STREN'D GLASS m z SIUCONE GE 1200 m SILICONE GE 1200 7 M7 DOW CO NING 899 o M1 .. it DOW CORNING 899 'i DOW C NING 995 I:i li P ii DOW CORNING 995 I l i a a 0 EB 0 k EB /W AT 1/4 P NTS ON UTES M4 M4 AT 1/4 POINTS ON LITES W WIDER T 36" W WIDER THAN 36" GLASS TYP.E_'_3' 5/16" OVERALL 5/16" OVERALL LAM. GLASS ZLASS 1/e' cuss .075° Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 1/4" AIR SPACE .090° Interlayer SentryGlos 1/8° ANN. GLASS ByRInc.' 'Kuraray America, Inc .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS Z SILICONE N GE 1200 ° S M1 DOW CORNING 899 'I DOW CORNING 995 -i XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR a O 0 RASEAL BY 'QUANEX' E9 W OR SUPER SPACER BY 'QUANE k W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' cc (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & 'Bl' MUST BE TEMPERED. 1/8" HEAT STREN'D GLASS .075" Intenoyer Soflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR 1/4" AIR SPACE .090" Intenoyer SenWL Glas BR'Kuraray America, Inc.' O 1/8" HEAT STREN'D GLOSS .090" Interlayer (L.M.I ONLY) Trosifol PVB By 'Kuraray America, Inc.' 8 a o 08 1/8" HEAT STREN'D GLASS 8 � o El y d 3 gg El 4 i m SILICONE _GE 1200 DOW CORNING 899 o M7 S :i iI DOW CORNING 995 PRODUCTREVISM 6 _ f i� iscarnplyie[g witlrlhe Fb>Iti�l o " o u XL "E 9P"R • • ii y �I SO STEEL BY dCAF&NALD • • • • • • • • • h 3uilding Cade Acccpt-r Dla Dt .6 % u o < OR • •• • • • • • Fxpim[ian Bute DUf�SEAL BT *UAREX'• • • • • • •—� 0 • • • • D: W • • E9 0 f�R SPACER BY '�lA1JEX' • • • • • •• •I\� rAi a ade Product� \\\wi�\11III//r// 1 ...... a •r W M4 AT 1/4 POINTS ALL SIZES _ r GLASS 1'Yf'E 'B1'• •• ••• ••• • ••• • � ' � — _ '� • • 0.70" OVERALL WSUL. LAM. QL S • • • e • • • • • i • r �; 0 • • • • • • • • • •. • • • • w •®•'. • 5 7EOF [y: �i� a�.'• ORIDP-��9i` drawing no. W 10-03 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME METAL STRUCTURE TYPICAL ANCHORS E iFOSEE ELEV. SPACING R µ N 2 H� 2 3/8—' MIN.—.� T—I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. FOR SPACING I-------------------- r_ _________ ____ __i' II MAAMI—DARE COUNTY APPROVED II MULLION k MULLION ANCHORS I I, SEE SEPARATE NOA II II EDGE DIST. I TYPICAL ANCHORS SEE 0". FOR SPA.CWG WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, T T I441SAL A LEV. FOR SPACING (F7STRUCTURES -100 KSI) /4" DIA. ULTRACON BY 'ELCO'SI, Fy 5 KSI) INTO 2BY WOOD BUCKS OR WO1-1/2" MIN. PENETRATION INTOEAD/SILL/JATHRU 1BY BUCKS INTO CONC. S 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) RECTLY INTO CONCRETE OR BLOCKS 1- 4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAM 1-1 " MIN. EMBED INTO BLOCKS (JAMBS) (GRADE 2 S) INTO MIAMI-DADE CC0 APPROVED MUL S OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. • • • • • • • • • 4CONCWilE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • • • • • • • C-9t HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. • • • • • • • • iRODTjC'1 R6V15ED • • • • • • • •s comF13.1K with I. FkAb \\\\\111 I11ITfT' • • • • • • • 011,i1•:• Cato �. ae° tcccptanm No l -IDI8. Dn8r.v�f ��,. UOENyF,•. r;.,Pimtion lMte '�w+ 2 ' ° d i • li • • • • • 7 . e e TYPICAL ANCHOI£ • • • ,.° .• SOL ELEN • • • • • TATE OF • • • FOR SPANN6 • • • • • f, �� •.• • . • • ... • • • • . • . . • • • • ••• • • • ••• • • m J L arc wmg no. W10-03 1/4- MAX. BUCK WIDTH 1/a MAx. FLANGE & FLANGE ADAPTOR FRAME �V o SHIM SHIMS of O 7• ° J TYPICAL ANCHORS TYPICAL ANCHORSSEE SEE ELEV. FOR SPACING 1 2 S6 SS FOR SPACING f W g a a n a Me v > FLANGE ADAPTOR FRAME C o No N 20 IL ETAL STRUCTURE o v W w OMtn 00J O Q W j lt. BY fy z H w EXTERIOR 1 WOOD BUCKS �Z�a j 1 D.L OPG. v E1 II i! QO Q W 01 f O 0 N 1/4' MAX. BUCK WIDTH 1/4- MAX. P4 I � SHIMS SHIMS II C n TYPICAL ANCHORS O W ! o n SEE ELEV. TYPICAL ANCHORS I 3 i FOR SPACING v a SEE ELEV. j O FOR SPACING j rri Q0 .�wl 0 D' — O N 11;4 1 1/%.\1`L�1Y WGOD BU ?WOOD STRUCTUR WOOD BUCKS s��" MIAMI-DADE COUNTY `o APPROVED MULLION P Q �h MULLION ANCHORS 1/2" TYP. - g SEE SEPARATE NOA O u a a b a BUCK WIDTH BUCK WIDTH u g INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND - - FLANGE ADAPTOR FRAMES. u r F --- so 0 1 0 • • iN U I I • • +yOITUCT REVISED I I • • ;;ycnmplyWg wit6lhe Fka� _ _—_ _ _ _---_ _ •• • • • • • eitlin�c0(�10�8 OS ��L�ttgglultri�� 0 + — • • • • • • •No ;'ration Date I I fie.' V,CEN,SF �� I I .mi ai^- Product . z W. 70592 = • E ••• • ••• - :�7- • • • • • • • • • • i ATE OF drawing no. #14 X 1- FH. SMS. • • • 000 • • ` sheet 5_of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. 1 BY FOR SPACING WOOD BUCK .1 G : .: 'EDGE, DIST. A e G a CJ M3 Et M2 1 II S5 I I� 0 I I II I I I 7 SWEEP LOCK OPTIONAL TO ER EGRESS LOCK AT SILL O r E5 0 O o H � a i I I F, m I I I 1 1 2 IIi z w II I' N nf"Z . i EDGE DIS' o TYPICAL ANCHORS SEE ELEV. 1BY FOR SPACING WOOD BUCK METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK, 2 3/� Y 2 3/I I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. :HORS FOR SPACING EQUAL LEG FRAME F-------------- -----� jI MIAMI-DADS COUNTY APPROVED Ij MULLION h MULLION ANCHORS 11 Ij SEE SEPARATE NOA jl I, ,I 1 EDGE DIST. I TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY d 9 i • • • • • • • " < • •• •a • • • • "� 'I.'*ULer RSVIBED • • • • `.! b� 0om0IIIirt&9with the Fbtilhr. • •• • • ••D�:bg•Codc• • • • • • • A�ep�ERlcnNW I ID18.D8 •• ••• •• • t4;rs 7D i S u ndr Pr Afmt Cenlvo •• ••• ••• • •• • i, • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m Z q� 0 ` m a S N m �a�r�0 paoo j5 O a W j W a � WU) -o O m JW Q W m f F na °Sg� Z � TYPICAL ANCHORS 0 a �2 g SEE ELEV. °' o S E o FOR SPACING 0 a `\`Y�tt1111114/YYA/, o ): •''YlCENSF I � No. 0592 STATE OF 6(Y�� drawing no. W10-03 RATNE DTLS. SEE IlANCHORSILLU FIN FRAME U ONLY E)(T. EXT. OR INT. FlNISHES E1 FOR SPACING p NOT BY CGI i o > Zr j 1 1/2' \ � � Q \ HOUSE WRAP NOT TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0. 5 d 6 p BY CGI SMS 0 W N p 0 V U AZ E1 #8 (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES � N Ix EB --- BACKBED 1-1/2" MIN. PENETRATION INTO WOOD 0 i. CAULKING o m C � m o M2 0 it S5 Y) to p 6 o M9 LL 2 C JZmJ J OL III Qwmi O SWEEP LOCK 1 OPTIONAL TO 0 M EB EGRESS LOCK C AT SILL — 3 o O ES WOOD STRUCTURE 1/4' MAX. NOT BY CGI GAP BUCK HEIGHT —_ 1/4' MAX. GAP i vi O v O C) w OI1 chi 1/2• MIN. 1/2' MIN. Q -0c~i1 "a IjLi!'11 o O T cV o w 'm E.' 1 i d 0 M M v y5 N O — n I p s BACKBED 0 O Q U CAULKING o m r E11 .. .. ... O V m 1 HOUSE WRAP - EB NOT BY CGI h < i E3 Ee EXTERIOR •• ••• • • • • • •• 8So$ 2 14 • •• • •• •• %tODUCIREVIS. fiP m P1with[he FMfb%BAC • • • • •• •• Y' \\\ E2 CAULKING • • CoJc iJol -( ♦♦♦ �/i •• �� o 't z.c:epiunce Esixi rlion Datc `♦♦�J .. •''VcEN$F'•. � o I � HOUSE WRAP _ NOT BY CGI • • • • • • • • • • • • :!�r�i de Pso ueaCoc1Y1t11 _ No. 2 _ -_ �7 m - 1 1 2' i • v • • •• •• • TATE OF �: '% drawing no. 9 Ell TYPICAL ANCHORS •• • • • • • • • • • • ' .�ORIDP.•' !�� W10-03 A � Ai I\ 0��,. FSEE OR SPACING ' /\\\♦ sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TEEM PART QUANTITY DESCRIPTION MATERIAL y�U 0 o o_ Z 3 N h f Z Q Z ` O A 0 p eq IL 0 c "n O�H� ci�W� M IL 0 a K O m J Q W iL n p^ {i ZOg .Law QwmE O c o 3 N n = 0 Li n O p p C 0 N o n I, � N N w M p M M Z C Z U�7 u v 3 o M O � w 4 N 0 s s R 0 o � � o m bi c� • • • • • • • • • • • oux"c "56d2 • N•P • • • • • • • • •p1yuN{ with14pF ��I111111IITTI{/7 • •o • • • • • • • • • • • ildiag Code �``�J II'�° :. AN. , n�«R�a,:Wri, l7-ID1 D �` ,:.•• ENgF rx�piyra,[i,o�a llaPe { I •• ! ••• ••• aT • • IIaFll' 3={� PFOdItCt • • • • • • C .70582 �_ a • • • • • • •. •• drawing no. crow • • • • • • • � s"' �� •. TATE OF (y � CIRW�•...... G� W10-03 777Ili sheet 8 of 9 it 1 " YANF./SUPPLIER/REMARES E1 CGI-100 1 FRAME HEAD 6063-T6 8063-Tb - - E2 CGI-101 1 _ FRAME SILL E3 CGI-102 2 FRAME JAMB 6083-T6 - E4 CGI-103 1 MEETING RAIL 6063-TB - ES CGI-104 1 LOCK RAIL 6063-TB - E6 CCI-105 1 HANDLE RAIL 6083-T6 - E7 CGI-106 2 SASH RAIL 6063-T6 - EB CGI-107 AS READ. 5/16' GLAZING BEAD 6063-75 - E9 CGh108 AS REOD. 0.700' GLAZING BEAD 6063-T5 - E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E71 CGI-110 AS REOD. NAIL. FIN ADAPTOR 6063-T5 E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - - E74 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CCI-605 OPTIONAL _ SCREEN FRAME 6063-T5 - Mt CGI-362V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CCI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 AS REOD. EQUAL LEG COVER/SHIM, 3' LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M10 - 2/ WDW. AS READ. BLOCK/TACKLE BALANCE - BSI OR EQUN. Mtt W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1/ WOW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON MkM M14 E26018WN - D BULB-7 SLOT PVC ULTRAFAB OR EQUIV. M15 Cq-133 4/ WOW. SASH GUIDE(SPIRAL BAIlJ•ICE) NYLON M&M Mt6 Cq-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M77 A3073D401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M78 Cq-132 2/ WDW. SASH STOP, 2' LONG PVC PROTOTYPE OR EQUIV. M20 Cq-125 2/ WDW. SASH CAM (e/7 BALANCE) NYLON - M&M BSI OR EQUN. M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUN M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3 CORNER ti 10 X 1 1/4' I.G. PHL PH. SMS. ST ST. ASSEMBLY SCREW 54 _ 4/ WDW. � e % 1 2' PH. SMS. Sf/ST BALANCE BRACKET SCREW 55 _ 2/ WDW. �' 8 X 1' LC. FH. SMS. Si/5T. SPIRAL B. ASSEMBLY S6 2/ LOCK 6 X 1/2" LG. FH. SMS. • CGI-133 !k CAM LOCK • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j-2505 1.745 .811� 065 .811 1.245 1.550 1.680 82 �Y � O M F o m 3 z N .745 ttP. .745 .n6P � { J- �- g Z 0 m U 1 Fes- 1.015 1.015 f--- IF---1.395 J@ O .V_. p CL E1z FLANGE FRAME HEAD E7 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER I w' a m O aoo Q W 7 LL o m 1.593 1.583- .065 .745 1.007 r 1Cz� I .065 TYP. TYP. .065 TYP. 1.368 It1-�--��r•1�' 2.113 I p J <7 N a w m 3.675 1.429 3.175 1.429 3.175 1,015 L__J 1.220 VENT TOP CORNER g N O n 500 000 5o0' O f•� �•i 2.5o5 MEETING RAIL FRAME TOP CORNER 1.220f 1.043 1,710 � 2.505 Eta FLANGE FRAME SILL Oo FLUSH FRAME SILL 0 3 y Q 0 i 0 p w : .500 1.301 r^1.301-{ 2.440 .065 TYP. 1 .015 ---I .065 T'P. 2."0 1.0t5 L - .745 - L Typ. �' I 1.015 4�- E5 LOCK RAIL S2 FRAME BOTTOM CORNER VENT BOTTOM CORNER G'i z w W N 0 N 1M p r'1 rr -0 Z h 3 0 0 O-.. U 0 r 2.195� .745 O 2.646 2.346 E13 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB a92 O65 ° $ € o .490 .1_1201 C 1.043 7YP. 0� .705 .050 TW. .705 .050 1'YP. 52 y `r .864 .864 HAND RAIL • • • • • � • • • • • • • • .III • • •� 'RUUUCT REVISBU v $ o o < m u o OE9 5/16" GLAZING BEAD E9 .700" GLAZING BEAD • • • • ••.47��7••• • • • • • • • • • • • • • es rnmPlying with the Flofido 1 I 1111 • • • • •,Fuildir.gCods I a `® •• •!• •• • • • •• '�-aeplxnceT� �� __,,,_. G I:>;orroiion iJele _ \ �Q;•• V,CFJdgt. 1.395 0 1.449 I^--1.395 �{ r'1 BO 293 .745 9 1.450 .180 HY- tdi:+n Uadt Praluct ' - �� N .70592 o \ .050J .060�� 1.025 ,065 1015 .550 50 : : • • • • • �•� •, �� • • • • c__� drawing .065 1.413 • • • • • • • • • •®•. TE OF r•6(7�� •• • ! "' Dp •' aI 19SCREW J FLUSH FRAME COVER COVER SASH RAIL FLANGE ADAPTORml ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION MYFICE OF ACCEPTANCE(NOA) PGTWi-ndows and JDs, Inc. 10100 NW 25`h Stre Miami, FL 33172 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and ige MU maX ..... immediately revoke, modify, or suspend the use of such product or material with;i then jurisdictiop. RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade,, fgpjV Prc:AR#•(!ontroj ... Section that this product or material fails to meet the requirements of the applicablc6buNi ig code. . This- has been designed to comply v�ith the Florida Buildin • Code including the High Velocity Hurricane Zone. P y • .... .. .. ..... ESCRIPTION: Series Clipped, Extruded Aluminum Tube Mul i — L.M.I. * •: •: : • • • % .. .. . ...... title en —lipped, F.�stnidad Aluminum Tube • • Mullion — L.M.l.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with rewis'4H dated OI/16/18! • • • e • ...... prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the, Niami-Dade Count .... Product Control Section Revision stamp with the Notice of Acceptance number antrexpiratio$ cjMby thct Miami -Dade County Product Control Section. 0000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.08 Expiration Date: March 28, 2023 8 Approval Date: March 29. 2018 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 . • 4) Small Missile Impact Test per FBC, TAS 20 1-94 • • • • 5) Large Missile Impact Test per FBC, TAS 2Q1%4. along with marked -up drawings and installation diagram of casox;xiit windows mulled • using a 1"x 2"x 1/8" aluminum tube mullion, prepared by HurriC' tjestipg Lab, Inc.•, • Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specunens No.' 1' and 1 signed and sealed b Vinu J. Abraham P.E. �. • • (Submitted under NOA No. 08-0331.07) ...... .' 2. Test reports on: 1) Large Missile Impact Test, Loading per SFAC,*Pk 201;94•; • • •• • along with marked -up drawings and installation diagram bf a% aluninum fixed....: window, prepared by Hurricane Test Laboratory, Inc. Test Report No. • • • • • HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuef Perez(P Product Control Exa i r NOA No. 18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29. 2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed acid Maled bey Vinu J. Abraham, P.E. • • • • • (Submitted under NOA No. 08-0331.07) ...... . ...... 3. Laboratory compliance letters for Test Report No. HTL-0989:8303-96, issued by • . Hurricane Test Laboratory, Inc., dated 03/06/96, signed and •s'M0 by. Y'ivilthy S. ' .... ..... Marshall, P.E. .... • (Submitted under NOA No. 95-0929.39) • • • • • .. .. . ...... 4. Laboratory compliance letters for Test Report No. HETI-96-5aS,•iseued by Nurricane •' Engineering & Testing, Inc., dated 02/12/96, signed and sealed by gecto .N,Nedina,•••:• P.E. .. . . •• • • (Submitted under OA No. 95-0929.39) • • G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel rez, .E. Product Controkgxwidiner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signedMfd. sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resourgel �VR) . • „ E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS ' 1. Statement letter of conformance, complying with FBC 5" Edition *('1014), wih6,C 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control a er NOA No. 18- 29.08 Expiration Date: March 28, 2023 Approval Date: March 29. 2018 E-3 .0000 j-I.DDD �j r.125 t25 2.000 Ix = .332 IN\4 Sx = .332 IN\3 1 X2 MULLION 6063-T6 �1.000 F -7 3.000 .125 L u .125 2.000 3' 2.00D -I CLIP ANGLE 6063-T6 Ix = .9502 IN\4 Sx .6335 IN\3 Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 1X3 MULLION 6063-T6 .125 4,000 Ix = 2.0374 IN\4 Sx = 1.0187 IN\3 2X4 MULLION 6063-T6 Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 3' 3' 'W' DIMENSION MUWON 'W' - IN. 2' 1.688 3' 2.688 4' 3.688 6' 5.688 L25 1.875 f- 4.000 -I MULLION CLIP FOR 1BY TUBES CGI-383 6063-T6 MULLION CLIP FOR 2BY TUBES 2X6 MULLION ccI-395 6063-T6 6063-T6 6.000 Lj 2.000--i MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 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). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 213Y 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-METAWC 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 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 INSTRUCTIQ • • • • • • • • 1.4'IR INFILTRATION RESISTANCE ETC. • • • • • • • *CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, USPOCHARTS AND•GRAPI�S•AS �OLLeWS! _ • *AND TO BE REVIEWED BY BUILDING OFFICIAL STEP 1 DETFR�II�E DESLGy LI� Q 2�•PE �AS 7••• \`` Jlltll AH IT I FOfr C PENI PRODUCT REVISED �� P �""•,�i STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING - �--Wying with JIM Florida ` �:' ENSp'VV ABOVE LOAD REQUIREMENTS. Bwldmg Code STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT A..p° jqp I8"iq1 •D$ .7 A•F•IOVI.• • • • • • • • • • ifatioo D" •USING GR#HS ON SHE/y/yr� 2 S C* MUWON IZE W:H f By 3 _ ••,J n [.�� _ STEP 4 i�SI�GENP RAfANBG�MQRE TP�N DE�J LOAQ SPEFlED • • M ami ade Produce C T �� UJING ANC61OR TYPES 1: SHEV% & 5, AN: ANCHOR GRAPHS �� • • ID1;.•'•�\� STEPS ON SHEETS 3 & 3.1. SELECT ANCHOR TYPE WITH DESIGN RATING i7 s MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N I N o U 75 C n � N E O l E of a .0 G oFao (0 N m 3 -0 NM I C Z n U 3: 0= n UC)< drawing no. I X 2 X 1/8" MULLION 130 120 110 100 38-3 'MULL AN a 90 p 80 u 0.a 70 60 50 40 63° 30. . . . El 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 2 X 4 X 1/8" MULLION 130 50-5/8" 120 56' 110 100 a 90 I p 80 J z Ui 70 60 50 40 30 130 1 X 3 X 1/8" MULLION 120 110 100 a 90 50-5/8" MULL SPA 0 p 80 z 56" u w 70 ❑ 63' 60 50 74 1 /4' 40 84" 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 2 X 6 X 1/8" MULLION 1 1 1 1 a 0 z w 0 20 . 