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WS-19-1915Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 77 NW 99TH ST, Miami Shores, FL 33150 1131010180480 Contacts Justin Murphy Owner PRESTIGE WINDOWS & DOORS Contractor 77 NW 99 ST CRISTINA SCAVUZZO 5500 NW 161 St, Miami Gardens, FL 33014 Business: 3058205999 Inspection Requests: Description: REPLACE 17 WINDOWS AND 5 DOORS Valuation: $ 27,374.85 305 7Ci2 494F Total Sq Feet: 0.00" �3 EE Fees Amount Application Fee - Other $50.00 CCF $16.80 DBPR Fee $4.80 DCA Fee $3.20 Education Surcharge $5.60 Scanning Fee $9.00 Technology Fee $8.00 Windows/Shutters Fee $270.00 Total: $367.40 Payments Date Paid Amt Paid Total Fees $367.40 Credit Card 09/16/2019 $317.40 Check # 7028 08/20/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regL4atmg construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Auth—&AdSignature: Owner / Applicant / Contractor / Agent Date September 17, 2019 Page 2 of 2 a � Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING AUG 1.0 11319 FBC 2017 Master Permit No.—��"7�� —I S Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [] CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores p County: Miami Dade Zip: 3� 1� U Folio/Parcel#: ( � - �k U ( — U O 'LU fC U Is the Building Historically Designated. Yes NO ^ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): R S �l phone#:3 U — 331- In 3 Address: -1 -7 Njui qq St' '�-At(Arn� )nOV--C3 L- 33%30 City: B'�001*► S l)OfgS State: IFL— Zip: -3 �1 b Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name':(An'"l (-I-e WSY\d6L,0S -* V>Cstxc S Phone#: ,'3 US - k2U-.5cIc(4 Address: & 2 s Z (—&-nvvu v r o L'U ot--u City: all:4;1-(Ay:e S State: r Zip: 33() ► �6 Qualifier Name: __uW cy* yxk kclNl= 0 Phone#: 3 U5 -'6Z V -5GI y 9 State Certification or Registration #: C6c \ZSILP $—T Certificate of Competency #: DESIGNER: Architect/Engineer: Address: one#: G State: Zip: Value of Work for this Permit: $ Z y 0 5 Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New �, ❑ Repair/Replace Description of Work: Q VI 1) i 0 W j n6i-w3 T J c-A oi •-1- t-� Specify color of color thru tile: Submittal Fee $�.1W Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ Training/Education Fee $ CCF DBPR $ ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE (Revised02/24/2014) 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 law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv, and a reinspection fee will be charged. Signature Signature OWNER or AGE NTRACTOR The foregoing instrument was acknowledged before me this ZGt day of _�� 20 I CI by J%vAn k 1(�a _ , who is personally known to me or who has produced s The foregoing instrument was acknowledged before me this CI day of J-L+ ��` , 20 1 by CV t��1Yl( �i�('C�YU724 who is personally known to me or who has produced as identification and who did take an oath. identification and who did take an oath. _ NOTARY PUBLIC: KAREN CARBONELL OTARY PUBLIC: ��pYP,; KAREN CARBONELL ° = MMISSION # GG 189554 _�: MY COMMISSION # GG 189554 M "' : <? ES: March 11, 2020 IRES: March 11, 2020 g �� :F Bonded Thru Notary Public Undervrtiters Sign: ndedThruNota PublicUrderWriters I n; Print: ILC�veY\ Print:. Yer� CC<r1�c �'1r��1 Seal: Seal: C APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revlsed02/24/2014) 11WINDOWS R�S/ ■p+�p//^�'pT--� 8212 Commerce Way, Miami Lakes, FL 131116 .L IGice. www.pre LICA CB 1251687 & DOORS CONTRACT W W W. 11 R E S T I G E W I N D O O R. C 0 M pelt 17050093 Prestige Rep: Joe Muller Date: 05/24/19 CUSTOMER INFORMATION Name: Windy & Justin Murphy Address: 77 NW 99th Street Miami Shores, FL 33150 Phone: 305-331-7173 Email: murphyjc@me.com , windymurphy@me.com WINDOW AND DOOR REPLACEMENT SPECIFICATIONS Please see attached window and door breakdown Window Manufacturer(s) CGI-Sentinel Total # Of Windows Total # Of Doors 440908 Door Manufacturer(s) CGI-Sentinel, Clopay Quote # Frames © White ESP Aluminum 0 Bronze ESP Aluminum 0 Clear Anodized Aluminum © Other d White Vinyl p Bronze Vinyl © Two Tone Vinyl (Bronze Ext. / White Int.) Glass Type IZI Laminated Impact