7a-1 a' 10 84' 00 90 96' MU ON S 80 108" 70 1zD^ 60 132' 50 144" 40 30 1 X 4 X 1/8" MULLION 20 — 10 MULL SPAN 00 63' 90 60 70 50 84" 50 96 40 108' 30 �S iF dF FF vF 'IF v TRIBUTARY WIDTH - INCHES GLAZING PRODUCT i 3 GLAZING GLAZING PRODUCT PRODUCT VERTICAL —MULLION Z m n z FF ° m O GLAZING GLAZING O W " 03 PRODUCT PRODUCT ❑ y � W Z N L S � 0 0 IL IL NC w1 wz OR x C7 ARCHES TO BE INSCRIBED 0 a FF0 O g INSIDE RECTANGULAR SHAPE O -aW K O !n a HORIZONTAL MULLION LL 4 Z N LL o 002 m JZw¢ j Qwmik' O N U j — C M i o M E O p w � MULLION SPAN I a C � F N ❑ �n �p r w O TYPICAL MULLION ARRANGEMENTS a n C Z ll 0 WIDTH (W) = w1 2 w2 cD o < ; U-�ik NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED v • • • • • • • • • • VERTICALLY OR HORIZONTALLY. H = n • • • • • • • • •(INTERPOLATION BETWEEN WIDTHS ALLOWED)AH o • • • • • • • • • • • `111111111 /II7 0 NS "•. KJ � '� I � PRODUCT REVISED with dw Flotib a 25 35 45 55 65 75 85 25 35 45 55 65 75 85 • 0 • TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES I MULLITUNS ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OF �� drawing no. 130 120 110 100 a 90 I ¢ 80 0 u 70 W 60 50 40 30 130 120 110 100 N a 90 I 0 80 z 70 rn 0 60 50 40 30 2 ANCHORS TYPE 'A' 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 25 2 ANCHORS TYPE 'BF' 130 120 110 100 a 90 I 80 0 70 W 60 50 40 30 130 120 110 100 N a 90 I 0 80 2 70 rn 0 60 2 ANCHORS TYPE 'B' 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'C' 50 1 ° 40 30E -1 35 45 55 65 75 85 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 1302 ANCHORS TYPE 'BH' 120 110 100 a 90 I 80 0 38 3/8° UWON SPAN 70 W 0 60 50 5° 6° 40 74 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C • • • • • • • • • • • APPLICABLE TO ANCHORS DI*ECiLY QO 4AElb\L OTRUCTURES • •• • • • • ••• • •• ••• •• • • • •• 85 PRODUCTREVISED _ pl mg with the Florida • •itiia a a� = it ANCI�0i L�AI. CrAR`�S re-or29. ... '> 2 ANCHORS AT MULLION ENDS "'m' P`°dmi ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CUP • ANCHORS �U M VERTICAL MULLION i O GLAZING PRODUCT GLAZING PRODUCT 2 C F qm O z. a j WIL Z N \� J O V a aW O N r LL w ANC ANC a � g G IL OG N MULLION 0 df tj ItCUP �HORQOKTAL ANCHORS ARC.- TO BE INSCRILiEO y y O •ARC.- IC Z J INSIDE RECTANGULAR SHAPE W O a b Z y _ 0 ! GLAZING / PRODUCT 3 u�4 Q J W omi i ANCHOR � j O N ETAIL /1 3 0 ( n GLAZING GLAZING PRODUCT PRODUCT CUP ANCHORS L E O -0 w MULLION SPAN F- U) c TYPICAL MULLION ARRANGEMENTS y V) 3 NM I 0 3 � WIDTH (W) = wt s wz c Z 3 p n 00�k pD. AN �y� i i • i' 2(ft9 c OF Qy�� dawingg no.. M91 5-13A1 20 10 00 90 80 70 60 50 40 Tn 130 120 110 100 t` a 90 0 0 80 z n 70 0 60 50 40 30 4 ANCHORS TYPF 'A' 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 4 ANCHORS TYPE 'B' 4 ANCHORS TYPE 'BH' 130 120 110 100 VI a 90 I p 80 z 70 w O 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 130 120 110 100 a 90 I 0 J 80 z c� w 70 0 60 50 40 30 25 35 45 55 65 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 130 120 110 100 N 0 90 I 0 J 80 z w70 0 60 • \�� M`` h • m WIN ISM • CUP ' ANCHORS �U � 1 i VERTICAL MULLION z Z G F O 0 o 3 a Z N w Z GLAZING GLAZING PRODUCT PRODUCT Z Q f N O: O p o CL NWI `m C C L-ANCHORS W1 W2 7 N r �aM n 0aoo8 HORIZONTAL MUWON G dJ CUP ANCHORS ARCHES 70 BE INSCRIBED 0. C 000 O N INSIDE RECTANGULAR SHAPE LL W y o J (7 GLAZING / PRODUCT 3 _a Q W Omi f O U I i n E O r I_ MULLION SPANOf a C c TYPICAL MULLION ARRANGEMENTS z n N Q M � WIDTH (W) = Wl z W2 c Z 30 .n 0 ANCHORS 'A' d U 0 5 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS I APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C • ... • • • • • • • APPLICABL§ TO ANCHORS•DIRECTiY 4T0 6AETA,L fTRUCTURES • •• • • • • ••• • •• ••• •• • • • •• PRODUCT REVISED ur cempl irg with th• Fbtid• • •lltiilJin�ode ANCHE}lj� LOAD CART �E`»1 �° ;° •y 4 ANCHORS AT MULLION• ENDS mi—i `P`°'"" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR DETAIL /1 3 GLAZING GLAZING PRODUCT PRODUCT CUP ANCHORS \ PIP ,q/Be '•LpO_ i i '� �P•'VCENSF � _o 70592 r drawing no. M95-13A ° d/4 0 ULTRACON 1/ ANGLE 2 X 2 X 1/8" 9 ALUM ANGLE , # 14 S.M.S. 2/ ANGLE a .d. E OR 28Y WOOD BUCK ULLION d 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG d I I i I I I ° MAX. 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION I I I I I I 2 X 2 X 1/8" I I ALUM ANGLE I 1 1 14 S.M.S. -r_ ____________rl 2/ ANGLE 2" MIN. II 1 II II NOTCH ANGLES TO li MISS MARBLE SILL o II OR TRIM h II d ; II a °PRECAST ° ° CONC.• n \ g I SILL a 1/4" DA. ULTRACON ° 1/ ANGLE °4•.1/4" 0 ULTRACON 2/ ANGLE ALUM ANGLE a # 14 S.M.S. _ 2/ ANGLE d � MULLION 1BY OR 2BY MULLION WOOD BUCK 2 X 2 X 1/8" ° ALUM ANGLED 2-5/8" LONG I I I to I N I cyi i N I I I O • e . 1.500 ° MAX. d' 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL WOOD RUCK TO ACCOMODATE L'j'�_NBTCH� CLIP,ANGLE TO MASONRY 2 X 2 X 1/8- ALUM ANGLE , # 14 S.M.S. 3/ ANGLE 1/4" 0 ULTRACON 2/ ANGLE __ 1° MULLIONd. CONCRETE OR NASONRY BLOCKS 3N 2X 2X 1/8" ALUM ANGLE 3-5/8" LONG °a I I ° I I ° I I gi� o I � I I I ` I I MAx. 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• PRODUCT REVISED • • • • • • • • • �" yn u� Feor-d B. i• i i i• A� 4-ce:40 .OE ewe • • • • • • • • • • ••• BY Mi Dede Product CaRrpt" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,�•• CENSF"••'V 7 2 23 2tifflir_ drawin i,g no. �i��fS Lo VA1�1�� sheet 4 of 5 MULLION I I I I I 1 I I I I I I I r ---11 d d PRECAST CONC.` _ e SILL ULTRACON E NOTCH CUPS TO MISS MARBLE SILL OR TRIM . d a 1/4" DIA. ULTRACON 1/ ANGLE ITRACON CLIP ..ANGLE TO MASONRY --- ----- 1/, 0 ULTRACON ^" 2/ ANGLE IL SEE SHEET 1 FOR APPLICABLE MULLION CUP TO 1 BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION.( PS • •: : : • • • : : • • • • •• • • • • ••• • •• ••• •• • • • •• PRODUCTREVISEDREVISED •:• •:t yr g,QFl2 guild—�g�od� Acceca q•�8 ••• ••• 41 4- • • • ••• BY Minn Dade Product CanU • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 d < " CQNCREFE OR NASONRY BLOCKS ��.•CEN t 0592 209 O : TATE OF 40— drawing no. � M9 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANccr__ a T_NFM TO THE BUILDING STRUCTURE. VIUAL A1NL:riUKJ: SEE ELEV. FOR ING TYPE 'A' 1 /4" DIA. U T A ON BY O' (Fu=177 KSI, Fy 55 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES', 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE -1/4" MIN. EMBED INTO CONCRETE TYPE 'B'— ' (Fu-177 KS y=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- 1/4" DIA. ULTRACON BY ICO' (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'- 1/4" DIA, ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'C'- #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" 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 f'm = 2000 PSI MIN. 2 OR 4 ANCHORS TYPE 'C' SEE SHEETS 3 & 3.1 FOR CAPACITY THIS SCREW CAN BE � 1 I INSTALLED IN EITHER 1 I DIRECTION W 1 I I I HOLE METAL STRUCTURE OR TUBE MULLION #14 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MUUUON 2 PER CUP AT LARGER MULLIONS 1/8" THICK ALUM CHANNEL j 18Y OR 2BY TUBES LENGTH TO FIT SNUG I I INTO MULLION i I I ANCHORS DETAIL #1 METAL TO METAL CONNECTION •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • AclSpaecL•No�AIZ�'j.Ob ', • • • • • • • 23 E ti ntiake •� • • ... �„ ,uw. ova, ; , ... • . • • • . •.. . • • • • • . • • • • • • . . •• •. • • . •• .. ••. • . • .•. • • iN,4p'•.• ,n o • I � F0592 2C?R a - ;!.OF !(�� drawing MIAMI•DADE MIANH—DADE COUNTY, FLORIDA 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 (7W 315-2599 N0 EPTANCE (NOA) www.miamidade.goy/economy CG�Windows & Doors, C. 10100 NW 25 Street Miami, Fl. 33172 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 (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Cou-UV�.reserve the right to have this product or material tested for quality assurance purposes. If this.�roducl".glaterial...... fails to perform in the accepted manner, the manufacturer will incur the expense of sack testing -and the AHJ may immediately revoke, modify, or suspend the use of such product or material•MVA theirjurischtction•••... RER reserves the right to revoke this acceptance, if it is determined by Miami-Dad2Cdrtdty Product Controt Section that this product or material fails to meet the requirements of the applicable.018ir►g cocV.. ; 0• This product is approved as described herein, and has been designed to comply witl7fhe Floriaa Building": ...... . . ..... WC-e_ including the Hi h Ve ocity Humcane one.......SCRIPTION: Series "Sentine 0" Aluminum Horizontal Sliding Windovl—k .' VAL D - , tit e eases Sentine um. Hor ":Sliding "' • • Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I 1 of 11, dated 03/;,2f1(. with'revision "H'�....: 1S� ID dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E•,.qing 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--0929.13 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 Jorge M. Plasencia, P. E. NOA No. 17-0918.09 MtIAMI-DARE COUNTY Expiration Date: September 22, 2020 !01 Zi i 1,1 Approval Date: November 02, 2017 Paaej, CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I 1 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al--Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 0000 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94. •...•' ,,••,• 2) Uniform. Static Air Pressure Test, Loading perllC, TEAS 202-94 .' 3) Water Resistance Test, per FBC, TAS 202 W: •. .... • • 4) Large Missile Impact Test, per FBC, TAS 26i*M 9:....: 5) Cyclic Wind Pressure Loading, per FBC, T•Aj,z03-94 •, • • •; • • • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 2Q244. 0..:..' along with marked -up drawings and installation diagram of•a•Series Aentinel 120..... aluminum horizontal sliding window, prepared by Certified :TNVLaboratoiies, Test •, Report No. CTLA-3062W, dated 07/07/15, signed and sealed by•Ramg�lz4r pate!,****: P.E. .. . .. ...... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TA4iO-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. 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 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod de/tIcontrol Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTEWED) 4. 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 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 0.0 2) Uniform Static Air Pressure Test, Loading per F*BC, TAS 2X-94 ...... 3) Water Resistance Test, per FBC, TAS 202-94 :600:6 • 4) Small Missile Impact Test, per FBC, TAS 101:54 00* 5) Cyclic Wind Pressure Loading, per FBC, T43-94 •... 6) Forced Entry Test, FBC 2411 3.2. 1, TAS 2D2.-9X •.: along with marked -up drawings and installation diagram •af •a • series "Sentinel:.:.. • ...... aluminum horizontal sliding window, prepared by HurricaneTett Laboratory, LLO,• • •: - Test Report No. HTL-0080-0102-10, dated 06/04/10, signet rW ealed by Vinu J. % ...... Abraham P. E. •..... (Submitted under NOA No. 10-0510.12) • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , 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 "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 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. 4oTge M. Plasencia, P. E. Produ t Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their '`Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. G 2. A. STATEMENTS 1. Statement letter of conformance, of complying with FBC 511 Edition (20141 k id of no financial interest, dated 08/17/15, issued by Al-Farooq Corporpatioa, sign&I "0 seale4.... by Javad Ahmad P. E. 2. Laboratory compliance letters for Test Report No. CTLA-1062W, dated 07/07/19' • • `• issued b Certified Test Laboratories signed and sealed b R • • • • *'C. Patel 1P. E. :....: Y g Y �� 3. Testing Proposal issued by the Product Control Section, date4.0/08/1%.Sialed by ... Jaime Gascon, P. E., Section Supervisor. • • • • • •:000*..... 4. Laboratory compliance letters for Test Reports No.'s CTVA-3056. WA, date • •; - 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056;W;!, dated 04h6/15, all issued by Certified Test Laboratories, all signed and sealed by.Rar)aesh C;PiaA*,P. E.� (Submitted under previous NOA No. 15-0512.05) • • .. 5. Testing Proposal issued by the Product Control Section, dated 12/l6/14,:signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. NEW EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I 1 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Amgric j Inc. As 414®1'r . •.... "Trosifol® UItraclear, Clear and Color PVB Glass InterlaydA" dated 014JI/J7, •� expiring on 07/08/19. • 069696 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerira.Inc. for their • • • • "SentryGlas® (Clear and White) Interlayer" dated 06/25/15,•axpAing or�07104/18,.... 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chet>iMeCompjW. IMA)• • • • • for their "Saflex CP - Saflex and Saflex HP Composite Glass*IriterIayefs with PE I`'• • •; • •••.•• • Core" dated 09/07/17, expiring on 12/11/18. ; • ; 0�0000 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Che{nicad Compw TMA). • for their "Saflex Clear and Color Glass Interlayers" dated 0�t07/147, ex4iriitg on :••••: 05/21/21. •••• F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 6" Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Prq&ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E - 4 FLANGE WIDTH 6' 5" MAX. MAX. HEAD/SILL 5 C TIP. MTG. LE E II II F I II F M � 0�-�� it II II II 5 II I I F (SUN MUNONS PLIED) I 32 7/5" 32 7/8" ADDL. ANCHOR EOD. AT CENTER OF All PANELS O ONAL D.L. OPG. FIXED OR OF RABLE D.L. OPG. ABOVE 30' ANEL WIDTHS 36 3/8" AT HEAD/ LL GE & FLANGE ADAPTOR FR BUCK WIDTH 5 1/2" 13 5/16" MAX. MAX. 5" MAX. HEAD/SILL HEAD/SILL TYp, e �, MTG. STILE saw: illl v �v m � I i ��o - FALSE MUNRNS 32 7/e' 32 7/8" -' (SURFACE APPUED) OPTIONAL D.L OPG. 38 3/8" VENT WIDTH FIN FRAME N ,8 w 0 O ` U `\ w n N 2 ' FF5 � Y I.Z h 5 1/2" El u F ' I I II t IF � 6 � J I I II R_____ II fl ll it Bt 1 7 FALSE MUNTINS� (SURFACE APPLIED) OPTIONAL n 1 nPO. 36 3/8" ENT WIDTH 32 7/B" ).L. OPE EQUAL LEG FRAME. SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDON DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. _ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AW4NSTALLEO ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE B I G TUIf. • • • • • • ANCHORS 46 ALL BE CWROSI E T A D Je SHOWN ON DETAILS AND INSTPLI•D PER j1rNU If1�TRTS.E��MBEDMENT TO BASE MATERIAL SHAW BE DfYON W LLL iiiES NG ��TTTUUUCC A LOAD N&TION "AttASE IA %SED M DE91GN OF *WiO IRS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME II��TQQ CQjJLACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQI�( %xNTye •THE 2014" 7 FT*RIDA BUD6 CQDE & JADOPTED STANDARDS. THISWODUCT gQPROVAL IS ENER�y* AIt DOES N&F PRAIDE•INFORMATION FOR ♦ SIV SPE61FIC �tOJE I.c. LFLp SAF�7Y OATHIS OROOICT, ADEQUACY OF 56RUqATURE QECEIVI G TH ,PRO LILT ANE SEALING AROUN• OPENING FOR WATER rNFILTRAT',#1 RESIST PET • • • • CDNDITIONS NOT SHOWN IN IS D �tt ARE TO IbE ANALWED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 5' MAX. Jt m w a Z -. O W TG_SSTILE h F m O OJ ONNE � a OGN� C0 > 0 W j 4 V �ZU7= o z w 0 ADDL ANCHOR REOD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da a 09/22/2020 By Mlami� Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT - '\V1\4111 fl 11 rrr A -1 0�2 • � _ OF drawing no. Dt-_-_'x0 11 W10-18 TYPICAL ELEVATION 111' FLANGE WIDTH 6. MAX. HEAD/SILL --{ TYP. m 5 5 I MTG. STILE $d0 II II II E n F ii lu F 6 II 6 II II 6 a • x�- x O I F 11 II LV�J fff�� II I I --ter--' a II u u u it II II B 5 5 II II FALSE MUNTINS ' ADCL ANCHOR REOD. (SURFACE APPLIED) 24 1/2" 49 5/9" AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. D.L. OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS 25" AT HEAD/SILL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME BUCK WIDTH 5 1/2- 13 5/16" MAX. 5 MAX. HEAD/SILL Tytp HEAD/SILL i A2 �' MTG. STILE _ p 8 _ U N E2 8 �= 0 II li F II II 11 II II II F 6 6 I II II II I II II II II II II 11 92 II II 11 II 79 $ u n FALSE MUNTINS / `1 (SURFACE APPUED)---ill L 24 1/2" 49 5/8" OPTIONAI- D.L OPG. D.L. OPG. 28" VENT WIDTH FIN FRAME FLANGE 'WIDTH 5 1/2- MAX, 5" MAX. a HEAD/SILL TYP. Al MTG. SALE E1 ICI II II F II II II II — jI li F 5 II O- II II 6 tc a 1f U II II CVO It II u n n Bl I i S II II FALSE MUNTINS (SURFACE APPLIED) 24 1/2 �ADOL. ANCHOR REOD. 49 5/8° AT CENTER OF ALL PANELS OPTIONAL D.L OPG. FIXED OR OPERABLE D.L. OPG. AIME 30' PANEL WIDTHS 28• AT HEAD/SILL EQUAL LEG FRAME • • • • • • • • • \11111111111TtX'/ C • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida = _ Building Cod. • • • • • • • • • • • • • NOA-No. '17 Date • • • • • • Expiration 9/22/2020 OF • •�`� drawing a no. •• • • • • • • • • • Nllam a rod.ct Control / 0®��, if,L�1\\\\ sheet ,1 of j �� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'A'AI', '8'A'AI' GLASS TYPES 'B' k 'BI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1/8" 74' 26" 25-1/2' 36" 52-1/8" 73' 25` 65.0 65.0 80.0 900 65.0 65.0 60.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37' 53-1/8' 74" 38-3/8' 25-1/2' 36" 52-1/8' 73" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2'_ 37' 53-1/8" 74' - 50-5/5" 25-1/2" 36' 52-1/8" 73' 49-5/8•• 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37` 53-1/8'. 74' 63,, 25-1/2' 36' 52-1/8" 73' 62' 85.0 80.0 90.0 65.0 80.0 90.0 W65. 65.0 80.0 90.0 60., 80.0 90.0 [(1/211) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR DX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAH GLASS TYPES `Yk'AI', 'EVIll' GLASS TYPES 'B' & '1,1' GLASS TYPES 'C' I 'C1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 8-15/16 83-1/2" 26' 54-3/4' 7-15/16' 82-1/2' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 85.0 BC.0 90.0 85.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 M-1/2" 38-3/8' �54,3/4- 7-5/1W 82-1/2" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2" 50-5/8" 1 S4-3/4' 7-15/16 82-1/2" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 650 - - - - 65.0 65.0 55-3/4" 8-15/16 83-1/2' 63" 54-3/4` 7-15/IS 82-1/2" 62' 65.0 65.0 80.0 90.0 - - - - =63.0S. - - - - (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' Yz' TYP. BUCK DIMS YtTYP. BUCK DIMS FLANGE FRAME EQUAL LEG FRAME FLANGE DIMS _ ES E4 1n STD. MTG, RAIL, Ez1 E4 H.D. MTG. RAILI PRODUCT REVISED as comp)ying with the Florida Building Code HOA-No. 17-0918.09 Expiration Date 09/22/2020 BY MlannPl) �Product Control BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS P FLANGE & FLANGE ADAPTOR FRAME .. ••• EQUAL LEG FRAME DAN GO NOTE: •• ••• ••• • GLASS CAPAWIES ON•THIS SHI:I•AR�% • • • BASED ON A�i1 Et -09 (3 GEC. GUSTS) • • • AND FLORIDA• 84LDI COR;MIS9�ON • • • • • DECLARATORY GTATEM Nrf DCA05,*F- DEC: J1.9 • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • i drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'AVAI', 'B'&'Bl' GLASS TYPES V & 'In' WIDTH HEIGHT WIDTH HEIGHT EAT.(+) INT.(-) ET.(+) INT.(-) 74" 106-1/4- 111" 26" 73" 105-1/4" 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 38-3/8" 73" 1105 31/4" 110" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 105-1/4" ill" 50-5/8" 73" 105-1/4" 110" 49-5/6" 65.0 65.0 80.0 90.0 65.0 65.0 BO.O 90.0 65,0 65.0 80.0 90.0 74" ill" 63" 73" 105-1/4" 110"80.0 62' 65.0 65.0 80.0 61.6 61.6 B0.0 qO.D106-1/4" 80.0 (1/3W) (1/3w) (1/3W) i OPERATING VENTS TO DE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. BAIL H.D. MTG. RAIL H.D. MTG. RAH. GLASS TYPES 'A'&'AI', 'B'&'BI' GLASS TYPES V & 'B1, GLASS TYPES V k Cl.' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" 73" 105-i/4" 110" 25" 65.0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 80,0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4" 111" 38-3/8" 73" 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55.0 65.0 80.0 90.0 65.0 65.0 106-1 M. 50-5/8" 73" 105-1/4. 110" 49-5/8" 65a 65.0 80.0 90.0 65.0 � .0 - - - - 65.0 65.D - - - - 65. .0 " 106-1/4 11 63" 73" 105-1/4" 110" 62" 65.0 65.0 80.0 90.0 65.0 - - - - 65.0 b5.0 (1/4W) (1/2W) 0/4w) NG VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX" X, TYP. BUCK DIMS 75 TIP. BUCK DIMS r- FLANGE FRAME EQUAL LEG FRAME FLANGE DIMS _ ES Ea STD MTG, RAIL: 1 E4 .D TG. RAIL: PRODUCT REVISED s complying with the Florida Building Code Nan -No. 17-0918.09 Expiration Da/te009.1//2.212020 By /dam Miami -Dar Product Control BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME .. ... . . . • . •• • • • • • • • • Ji NOTE: • • • • • GLASS CAPAOITIES ONe THIS SHE`I AFJF* • • • • • • BASED ON A$1"1 E13 0-09 (3 CEC. GUSTS) • • • AND FLORID E14LDl COUISACJN • • • • • DECLARATORY 16TATE , DCAO4 DELI;L9 : • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • N . 70592 drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAM B.A. MTU. RAIL GLASS TYPES TVA[', BVIl1' GLASS TYPES 'B' WID7H HEIGHT EXT. ( EXT.(+) INT.(-) 25-1/2" 36' 52-1/8" 73' 25. 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8' 73" 37-3/8" 1 65.0 65.0 80.0 80.0 65.0 65.0 80.D 80.0 85.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36' 52-1/8" 73" 49-5/8• 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 25-1/2" 36' 52-1/8" 73' 02" 65.0 65.0 50.0 80.0 65.0 65.0 90.0 - 80.0 65.0 85.0 80.0 80.0 60.2 60.2 80.0 80.0 (1/2W) (1/2W) mr- OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' E5 E4 KST D. MTG. RAIL: BUCK DIMS -F FIN FRAME DESIGN LOAD CAPACITY - PSF (XU OR OX SIZES) BUCK DIMS. STD. MTG. RAIL E.O. MTG. RAIL K,D, MTG. RAIL GLASS TYPES 'A'A'Al', '1'1'11, GLASS TYPES 'B, A 'Bl' CLASS TYPES 'C' A 'CC WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' 7-15/16 82-1/2" 25" 85.0 65.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4" 7-15/16 82-1/2- 37-3/8- 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 85.0 65.0 54-3/4' 7-15/16 82-1/2' 49-5/8" 65.0 63.0 80.0 80.0 65.0 65.0 - - - - 65.0 6&0 - - - - 65.0 65.0 54-3/4" 7-15/'6 82-1/2' 62' 85.0 65.0 BOA 80.0 65.0 85.0 - - - - 65.0 65.0 E21 E4 H.D. MTG. RAIL: (1/3W) (2/3W) i5 G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• NOTE: •• ••• •• ••• i GLASS CAPACITIES Ott THIS SH A�� • • • • BASED ON 4T E1 O C0 (3 4SEC. •GUSTS) • • • AND FLORID. B�ILDIt�CyC�MIS IQQN • • • • • DECLARATORY 6TATEWNT DCAO4 -DE:.219 � • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as camp[yying with the Florida �,Lf Building Dade Not --No. 17-0918.09 Expiration Date 09/22/2020 Z mn Q k N BY Q47 f ZN 1L S F 0 0 0 Mlami-Dad rocluct Control 0 p Iu N�m t V �1n4 0�m 0 IL yy "0 Q w�LL_ n 0 to Sa? Jpm Q w m 2 e 4 FIN FRAME L.2 �',• OF drawing no. W 10 -18 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'AI', 'B'&'B1' GLASS TYPES V & 'BI' WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) INT.(-) 73' 105-1/4" 110" 25" MO 65.0 Mo 60.E 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 B0.0 65.0 65.0 80.0 80.0 65.0 65.0 1 80.0 80.0 73" 105-1/4' 110" 49-5/8' $5.0 65.0 50.0 80.0 65.0 65.0 80.0 80.0 65.G 65.0 80.0 80.0 73' 105-1/4" 110" 52' 15.0 65.0 Bolo Bolo 61.6 81.E Bolo 80.0 solo 60.0 1 80.0 t 80.0 I (1/3W) (1/3W) (1/3w) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' ES E4 STD, MTG. RAIL: _ BUCK DIMS FIN FRAME . DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. ST➢. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'Ai'. 'EVIll' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C' & 'Ol' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) E)CT.(+) INT.(-) 73' 105-1/4' I10" 25' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 85.0 80.0 80.0 65.0 65.0 65.0 65.0 BO.0 80.0 65.0 65.0 73" 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 85.0 73' 105-1/4" 110' 49-5/8" 65.0 65.0 80.0 80.0 65.0 85.0 - - - - 65.0 65.0 73' 105-1/4' 110^ I 62' 65.0 65.0 80.0 Bi65.0 65.0 - - - - 65.0 65.0 - - - 65.0 65.0 E21 E4 H.D. MTG. RAIL: (1/4W) (I/2W) (1/4W) � a OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' .. ... . . . . . .. . ......... . •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON T" SHEET ARE • • • • • • • • BASED ON ASTM E130C49 (3 :EC. GUSTS) • • • • • AND FLORIDA BUILDING•COMMIS54ON • • • • • CECLARATORY STATEMEW BICA05r&EC-219• • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED [Ilt- ComPI&S With the Florida Nas BuildingCodaOA-No. 17.0918.09 Expiration Date 09/22/2020 Z • h 0 F By Z n ~Q 2 2 n n- 6 Miami- ad rod-t Contmi O d p- W� (i C LL rO. 0 $u'� CI �� Q�Qmo 0 IL a 00��Q Q 1w IL o ZN "0 w J 0f00� Q 6Tf 0 FIN FRAME J ••voENSF'• :® I OF 7�� drOwlOna. W10-18 1/4' AIR 18" ANN. , 1 SS 1/8" HEAT STREN'D GLASS .075" I ,Dyer .075" Interlayer So(lex CP ith PET Core Saflex CP With PET Core By 'Eastman hemlcal Co.' By 'Eastman Chemical Co.' OR OR .090" lnterays' .DUG" Interlayer 1/11" HEAT STREN'D GLASS Saflex Clear And olor Glass Saflex Clear And Color Glass By 'Eastman Chem al Co.' By 'Fuel_.n Chemical Co.' OR OR .075" Interlayer .090" Interlayer .090" InteAayer Saflex CP With PET Core SentryGlas SentryGlas By 'Eastman Chemical Co.' Kuraray America, I c R Kuraray America, Inc.' OR OBy R Interlayer .090' Inteda yer .090' inter1' yer S rt SentryGlas TrosifoI PVT Trasifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc, By 'Kuraray America, Inc.' 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS r1/B" HEAT STREN'D GLASS w SILICONE Z SILICONE �' I SILICONE m CE 1200 z GE 1200 zca GE 1200 DOW CORNING 89 DOW CORNING 99 rn DOW CORNING 899 DOW CORNING 995 DOW CORNING 899 DOW CORNING 995 Ml M1 Ij FFIII' O O O W EB W ES 04 EE k M7 AT 1/� POINTS ON LIT S' M7 AT 1/4 POINTS ON LITES M7 AT 1/4 POINTS ON IJTFS w WIDER THAN 36' W WIDER THAN 36" W WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" 1 rloyer .075' Interlayer S CP With PET Core Saflex CP With PET Care By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090' Interlayer .090' Interlayer, 1/8- HEAT STREN'D GLASS Sofle. Clear And Color Glass By 'Eastman Chemical Co.' OR Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075' Interlayer SPACE .090" Interlayer SentryGlas 1/4" AIR SPACE .090" Intertayer SentryGlas 'Kuraray 1/4" AIR SPACE Saflex CP With PET Core By BR Eastman Chemical Co.' ASS By Kuraray America, Inc.' OR ` By America, Inc.' OR .090" Interlcyer .090" Interlayer 1/8" HEAT STREN'D GLASS .090" InteAayer 1/8" HEAT STREN'D GLASS SentryGlas Trasi(ol PVB Trosifol PVB By Kuraray America, tnc. By 'Kuroroy Pmerica, Inc.' \ By 'Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREWD GLASS 1/8" HEAT STREN'D GLASS SILICONE SILICONE o. Z�_ m GE 1200 GE 1200 m GE 1200 GE ai DOW CORNING 899 DOW CORNING 899 m DOW CORNING 899 DOW CORNING 995 , DOW CORNNG 995 5 Ml DOW CORNNG 995 F XL EDGE SPACER I it XL EDGE SPACER • • • -• X• 6DGE SPACER ST. STEEL BY 'CARDINAL' I ! !I ST. STEEL BY 'CARDINAL' • • • ! ! • 66T. STEEL BY 'CARDINAL' OR OR • _•OR a _ DURASEAL BY 'QUANEX' C DURASEAL BY 'QUANEX' • • 11 • • DO FAIL BY 'QUANEX' OR 0 OR • Q • • • • • • OR • W Ee SUPER SPACER BY 'OLAND W E9 SUPER SPACER BY 'QUANEA • • • El • • • • "PER SPACER 8Y 'QUANEX �! F x W M7 AT 1/4 POINTS ALL SIZES W M7 A7 i/4 POINTS ALL SIZESW M7 AT 1/4 POINTS ALL SIZES _GI Q5$_TYPE 'Al' GLASS TYPE '131' • • • • • • •�ASSal Oi70':D 'C*'• • • 0.70' OVERALL IOVERALLLAM. GLASS 0.70' OVERALL INSUL LAM. CLASS • G.VE4 ASUL. LAM.:LASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • • • • • • • • • • EXTERIOR PLY OF GLASS TYPE 'Al', '81' & 'Cl' MUST BE TEMPERED. • • • 000 • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED {�v as comp)ying with the Florida Building Code NOA-No. 17-O918.09 Expiration Date 09/22/2020 0 Z f z Q 1z a Mi am' a roduct Control Co �o`m N xx d N LL 08 V O w m OZm o 0aaos O Q iu 7 � re COE M �I z Q wmi� o 70692 drawing9 no. TYPICAL ANCHORS SEE ELEV. ley FOR SPACING WOOD BUCK a . Q' � a -EDGE DIST, a,� \ N N w1 EDGE 1. °.° • \ TYPICAL ANCHORS ' 1HY SEE ELEV. WOOD BUCK FOR SPACING FLANGE & FLANGE ADAPTOR FRAME LU_ 58 0 0 al Fr__________________TT Z o = II MLAMI-DADE COUNTY APPROVED I� k q V 0 I MULLION & MULUON ANCHORS I f Cj N I SEE SEPARATE NOA �1 Q f 2 o IST. m I I I I a 6 0 \ "EDGEDIST. I 10 LoId------------ Dag J aaop� TYPICAL ANCHORS 0TYPSEEICAL AN ORS "— SEE ELEV. N N 0 FOR SPACING FOR SPACING In Lr F �•—�{ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 I MUST`SUSI N 1_2AD. IMPOSED BY GLAZING SYSTEM -, AND TRANSF "TO THE BUILDING STRUCTURE. TYP AL ANC SEE FOR SPACING d C n 2-3/8' MIN. 1 L Fu=17 Fy-155 KSQ 0 28Y WOOD BUCKS STRUCTUR I 0 n \ `\ -1/2" MIN. PENETRATIOOOD (HEAD/SILL BS) p W HRU 1BY BUCKS INTO CO BLOCKS g a c~i1 ----- 1/4" N. EMBED INTETE (HEAD/SILL/JAMBS) O Snl o 1 /4" MIN. EMBED INT(JAMBS) m v~i ^ v°i WHEN USED THE MIN. WOOD BUCK 3 N M DEPTH SHALL BE 2K-. THE USE OF DIRE Y INTO CONCRETCKS n o n DEEPER BEVELED WOODBUCKS 5 1-1/4•' EMBED INTETE (HEEAD/SILL/JAMBS) 4 1-1/4" MIN. BED INTS (JAMBS) 3 0 - ; 14 SI, OR SF.L(GRADE 2 cR U o ¢ J INTO MIAMI-DADE COUNTED MU OR O INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) W m PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 1.- as complying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAJNTED) c B 8 Building Code o . € NOA-No. 17-0913.09 TYPICAL D DJ oR Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY = 2-1/2" MIN. u� 3 ey INTO WOOD STRUCTURE = 1" MIN. Miami-D� a Product Control INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. °' o m CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. a o 8 • • • �-9D YI(4-LOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 'm a E ' $ • ?fAP$0MS_ • • • • • W7 1.4" 1.2"•W P� f LOB T 4-1/8" FROM EACH ��tllllllilJJrrr • • • iX•I Pf D�WTT AS&C CS R • • •W2 �•1•/B" )r 1/2" tEEP•SLQT &•3-1/8" FROM EACH END '� • VCENSF'••;Gl W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END 7 _ }+ •• ••• ••• • ••• • • • • • • • • '•. EOF �•� drawing no. • • • • • • • • • RIDP..' �,�� W 10— 1 8 • •• •• • •• • • • • • • • • • • -.' rrrr`Ji 1lA6-1`t�� sheet 5 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. BUCK WIDTH SHIMS VENT WIDTH TYPICAL ANCHORS SEE ELEV O O O FOR SPACING S a- SCREENS OPTIONAL "-" EXTERIOR TYPICAL wcHDts BY WOOD BUCKS XOX LAYOUT D.L. OPG. SEE ELEV. FOR SPACING MIAMI-LADE COUNTY 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Ee -i- SCREENS OPTIONAL I '- -- N XO LAYOUT EXTERIOR FLANGE & FLANGE ADAPTOR FRAME ym61 n 1/4" MAX. I 0 SHIMS Z FLANGE ADAPTOR FRAME 0,WZ q Z z a 1/2" TYP. O0C o W N 11/2 �j O oUl�lih E v > o� agoog 2R 'HOOD B K 0 InN g WOOD STRUCTUR it ? H Z N _ o 2 Z°�a Q tu0 2 V � 0A ¢ v C I O ALTERNATE E3 O '^ O w -_OCK 0: L TO d LOCK C N II M z� 03 M E i n C Z J Gf Fi -,nI O �� N 1/4" MAX. (�(,,�\) SHIMS TYPICAL ANCHORS SEE EL. _- FOR F/ SPACING INTALLATION DETAILS SHOWN ON PAGES 5 v AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES, II • 00 • • • • ••• • \��st1 _1q�i • • • • • `� V W . 'a -- PRODUCT REVISED - 7 2 as comps 12 with the Florida w 1BY Building Lode • v • • •mu aucN� • NOA-to• • 1J-D918.09 1 • • ' • • • �- draw EOF m no. • • •.. • • Eapirati•n oat•09/22/2020 ' O ��: • • • • •ice R1oP.•'Ga�� W10-18 By J • • • • • Miami-DadAL oluct Control ;i/iiii I Jill � �sheei Fi of 1 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS METAL STRUCTURE TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. m FOR SPACING 0 3 ii EQUAL LEG FRAME L F r� - __-=_ ___-----==-i� jl MIAMI-DADE CWNiY AP UWON PROVED It Z I Mh MULLION ANCHORS O I F DGE i �I SEE SEPARATE NOA rn EDGE I ¢ C Q U yJ n N ` V voWa dO>a o TYPICAL ANCHORS TYPICAL ANCHORS O n o SEE ELEV. SEE ELEV. O d ry FOR SPACING FOR SPACING Iri 5m p d Q w4a L. z 0 [—�; LEG FRAME CAN BE INSTALLED DIRECTLY j5004 HOOD,CONCRETE OR METAL STRUCTURESUT THE NEED OF A WOOD BUCK. 2 3/B' MIN. n 2-3/�� WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 246'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED, TYPICAL SEE ELEV. FOR m d TYPICAL ANCHORS • • • • • • SEEGELEV, • • • • • FOR•SPACII6 • • • • • • EDC DIST. • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V e PRODUCT REVISED as camp]yyIng with the Florida Bu]ICing _ ,1 Code NOA-No. 17-091B.09 a L g Expiration Date 09/22/2020 0 w of By Mlaml- a roduct Control O N a cr rn 0 00 3 rn n C MWAI-DADE COUNTY APPROVED MULLION Ecd 6 ZLL C, - o k MULLION ANCHORS CD p SEE SEPARATE NOA U �P'' A,10EN D592 o �A�a TE OF :�� drawing no. ILLUSTP.— — ° nun v EXT. 0 NOT B) HOUSE I NOT BY TYPICAL ANCHORS TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu = 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 000 STRUCTURE 1/4" MAX. GT BY CGI \ GAP 1/2' MIN. 1115 Qi 1IL I HOUSE WRAPS NOT BY CC[ wt E1 EXTERIOR W3BACKBED • • • • • • • • • B 2 I • • • • • • • • • n CAULKING b • • • • • • • • • •• ••• •• • • • •• HOUSE W NOT BY C •• ••• ••• • ••• • a • • • • • • • • • • • • •• •• • •• • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIN FRAME %t7V PRODUCT REVISED Z m 28 — complying with the Florida I- f { Building Code 2 'S m NOA-No. 17-0918.09 Q` O O �, OWE Expiration Date 09/22/2020 BY 10I-- O Mla�r'oduct Control () O5m Y'1 0 O ao o2� O°�r. Q In O In Q W Q Wald Y 1/4" MAX. GAP 1/2" MIN. BACKBED CAULKING T 3 fir•. :si_ ,° � � TE OF drawing no. PRODUCT REVISED mplying ith the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Mlami-0adeX duct Control • • • • • • • • .70 • • • - � 9 EOF �� c. • • • F io�•'G��: al ��fiilliii111` y�U o J o 0 TTEf{ PART Q QUAi`1TITY DESCRIPTION z F h T Q Z N CL S E O 01 N _ y0 W N IL {wJ 0 C LL 0�N^ V o» M � IL0Q gtpp 0 'aGR d y y O e Q Z N 7LL N, iLiA=o o q rr+ Q w o f F 1 r � U C I y 0 r t C =Na n N n 3 M p n 13 3 CZJ 3 04 0 p C7p< J C m O : o n n r i g O o moo r � a drawing no. wi0-18 •• • • • • • • %0 sheet 9 of 11) AfATHRGl IdAIPF./SUPPL[EH/REMARKS E7 CGI-100 FRAME JAMB tD FIXED GLASS 6063-T6 CGI EXTRUDER E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 COI-102 - FRAME HEAD 6063-76 CGI EXTRUDER E4 Cq-103 - MEETING RAIL 6083-i6 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI-106 - - SASH RAIL 6063-T6 CGI EXTRUDER ES CGI-107 6/16' GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - 0.700' GLAZING BEAD 6083-T5 CGI EXTRUDER E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 Cq EXTRUDER E11 CGI-110 - NAIL FIN ADAPTOR 6063-76 CGI EXTRUDER E12 CGI-I35 - 7F FRAME JAMB • FIXED GLASS 6063-TB CGI EXTRUDER E13 CGI-13fi - IF FRAME HEAD _ 6063-T6 CGI EXTRUDER E14 CGI-139 - IF FRAME JAMB 6083-T6 CGI EXTRUDER E15 CGI-140 - 1` MUNTIN 6063-T5 CGI EXTRUDER El6 CGI-141 - 2S' MUWON 6063-T6 CGI EXTRUDER E77 CGI-605 - SCREEN FRAME 606J-T6 CGI EXTRUDER E18 CGI-114 - SILL SNAP IN � 6063-T6 CGI EXTRUDER E19 CGI-115 - - SILL FILLER 60fi3-T6 CGI EXTRUDER E20 CGI-116 FRAME JAMB 6C63-76 CGI EXTRUDER E21 CGI-117 - HD LOCK .RAIL 6063-TB CGI EXTRUDER E22 Lq-1}B - IF FRAME SI ••• • • • • ••• • • • •• •• • • • •• •• L2r1.301 E13 FLANGF j=---2.440- 1.015 FRAME HEAD 11,220A 2.346 O FLUSH 2.440 _ 1.301 IYP. V--1.155 1.015 �. FRAME HEAD 2.113 1.015 TyP t.368 .745 E4 MEETING RAIL 1.007 -7.065 .490 �---j .120-1r I i I �- .70s�050 TYP. .70J 5 .050 TYP. /� 1,550 1.680 I .05o 5/16" GLAZING BEAD O .700" GLAZING BEAD LJ95 1.449 Ett 1.395 O NAIL FIN ADAPTER 1 496 050 180 050 I 293 065 1�1.413 M3 M2 2.264 t 25s O FLUSH FRAME COVER O SCREW COVER oeo L ��'j 0 o, o Z 0 W ° 1°y a tv m D C 1 R. Q iii�ggq 0 N N p N Q W e ti C P m JQ 4 1.015 j^ 7.140--{ 1.015 L^ 1.140-� - 1.788 ,065 �1YP. 1.011� � 7J �0 4.430 E22 3.685 O65 TIYF..065 2.885 FRAME SILL J.930 3.185 O FLUSH .065 IYP. 2,885 {--2.440-- FRAME SILL 1A43 ES LOCK RAIL c19 SILL FILLER 50 .180 �`L .050 �3 FLANGE ADAPTOR O y g 0 m U n vi L O p w -p N I C I^ 3N�� U � n L Z N 3 0 U � 1.788 1.01' S Oss TIP. q Lti--+� 1.043 E21 ALT. LACK RAIL O 2.310 1.220 h-2.440 FLANGE �2.737 j" I- 2.137 Typ. T.'P. A65 IYP. 2.505 2.613 2.505 2.613 1.892 I L 1.015 065 IYP. 2.195 PRODUCT REVISED as comp)ying with the Florida building Code MOa-N_ 17-0918.09 Expiration Date /22/2020 by l Mlaml-Dad roduct control ! ! • • ! • • • • • • • • • • • • • • • • • • • • • • \`11111111I i//////, • • • • • • • • • �F.®, 7ii • • • • • • • • • • • • `�'�;.• �,1GEM ® o u H m�niE € € YS a} iE 1.000 .991 3.237� Eta FLANGE FRAME JAMB (MOVING) .500 .99I 2.737 F20 FLUSH FRAME JAMB (MOVING) 1.043 L E6 HANDLE RAIL --{ 811 j^- 2.5D5 .085 TYP. -y 511 2.505 .065 IYP. o o a I c '" ` " _ m 't 1.025 1.015 1 745--+ E1z FLANGE FRAME JAMB (FIXED) 15 41 1.245- E1 FLUSH FRAME JAMB (FIXED) 1.395 1.015 O SASH RAIL 2 �_ ,. • • • • • • ! • �� -" ', TE OF (y • • • • • • • t • • �Dp.•.•� • .• .