Glass © insulated Laminated Impact Glass Glass Color © Clear (no tint) © Grey © Bronze M Clear LoE 36613 Other Grids 0 Yes M No (If Yes, Please Specify Design and Windows/Doors receiving grids) 17 55 including garage Screens m Yes © No Operable windows and sliding glass doors, ONLY. Swing Door Hardware Color ElSatln/Brushed Nickel IIOII-Rubbed Bronze 0 Polished Brass(norovallable for all doors) Handle Style and Color will be different depending on manufacturer, please see attached handle confirmation sheet. Additional Products 8x7 - Garage Door - Short Panel - White - 43 Series - Insulated - Existing Motor 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 Interiordry 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 M Included El Not Included NOTElf an existing shutter does not allow for the Installation of the new window/door and PURCHASER does not want fo remove the shutters, Prestige Windows and Doors wiltremove atno additional cost but PURCHASER is responsible for reinstallation of shutter. VD, @}T- �'8232 Commerce Way, Miami Lakes, FL 33016 RISTIG� www.pre UC# CBC 251687 I.�I]C�C�WS & DOORS CONTRACT W W W. 1' R E S T I G E W I N D 0 0 R. C 0 M PO # 17050093 Prestige Rep: Joe Muller Date: 05/24/19 CUSTOMER INFORMATION Name: Windy & Justin Murphy Address: 77 NW 99th Street Phone: Miami Shores, FL 33150 305-331-7173 Email: murphyjc@me.com , windymurphy@me.com WINDOW AND DOOR REPLACEMENT SPECIFICATIONS Total # Of windows 17 Please see attached window and door breakdown Total it Of Roots 5 Including garage Window Manufacturers) CGI-Sentinel 440908 Door Manufacturer(s) CGI-Sentinel, Clopay Quote It Frames ® White ESP Aluminum 0 Bronze ESP Aluminum Q Clear Anodized Aluminum 0 Other 0 White Vinyl 0 Bronze Vinyl ©Two Tone Vinyl (Bronze Ext. / White Int.) Glass Type 0 Laminated Impact Glass ©insulated Laminated Impact Glass Glass Color 0 Clear (no tint) M Grey 0 Bronze M Clear LoE 36611 Other Grids 0 Yes 0 No (if Yes, Please Specify Design and Windows/Doors receiving grids) Screens ® Yes 0 No operable windows and sliding glass doors, ONLY. Swing Door Hardware Color ElSatin/Brushed Nickel (3011-Rubbed Bronze 0 Polished Brass (not mailable for oil doors) Handle Style and War will be different depending on manufacturer, please see attached handle confirmation sheet. Additional Products 8x7 - Garage Door - Short Panel - White - 43 Series - Insulated - Existing Motor DESCRIPTION OF WORK • Remove old windows and doors. • Clean and Inspect openings. Perimeter caulking on stuccoed areas (we caulk • Install new windows and doors. before the stucco). • Anchor with approved tapcons, • Assist In moving furniture for install and assist in • Caulk and seal inside and out. restoring to original location once opening • Clean work area, completed. • Sweep/vacuum all work areas • Cover and protect furniture during install. • Haul away old windows, doors and • Coordinate all inspections as required by agencies debris for proper disposal. having Jurisdiction over the work. • Patch perimeter stucco and interior dry wall where • Provide partial release of lien with every invoice, if necessary. 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 0 Included El Not Included NO7Elf an existing shutter does not allow for the Installation of the new window/door and PURCHASER does nat want to remove the shutters, Prestige Windows and Doors wNl remove otno additional cost but PURCHASER Is responsible for reinstallation of shutter. 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: SCGVu �T L terwner Signa re Date Print Name Property Search Application - Miami -Dade County Page 1 of 1 ` -OFFICE , Summary Report Property Information Folio: 11-3101-018-0480 Property Address: 77 NW 99 ST Miami Shores, FL 33150-1740 Owner JUSTIN CHAREVILLE MURPHY Mailing Address 77 NW 99 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,154 Sq.Ft Living Area 1,811 Sq.Ft Adjusted Area 1,838 Sq.Ft Lot Size 10,800 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $249,577 $237,864 $237,864 Building Value $148,878 $148,878 $127,925 XF Value $2,554 $2,555 $2,555 Market Value $401,009 $389,297 $368,344 Assessed Value 1 $396,693 $389,297 $328,020 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap lAssessment Reduction $4,316 Non -Homestead Cap Assessment Reduction $40,324 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 LOT 16&17BLK5 LOT SIZE 100.000 X 108 OR 19549-2370 03 2001 1 COC 23673-0496 07 2005 1 Generated On : 8/20/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $0 Taxable Value 1 $346,693 $339,297 $328,020 School Board Exemption Value $25,000 $25,000 $0 Taxable Value $371,693 $364,297 $368,344 City Exemption Value $50,000 $50,000 $0 Taxable Value $346,693 $339,297 $328,020 Regional Exemption Value $50,000 $50,000 $0 Taxable Value $346,693 $339,297 $328,020 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/09/2017 $485,000 30543-2299 Qua] by exam of deed 07/01/2005 $425,000 23673-0496 Sales which are qualified 03/01/2001 $162,000 19549-2370 Sales which are qualified 12/01/1989 $79,000 14428-1717 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 hfp://www,miamidade.gov/info/disclaimer. asp https://www8.miamidade.gov/Apps/PA/propertysearch/ 8/20/2019 Home Owner Justin Murphy Address 77 NW 99 ST Miami Shores, FL 33150 Date 07/30/19 MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) Window/doo r replaced? (y/n) Product Approval # Allowable pressure see NOA Shutter required? (y/n) Product rated for impact? (y/n) N psf (-) psf 1 SFD 38.75 80.375 y 17-1226.05 70 70 n y Entry 2 HR 74 63 y 17-0918.09 60.2 60.2 n y Living Room 3 HR 53 50.5 y 17-0918.09 65 65 n y Bedroom 1 4 HR 37 50.5 y 17-0918.09 65 65 n y Bedroom 1 5 HR 37 50.5 y 17-0918.09 65 65 n y Bedroom 1 6 HR 37 50.5 y 17-0918.09 65 65 n y Bedroom 1 7 SH 19 38.5 y 17-1018.08 75 75 n y Bathroom 1 8 SGD 71.5 79.5 y 17-1218.20 60 60 n y Dining Room Right 9 SH 37.92188 73.5 y 17-1018.08 75 75 in y Bedroom 3 10 SH 37.92188 73.5 y 17-1018.08 75 75 n y Bedroom 3 11 SH 37.92188 73.5 y 17-1018.08 75 75 in y Bedroom 3 12 SH 37.92188 73.5 y 17-1018.08 75 75 n y Bedroom 3 13 SH 37.92188 73.5 y 17-1018.08 75 75 in y Bedroom 3 14 HR 37 38.25 y 17-0918.09 65 65 n y Bathroom 2 15 SFD 31.75 81.25 y 17-1226.05 80 80 in y Dining Room 16 HR 37 39.375 y 17-0918.09 65 65 n y Kitchen . 17 SH 18.625 39.375 y 17-1018.08 75 75 in y Bathroom 3 18 SFD 33 82.375 y 17-1226.05 80 80 n y Garage 19 SH 37 38 y 17-1018.08 75 75 n y Garage 20 SH 48.5 31.5 y 17-1018.08 75 75 n y Garage 21 GARAGE 96 84 y 18-0716.01 48 60 n y Garage 22 HR 55 51.5 y 17-0918.09 65 65 n y Garage Tube Mullion 1 x 4 73.5 y 18-0129.08 70 70 n y Vertical between 9 & 10 Tube Mullion 1 x 4 73.5 y 18-0129.08 70 70 n y Vertical between 10 & 11 Tube Mullion 1 x 4 73.5 y 18-0129.08 70 70 n y Vertical between 11 & 12 Tube Mullieh • • • 1 u 4• • 743.5 •. y 18-0129.08 70 70 n y Vertical between 12 & 13 .. ... . ... . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ... . . . . ... . . . . . . . . . . . . RECEIVED Miami Shores Village i -3PROVED BY DATE 7^^JING DEPT v (r P' DO DEPT S-9JECT TO COMPLIANCE W FH ALL FEDER. '_ c- ^+ �= AND COUNTY RULES AND REGULATICt Job Description: Replacing 5 Doors & 17 Windows to Impact Justin Murphy 77NW99ST Miami Shores, FL 33150 18. 01102 19. GARAGE 1 x4 1 x4 1 x4 1 x4 20. For Openings 9, 10, 11, 12, & 13 • •• • • • • ••• • 21. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 13. BEDROOM 12. BATH 3 11. ROOM EGRESS 10. 14. 2 9. 15. DINING 8. KITCHEN ROOM 16. 17. 7. 6. BATH BATH BEDROOM ROOM 3 ROOM 1 2 5. EGRESS BEDROOM 4 BEDROOM EGRESS LIVING ROOM 1 4' EGRESS 22. 1. 2. 3. 07/01 /2019 - 4:10pm Talyssa Plan Sheet Store\Wndows-Doors-Shutters\400 Wind Charts\_Reference\2017 VNndload Charts References\2017_d FBC WIND CHART.dwg C 6`" EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 ND VELOCITY = 175 MPH MRH <_ 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING - 'ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'C' BASED ON Kd = 0.85 NOT TO BE USED OR MATCHED WITH'LRFD' OR'ULTIMATE' DESIGN LIMITING PRESSURES INTERIOR ZON PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 4 Roof T i tar, Area (S - H ht 10 20 30 40 3.4 41.6 -40.6 39. 0 -15 ft D40.1 8 +37.2 +36. 