• •• • • ,��s � • • • ••• ! • i�� A�1�1�`� s drowing no. W10-18 C11-10of11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sz PRODUCT REVISED ,v O as complying with the Florida Building Code o / NOA-No. 17-0918.09 Z m j Expiration Date09/22/2020 0 z I m a / BY /j qZ Miami-13a�roduct Control a 6 p / C `m U I � M J 0 C O QO o WWg � y C d O � Q wmf kJ O JLJ FRAME TOP CORNER \ j e C i M L VET�BOTTOM_p4QRUEK 5� ? 0 0 w d a in g c N M oN O n � 3 h / Y.3 i • ••• • • • • .• - a o • • • • •:RAjySLW •t.0FLE4 • • • `� �JP�......... 70W2 = y; se •• ••• ••• • ••• • •• • • • • • • s of • • • • • • • • • • � _ � ®'. drawing no. FIXED MTG. RAIL CORNER • • • ••• • • ��StiAL10"�\ sheet11of11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • or MIAMI•DADE 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 N CCEPTANCE(NOA) www.miamidade.Eov/economy G ndows & Doo s, Inc. 00 N. W. 25" Stre Miami, Fl. 33172 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 fails to meet the requirements of the applicable building code. . . .... ...... This product is approved as described here' as been designed to comply with the Florida lluildir�Eexie, • • ...... ...... inct dd e ocity Hurricane Zone. • ESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Si •- LMI • .. . .. ..... H Prtw v 'Reveled-` s b �swin �oo� • • • • • (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq CorB4r'a Ob, datV 01103/13 • last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dadg"wgy Product Control Revision stamp wit the Notice of Acceptance number and expiration date by the Miami -Bade County Product Control.:. Section. 0• MISSILE IMPACT RATING: Large and Small Missile Impact • Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. 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. TERNIINATION 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 and renews 4 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1226.05 ZExration Date: August 08, 2023 ovalDate: February 22, 201 P e1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 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(+50.0 PSF, sill S-1 only) 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 2411 3.2.1, TAS 202-94 • • • • • • • • • • • • • Along with manufacturer's parts and section drawing marked -up drawings 'af MIninum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATI 19t4218.04 12 dated .... • 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FB.(,.%AS 20R*24•; , • • • • • 2) Large Missile Impact Test per FBC, TAS 201-94..... 0..:..' 3) Cyclic Wind Pressure Loading per FBC, TAS 209,194 :10 0.0 ...... Along with manufacturer's parts and section drawing marked -up drawings WJt4ninum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sampl i#3) dated (4/614P-015,: • signed and sealed by Ramesh Patel, RE • • • • • � :. • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (511 Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER This file NOA revises # 13-0226.06, expiring 08/08/18. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.L/S.M.L)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Co;poratic%.dated . • • • • 01/0')/13 and last revised on 02/13/18, signed and sealed by Javad Ariad, P.E.....:. ...... ....... B. TESTS l . Test reports on: 1) Air Infiltration Test, per FBC.. TAS 202-94 • • • • • • • ; • • • 2) Uniform Static Air Pressure Test, Loading per FRG.T.AS 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 213-94 ' • • • • Along with manufacturer's parts and section drawing marked -up drawings; fOninurn out w/ ; • • • •; sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated Q3h•9�'t 7, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (201.7), prepared by Al Farooq Corporation, dated 11/1')/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE l . Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Produet Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their '`Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 121l1/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. G. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad.4Wad, PX.•.. �••��• OTHER ...... . ...... 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test # 16-0947, dated 07/26/16, approved by RER. • • • • proposal • • • • • ; • ...... . . ..... . ...... .. .. . ...... ...... . . . . . . % 0000 ... .. . . .. . . 0000 orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 11 3/16' ANN. GLASS 3/16' HEAT STREWD GLASS : Hq.. .075" Soflex CP With PET 'Eastman Core .075" Saflex CP With 'Eastman PET Care By Chemical Co.' By Chemical Co.'.090"SafexClarAnd Color 'Eastman Glass .090' Saflex Clear Md 'Eastman Color Glass IL I Chemical Co: INTERIAYERS By Chemical IMEPoAYERS t Co.' Q w N n .090 SentryGlas 'Ku .090" SentryGlos N By ray America, Inc.' By 'Kuraroy America, Inc.' p .090" Tr ifol PVB .090" Trosifol PVB Q m By 'Kuror America, Inc.' By 'Kuraroy America, Inc.' 3/16' ANN. GLASS 3/16- HEAT STREN'D GLASS a C n o0 Q 1 G H SILICONE SILICONE Q d I•u DOWSIL 995 DOWSIL 899 DOWSIL 995 DOWSIL 899 at ut p N II..11 GE-1200 GE-1200 IL Z N LL e 'LI 38 38 I !: \ m f Q J Q . In C--- I o / {_off \ Q W 53 AT 1/4 POINTS 53 AT 1/4 POINTS .° o � N GLASS TYPE 'A' GLASS TYPE 'B' 7/16- OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS W LO "- n 3 3 GLAZING OPTIONS ,zl z SERIES SENTINEL 160 3 0 _ R ALUMINUM OUTSWING DOOR W SIDELITES I '^ o APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS L U �' WITH OR WITHOUT SIDELITES. O SIDE LTIES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS PRODUCT REVISED t, WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. as comp)ying with the Florida DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER Building Code ��' " o INFILTRATION RESISTANCE. NOA-No. 17-1226.05 c o s ~ z Expiration Date08/O8/2023 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE n o REQUIREMENTS OF THE 2017 (5TH EDITION) FLORIDA BUILDING CODE By a INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Mlami-D a Product Control 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE BY AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS- • • • • • t • • • (SHUTTERS ARE NOT REQUIRED. AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • • • • USE CHARTS AS FOLLOWS t • • • • o a a MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • 111 • • • • • • • • I ICI A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOOREQUISQ41' &44: • • • • • • \``\ytl1l //, �"'••• r ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE ,:' r MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (Xx) DOOR CAPACITIES TES 5 3D1B �S�NSF•. �• ,� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SEE SHEET 2 z - - 0592 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. I�i y7{I THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 FOR SIDELFE PANEL (Of SHEET 3• • • • • • _ I ',,ll �= X a v FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR= •CAPACITYGEE 4 FOR SIDELITE COMBINAT tJ TH D R • �HAfT �. • • • • • • • • • • ': I STA OG �V� ��,,.d��t drawing no. WATER INFILTRATION RESISTANCE ETC. SEE MULLION CAPACITY ON • • • • • t • ••• FL p •.• i�� /"S ' �� W13-01 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL p 5 THE LOWEST VALUE RESURING FRA STEPS 2, ' AND 4 SHALL APPLY 70 ENTIRE SYSTEM. • ^•'• it/TSB®{\hAL ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • 3/16" TEMPERED GLASS 3/ 8- AIR SPACE 3/16" ANNEALED GLASS .090" Interloyer Saflex Gear And Color Class By 'Eastman Chemical Co.' r3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 FDOWSIL 899 GE-1200 12 h I� II II 1 XL EDGE SPACER 1 ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' 0 OR w / SUPER SPACER BY 'QUANEX' / OR KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'Cl' 1' OVERALL INSUL LAM. GLASS 3/16- TEMPERED GLASS 3/8- AIR SPACE 3/16- ANNEALED GLASS .075' Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16' HEAT STREN'D CLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 - \ Z 38 jl i \ n 12 jl II XL EDGE SPACER h ST. STEEL BY 'CARDINAL' OR o ` DDURRASEAL BY 'QUANEX' / SUPER SPACER BY 'QUANEX' \ / OR KOOISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS 3/16- TEMPERED GLASS 3/8- AIR SPACE 3/16' ANNEALED GLASS .090" SentryGlas INTFRLA„ERS� By 'Kuraroy America, Inc.' .090' Troaifol PV8 By 'Kuraray Americo, Inc.' 1/16- HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 I I, 2 h \ XL EDGE SPACER I i r ST. STEEL BY 'CARDINAL' OR o ` OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' \ / OR KODISPACE 4SC TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'C3' 1" OVERALL INSUL LAM. GLASS PRODUCT REVISED as comp)y" g with the Florida Bullding Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mlardr-DaffXProduct Control • • • • • • • 'w • • o FEB I 5 1D18 •• ••• 0 0 • ••• • • • w • • • • • • • • • • • • • 8 Aq��yOF .�` drawing v na.Gee W13-01 42" 2 ANCHORS 81 1/2' DOOR FRAME WIDTH TYPE 'A', 'B' OR 'C' AT STILE ENDS DOOR FRAME WIDTH SEE CHART FOR QUANTITY 6' MAX. HINGES HEAD/SI 3" HINGES HEAD/SLL CORNERS 3• 6, III--�--3. HINGES SEE NOTE CO S A SEE NOTE A _ SEE NOTE BELOW t TI I BELOW BELOW II / A ==-1r-- i II/ u A l xl A 0 �O 11 II �1 I A II II\ II N�<z I I \ II N ACTIVE -RI � BAAT mw z ' � 28 1/4" D.L OPG.HORS 'B' LE ENDS TYPICAL ELEVATION ( X ) . 1 1 Y N p n �1L / Y 11 -- FLU\iI( BOLT C / / tl tl DETA( ' SEE 34ET 11 3 POINT LOCK ? o SEE SHEET 10 A _ �IV II II II N \ II 11f u i I AGTNE NAC I I I j 1 Ig vl o 2B i/4' 2 /4" .L OPG. 4 ANCHORS -TYPE '0' SURFACE APPLIED FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) DOOR OPTIONS SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSF CUSS TYPES 'A'. '13% 'Cl", 'C2' h 'C3' FRAME LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS WIDTH (X) WIDTH (XX) HEIGHT STD. ADA SCH BLDW CXL • •DD • �1AN• 37-1/4' 72` 95" 35' 80.0 70.0 80.0 0 80.0 80.0• 80.0 R0.0• 42" 81-1/2' 1 96' 39-3/4' 1 80.0 70.0 80.0 (6O.0)j 70.0 70.0 1. 80.0 10 0 0 LOCK SETS: SCH = SCHLAGE CC = COPPER CREEK BLD = BALDWIN • • • • • • S A 6 INCULATOp6: • ISXL • CARDIIWL AL • ROD �- ADISIDACE• • HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'a. 1/4" 4 4 4 3/8" 6 6 6 1/2- 7 7 - SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HINGES: 4- X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH ENDINTERMEDIATE k:�2t�2 HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) • • • NOTE: • • • • QUAFr= QUAk SURASEAL} • • • � �'®' �� '� QUA��',• �1GEPYS ' "Y® i •N VERIFY COMPLIANCE WITH EGRESS IJMITATI0N5 WHERE REQUIRED. SlJPE1iS4ACER F •' i FE81 5 2D16 NOTE: .-No0562 FLUSH BOLTS AND LOCKS MUST BE PRODUCT REVISED .. o • • • • • • • • • • • • • as complying with the Florida = ', ic9 ENGAGED TO HEAD AND SILL DURING • • • • • • • as co ng Code-lI; NOTE: PERIODS OF HURRICANE WARNING. OA-No. i7-1226.05 GLASS CAPACITIES ON THIS SHEET ARE DOOR D L 0. f}A16 • • • • • [,(�� • • • • • • •/- S ' •�S' drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT2AMEIGFR - �2�75� • • • xplration Date OSlOSI2023 �� D •. \ AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X•DOORS)•= FRAME WIDTH •-.v.75" • • �''./aSs�•• ��= / i��3—�� DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 M�am Product control 77jr��I11��`\\`\ sheet 2 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• H H Q m p i G M aZ 37 1/8' iOI'0 D.L. OPG. TYPICAL ELEVATION ( O ) CORNERS SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A,'B', �C1' GLASS TYPE 'C2' GLASS TYPE 'CY WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.-) 30" 33" 36' 37-1/8- 3g" 42^ 84' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOO 80.0 80.0 80.0 80.0 B0.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 80.0 30' 33" 36' 37-1/ 8- 39, 42' 90' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 a0.0 80.0 80.0 80.D 80.0 BO.o 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 510.0 80.0 30' 33" 36' ' 37-1/8' 3g• 42. 96' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 42- 37 1 /8- 165 1/2- MAX. 81 1/2- DOOR FRAME WIDTH 1 / u \ u R PLEUS BO DTAIL A SEE SH 11 3 SEE DINT LOCK 5�ET 10 o I / a =__/�_� -- -h \ J l II / II \- \ \ u �I \ R �i1--- \ n / \ A t R I I I / II II I ACTIVE I INACTIVE LL U 42' O h SIDELITE WIDTH SEE CHART FOR QUANTITY Imo' HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 'A' '8' 3/8- 6 6 B 1/2' II 0 "T" I aRrc" O =-__It-- -- --- D ad C� 0 d ---ii o � Jam) W j LL V Q h LL wo }+ Q WQR eL F '✓ FASTENERS SAME LOCATIONS 0 AS ANCHORS SHOWN ON - SHEET 2 II I I � Ri a S O O ,l i 11 o O N C II N u1 3 N M d a 3 I I I I i I I I I i 3c zEj --- g --- - � mw � 0 0 adz 28 1/4' 28 1/4- 37 1/8" ,o �0 V o� D.L OPG. D.L. OPG. D.L OPG. 4 ANCHORS SURFACE APPLIED TYPICAL ELEVATION TYPE 'D' FALSE MUNDNS MAY BE USED OXXO AT STILE AND MULLION ENDS SIDELITE OPTIONS GAS IN ATOR IMRATONC TOR 1D ITES NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. u a o o_ WIDER THAN 37-1/8' ONLY. 90' & 96' HEIGHTS FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOW16 • • • • • • • • • • C 4 c ogle - - - c FOR GLASS TYPE 'C3' • • CARDINAL XL (L'Mrr MAX. LOADS TO 370.0 PSFl • • • • • • • • • • • • • • :0: • • \``�1i 111 lI II/Tr,'/ n 'I • • -0: • • • • • • • FEB 1 5 1A18 �. • • • • • • • • • SIDELITE D.L.O. DIMS. • • • • • _ �^ • • D.L.O. HEIGHT = FRAME HEIG 2.ST • • • • D.L.O. WIDTH = SIDELITE WIDTH•- �" ST•iJ0 ALONE RGI@ELIiE ONLY D.L.O. WIDTH = SIDELITE WIDTH 4.8750SIOELITE TO DOOR EIILY PRODUCT REVISED as complying with the Florida • • • • Building Code • • • NOA-No. 17-1226.09 • • • lx ration Date OS/OB/2023', • • • pl • • • • By • • Mia -Da roduct Control 1 _ \\ ;%_\NI.70592 'G = r A = ;'� :. Q°=-� `TES �� p ��e��''• �.Rj� )''��9;�` 1 u = a a drawing no. W 13-01 1 sheet 3 of 1-1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACffY - PSF SIOELRE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELITE FRAME HEIGHT INCHES SIDELITE TO DOOR MULLION (SEE NOTE BELOW) EXi.(+) INi.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 80.0 80.0 80.0 80.0 80.0 MID BO.0 80.0 80.0 80.0 50.0 80.0 80.0 1 80.0 24 30 33 36 37-1/8 39 42 39-3/4 1 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 96 80.0 80.0 80.0 80.0 80.0 80.0 78.3 78.3 77.2 77.2 75.4 75.4 72.6 72.6 DOUBLE (XX.) 81-1/2" MAX. SIDELITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE, DOOR/SIDEUTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDELITE WIDTH / WIDTH WIDTH WIDTH ` WIDTH C H H H C // // DOOR DOOR FRAME SIDELITE FRAME W-D-TH7 WIDTH WIDTH / \ C /N \ / (xD) (Dx0) (xOx) (OX ) SWDTH DOOR FRAME SWEU7E DOoft WIDTH WIDTH _ _ TH WIDTH If H MULUONJ (Oxx �000R STILE END ANCHORS - (l xx0 END ANCHORS SEE SHEET 3 SEE SHEET 1 WIDTH -ram WIDTH WIDTH LL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 v o WIC • • • • • • • • • 1111111 �--� ��11 Ttr7 PRODUCT REVISED �_ as complying with the Florida f EB 1 5 ® 'P59` .. ... ... . 13eildiey Code 2D10 =', •: Y� _ a "e • • • • • NOA-M6 • . 7 �.1 226.05 • • • • • • • BTA Of.CS/� drOwin a no. • • • • • • Ex iratid� DatI06108/2023 • • • • • •Mia -13 ro ct Control ON�� 1� �` sheet 4 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS 4 N V SEE ELEVATIONS i� FOR SPACING pl M •CONCRETE. Z n J F m qO n W Q 44 z Op V O O _O Ulgm A >m 49 I I i l a.0�m pop I Q IL 13Q .1 e F L"1111" ICOE m J ID Q I I I I � R.1 J C I w i 0 O IYi mE. 0 - M i li I it O it 6 I 9 I I I I I I s PRODUCT REVISED — a9 7 POURED h HARDENED j j as complying with the Florida HIGH STRENGTH GROUT yg 7 Building Code a f'. - 50GO PSI MIN. I NOA-No. 17-1226.05 p c W WI NOT BY COI NDOW MUST TRANSFER SHEARB 1 4! Expiration Date08/08/2023 U� LOADS TO STRUCTURE By -4t LOAD BEARING 47 I -l- (SOLID SHINS 37 • • • • • • NII� OPTIONAL TO GROUT) I i f¢I 33 • • • • • • • •• • 40 H I • • • • • • • • u ` rp. ... FEB 1 5 2018 t,Y,tlllli,rr,, TYPICAL ANCHORS a \TYPICAL PNCHORS ;/�' `, • �O592 .. .. a SEE ELEVATIONS c EDGE DIST. 5•E•E•EVATION� • • • • • • • CT I EDGE GIST. FOR SPACING FOWPACING • • • • • • ,® • • • • • • • • I —� SADDLE (ADG) JURESKfiLLp • • • • • • • • • ,5'�P 7 OF (�� drawing no. STANDARD THRESHOLD •-•—.l•' 1{( OP,.'�� NOT APPROVED FOR WA R INFIL•rRATION REASTANQE• •,, '• 5�,, ` W13-01 APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70.0 PSF DOOR llETA1L5 �i,r�O p-�`�� rrrrlllt111 sheet 5 of 13 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • 1BY WOOD BUCK SEE NOTE SHEET 1 O X 2g O � m N W \ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PIC TORS: SE bSPACING TYPE - ` C ' (17 -1155 KSI) MIN LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD ST 1-1/2" MIN. PENETRATION INTO WOOAMBS)THRU 1BY BUCKS INTO CONC. OR BL1-3/4" MIN. EMBED INTO CONCRETE1-1/4" MIN. EMBED INTO CONC. OR JAMBTYPE 'B'- 1 ' T BY 'ELCD' (Fu-155 KSI) ENG - DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1 /4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/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 OR JAMBS SG = 0.55 MIN_ CONCRETE AT HEAD, SILL OR JAMBS V. = 3000 PSI MIN. C-90 HOLLOW/RULED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE METAL SEE NOTE SHEET 1 Il /-STRUCTURE c9 1 �3 m2 O IIIJJJ TYPICAL ANCHORS o SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS FOR SPACING •• ••• • • • • • •• • •• • • • • ••• • • •• ••• •• • • • •• •• ••• ••• • ••• • • • • ••' DOOR 1)ETAIiS ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ________________MIAMI-DPDECOUNTYAPPROVED I I r-d" SEESPARATE 11. l --------- -------- a N O�u'^1 F� X W � =O 4F 1•I TYPICAL ANCHORS SEE ELEVATIONS a s g Q y p Q N FOR SPACING O JOW Q W M i IL 2H_ q JOma� Q W T E PRODUCT REVISED as complying with the Florida "d B.Ilding Code NOA-No. 17-1226.05 = d d Expiration Date 08/08/2023 °1 p By Miam=Dad rodeo Control rri m = FEB 1 5 2019 `IIIIII II I IIr7 ':'• CENSE � n � �SPA�OF Cyr drawing no. 13 IN —01 N U. 3/8' MAX. O 19 22 25 O 1/2" MAX. o LOAD BEARING C LOAD BEARING n SHIM 1 242 SHIM 1BY WOOD BUCK 41 ©OR 1 SEE NOTE SHEET 1 Z O m z ACTIVE LEAF TYPICAL ANCHORS ¢ 'L SEE N 0 TYPICAL ANCHORS FOR SPACING SEE EL% a N FOR SPACING W r �.y pw.i pU 52 7i" d C C m o 46 J6 J5 34 7 13� 7 33 47 14 4 �i C Z Oj N D.L OPG. LL Zy"o m METAL EXTERIOR J t5 e a WJW Q W OE F STRUCTURE O LEAF WIDTH OR FRAME WIDTH � U � C I L 0 Q LU 1/2" MAX. SS O a LOAD BEAO 19 z2 25 O 20 2 26 1/2" . �0 SRING MAX HIM C 2f 24 2 LOAD HEFTING m CONCRETE 41 ©OSH1M R� 0 N OR - MASONRY _ _ =ACTIVE LEAF - IINACTIVE LEAF BY W000 BUC C Z n • 39 14 W D STRU RE 3 p .^. TYPICAL ANCHORS --- SEE ELEV.. — - (D O Q FOR SPACING. _ SEE OTE EET 1 39 49 _ _ _ _ _ 52 37 - �� 1 37 oN i o � a .7 0 46 36 35 34 7 13 11 38 38 110 33 47 4 4 18 7 11 O u O D.L. OPG. TYPICAL ANCHORS u 'N D.L. OPG. SEE ELEV. _ w FOR SPACING a i °czdi EXTERIOR LEAF MOTH LEAF WIDTH o DOOR FRAME WIDTH • • • • • • • • • • • > o • • •i • • • • • �� PRODUCT REVISED - s complying with the Florida FED 1 5 1018 MI./: 6elldiag cede _ � . 2 Wration late 0 08 023• • • • • it -I Qj - • • • \TA OF it, drawirg oo. • .� • • • • o oP ' Gam; W 13-01 -Da roduct CV -I • • DOOR M Ajjt �77j��jl1`7�1�� sheet 7 of13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE •EDGE'OIST.� : CONCRE"il'. TYPICAL ANCHORS SEE ELEVATIONSFOR SPACING 19 22 25 K MATING JAMB FASTENERS FOR LOCATIONS 1 24 2 2 545 SEE DOOR JAMB SPACINGON SHEET 2 k 3 I." IL u 0 OR p>M . O 3 Oy CCM. 0 IL a a4 PRODUCT REVISED as complying with the Florida EXTERIOR 33 " ` `2 swldtng coae NOA-No. 17.1226.05 Expiration Date 08/08/2023 0a� ix a i D N W O y. m I z N = ; a' Q W N f r By LEAF WIDTH D.L. OPG miam- a roduct Control O DOOR FRAME WIDTH SIDEUTE WIDTH 42• MAX. SINGLE (X) �81-1/2" Fwo. MAX. DOUBLE (XX) i ( � I.- v v~i C ai 6 ao W — y, W II I� II ! li 1 1 I I-- Ii _ 1/2 MAX. LOAD BEARING. O O SHIM H MATING JAMB FASTENERS CATIONS '• tOON4 4 19 3 5 OR JAMB SPACING CONCRETE ETS 2 & 3OR MASONRY — z w O N o y1 ei 3 O 3 Z J N l� O — U O I r _ - u II II I II O ��rc + 3a 35..1`le a EXTERIOR D.L. OPG. I LEAF WIDTH a a d p 3 TYPICAL ANCHORS SIDELITE WIDTH DOOR FRAME WIDTH 4" LONG 42 MAX. SINGLE (%) :�� SEE ELEV. • • • • • • • • • • • 81-1/2" MAX. DOUBLE (XX)- FOR SPACING • • • • jRAAMi WZTH. p o 'o 0. o O• • • • • • • PPLi ESAATIRG • • \ `\YY �+�' AN N FEB 1 5 70W2 ?018_ i - eeNCFLrFE. o EDGE a I DIST. a� ° NOTE' LIMIT SH�1•TO M L STRUC RE /� JAMBS TO�$"� -+P •'' T EOF.fy�� • • • • • • • • • • ``__ TYPICAL ANCHORS • • • • �'L RIDi;.'• i� • • S+ ' •• -. C� FSEE OR ELEVATIONSSPACIN• • ?IDE;NE DE.TAIIIS� • ''., S/� ��, ��` 'r IIlI II111 �1� drawing9 no. W13—01 sheet $ of 1 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS 1 AL-189 AS REGO. FRAME HEAD & SILL 5063-T6 KEYMARK / SAPA 2 AL-190 AS REQD. FRAME JAMB 6063-T6 KEYMARK / SAPA 3 AL-196 AS READ. SIDEUTE HEAD & SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS READ. FREE STANDING SIDELrIE JAMB 6063-T6 KEYMARK /SAPA 5 AL-198 AS READ. MATING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 6 AL-193 AS READ. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA 7 AL-194 AS READ. PANEL VERTICAL STILE 6063-76 KEYMARK / SAPA 8 AL-199 AS REGO. SHEAR BLOCK 6063-T6 KEYMARK / SAPA 9 AL-191 AS REQD. FRAME HEAD & SILL SCREW COVER 6063-T5 KEYMARK /SAPA 10 AL-192 AS REDD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA 11 AL-121 AS READ. GLAZING BEAD (7/16' LAM-) 6063-T5 KEYMARK / SAPA 12 AL-123 AS REQD. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-75 KEYMARK / SAPA 13 AL-200 AS REDD. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS REDD. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REDD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 16 AL-540 AS REDD. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA 17 HO-4503PL AS REGO. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CCI PROPRIETARY 18 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD-5455 PASS AS REDD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HO-5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 22 J10 TOR605 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 TOR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REQD. DEAD13OLT (THUMBTURN), AT ACTIVE PANEL 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK 26 HD-34-10116 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 27 HD- 082410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 26 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S. STEEL - 28A 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 HD-538 AS REQD. DEADSOLT STRIKE PLATE S.STEEL - 29A _ 2 /PLATE d8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 30 HD-53EN AS REQD. LATCH LOCK STRIKE PLATE SHIM Ni LON CGI 31 HD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HD -STRIKE BOX AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX _ NYLON CGI 33 HD-525-9-REV 2 /LOCK"MECH. BOLT LOCK ASSEMBLY S. STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-108 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY 35 HD-AB800-US32D 4 /LEAF 4-1/2" x 4" HINGE BRASS HAGER 36 HD-AB800-US 4 /LEAF 4-1/2" x 4' HINGE S. STEEL HAGER 37 03/8'-16 ROD 2 /LEAF 03/8"-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-w33321 AS REQD. .187' x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HO-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - 41 HD-12-10042 AS REDD. .350" REACH POCKET SEA! (FRAME PERIMETER GASKET) - AMESBURY 42 WS-32011 AS REDD. FOAM -TITS CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY 43 HD -CUP ANGLE 2 /EACH 2 x 2 x 1/4' CUP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - • 44 3 /CORNER #10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - • • •PgDq 45 SEE ELEV. '14 x 3 4" HH. TEK MU WON ATTACHMENT) S. STEEL -• _*BuVdm 46 8/HINGE , 4/CUP /12-24 x 1/2" PHP. FH. UC. THREAD FORMING S. STEEL -• • • • • •NOAj1 47 _ 2/EACH #6 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expirat 48 1/EACH #10 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - 49 _ 03/8"-16 NUT 4 /LEAF 03/8"-16 SERRATED -FLANGE NUT (ZINC PLATED) STEEL - • •-• MIa 50 - 2 /FLUSHBOLT #8-32 x 1/2" PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL* - • • • I 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL). SECURED W/ #6 x 1/2" PHP. PH. SMS. ALUMINUM:SCREA TECH • • 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON • - • • • • • 53 2/ LITE I SETTING BLOCKS EPOM I OUROfIETER 8035 MORE R 1 r DUMMY �� 1242 4-r--- - -J 37 ___ Z • m G ACTIVE LEAF 9- INACTIVE LEAF '� N w C O 6 CWN`" V p jei _ 26 OPERATION OF DEADBOLT 31 (WITH KEY FROM THE - O QIL 0 o EXTERIOR OR THUMBTURN EXTERIOR FROM THE INTERK)R)-i---� - _---_ Q qT 2 ACTIVATES THE THREE-POINT L-----_ J Q W 7 LL p LOCK MECHANISM `-----� V, Z REGARDLESS OF LOCK SET OPTION INSTALLED. SECTION AT DEADBOLT LOCK J (7 m Q a Z. OR f � SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • • GE SCS2000 SILICONE SEALANT. JC= RXVWED lyi•g yth th• Florida \\1\ 1 f 1111 IIII/ /i Cgpe 37"14A.05 '\`y�Eli peg • y,.•' V ENS'•. on Date 0 8/2023 (� FEB 1 5 1016 =_'F .Hm. 0692 gad rya ConYol i A° • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITOwing no. W13-01 LOCK �Ivt) 5TRE It u U o p5TR4GRL Z � m 4 j II �i ji 48 Coo ` 0 A I N t � I na i F4H 2-U2• I ci .1 i ji PHP. H. 55. M5. /y p li II 0.450' (OD) a .031' O I I °1 C O a rl 25 wwsneR j II j ° ❑ i' 0.295 7, 7. I iyl ii 5. STFEL 5,NING I� ii ZG N '' I 0.450' O) a .03, I i Q W la II f I Nnou w15nER {1 �,, Ii I LL Z o oL' Toe nEx (OPno •.vrtn ,i II 0.-5711f c nur ,u,t jl 47 Q u� m i I i STILE HT: 49.0757 II it I II li � 4 O o - I II 11 s n NYLON 51 E IGER 2 BLOCK 05.500. 5. STEEL 1 WHEEL A J v a� 31 H V N O 1 21 24 27 O S N o - Get Loc o ^7_ p 3� i W 10 —_� --— O/JAI TA yi d U _I n Z v^i 0 Ug Q i O i i it 1 1 2 DO ij ij II PRODUCT REVISED li ';i as complying with the Florida I Building Code u f5 li I NOA-No. 17-1226.05 u o 0 3 0 ,1 1i jl i 5orroM nEu ft00 - I, li a Expiration Date 08/08/2023 W'/COUPUNG NUL II I. M1ENGTn-347 j By i �� j i � i • • • miam a Product Control � o • • • •• t E, z • • • • • • • • '' 'ii I I = • • • • • • • • • \YL111I III///// it FEB 1 5 1018 a is No.�2 7 _ 'i jl • • I• • • • • • A7 F 9 -- ji I = it � • j• _• I i • • • • • • • UNLOCKED POSITION LOCKED POSITION sheet 10 Of 73) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A5� U O O I I LOCK (INK IVt15TIIL \ I Z di W % h Q a i �oo�o EII 3 �!II dd'a�M oo � I I aO�M i I O N Wde C I I LL i�l Vr a�Z0 1d I iI 1 Ili ,jzma� m I®1 u O O „ r n I I � �� x i s o v~ c c 2 UUN(O� �.� d � 3 M m z m 15 I E C .5 3o Z L2 n a U U �� oa J �k \ FurneoLT I I, PCNATOR �®� i I II PRODUCT REVISED !; as c—piying with the Florida H W Building Code o W NOA-No. 17-1226.05 it Expiration Date 08/08/2023 y i By _ li Mlarhi;D3,PrProduct Control bi _ 8 I) NOTE: I • • • • • • FLUSH MOLT AFONACTIVE STILE • • • • • =PAFRIAL•TOP END SECTION SHOWN, BOTTOM END SIMILAR) V W ji • • • • • • • • • • ill lllli • • • • • • • • °°°°i i��r _ � '�'GLGENy,F'•. V FEB 1 2018 , = a o 7P59z e - .. • . � ••• drawi0no. .. �� • • • • • • • �T OF �.Etj� ii • • •• • •• • • ? lot. �� W13-01 UNLOCKED POSITION LOCKED POSITION fill1°°°° sheet 11 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.825 �{ 125 .750 590 100 O DOOR FRAME HEAD/SILL 1 6. 062 ' fi25 h 1.587 O FRAME COVER �I-7.567 t.s2s psz� L 10 SILL COVER 465 I� .1175 1.063 O SIDELITE TOP & BOTTOM FRAME t5 SIDELITE JAMB COVER 326-d 1^ p 135� .070 .625 245 805 � I� 1.060 O 14 ASTRAGAL ADAPTER SHEAR BLOCK 4. 10 DOOR FRAME JAMB SIDELITE FRAME JAMB 4. O TOP & BOTTOM RAIL 5.500 .080 828 1.440 4.495 O HINGE & LOCK STILE .125 .500 4.000 — --i SHEAR BLOCK PLATE 8 SADDLE THRESHOLD .310 .080 r.115 .9p95 050 •1 • • • • • 1W84�• • • • Le IS "Or (PAM: GL91,sM • f •• • • • FED 120 4.000 ` r —� • • • 1 5 2019 .505 —� ��,12p 7.465 T .200 SIDELITE MATING JAMB •.�5 • q� • •0160 ! • • • • GLASS STOP (INSUL. LAM. GLASS) • • • ! • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date08/08/2023 By MiartR-DadyProduct Control Nb 92 n ' � S A OF �` drawing ` no. sheet 12 of 13 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS / iOLE DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER SIDELFrE JAMB CORNER TOP & BOTTOM 46 ASSEMBLY FASTENERSTTO BE INSTALLED SIDEL ITE MATING JAMB CORNER TOP & BOTTOM • • • • l i ` • • • • • • • •• . • • • • • • • • • • • • • • SADDLE THRESHOLD CORNER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o IS PRODUCT REVISED as complying with the Florida p Building Code NOA-No, 17•1226.05 o o Expiration Date 08/08/2023 By miaRfj-710roduCt Control g o o? FEB 1 5 o z Y0592 OF�l/1 �� drawing no. •.�. RIOP.•• \ M IAM I -DARE a .1150 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION N,PIIMQF ACCEPTANCE NOA indows and s, Inc. 1 100 NW 25 Street Miami, Fl. 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv 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 mat��41 fails to perform in the accepted manner, the manufacturer will incur the expense of such.testiag and the. AAJ may..... immediately revoke, modify, or suspend the use of such product or material withintlieis jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada Eurrty Prouct Nntro4• • • • Section that this product or material fails to meet the requirements of the applicablyblim6 rig code. ' • �; This product is approved as described herein, and has been designed to comply 0M %e FloOda.Mildina C , ' eluding the High Velocity Hurricane Zone. • • " " ...... . . ..... ESC eries n swing Aluminum Caseme�xt Win - L.1Vb><'..' ;""' ...... AP _W98-I00, titled "Series-238 lum Qdt%VZg Casement Wdw. •. (L.M.i.)", sheets 1, 1.I, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated08/3MW#.prepared**` by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing �he* 4iami-fads • County • • • • Product Control Revision stamp with the Notice of Acceptance number and expiration date b%U.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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.11 MIAMI-DAac LOU►+ITY Expiratn Date: October 26, 20 a : i r (ApprovailoDate: November 30 017 / �� Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNIITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, 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 ••.. along with marked -up drawings and installation diagram of g sertes 7500, FIVC fixett • • • • window, to qualify DuPont `Butacite" PVB interlayer, Duraseaf® and S*r.fipacerg insulatinglass spacer, prepared b Certified Test Labor • • • • • Test R ort N �. • • • • g P P Y Zvo rS �p 4 CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramek," 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pttf4BC TAS•214-94 • • • • • 2) Large Missile Impact Test per FBC, TAS 2V1: Y4 :... :. 3) Cyclic Wind Pressure Loading per FBC, TD. :D?-94 • along with marked -up drawings and installation diagram of aterfes:7400.PVC project..:. out window, to qualify DuPont "Butacite" PVB interlaye, Diyra seal and Super .. Spacer® insulating glass spacer, prepared by Certified Test Ldboratories: T.M.Repott • No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Pafe7 T'.E. 3. 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 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(k and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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. and TAS 202-94 along with marked —up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14--0506.01) ~ Manuel Pe z, Y.E. Product Control EYamfiner NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. 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) 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, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 900* 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. . '....' ...... 2) Uniform Static Air Pressure Test, Loading per C, TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202 -W:'. ...... 4) Forced Entry Test, per FBC 2411.3.2.1, anti TV202-94 • • • • along with marked —up drawings and installation diagram of ".4�amindW•e,*emeiat... window, prepared by Hurricane Testing Lab., Inc., Test i4et(oArb No.- •HT-L-0080.:..' 0301-07 for specimen A and B, and HTL-0080-0905-07 for VeCiinen B *and C, datc# • • ; • 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abrah'aM P.E. '. . . . . ..... . (Submitted under NOA # 08-1010.02) • ... • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2%1.-94: . .. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 * • : • - along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Fort, RE (Submitted under NOA # 08-1010.02) 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 an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel ere Product Control Ex min r NOA No. 17- .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96 0417.03) . . . . ...• ...... C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis, comply :Iwith FIBO COO-1 010, • • • • 0 - dated 4/24/14, prepared by Al-Farooq Corporation, signed and'sealed by Java$ 0000 :....: Ahmad P.E. so • (Submitted under NOA # 14-0506.01) ...... . . ..... ' 2. Glazing complies with ASTM E 1300-09 0 ...... . . . . . . D. QUALITY ASSURANCE • • • • • - o ...... 1. Miami -Dade Department of Regulatory and Economic Resourt�j �R) . . •. •. • • . E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Pere , .E. Product Control Ej(a3liner NOA No. 17-1r918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5' Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-050 6.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09'21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. .... (Submitted under NOA # 08-1010.02) ' . . .... ...... 4. Laboratory compliances letters for Test Reports No. HETI-08-2t43e • •; • • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued b�.Wrlicane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all sZeJ and se�aled�by ; • • • •; Candido F. Font, P.E. ' .... .... ..... (Submitted under NOA # 08-1010.02) •••••• ••�••• 5. Laboratory compliance letters for Test Reports No. HTL-008R-03V3-96 ed HTL-0080-1107-98, issued by Hurricane Test Laboratory, Ina Gated 03/06/16 and • I I/10/98, both signed and sealed by Timothy S. Marshall, P.E. ...• (Submitted under NOA # 96-0417.03 and 01-1002.03) 6.6• • • • • • 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-10*10,*issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Durasealg and Super Spacerg Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/1 S. Manuel ere Product Control Ex mi er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 0 0 * 0 1. None. .... ...... D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resource j JPR) 0 • • • • . . .... .. .. ..... E. MATERIAL CERTIFICATIONS • • • • • 0 • • • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmMc9' Inc, fbr their • • • •; • "SentryGlas® (Clear and White) Glass Interlayers" dated M/*L :5, expiring on • • • 07/04/18. •••••• 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amesica,.1nc. for their :"": "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/1 T' CApiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex 10 Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11 1/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5t' Edition (2014), with FBC 611 Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.T., approved on 09/17/15 and expiring on 10/26/18. E-5 :Rk4wzzLp� - Manuel Per . E. Product Control E mier NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 100001-96MVNd-dW00 Z699-£69 (God 'XVj 0699-£6S (SO£) -131 9C6waor (90¢) W-1 om"gZ: (9060 •131 n ZLLE£ "3 'IWdIW (esss'ur�) c4leeVala013'IwVlw 133a1S H19Z M'N OOLOL o oSL 311ns'3/UaalasNnsoBes •Oul 'scoop puo SMopuiM 100 — J.N39WdO13A3a 1onaoud v su33N19N3 e NOI1baOdL103 b0021tld-"Itl ('I'N'l) 'MOM 1N3N3WO ONIMSUIO Nn 9£Z-S3rdM 9 MHS801 339 .LL HO Ot 6Z as �` uJiw 5213NN00 a�z O `O-•• �U 'xvn .9 Haao .9l o IY ". ,•� Q= a O v a1 y I_ z I \ II lii ii II / 0 9g N nl w ?