3 . -45.1 -43.3 -42.2 .4- 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 +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 +47.0 +46.2 -57.1 -54.7 -53.4 -52.4 -51.6 55 ft +52.7 +50.3 +48.9 1 +47.9 +47.1 -58.2 -55.8 -54.3 -53. --52. 60 ft +53.6 +51.2 +49.8 +48. H 4 EXTERIOR ZONE'r_-,�PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 f *09- Tributary Area (Sq Ft) 3 ht 10 1 20 1 30 40 1 50 -50.0 -47.9 -46.4 -45.2 J$115 ft-53.6 +40.1 +38.2 +37.2 +36.4 +35.9 -55.7 -52.0 -49.8 -48.2 -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 - .4- 30 ft _53`7 +46.3 +44.3 +43.0 .2; 441.5 -64.1 -59.8 -57.3 35 ft +47.9 +45.7 +44.5 k5'15- -65.9 -61.5 -58.9 40 ft +49.2 +47.0 +45.7_ -67.6 -63.0 -60.4 58.5 =5 . 45 ft +50.5 +48.2 +46.9 +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 1 +50.3 +48.9 1 +47.9 +47.1 -71.8 67.0 -64.1 1 -62.1 -60.6 ft +53.6 +51.2 +49.8 1 +48.8 +48.0 ENCLOSED STRUCTURE, FLAT TERRAIN MRH = MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: (IIDENTIFY THE ZONE OF THE OPENING AS INTE NE-4)_OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE FIGURE BELOW LEFT OR INFORMATION PIS VIDE_ D-�O��OU 1. ANY QUESTIONABLE OPENING11 - ON31O€RED TH RE CRITICAL (EXTERIOR) ZONE 5. 2. IDENTIFY THE BUILDING MEAN (AVERA E) 0 E LOWEST GROUND ELEVATION. IF THE MEAN R OF HEIGHT CANNOT BE IDENTIFIED, USE E' P F HEIGHT. 2.1. ALWAYS ROUND UP ROOF HEIG ,TABL A E. 2. VALID FOR ALL ROOF SLOPES: F R S 10t, NGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARY AREA OF, -OAENI [N Q THE GREATER OF (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) * AN EFFECTIVEE D-31'}1E* IGH GHT 3 / 3). 3.1. USE THE AREA BETWEEN STRUCTURA `OP.E 0 LY- THIS INCLUDES AREASP�T,�EN STRUCTURAL MULLS, COLUMNS, ETC. -L- {� t 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENti FLED, =HE SMALLE4e • • • t • • t (10 SQUARE FEET) SHALL BE USED. • U t • 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TA1B&E VALUE. FOR LNVGE1RTRIBUTARY AREAS 4�THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. + • • • . READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRES 6?T41E LOCAL 18IONIL•IPALITY IN* • • • 1 • ACCORDANCE WITH CODE. • 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDQR@1fEt1tAED BY A FACTOR OF 1.18. \hl� Yt KF: REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. • t -GENERAL NOTES: • • • k ES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE•St'PES%S DESIGNtMETMOOLOGY" P9RtAS1? jF 10 S70IT 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS QWT4,WFj4HEREIN. • • • • 04000 G NIS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WINDt1/ELOCITY TY& EXPO%uRE SPECIFIED.ASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PR6%UREtRATINGS. meet t : t • • • 1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN E RATED LIMITING WIND VELOCITY ABOVE. • •' • • • t • GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HELLS 1HA L BE NEAj2BYY A�RtA.. GeV), • i RNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH ATl ENCLOSED STR LY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDINp DEPA*TMENT. • • HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. a • • * • • • s t •t 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. • a t 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED 0600 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 IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO C T-APPROVEDTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS RLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE - YOTHCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PRO '0 12. NO CERTIFICATION IS OFFERED FORTH IN . -RUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED HERE AUDATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE 4 EXTERIOR R13i O EAN ROOF HEIGHT MRH EXPLAINED Ln __ z Z ° g oo' �°, = v a= 10% OF LEAST HORIZONTAL DIMENSION LEAST HORIZONTAL m Z n O m y zO 2 1'r1-0 � � m ROOF HEIGHT (MRH), WHICHEVER IS SMALLER, BUT E PEAK ROOF DIMENSION z Gl p T m v A p n < D v m v mom' , r .. �^ W THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE p- O O 3� ._ G D r O m D- Ul m Z w m CORNER ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER HEIGHT 5 5 m m Cl m C D 3 O- '" LA( O m O, U) C) Z D'r vc rn ;0 vtnc :90 U' Onz OnoGjzwZ_j mD FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 p O m O pC o D O v yI C X z� Z O E o D ROOF 5 ®-ZD��ZzmG v-�'G1m>0crMv) Op MEAN EAVE HEIGHT �rZ��O 3 CpODZZ-mmm0w AD a a ROOF 2 ROOF (MRH) (PmOZ O, mmzrmly -i H2rrmn �O HEIGHT WINDS A Ro � In O D p m x m Z m -I z HEIGHT < )" � (MRH) O FLOW �i C) mzzzmZ� •• fA0 0^.. 