•I�.P U ; Z ° J II \ fl\\• II / II z�a o� 7 U ^ e No Q z > O --- -J� --- II -I �" W O W U_ ' o aq o z a: W m 01 m u 0 � C. 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SEWES-238 ALUM OU(SWNG CASEMENT WDW. (I-M.I.) AL-FAROOQ CORPORATION N LII.o � .�.es�n le171" ENGINEERS A PRODUCT DEVELOPMENT 03.3n.1] RVPERMMNCGI Windows and Doors, Inc.2 360 SUNSET DRIVE, SURE22004.cwE T. sNTer d�I TARIO J 04.10.154 10100 N.W. 25TH STREET MUN I, FLORIDA 331.73 (C.A.N. 9598 ) DAa.1 UPTED M zo,oa/2s2ce7a COMP-ANL W9~ 8a 0s.Mn a TEL (305) 593-6590 A (305) 593-fi5T -a70i'f 0 G{�JIi�eI1 oo ��s=Fon2III Q lIl 2 lT5Y-v�nOZo�mZ%I 1i ^�n{�O�w�-�aDZ I I Onn 1/8" NOMINAL TYPE '2' .090" Saflex Cleo, And Color Glass RSF_'Eastman Chemical Co.' .0 " Traeifoi PVB By umroy America, Inc.' ANN. GLASS SILICONE GE 1200 ICION DOW 995 DOW 899 6" ANN. GLASS _ .075' Saflex CP With PET Core By 'Eastman Chemical Co.' _ .090" Sell -Clear And Color Glass By 'Eastman Chemical Go.' .090" SentryGias By Kuroray Amerlca, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' ANN. GLASS SILICONE GE-1200 ^DOW 995 DOW 899 6" HEAT STREN'0 GLASS Saflex CP With PET Core By 'E By 'Eastman Chemical Co.' .090" Saflex Gear And Color Glass 'Eastman By Chemical Co.' Z m IMERLAYERS .090" SentryGlas n p By Kuraroy America, Inc.' TrosifoI PVB a 4 .090' 'Kuromy Q4; 0 By America, Inc.' C N rl Wj 3/16" HEAT STREN'D CLASS IL a 7/18" NOMINAL 7/16" NOMINAL GLASS TYPE '3' GLASS TYPE '6' 1 PERFORMANCE V UES OF IMPACT RESISTANT WINDOWS NO SHUTTEAS RED OLD TO SHEETS 6 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2 GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20' 24' 28' 30' 32" 36" ,W. 42' 38' 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 /95.0 110.0 795.0 107A 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 1 10.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20' 24' 28. 'm. 32' 36" 1. 42' 42' 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 __ 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 Bodo 20' 24" 28' 30^ 32. 36" 40" 42" 48" 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 1G4.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 l20.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 B0.9 110.0 12C.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 E' 62.4 110.0 120.0 60.0 60.0 20" 24' 28' 30' 32" 36" 40" 42" 54' 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 50.9 8C.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 1200. 61.7 61.7 110.0 120.0 60.0 Bodo NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DOW 899 D _ O U Rn LL rt -i! it d0�"18 .i! Q 0. O a0 H SQUARE BEAD ,---'"� O NAL ALL GLASS (TYPES f Q lu j n "a w J i9MQ Q W PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SMUTTERS RMLJIRFD NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETAAS REFER TO SHEETS S THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. I GLASS TYPE '2' . SS TYPE '3' 1 GLASS TYPE WIDTH HEIGHT EXT. (+) TNT. (-) EXT• (+) INT. (-) I EXT. (+) 1NT. (-) WIDTH HEIGHT 20' 24" 28" 30` 32' 36• 42' 60" 98.8 112.E 110.0 195.0 110.0 195.0 19-1/8" 26-1/2' 37" 42' 26' B5.8 95.4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8" 26-1/2' 37' 42' 38-3/8' 64.8 64.8 110.0 120.0 110.0 120.0 60.0 6C.0 60.0 600 - - .0 60.0 60.0 20' 24' 28' W. 32' 36' 40' 66" 86.7 86.7 .0 110.0 195.0 19-1/8` 25-1/2" 37 42" 50-5/6" 73.4 73.4 .0 110.0 120.0 64.2 64.2 .0 110.0 120.0 60.6 60.6 160.OW--'10� 0.0 110.0 120.0 57.5 57.5 0.0 110.0 120.0 19-1/8" 26-1/2" 37" 42' 63" - - .0 60.0 60.0 - - .0 60.0 60 0 20" 24' 28' 30• 32' 35' 72' 66.4 66.4 110.0 195.0 110.0 120.0 56.1 110.o 12MO 110.0 120.0 19-1/8" 26-1/2" 37" 74-1/4' 48.9 110.0 120.0 110.0 120.0 �46. 48.0 110.0 120.0 110.0 120.0 43.6 110.0 120.0 110.0 120.0 37" 77" - - Bodo 80.0 60.0 60.0 • • • • • •• • • • • • . • • • • • • • • 32' 36, 76` - - 60.0 60.0 60.G 60.0 - - 60.0 soda 60.0 60.0 20' 24' 28' 30' 32' 78" 52.0 52.0 110.D 120.0 110.0 43.8 43.8 110.0 120.0 110.0 120.0 35.1 38.1 1 C.0 OA 10.0T48.3 - - 110.0 '♦BOA 450.0•• - Bodo Ro.o• Eo.G• 20' 24' 28" 30" 32" 84" 41.5 41.5 • •l 10.0 • 0.0 ;G. 34.9 34.9 110.0 120.0 110.0 - - 110.0 120.0 54.5 - - 51.2 51.2 51.2 - - • 48.3• 40.3 •• NOTE: LOAD/AREA FOR LIMITS +1 10.0. +110.0, -120.0 -195.0 • • • • PSF• = PSF = • • • 16034 10.00 • • • SO. F10 SQ. FT. • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UMfT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INEZRLOCK' 9B IS USED ## SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 PRODUCT REVISED as complying with the Florida ,I1111 L I I 1 T 31 Building Code �M.I m NOw-No. 17-0918.11ENSF'• ;d7 �� g •r Expiration Date 101 I2023 N y - Miami Dade Product Co r I CC�'0 Q O Qn OF r•�� drawingo no. .......IW98-100 1/B' TEMP. GLASS 1I 8' TEMPCU AIR SPACE 1/B' ANN. GLASS S .075" Satlex CP With PET Cars.075' Saflex CP With PET Core By 'Eastman Chemical Co.'By 'Eastman Chemical Co.' .090" Saflex Clear And Color Class.090" Saflez Clear And Color Gloss By 'Eastman Chemical Co.'By 'Eastman Chemical Co.' -INTERLAYERS .090' SentryGlas .090" SentryGlos By 'Kuraray America, Inc.'By 'Kuraray America, Inc.' .090" Trosifol PVB .090" Troaifol PVB By 'Kuraray America, Inc.'By 'Kuroroy America, Inc.' 1/8' ANN. GLASS MP. GLASS i SILICONE ILICONE GE-1200 E-1200 OW 995 DOW B99 OW 899 XL EDGE SPACER ., XL EDGE SPACER,,. ST. STEEL BY 'CARDINAL' "" SETTING BLOCKS ST. STEEL BY 'CARDINAL' SETTING BLOCKS OR 2/ LUE OR 2/ LRE DURASEAL BY 'QUAN11 EPDM DURASEAL BY 'QUANEX' EPDM OR DUROMETER 35±5 OR DUROMETER 85±5 SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' 3/4" INSULATED GLASS 'TYPE '2A' CLASS TYPE '3A' PERFORMANCE VALUES OF BIPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWRED REFER TO SHEETS 5 THRU 7 FOR INSTA 7ON OETNLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS S THRU 7 MR INSTALLATION DETAILS WINDOW DIMS, I GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS, GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DW. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1Ni. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NIT. (-) 20" 24' 28' W. 32" 36" 40' 42" 36" 110.0 194.3 110.0 195.0 20" 24' 2B' 36' 32' 36" 40' 42" B0" 98.8 112.6 110.0 195.0 19-1/8' 26-1/2' 37' 42" 26' 110.0 195.0 110.0 195.0 110.0 161-0 110.0 195.0 85.8 95.4 110.0 120.0 110.0 203.0 110.0 195.0 110.0 138.8 110.0 195.0 76.7 83.3 110.0 120.0 110.0 145.4 110.0 195.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 110.0 128.1 110.0 195.01` 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.0 19-1/B' 26-1/2' 37" 42" 38_318. 110.0 190.6 110.0 105.0 107.9 10T9 110.0 195.0 64.8 64.8 110.0 120.0 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 60.0 60.0 - - 98.5 98.5 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 86.8 86.8 110.0 1 120.0 20' 24' 28' 30' 32" 36' 40' 42" 42' 110.0 1 166.5 110.0 195.0 20' 24' 28' 30" 32" 36" 40' 65" 86.7 86.7 110.0 159.0 19-1/e" 26-1/2" 37" 42" 50-5/8' 110.0 144.5 110.0 195.0 110.0 138.8 110.0 195.0 73.4 73.4 110.0 120.0 99.7 104,3 110.0 195.0 110.0 118.9 110.0 195.0 64.2 642 110.0 120.0 74.7 74.7 110.0 120.0 110.0 111.0 110.0 195.0 60-5 60.6 110.0 1182 65.8 65.8 110.0 120.0 104.1 104.1 IIDA 120.0 57.5 57.5 110.0 112.2 19-1/8" 25-1/2' 37" 42" fi3" 96.7 104.2 110.0 195.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 74.9 77.9 110.0 120.0 93.3 83.3 110.0 120.0 60.0 60.0 - - 60.0 60.0 110.0 117.0 79.3 79.3 110.0 120.0 20- 24' 25' W. 32" 36' 72" 66.4 66.4 110.O 120.0 60.0 60.0 - - 20" 24" 28" 30" 32" 36' 40' 42' 48" 110.0 145.7 110.0 195.0 56.1 55.1 109.3 109.3 19-1/B" 26-1/2" 37" 74-1/4' 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 48.9 48.9 95.3 95.3 46.5 46.6 90.9 90.9 104A 104.1 110.0 120.0 46.0 46.0 89.8 89.8 59.8 59.8 - 87.1 87.1 110.0 120.0 43.6 43.6 85.0 85.0 37' 7 ' S6.3 56.3 - - 91.1 91.1 110.0 120.0 60.0 60.0 - - • • • • • • • * LIMS MAX.•Ly.D TO 71 • • WN* MyLT14F0 t9 LWK �Y'•' ET;LQFK' 9B • IS •6ED• • • • • • • • • • • • • 00• ** SIZE 37" X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 • • • • • • • • • • • • • • • • • • • • • •NOTFI: • • • • �(� AR OLIWTS • • • • • FOR +11 .0, Ltt.O PSF •= 16.A SQ. FT. i�1nn -10r:n ocr - En nn cn L-r 80.9 80.9 110.0 120.0 32' 35' 76" 60.0 60.0 - - 72.8 72.8 110.0 12C.O 60.0 60.0 - - 69.4 69.4 110.0 120.0 20' 24" 28' 32' 79' 52.0 52.0 101.3 101.3 4 20' 24" 28' 30' 32' 36' 40' 42' 54' 110.0 129.5 110.0 195.0 43.8 43.8 85.4 85.4 98.0 107.9 110.0 195.0 35.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 60.0 60.0 - - 84.4 86.3 110.0 120.0 20" 24' 28' 3D' 32" 84' 41.5 41.5 80.8 868 80.9 80.9 110.0 120.0 34.9 34.9 68.0 6" 71.9 71.9 110.0 120.0 54.5 54.5 - 649 64.8 110.0 120.0 S12 51.2 - - • 61.7 61.7 110.0 120.D 48.1 4111 - - ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SQUARE BEAD OPTIONAL II ALL GLASS TYPES I 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 1012612023 By Miam' O�P-d- NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 to 4-au Z mm 0 0 • h h n � n �a 9N 0 w�`r 0 m W p aco dN O N p m � QWjN Z mLL m IQ wE IOEN � + _ IN70592 ATE OF r 6(7�� drawing ,0. 00 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT —� 1 " s z t/e. e 1' MIND 2-1/2" MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT 1' MIN. L2' —1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 1 3/8' SEALANT b i� SEALANT I — Y N \ N \ f a v' 2 7/8" < BUCK INSTALLATION BY OTHERS „ BUCK INSTALLATION BY OTHERS 1" MIN. 1' MIN. INSTALLATION TYPE '3WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE MATER 1,: PRESSURE TREATED MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD ON A6L*M0UR -- ZES/USING •YILOOD • a ALUM CHANNEL • • • • • • • • • 3/4" % 1' % 3/4" X 1/8- • • • 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • • • • • • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION • • 000 • • • THEM TO THE BUILDING STRUCTURE. WITH SHEAR CUP ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION O n n a n 4 METAL STRUCTURES Q f 2 d 1 6 0 u 1/B' THK. MIN. O N O O�mm 0O � �p�mo 0Loo� O G i `a toN 0 Qwj�6 \Ih LLIt It"Maw ZME ATTACHMENT TO METAL STRUCTURES J o U o°rI p w TYPICAL ANCHORS SEE ELEV_ FOR SPACING C O N if SEE SHEET 6 FOR DESCRIPTION r o to r II� II ul 3NM II II g � I p H7 n C Z it Lf 3 0 — C) ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as c 1ginodge with the Florida Building C NOA-No. 17-0918.11 Ex Iratlon Date 1012512023 By v 4 l,.,,,¢ '' I W 3 � .70592 - � G a � _t Cs� ®•'•. OF ((/�� drawingv no. •-•• pP.vc"W98-100 INSTALLATION CONDITIONS SQUAT, LEG FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHCR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS -SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION llb 1 3/6" I i \m 2 1/8. 1" MIN. MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE T MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV, FOR SPACING SEE SHEET 6 FOR DESCRIPTION I 11 3/6" I I • �I G\R L o- <v 1 a BUCK INSTALLATION BY OTHERS -�11 I -I" MIN. INSTALLATION TYPE '3WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. :AL ANCHORS ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION a C <, o- 1" MIN 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2 MATERI : PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD PACING 2 DESCRIPTION 2 1/g• MIN. OTHERS INSTALLATION EF, i4_ • • • OD 2U K TY • • • • • • U%TEIIAL: E�SL'RE TREATED TYPICAL INSM40: fAtL ; • : • • ON AL•L•FOU1it"DES"1NG0W0• • • •• ••• ••• • ••• • •• • • • • • • • • • • • • • • • • • • •• •• • •• • • • • • 000 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLU m TYPICAL ANCHORS SEE ELEV. FOR SPACING Z m SEE SHEET 6 FOR DESCRIPTION O 7 n METAL STRUCTURES at d 1 /B" THK. MIN. q.. C ry It X Q UN� Qaoo � �j 3� Q��C� LLiy_ro 5.i Q W nmi f U � n U I 3 C ATTACHMENT TO RI 0 w METAL STRUCTURES co � - r1/6• MIN.TYPICAL c ANCHORS L m m N M e SEE ELEVI FOR SPACING r- If T SEE SHEET 6 FOR DESCRIPTION 5 0 N7 n -0 3 rn Ir II II jl 3 O_ n CD p � J II II 1 ,,mom G C' y NT T PRODUCT REVISED as c mplying with the Florida y m Building Code NOA-No. 17-0918.11 m o 3 o 8 Expiration Date 10/26/2023By \11111111II/��' O \ / _ Mlam ads Product Con `\\\\P�P®• .'' OGENgF i C 70,M 0' TE OF ((7` drawing no. '�Sn_ RIDPro1C9W98-100 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CUP ANCHORS WITH SHEAR CLIP WINDOW DIMS. ANCHORS W/O SHF tR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" O.C. AT 17" OX. AT 10" O.C. AT 17' O.C. AT 10" O.C. AT 17" O.C. AT 1G" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT(-) EXT.(+)/INT.(-) EXi.(+)/INT.(-) 20" 24' 195.0 195.0 154.8 195.0 32• 36, 76' 133.2 195.0 76.4 122.2 195.0 195.0 129.0 _ 172.0 118.4 189.5 67.9 108.6 28" 30" 32' 36' 40' 42" 36' 122.9 195.0 110.6 147.4 20' 24' 28" 30" 32" 78" 195.0 195.0 119.1 190.5 180.0 195.0 103.2 137.6 173.1 195.0 99.2 158.8 136.1 168.8 195.0 96.8 129.0 148.4 195.0 85.1 150.0 195.0 86.0 114.7 138.5 195.0 1 79.4 127.0 175.0 180.0 J7.4 103.2 129.8 195.0 74.4 119.1 128.6 171.4 73.7 98.3 20" 24' 28" 1 32' 84' 1 195.0 195.0 132.7 111.1 20' 24" 28• 195.0 195.0 132.7 176.9 195.0 195.0 110.E 165.9 192.9 195.0 110.6 147.4 165.3 195.0 94.6 1 142.2 _ 165.3 195.0 94.8 126.4 154.3 195.0 88.5 132.7 30• 32' 36• 40" 42' 42' 1 154.3 195.0 88.5 117.9 ANCHORS I I W/0 SHEAR CLIP • • • • • • • • • 000 • • 906 .100• •• • • • • •.• •• 1 ANCHORS • • • • • • • • • • • • • • • • • • • • • • • • • • •• WITH STTF.AR • • 1 • • • 1 • • • 1 • • • • 1 • • • 4 • • 1 • • • Is • • • • 144.6 192.9 82.9 110.5 128.6 171.4 154.3 73.7 98.3 115.7 68.3 88.5 1 110.2 146.9 63.2 842 20' 24" 28' 30, 32' 36' 40, 42" 46 195.0 125.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 133.2 180.0 195.0 103.2 129.0 188.8 195.0 98.6 120.9 _ 150.0 187.5 86.0 107.5 135.0 168.8 1.4 96.8 128.6 160.7 73.7 92.1 20' 24' 28' 30" 32' 36' Q. 42" 54" 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 17%4 195.0 98.3 147.4 160.0 195.0 91.7 137-6 150.0 195.0 56.0 129.0 133.3 195.0 76.4 114.7 1200. 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20' 24• 28' 30' 32' 36" 40" 42' 60' 195.0 195.0 123.8 185.8 180.0 195.0 103.2 _ 1548 154.3 195.0 88.5 132.7 144.0 195.0 82.5 123.8 135.0 1950 77.4 116.1 120.0 180.0 68.8 103.2 108.0 162.0 61.9 92.9 102.9 1 154.3 59.0 88.5 20' 24' 28' 30' 32• 38' 40' 66' 195.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 795.0 93.8 171.3 1514 195.0 88.0 123.1 122.4 171.8 70.4 109.5 5 122.7 171.8 70.4 98.5 20' 24' 28• 30" 32' 36• 72' 195.0 1 195.0 129.0 18D.6 107.5 195.0 107.5 1505 160.7 195.0 92.1 1 129.0 150.0 195.0 86.0 12D.4 140.6 195.0 80.6 112.9 125.0 175.0 71-7 1 100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WLDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10' O.C. AT 17" O.C. AT 10' O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) E)CT-(+)/INT-(-) 19-1/8" 26-1/2" 37' 26' 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19-1/8" 25-1/2' 37' 38-3/8' 195.0 195.0 151.9 195.0 191.2 195.0 109.6 148.1 136-9 1 182.6 78.5 104.7 19-1/8" 26-1/2" 37' 50-5/B' 115.0 115.0 153.5 111.1 193.2 195.0 110.6 138.5 138.4 173.0 79.3 99.2 19-1/8" 26-1/2' 37' 42• 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 111.E 98.0 171.4 56.2 98.3 19-1/8" 26-1/2' 37' 74-1/4' 195.0 195.0 130.8 195.0 164.7 195.0 94.4 67.8 151.1 108.1 117.9 188.6 K111GAL AINGHU2{6: SEE ELEV. ACING 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu-163 KSI, F )7KSI) 1/4" DIA. ULTRACON BY 'ELCO' (F -177 KSI, Fy-155 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1/4" MIN. EMBED INTO CONC. OR MASONRY DI TL_Y INTO CONC. OR MASONRY 1-1/4 N. EMBED INTO CONC. OR MASONRY INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN, THK. = .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) NSF (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICALEDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = '" MIN. INTO METAL STRUCTURE = 3/4" 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 \1j11111111 /rr7 7 • • • as complying with the Florida Building Code \ P NOA-No. 17-0918.11 �• J SF Ex iration Date 10/2612023 - No. T0592 Y Miam ada Product Contr I • • �i, G .... ....... . . ..... . ... .... . . .... . o ,t I � g a s B $ 5 drawing no. W98-100 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(- WIDTH HEIGHT 20" 24' 28' 30" 32" 36' 40' 42' 36' 110.0 195.0 110.0 195.1 110.0 186.'' 110.0 182.4 110.0 179.'. 110.0 777.3 105.8 145.1 97.0 120.0 20" 24" 28' 30' 32" 36" 40' 42" 42" 110.0 179.E 110.0 159.6 106.9 146.6 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 95.0 12D.0 20" 24" 28" 30" 32' 36" 4O" 42" 48" 110.0 195.0 110.0 177.3 110.0 160.9 110.0 154.8 _ 109.1 103.5 99.8 120.0 120_0 120.0 95.0 120.0 20" 24' 28" DO" 32' 36" 40' 42" 54' 110.0 174.1 110.0 152.0 99.8 120.0 95.5 120.0 91.9 120.0 86.2 115.2 82.2 112.7 80.8 110.5 20" 24" 28" 30' 32' 36' 40' 42" 80" 110.0 153.2 97.0 133.0 86.6 119.0 82.8 113.5 79.4 108.8 73.9 101.3 60.0 60.0 60.0 60.0 20' 24" 28" 30" 32" 36• 40" 66" 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 50.0 60.0 60.0 20' 24" 28" 30" 32" 36" 72• 110.0 154.5 97.0 120.0 86.0 117.9 81.7 112.0 77.9 60.0 106.9 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WMOW DIMS. EXT.(+) I MOTH HEIGHT 20' 24' 28' W. 32" 36' 76" 105.8 90.9 80.5 75.3 60.0 60.0 20" 24' 28' 30" 32' 78" 102.7 88.2 77.9 73.9 60.0 20' 24" 28' 30' 84' 110.0 97.0 85.5 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8' 26-1/2" 37" 42' 26' 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/8" 26-1/2" 37' 42" 38_3/8' 110.0 110.0 195.0 172.6 110.0 156.3 95.7 120.0 19-1/8" 26-1/2" 37" 42" 50-5/8' 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 19-1/8" 26-1/2' 37' 42' 63' 109.3 149.9 84.8 116.2 67.9 93,1 60.0 60.0 19-1/8" 26-1/2" 37" 74-1/4" 11D.0 154.8 86.4 118.5 60.0 i 60.0 19-1/8" 26-1/2' 37" 76' 109.9 120.0 84.0 115.2 60.0 50.0 19-1/8" 26-1/2" 37' 77' 108.3 120.0 52.7 113.4 60.0 60.0 ALUMINUM__BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. j J14 SMS I - 1 AT 6' FROM ENDS 1 i 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL O SMs AT 6" FROM ENDS In_fULJ trv�L-1 17. 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/S!LL r✓ Z w - I • l Y e d d . d °TYPICAL ANCHORS TYPE 'A' OR 'B' TYPICAL ANCHORS TYPE 'C AT 6' FROM ENDS AND AT 6" FROM ENDS AND 2 1/2" MIN. 17" O.C. MAX. Al JAMBS 17' O.C. MAX. AT JAMBS EDGE DIST. 17' O.C. MAX. AT HEAD/SILL 1" MIN 24" O.C. MAX. AT HEAD/SILL TYPICAL ANCHORS: SEE REV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE '6' 2SY WOOD BUCK OR WOOD STRUCTURES A - 1 /4" DIA KWIK-CON 11 BY 'HILTI' (F-163 KSI, Fy=157 KSI) TYPICAL INSTALLATION DETAIL PRODUCT REVISED DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDEVUSING ALUMINUM BUCK SYSTEM as complying w NOA-ith the Florida Build1-1/4" MIN. EMBED INTO CONC. OR MASONRY ng ode Now -No. 17-0918.11 B - .1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) Expiration Date 10/2612023 DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2.500 • • • •84; • : • • • •,V5 e45 By. : : 065 Mit 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS .i: : : :•: • C - 014 SMS (GRADE 2 CRS) •• • *62 • • I • • • • • • • 1.125 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES I 1-1/2" MIN. PENETRATION INTO WOOD F^1.436-•- .125 TYPICAL EDGE DISTANCE • • • • •000 6 ALUMINUM BUSK • OPilaNa,%QVER INTO CONCRETE AND MASONRY = 2-1/2" MIN. • •• _ C_,� INTO WOOD STRUCTURE = 1" MIN. • • • • • 6os� T. • CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • •• •• • • • • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No. 0592 !.' OF •�� drawing no. 00 �q a( Of•..•' \i�� rip q M IAM I-DiADE 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 Doors dba Entrem 165 Carriage Court • • • • Winston-Salem, NC 27105 "" "' • • • OA is be' under the applicable rules and regulations goverN4& 14e use of• ... . • construction materials. The documentation submitted has been reviewed and accepter ty Miami -Dole • County RER-Product Control Section to be used in Miami Dade County and other arezawhere allowad by the Authority Having Jurisdiction (AHJ). • .... .. .. ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade VklVty PipAug.Control•: • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dads Cdthzty) reserve the rigIV • •; • to have this product or material tested for quality assurance purposes. If this p$oduA:or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and �e*ARJ in • • • • immediately revoke, modify, or suspend the use of such product or material witheiUxhet juris&tlgn. RE • • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County PrbatGt 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 DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up 0" Wide with Impact Windows (DP +51.1, -60.3 PSI) A -PP QV - - - - , 1 e ` o e eritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. on 10/03/2013, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 # 17-1010.07 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 Carlos M. Utrera, P.E. NOA No. 1-07125.02 MIAMI DARE COUNTY (Expiration Date: October 10, 2023 Approval Date: August 30, 20 f e1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOA's A. DRAWINGS "Submitted under NOA # 13-0813.21 " 1. Drawing No. IRC-9509-180-21-G, titled "Model 950 Heritage & 655 Oak Sumr4AT24•GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 &oug&3 of 3, TV& """ 03/12/2013, prepared by Amarr Garage Doors, signed and sealed sigined and seal;dC4 • ..... . • • ...... 10/03/ 13 by Thomas L. Shelmerdine, P.E. ; • • • • B. TESTS "Submitted under NOA # 13-0813.21 " .... .. .. ..... • 1. Addendum to Test Report No. ATLNC 0319.01-13, prepared by Ad di:Cg Test j ap• 14c., • •' • • dated 06/11/2013, signed and sealed by David W. Johnson, P.E_ 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBVTV1202-94 2) Large Missile Impact Test per FBC, TAS 201-94• ; • • • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 20?9•z? • • ; • • • • ; 4) Forced Entry Test per FBC, TAS 202-94 '.:..' 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Amarr 9' x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0319.01-13, dated 05/01/2013, signed and sealed by David W. Johnson, P.E. 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. "Submitted under NOA # 13-0503.06" C. CALCULATIONS "Submitted under NOA # 13-0813.21 " 1. Anchor calculations prepared by Structural Solutions, P.A., dated 07/16/2013, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on 05/21/2016. F. STATEMENTS "Submitted under NOA # 15-0505.1 S" 1. Statement letter of code conformance to the 5' edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.02 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 17-1010.07 •.. • . . •.•• •.•••• 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. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on 05/21/2021. F. STATEMENTS 1. Statement letter of code conformance to the 611 Edition (2017) FBC issued by Structural Solutions, P.A., dated 09/11/2017, signed and sealed by Thomas L. Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.02 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E - 2 ADJUSTABLE. ROLLER CARRIER ATTALNED V/ CH) 1/4' X 1/2' NW " SA"E 7 W RAG BRACKET ATTACHED TD WOOD JOLT L NUT PEk"1RACk}T CEt HINGE ATTACHED JANS k V/ N) 1/4' 3/4' V/ "I 5/llX1-5/D'LAcIOUs-1TDHEX HEAD SCREWS E' TNICM 2 GA CgQ)BtCIAL TRACK V/ t4J tf4'-20 x 5/e TRACK SPLICE -----�11jII��--7TT(�C'---^-- TDP TIXTL4tA ATTAC, V/ H—E AND NUTS <4, VN-x 3/4' HEX HEAD SCREWS -- 3 ]/II' -f2cA R-TRUSS ATTACHED W/AR7FILE SLIDE iWCKET Ai TACTB.D 12 GA WLV VDANEACIAL W/ a, 1/4' x 3/4' V/(B) 1/Y x 1fL' HOST AHD' NUTS TOP ROLLER BRACKET HEX HEAD SCREWS AT - _ 24 G. HD( Comm ATTACHED V/(4) U4' z w EACHCENTER STILE .-.�--• W.�(DA%ED pN POLYESTEREXHEAAD SCCREWS C 10 BALL STEEL - PER �� 5' Kin STEH ROLLER TYPTCAI TnP FIX7URES ! 4 \ •' nuRasA.� CENTER HwG� � N PAGE 3 ING INSIDE ELEYA71ON ILT4 14 G!. DR(RSAFE AIUUSTA/LE SLIDE BRACKET 7'Np IONOE ATTACHE➢ TRACK ALTS ! D WTS- 5/H' TRA[K B0.TS AE10 NJT4-\ � �e 5 Geflu-xa- %J 'iW LLptAS^SE 3 S/R' T?RW R-TRUSS V/(PJ RCI.LER CARRIERS AT 1' % 3/4' HEX HEAD SLREV_ ID. ERD -STTLE VI (3) I/4' 3/4' • n ♦rX HEAD S. —S PER CARRIER •.�-'- �R' IO BALL' STEEL 9- LONG STEM ROLLER 3 5/9, BEAD, R-TRUSS _ - SLIDE LOCK ENGAGES INTO VERTICAL ATTACHLD V/ U) �' TRACK ON DOTN 3131T3 S/e' NAN 1/41 3/4' HEX ENGAGERENT (SNAP LATW, OR LOCK HEAD SCREWS n n BAR UPTIONAU ATTACH V/2) 1/4' x 3/4' HEX HEAD SERE14 TYPICAL DURASAFE END GE , rs. 5ry4 HIXlldlHC 5/l6' z 1 D/B' LAG 3 3/Y t11N. N/ F4i�tE SEAL 80 GA GALY� STsA END.."STll.E IS V CD PER Si➢ '" I� (SUPRL'E0 BY 0.'SWM) ATTACHED WITH <b ''.'Sri-L9 JANe IIMCYET TO ➢GOBS sKINANO (?J C3) BO W CENTER STILES TBG-L-LOC AT Tx i W AHD ATTALTIED WITH (P� RUTTOH WJL TUG-L-LOC AT THE TOP AND \ (1) T/10".C'1 DUTTIH7 RALL AND ADHESIVE BC�T 5ETN'A, fy TO INTERIOR TALE PER ROLLER / f, 5/B41 x a W r OALV. Son TRACK (D 1/4-20 x 5A'TRACK a 5/8' R-TRUSS) TRACK THImmms ASS' SPLTCE DOLT AND NIT PER CENT. VERTICAL J JARS BRACKET Tf2ACK hd QUNTING DETAIL s'R (ND. 2 CR i �= =12cR3 CD NGE 11I.M; :T,OH"ONLY ID]ELS FOR STRUT ATTACY.'R'Hi IF STRAIT is RE(RRRD) O O TRACKS AT THIS LocAmDH Alex TR. 5%N.S-BOLIs-4c NU1S TD J.We %TH (3)"5/18-Dpl x 1-s/e_ LAC BMT-AtYAm TO JAMB AT EA JAMB BRACKET TRUSS SECTION 1R CA, OALV, STEEL <1FRIXYi I TRACK SPLICE BOLT a NUT I F ' RROD1iC r AEWSM 14 BAIL I d .._ "h d. fiwi , Atarr Ne I U/0 •o'� 1 I l i H Enia ///rTO. I SEC (TARE 3) OP. P �B.ilxt I DR JAMB BRACKET SPACING TRACK CowcuRATION FOR BBB' UP TO 14' TALL DOORS GA. C Xsl) L R-TRUY. AT-GACPED x 3/4' HEX HEAD ,EACH END STILE 1' x 3/4' HE)( -HEAD EACH CENTER STELE I' T� \e' EWA. (33KM STEM f i ATTACHED V/t2) 1/4' X 3/4' ME% HERD SLR_'VS iHD AH➢ CEhTER IT — UT 2' 2h"0. STRUT awkSTRUT ATTACHED nJ 1/4' X 374e 0qT CONT. STEEL pATAUiER HEX HEAR SCREWS V/ HOTTOH SEAL AT END AND CENTER STILES 0-0 gIJ"W. BRACKET 2, 10 BAIT STEEL 13 GA, .ATTACHED 5' ADN STEM ROLLER V/CJ) AH' X 3/M / HEX !gA➢ SEEM TYPICAL Ai7TTDH-ARACKET! /, 1 H.TS. T / VENTS EWALS AS i4 ihT1HES pN J.S. i4AL VENT nLialL 6 N.7.5. 1�QODti('r CC)XiSFD I � 00e�1� wid) ILe SioTida �"�� dl:Rm ($ � Jam. PbrUe4°A4XTnrylYdlU to![q r)Rla NOA9x"z w Rnd»n CAHtrn! ?.11TRDI m, O �iNDliS Lk^.0 9' 1 OA ,LT�{4sS {{1 jJA1I ESION LOAD +51.1 PSF >��: \GEAiSF;'9Uj • 0 a. -60.3 PSF �. Ef�A`` ;: a STATE OF LARGE NIBBLE 1�AP; � ' F< ,p �5w, RESISTANCE :7�>s�S n:n" :.Cl�ti� IMPAI Iy�� i 111 )� FL°jlarsiTEs+t •�• i ••• AQia p4tODUtT REREVRED • • • %s co"Ifing vM the Aorida• • • • Building Code NOA-No. 18 -0725.02 W CARRIAGE COCRT VlHS1pN.SALEW NC, .710 VW �.tID1 MAIDgL 9110 HBRITAGH (24 GA) I000, 2000 Expiration Da 10/10/2023 . • • By , ' • • • • • • Ml 1-Dad Pr uct control • • • • • • • • • • • • • • NOEL ff" OAK 9OH111T TPA) 1OOD, Z000 SHORT, LONG, PWSH, AND OAK SVWJDC ?ANBIS Sff WA ri V. 11/I2/13 D4&M'I'M • • • 93ii 1 OF J • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPECIFICATIONS AND NGIES 1_ ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK; FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HDHZONTAL JAME3 OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR, 2, EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT do -271.4 LBS/FT 3. DOOR AND HARDWARE VALL BE DESIGNED, MANUFACTURED AND INSTALLED VNTH STANDARDS AS SET FORTH BY DASMA. DOOR ROLLED SECTIONS SHALL RE Z4 GA. (.0236) MIN. W/ BAKED ON POLYESTER FINISH EXTERIOR SKIN 5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8- R-TRUSS PER SECTION 6, DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL.ENG-INEER FOR W04D LOADS INDICATED ON THIS ORAVDNG IN ADDITION TO OTHER LOADINGS 8, THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THS NOTICE OF ACCEPTANCE, A 11NI9UM OF 2 SPE FL SIJAL -BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LA13 SELECTED AND PAID -BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE,. A COPY OF THE TEST REPORTS WITH CONFIRMATION THE THE SPECIMENS VIERE S[3ECTED FROM COILS AT THE MANUFACTURER PRODUCTION- FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DWR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. a RODUCT RENEWED plying with the Florida Building Code NOA-No. 18-0725.02 F-piration ga e10110/2023 gy J MIR-T-Dii5b Product Control AVNLABL7 TRACK CCINFRSTRABONS M.T. INTERIOR OF GARAGE MAX, �W(I�DFTH 99'0' DESIGN LOADS LL�.J_LJ�l-L.L1.1J +230,0 LBS/E7 SEE NOTE 2 -271.4 LES/FT . r • nr . -. ..:a •' x r ; I i7L•Y•tiRlw .a .•' � Y.1 uT. ,033' GALV STEEL INIERIDR IMPACT VINOO:' FRAME 033' GALVtySSTEELL ..EEXXTTE(R�T�URRCTIiMpPNACT VIIEBOV FRAME V/.Y SITE ON OLASS TEXTCRIOR VINBDV x29E L4 GA. StML BOOR SKIN 5/16' OVERALL 1/e' CLEAR AMHEALED BLASS 4"' SOLUTTA PV1 INTERLATER 1/8' CLEAR ANNEALED '%ASS MANUFACTURED BY GUARDIAN SURnORD SB-19D 3 STRUCTURAL. ADTFMVE 1 3/16' X 71N/22' SCREW - USED TO TEBTEEL STEEL IMPACT TRNDW FRAME. VI FRAME TO 3. IV64' X 1/e' SCREV - USED TO FASTEN DECORATIVE PLASTIC HOLDER WINDOW FRAME. TO THE ASSEMBLY SECTli7N B-B B4P,ACT NTT4➢DV ➢ETAIL N.T.S. 16-V8' DI:O� P61OJ(IC'i"R�Y13F� w oory#y��iYeftDTiQe n 'z o •z gmTdiq Coy IC-5/8' DLO I3T A4�q I'RODUC F BEYMM AtyhRleNe 1 /0/O.D7 N&ON ebffk /-7i31T0 WOOD JAMB ATTACHMENT TO S?RUCTURE T X 6 V R�'f �1 IAgA ATTA NMrNT TR VfY10 FRAHE S7PUCTHRE Z/ ' X 3' _LAG SCREWS STARTING 6' FROM 11 S T101 11' B.C. O 112' EHDEDHEHn V " ' 'T TI KVIK BBLT 3/e' % 4' START;N0 6' FROM ENDS THEN 24' D.C. (2 1/2' EMB©NETT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN IB' TIC. G 1/4' EMBEDMENT) ITV/RAMSET REDHEAD (TRU-BOLT) 31W X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' ENBEDMEND T X 6 VFR'I A LAMA pTYACNMEN' TO HOLlO�' C-90 BLOEK SIKPSON 1/4' X S' TITEN SCREWS STARTING 6 RROOI�ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' O.C. 0 1/2' EMBEDMENT) HILTI W4' X B-3/4' KVIK-CON IT. SCREWS STARTING 6' FROM ENDS, USE -PAIRS OF FASTENERS C3' APART) AT 8' O.C. U 1/1' DfBEUIIENT) 2 X 6 VFRT7[AL IAFTB ATACFfIEN=TD_'RTR'TFO -DO I m'K (AnpD' 7S1 GROU') HILTI SLEEVE ANGHDR 3/8' X 2-3/4' STWiTING 6' FROM ENDS THEN 22' D.C. (1 114' EMBEDMENT) (OR, USE FASTENERS FIR( HMUOV Cie 3-DCK) XLAGS AND BOLTS CAN BE COUHTE:RSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. �PREPAP,ATION OF VOOD JARBS BY OTHERS F .ODD COMCRLT HOLLOW nV Aim • • • STRUCTURE STRI1CTUflE STRUCTURE T"��Ta BLOC • • • � STI.ICILRE • • z •- • • • �T— �H----il • • • • TYP. JAME 3' MIN • • • • • 000 • IMPACT GLAZING FASTENER DETAIL Pk N.7 S Dal GLAZING MEETS AM E1300-04 LNG MIi -By fEi' [ETABFR31 ff FEEm MAX SIZE ;, DESIGN LOAD �°� ip'' $ sTnT � OF � LARGE MISSILE IMPACT • • • � rMr: cE l€ff trill" L�( Tu cARRTAG[ TZXur WRlnax-suErL.Ns BMus V • ••• •• • • • • • •• •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VNIE (U/I2/O 3LTC fIHI91 -OAIE 1RC1LL'5 -k84-2I-G ISM 2TF3 TABLE 1 TABLE 2 TABLE 4 DOOR HEIGHT STRUTS ACING (BASED ON RECOMMENDED SECTION CONFIGURA-0ON) TOP A B 0 D E F I G H T 7' 15 1/2" 1 16" 37- 58- 76 1/2" 8' 5 1/2" 18" 34" 52" 70" 881/2", M am �m 99 M W 9' 51/2" 13" 31-149- 67" 65.1 1001/2" 10' 5 10 16". 37" 58" 76. 112 1/2" AN -MA, go Im M 11' 5112' 16" 34" 52- 70-188"11015-1 1241/2" 17 - 12' 51/2" 16" 37'-'---58" 79" 100" 118' 138 1/2" 13' 16-- 37" 68" 76" 94" 112" 13041 0 ] M -4:1 :8, �, 14' 6 i 127-116" 79- 100" 121-1 142" 1160 1/2" TABLE-3 DOOR SECTION HEIGHTS HEIGHT Btrn #2 #3 #4 #5 -#6 #7 ITS" 21" 21" 21" 21" 21" 18" 18- 21- 1M 12-6- 21" 18" 18" 18" 18" 18- 18" 21' il'ff' 21' 21".21",18' 18' 18" 21" M 10'6" 21" 21" 21" 2.1" 21" 21" 18' 21" 21 18" 9'6" 21" 18' 18" 18" 8'6' 21 1 2 V 18' 7'6" 8 18"118" J�;g 21"118" DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E F G H I J K L 1,4 N S ZOE ME EQ 03 I-REPIM 7' 3" 14" 46" 56" 68" 76' N" 7152--a-i V-KNfR IN MAIN ON, 8' 31' 14" 1 27" 38" 46" 56" 68" 78" 1 88, 9- .13" 14" 27" 38" 146" 56" 68' 1781118811 100" - M-ASS � ft 10' 3- 14" 27"138" 46" 56" 68" 78" 88" 100" 112" 11' 3" 14" 27" 38" 46" 56" 68" 1 78" 88" 100" 110" 124" ^ IA 22, V — MORM fgua , -11 XI-- �'. , -, �-- - - , 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 11 0" 122" 136" am . . V . . . . . . . . 13' 3" 14" 27" 38.1 4V'b"' 516-168. 81r 884. 100" 114" 122" 134" 14 l' MEN RIT, Wffi Nrllt AM 14' 13- 14" 27" 38" E44 " 56" 68" 78" 88" 1001) 114" 11 1 All. ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY PRODUCT RENEWED as complying with the Florida Building Code NDA-No. 18-0725.02 Expiration Date 10/1012023 By '64;5 Miami-Vade product Control Section Width (ft)— Type Center Stile Location (Measured from Left Edge) 1st 1st (in) 2s t n) Srd (in) 8-10 Long 24.000 48,000 72.000 8 '10 --'Iie— ad 24.625 48.000 71.375 RMIM R�M, M1 1#2 Long24.500 49.000 71500 Bead 25.125 49.000 72276 8'14 Long 25.000 50-000 76,000 8'14 1 Bead 8'18 1 Long 25.600 51,000 76.500 815 Bead 26.125 61,000 .76.976 WW 81,8 Long 26.000 52.000 78.000 Bead 26-625 52000 77.375 vmhooa-m -W--NMRW 8'110 Long 26.500 63.000 79.500 VID Bead 27.125 53.000 76.875 g, 6' Long 27.000 54.000 81.000 -1 VIO 1 Bead 1 27.626 54.000 80.375 NtolWCra¢v�ep "-IPWM G.6 -ft Or Florio`Florio`b"k Abingtuneft 7-100-67 & A-W— • .0 go: 0.: • 0•0 . - =Aa Tvoeoyinii"o n' D.o 0" I . go o:* so a y M1AM1-DADE - i1IIAMI-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 2.599 EPTANCE (NOA) www.miamidade.gov/economy ;.G'I Windows and Door, Inc. 0100 NW 25' Street 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 (ATIJ). 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 AAA may. • • immediately revoke, modify, or suspend the use of such product or material within thei'rurisdicton� RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade C'ou�ntY Proc ttl'C6ntrol....:. Section that this product or material fails to meet the requirements of the applicable S iJJijpZ code. • This product is approved as described herein, and has been designed to comply wit:14e Florida Building inc e g e ocity urricane on . • • • • ,- ..... DESCRIPTION: Series Sentinel 130 Aluminum Fixed Window- - I. � � ...... APPROVAL D - el 130,1Nu41p Fixed Window • (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with reviSiorf G dated 0849/17, • • • • • • prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing he Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and et i;ition jaV15y 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. �--- The submitted documentation was reviewed by Manuel Perez, P.E. _ NONo. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2047 CGI Windows and Doors, Inc. 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.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, 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 20-94 •• along with marked -up drawings and 'installation diagram of aaj�g.7500.1PVC* fixed....:. window, to qualiA, DuPont "Butacite" PVB interlayer, Durase":and Super ,Spacer®;, insulating glass spacer, prepared by Certified Test Laboratories,• •Test Repo$ No.' CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh"-' Patel, P.r. * * * • 0 • * • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading p V oM TAS 2f ;--94 ....:. 2) Large Missile Impact Test per FBC, TAS 201;04.. •� 3) Cyclic Wind Pressure Loading per FBC, TAS 263-194 •" along with marked -up drawings and installation diagram of a sc;ie$ 9.400 PVC project:.... out window, to qualify DuPont "Butacite" PVB interlayer, I3uraseal® ;V0uper Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. 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 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super SpacerO insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abra m, P.E. (Submitted under NOA No.10-0510.13) anuely�eftz P.E. Product Contr49 Exa iner NOA No\17-0018.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t6 Edition (2014), dated July 18, 2014, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 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. 11-0624.02 issued to E.I. DuPont DeNemours 4ecv., Inc. for their "DuPont SentryGlas(g Interlayer" dated 08/25/11, e):pirVj on 017f4A 7. , • 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont Del;igpIgurs $•E'b', Inc.....:. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, e"AiAng on 12411/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemicai-qomp4fty.(1'QIA) ' for their "Saflex Clear and Color Glass Interlayers" dated 0619i''lV. expiring on 69:066 • :0 • • 05/21/16. . . ...... ...... 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Cheny�41Company(MA) •, for their "Saflex CP - Saflex and Saflex HP Composite Glass tnte'rlayers nttb:1VET • • Core" dated 06/19/14, expiring on 12/11/18. • . . • .... F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane -Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel erez Product Control ExaQnin r NOA No. 17-0W.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E--2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.1.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, Shed 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 (� R) .. • • " • ... E. MATERIAL CERTIFICATIONS 00 00 .' 0"' 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray AMIM, Inc. fol their,,,, "SentryGlas© (Clear and White) Glass Interlayers" dated;06/2r5/15, (j9PM11g ono • 07/04/18. 0 0 0 ' 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc!lbt their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 511 Edition (2014), with FBC 6tb Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — �.M.l. approved oD..-Q6/25/15 and expiring on 09/22/20. Manuel Pf e , P.E. Product Control Et miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 49" D.L. OPG. 6" MAX. HEADNSILL lF+/ RAJ/ SHORTER CORNERS i� 1ii� SIDES I to I II N I I n n u n II II C3 0 II u o If!� II L_1L____ ----7r------rr---- -4 If u o n u n u — n u n u 11 11 II II FALSE MUN71NS� (SURFACE APPLIED) 18' MAX FLANGE & FLANGE ADAPTOR FRAME SsDES� ZQUAL LEG FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY W7H 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-METALUC 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 SrTE 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. c V: ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 11 ,o 0 �5. u LL---- Tr--- I II m 3 o II II Ii�i II II J 6" MAX. 17" MAX. j: MAX CORNERS STRAIGHT HORTER SIDES SIDES DAYLTTE OPENINGS, D.L.O. HEIGHT BUCK HEIGHT - 3.00' D.L.O. WIDTH BUCK WIDTH - 3.00' �w—wID-THE{ WINDOW —WIDTH -� TWINDOW —WIDTH � wINDOK' wIDTH�.I -WINDOW M'I�Tr�_ WINDOW WIDTH � 0--� z3 L J WIN, _ —DOW� WIDTH WINDOW LAM. GLASS' _WIDTH WINDOW WIDTH W �-- � I� ,I INSULATING LAM.GLASS LARGE MISSILE IMPACT z ��I • I � • � • • � • I 4Gr I SMALL MISSILE IMPACT / z . 3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED SHUTTERS ARE NOT REQUIRED. as complying with the Florida Building Cod® Nc"o. 17-0918.07 ALLOWABLE LOADS FOR ALTERNATE SHI�ZS i �DWN A9q•0R 4;11 �R CAN BG �cpi lion Date 09 2020 VERIFIED BY INSCRIBING PICTURE WI[�yI,�QW S Wf IIN SQ6ARE W RECTANGLE •S SHOWN IN DOTTED LINES AND OBTA]IjING� KZ LE LOAD54FROM TyDSE 9iiAPE9► EFj'L',(a • • • • • • • • • • � u Z am W o0° �of ;0 2' ILI y OGH'm v'D�mi Da 0 a pAd 0 Ot2 N O yyII u! a z U) C 3om aM i a � 0 P 8 ATE OF = (yam, drawing no. W10-02 1. 16' STRAIGHT MAX. 4� s1oEs I II 1 I II N � ml„ I 11 Il II I7 II II II II II II $ fl II II II II II II II 11 II II II it 71 II 11 II II II II II u u u u m 11 II j 0� II II > O II II II II 11 It m II II II II II II _11______LL____ �W m II II II I: II li L____ ___ !1______it 11 II 11 II I m� I I I 11 II II II m mN ii II II I1 II 11 II 11 11 � I II II II II 'I II '1 II FALSE MUNTINS (SURFACE APPLIED)) I 16' MAX. I 6' MA7C. 16' MAC(. OPTIONAL '� STRAN;FiT HEAD/SILL STRAIGHT SIDES CORNERS SIDES FIN FRAMES z V 1! TYPICAL ELEVATIONS ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES •• ••• • • • . . . • . . • • •• ii . • • „tl 1 [I �L`ll ` �_r ``iTiliii,,,,�' • Is • • • PRODUCT REVISED • • • • • • • as complying with the Florida - Building Code NOA-No. 17-0918.07 = =_ • • • • • . • • • • • • • • • • • Nkpiration Date 0912 020', • • •Y BY ATE OFF ;drawing no. • • • • • • •MI ade Produc 0.1- s• ••• ! '�iINpiL1t1`' �2 {sheetl.lof 6 � • • •. �• ... ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• DESIGN LOAD CAPACITY - PSF FLANGE DAIS. I BUCK DDAS. I GLASS TYPES 'C'A'CI' GLASS TYPES 'D'k'DL' WIDTH (W) ILENGTH (L)l WIDTH M LENGTH Qj EXT.(+) TNT.(-) I EXT.(+) 1 1NT.(-) 24' 1. 36• 1. 48" 54" 60' 61, 36' 23' 29' 35' 41" 47• 53' 59" 60' 35" BO.0 80.0 80.0 BO.0 80.0 80.0 80.0 80.0 60.0 80.0 $0.0 80.0 $0.0 80.0 60.0 80-0 80.0 80.0 80.0 80.0 80.0 80.0 BO.0 80-0 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 1. 30' 36' 42, 48" 54" 60" 61' �. 1 23• 29• 35• 41' 47' 53" 59' 60" 47" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.0 80.0 80.0 80.0 50.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 810 80.0 24' }p• 36, 42• 48' 54• 60' 61• 60" 23. 29' 35' 41. 47' S3" 59' 60 59• $0.0 80.0 80.0 80.0 BO.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 70.2 70.2 80.0 BOA 61.3 613 80.0 80.0 54.3 54.3 72.5 72S 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24• 30, 38• 42" 48' 54' 60" 61' 72" 23" 29' 35, 41' 47' 53' 59, 1 60" 71• 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 702 70.2 1 80.0 80.0 61.3 61.3 80.11 80.0 54.3 54.3 72.5 72,5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24• p• 36" 42' '0 54• 56" /\� �4�• /\ ` J 23" 21" 35' ar 47' 53' 55• �. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 F2 80.0 80.0 .0 70. eo.o. $0.0 613 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52-4 52.4 69.8 59.8 24• 30 . 36' 42' 48• 49' 97' 23' 29• 35' 41 • 47' 48" 96• BOO 80.0 80.0 80.0' BO-0 80.0 BO.0 80.0 75.6 75.8 BO.0 80.0 65.2 65.2 B0.0 80.0 60.8 60.6 80.0 80.0 59.6 59.6 B0.0 BOA 24" 30' 36' 42" 46" I 102" 23• 29' 35' 41' 45" 101' 80.0 BO-D 80.0 80.0 80-0 60.0 80.0 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24" 30. 36' 42. 44" 108• 23' 29" 35' 41' 43• 107' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 50.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DINS. BUCK Dom. GLASS TYPES 'C'A'C1' GLASS TYPES 'D'di Dl' WIDTH cw) LENGTH (L) WIDTH (w) ILENGTH (L) E7R.(+) 1NT.(-) EXT.(+) I 1NT.(-) 24• �• 38, 41 • 114' 23' 29' 35' 1. 113" 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24' 30' 36• 39• 120, 23' 29" 35" 38. 119, BOA 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 24' 30" 36" 3g• 121, 23• 29• 35' 38' 120" 80.0 B0.0 80.0 60.0 BD.O Bo.O 60.0 80.0 723 72.3 80.a W. 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. DUCE DIMS. GLASS TYPES 'C'8'Cl' CUSS TYPES 'D'k'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) D(T.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' 26-1/2' 37' 48• 53-1/8" 61" 26" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60' 25" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOX 80.0 19-1/5, 25-1/2' 37' 1. 53-1/8, 61' 38-3/8' 18-1/8" 25-1/2" 36" 47" 52-1/8' 1. 37-3/8' 80.0 80.0 80.0 80.0 Sao 80.0 80.0 80.0 80.0 80.0 80.0 6D.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 19-1/8' 26-1/2' 37• 48 53- 61, 75-1/4• 93-3/4' 50-5/B' 1B-1/8' 25-1/2' 36' 47' 52-1/B" 60' 74-1/4• 92-3/4' 49-5/8' 80.0 1 80.0 80.0 80.0 00 1 800 80.0 80.0 80.0 80.0 B0.0 80.0 77.4 77.4 M158-0 77.4 77.4 77.4 77.4 76.5 76.5 19-1/8' 26-1/2' 37' 48' 53-1/8• 61• 75-1/4' 63' 18-1/8• 25-1/2" 36, 47' 52-1/8" 60" 74-1/4• 62• 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 51.3 80.0 50.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/8' 26-1/� 37' 48" 53-1/B' 61, 76' 18-1/8• 25-1/2• 35" 47' 52-1/8' 60' 7S" •go-O0 11 GED.00 • 80.00 �.p Bo.o 8 .0 • 78.9 Is 478.90 • 801111 81111.11109 •I.} 55.3 �1.3• 3 80. 73.7 .0 Is 73.7 48.0 48.0 64.0 64,0 w7 / --�= J WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE Ys" TYP. BUCK DIMS IS' TYP. FLANGE FRAME FLANGE DIMS-+1 BUCK DIMS EQUAL IEG FRAME BUCK DIMS FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME - FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • 9 PRODUCT REVISED .70592 as complying with the Florida Bulldln9 Code NoA-No. 17-0918.07 may, ANCHOR SPACING TO BE AS PETia9fiEE13a1•& 1.1 • • • • • • • • • Ex t Date 09/2 020 • • 0 • i • • • • i •I�a deProduct Cb-t'Pl 000 • • • ••• • • • • • • • • • •• • •• • • • • • •• •• • ••• • • • ••• • • 0 drawing 9 no. W10-02 3/16- ANN. GLASS .075' Interloyer Saflex CP WRn PET Coro By 'Eastman Chemical Co.' .09 terloyer Saflex C And Color Gloss By 'Eastman hemical Co.' Interlayer SeMryGias By 'Kuraray Americ Inc.' OR .090' Interlayer Trosifol PVB By 'kumray America, In ' Li m 3/16' HEAT S-REN'D LASS z i SIUCONE t i!i E12000 E7 ! DOW CO ING 899 it II DOW CC) NG 995 \ \ M5 AT 1/4 POIN75 LITES WIDER THAN 3 7/1 G1A55 (L.M.I. & S.M.I.) 3/16- ANN. GLASS .075' Interloyer Saflex CP With PET Coro O'Eastman Chemical Co.' R .090' Intedcyer Saflex Clecr And Color Glass By 'Eastman Chemical Co.' 3/8' AIR SPACE OR .09W Intercyer SentryGias 3/16' HEAT STREWD GLASS Ely 'Kuraray America, Inc.' 3/8' AIR .090' Interloyer 3/16' HEAT STREN'0 TrosifoPVB By ready America. Inc.' 3/16' HEAT STREN'D GLASS a SILICONE m GE 1200 DOW CORNING 899 DOW CORNNG 995 ftr MI li Ij Ij n it jl iI XL EDGE SPACER !! !! I! ST. STEEL BY 'CARDINAL' .E4 ii iL, i! OR OURASEAL BY 'QUANIX' a OR 0 SUPER SPACER BY 'OUANEX' a klw. MS AT 1/4 PO NTS ALL SIZES W GLASS TYPE 'Cl' 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) (S.M.I.) IN ORDER TO OUALIfY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl, &'Dl' MUST BE TEMPERED. 3/1V HEAT STREWD GLASS 075' Intedayer San- CP W8h PET Core By 'Eastman Chemical Co.' OR 090' Interayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 90' 0Interlayer SentryGlas R'Kuroray Americo, Inc.' 090' Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16' HEAT STREWD GLASS SIUCONE GE 1 ii it DOWi200 CO RNING 899 . DOW CORN KG 995 M5 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'D' 7/16' OVERALL LAM. CLASS 3/16' HEAT STREN'0 GLASS .075' Interlayer Saflex CP With PET Care By 'Eastman Chemical Co.' OR .090' Interlayer Sol Mar ar And Color Glass By 'Eastman Chemical Co.' OR .090' Interayer SentryGk:s By Kuraroy America, Inc.' OR 1190' Interlayer Trosifol PVB I By 'kuraroy America. r-3/16' HEAT STREN'D GLASS C SILICONE GE 12DO m O DOW CORNING 899 DOW CORNING 995 vl W a n X w Ili li IIj If z m 08 � r C7 n 5 N Ito 0bim�+ m paoQB 5 Z IL Q w 7 Tr' it z U) on Jam abM \ SILICONE / ° a GE 1200 y `� SILICONE DOW CORNING 899GE DOW1200 CORNING 899 DOW CORNING 995 I :I DOW CORNING 995 Pa JI/ J m z i 5 a 2 !i !i !i OPTIONAL GLAZING DETAIL _ _ . XL EDGE SPACER GLASS TYPES I I • • • • • STEEL � 'CAF�IN/I`' • • 'Cl' & 'DS' > a 3 ac I • UREAL�BY �QU,IEX� � ,ell v 0 o �PGEa � � • • `ttLLLlitllll//yyyy .... , . M5 qr 1/4 PO NTS A-L SIZES PRODUCT REVISED _ T0592 - as complying with the Florida GLASS TYPE 'I) Building Code • 0 17-0918.07 Y9 • •:(yam 1' OVERALL MUL gAffiG1AS5 •: • • • Ul-tl 4te 09MV12020 OF R� drawing no. wi 0-0 • • • • • • • • • isM� duct o 1 fill l l�l`LLt ` sheaf 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL INSTALLATION DETAILS 0 THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES INSTALLATION DETAILS DIRECTLY INTO CONCRETE INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS Z m u >A F " � i a FLANG FLANGE TYPICAL ANCHORS FLANGE 1/4' MAX. FLANGE c SEE ELEV- 28Y W000 BUCK FOR SPACING SHIMS METAL IL 0 g 1u d ji jl it OR WOOD STRUCTURE TYPICAL SEE HORS .' STRUCTURE O ? LL � N E3 M2 FOR SPACING a Q M2 TYPICAL ANCHORS li it O sz s z AO �� t: © FOR SPACING Oaoa� u O Fj --� El 4' o F ro S2 I! I M2 MIN. F Q W aMl f F- r. TYBICAI. A}TCHORS v .. ^. I SEE ELEV- a \Im vi FOR SPACING n WOOD BUCK -c E1 E3 J U i C 1/4' MAX � i � N n SHIMS 0 EQUAL LEG EQUAL LEG EQUAL LEG moo. EQUAL LEG o°z �C B 1 it it 29Y WOOD BUCK OR ii WOOD STRUCTURE M2 (�' METAL STRUCTURE a O 1- n o I! I! TYPICAL ANCHORS SEE ELEV. FOR SPACING d 3 M n 0 3 N II !I 52 I a i C Z _ M3 2 _ _ - _ _ vFZi in E2 I _ r • it, U r E2 M3 ! 52 �1YPKlAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 • >n TYPICAL ARICHORS • P. SEE ELEV. !! !I ANCHORS it ii SEE E-EV. Ic = _ o = c 1 BY J FOR SPACING WOOD BUCK FOR SPACING o PRODUCT REVISED a W as complying with the Florida Building Cod. NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW- Expiratlon Date 09/2212020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM -• _ __ At�EiN S: SEE ELEV. FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE- o _ Wew d 6 d 5 ' (Fu=163 KSL Fy-157 ) •Mlaml-D Pr•du•t0 • • • 11111IfuF r��r�� ULTRACO4 BY 'FLCO' (Fu-177 KSI, Fy-155 KSI) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)• • • • • INTO MIAMI-DARE COUNTY APPROVED MULLIONS �1�,D AF¢ •-"""'•�!�� '- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •a • INTO dNCf�IE!ANE LOSORRY 7.2' MIN. ROD �`� 'P•• EN b 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) OR INT& CTUITE = 1" AIN- G_? ` ) 20V 7 THRU 1BY BUCKS INTO CONC_ OR BLOCKS INTO METAL STRUCTURE = 3/4" MW. INTO METAL STRUCTURES (HEAD/BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 1,O o �• 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) WOOD AT HEAD. SILL OR JAMBS SO - 0.55 MIN. ;• �_ $ Y 1 m ' 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) STEEL- 1/8- THK. MIN- (Fy = 36 KSI MIN.) • •• CDWRETE AID NERD, SIOL OR JAMDSs1t = BODO PSI MIN. C D f!h PSI MIN. Cy; drawlnq RECTLY INTO CONCRETE OR BLOCKS 90 HOLLOWJF1LLEd BL.SCK AT JA86S 2000 I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PPy1g0) • • • • • •�O�•••; • • • • • • • • • • 7E OF ��i - �% no. W�O-02 1- 4' MIN. EMBED INTO CONCRETE (HEAD/SILL/'AM 1-1/ IN. EMBED INTO BLOCKS (JAMBS) ) • • • 0 • : • : • • : • • • • •••• ',7j�1f IVAL1 � sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW �VI•tV o o m Z INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL tq �q Z 2 b m 6 F YWI z e WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS IL •, FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 00` O U a � 0. y TYPICAL ANCHORS SEE ELEV. 1/4" MAX 0 _ 29Y WOOD BUCK FOR SPACING SHIMS 1. V C 11 ll jl B3 Il M2 OR woo:) RE �S iYPICAI �CEC� _ FOR SPACING • METAL STRUCTURE 7�1 CHORS 0'�CM g Q IL O N ! • a . M2 N p .I $2 z 1 a y FOR SPACING Q W j a vl �ZN.:o /EB _� v - -_- ES S2 r s 'TYPIfi1 AIiCFiORS P !� !! M2 SEE ELEV. ` r FOR SPACING I: \ ✓ C h 113y WOOD BUCK I', Ij • .a Ee c-2 E7 .. O o ril v 2 3/8" MIN.GAP 1/4" MAX BUCK HEIGHT 1/4' MAX. ax ui N C c N NOT BY CCIRE 1/2MIN. 1/2' MIN. oO o 2 3/8' MIN. —`1 FIN FRAME Mz BACKBED CAULKING N c, `. TYPICAL ANCHORS: SEE ELEV. FOR SPACING n v \\� #8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD 1 W m BUCK DEPTH SHALL BE lib". v THE USE OF DEEPER' OR a R,g R BEVELED WOODBUCKS IS PERMITTED. HOUSE WRAP EXTERIOR � NOT BY cc;i 0 0 o a BUCK WIDTH BUCK WIDTH _______________ I(� r-=--------------==i� MIAW-DARE COu, 11 MIAMI-DARE CWNTY APPROVED 11 q _ APPROVED MUWON I I MULLION k MULLION MICHORS i t o o H I I k MULLION ANCHWO •I* SF.EE W.VATE IAA • • I I• • I I I SEE SEPARATE 410A I I %Jill IllPRODUCT m - • o REVISED 40. as complying with the Florida Building CodeT v�4tGRs • NOA-No. 17-0918.07SEE • iration Date 09/22/2020 TE OF drawing no. FOR SP .. �0 *By; , .J: /JI4 woo—o2 X 1' SMS. • • • • • • • • • t •Nllam ade Produe ntr 1 sheet $ of 6 • • • • • • • • ///IIIIIJt\\\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • h--2.505� —TL r.D66 1 1.995 .812 L ±FISM :iu 1.335 �-i Et FLANGE FRAME 2.505 .068 7 .812 1.495 .995 065 IYP. 1.335—i OFLUSH FRAME/FIN FRAME 675 . I .995 'TM`P 975 `) GLAZING BEAD (LAM. GLASS) [-.120 .995 .050 7YP. 1.000 I 12.5 1.50-0-+----i� I�' 1.164- E4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL GLASS) 1.730-; I .065 1.550 1.660 450 .180 sso..0 .050 1.395 ONAIL FIN ADAPTER O FLANGE ADAPTOR 1 395 L �.160 .050 i .065 FLUSH FRAME COVER 1.119 .291 .050 1.061 M2 SCREW COVER rm PART # QUANi1TY DRSCRIPTtON NATERILL MANF./SUFPLMR/RMURHS El CGI-118 4/ WDW. FLANGE FRAME 6083-TB - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 8063-T6 - E3 CGI-121 4/ WOW. GLAZING BEAD (LAM. GLASS) 6063-TB - E4 CGI-123 4/ WDW. CLA71NO BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. FRONT RANGE ADAPTOR 6063-1-15 - Mi CGI-382V AS REGO. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS REOD. SCREW COVER- OPTIONAL PVC - U3 CGI-112 AS REOD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8-) 6063-T5 - M5 - 2/ LITE SEMM BLOCKS EPDM DUROMETER 85±5 SHORE A S2 i10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS •• ••• • • • • • 00-1 • •• • • • • ••• • •• ••• •• • • • •• PRODUCT REVISED as eomptying with the Florida Building Code - NOA-No. 17-0918.07 • • • • • • Fypiratlon Date 09I27J2020 • • • • • • • • • IsNfami ade rouc u*7 1 ••• • • • • ••• • • • • Is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U� 0 o_ O0`4 U O aR1ti DWM CYO C) 0�� Q W o F �Z01 w_ Sam Q W O� F 1 � u I C n g — n i 00 W C O F N c q�7�h N� 0 M o � n z � c, 3 - .1j sf "••r 2 •e I 1 TE O: .[q � drowingv no.. �` ORID�`.•' �� W 10-02