1 O xp� m�DDGZrnx=T'+p Tm 5 ® 5 ® ® ® o>a , a�zpa�n�r�r=Im E> a S O PLAN VIEW A cI r Z- �i,;Q0 9rnifixo Dn COMPLEX =o1 imp0 mya�m� ow ELEVATION a a ISOMETRIC CORNERS 5 5 z m 5, m p EA IA z D Rt m� Ut N O o REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING Ej `mp0 o T D O INIT ISSUE GSS TSB 03/05/12P> v O- m D m 3 = REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 �oi I` I °Wp Q \) o� m 1 EXPRESS < 0 ti Z o� A REV 2014 FBC DGM TSB 06/10/15 m o m r UPDATES, 2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: mDii 'A°z 7-4 I`_ OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106 m-=�a mr - Dp it M THISDOCUMENTISTHEPROPERTYOFENGINEERINGEXPRESS, MASTER PLAN SHEET DEERFIELD BEACH FL 33442 o moo ; �V O IN r z o LI v ANDSHALLLNOT CONSENT ENGINEEDNGEXPWHOLE EXPRESS. ALTERATIONS, 7-10 (954) 354-0660 866-396-9999 m `DO I--t WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ASCE z 0 � o CD ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOTTEAM@ENGINEERINGEXPRESS.COM p O m f CD N PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGI N EE RI N G EXPRESS.COM o M IAM I•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOA DMINISTRATION DIVISION NOTICE OF ACq CGI Windows and Doors, 10100 NW 25" Street Miami, FL 33172 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy WITNUA 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 jurisdictipp• RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade EountY ProcAwW;8ntrol ...... Section that this product or material fails to meet the requirements of the applicable bdiidiit code.- • • . This product is approved as described herein, and has been designed to comply vlitPixfl8 FloridrBuilding....:. C ig e ocity urricane Zone. " DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion —L.M.I. ' • • • ..... APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Elnde j Alurpinwm Tube..:..' Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revisio*A H dated60?/16/18,• • • • •. prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing�the:lAami-Da0 County •, Product Control Section Revision stamp with the Notice of Acceptance number apd eviratio; 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 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 Approval Date: March 29.2018 31lfvjl Page 1 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. 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. B. TESTS 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 201-94 .... 5) Large Missile Impact Test per FBC, TAS 201-94• • • • • • • • • • • •"" along with marked -up drawings and installation diagram of caseirient"wind4JVs mulled • • using a 1 "x 2"x 1 /8" aluminum tube mullion, prepared by Hurrlc. esting Lab, Inc.,' " Test Report No. HTL-0080-0105-08, dated 03/26/08 for Spaoiinens Np" 1 •and 2: • • • • signed and sealed by Vinu J. Abraham, P.E. too* "" ..... (Submitted under NOA No. 08-0331.07) " • • • • • • • • • • 2. Test reports on: 1) Large Missile Impact Test, Loading per SF$�. YA 201-g4"" ' • • •; • along with marked -up drawings and installation diagram bf An: alunlinurp fixed • • • window, prepared by Hurricane Test Laboratory, Inc. Test Report �4o. : """"" • HTL-0080-0303-96, dated 03/06/96, signed and sealed by Tini ttiy S. Matshaali,.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 Pere , 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 5th 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 and sealed by Vinu J. Abraham, P.E. • • • • (Submitted under NOA No. 08-0331.07) 0'"" • • • • • • 3. Laboratory compliance letters for Test Report No. HTL-00$0;Q403-96 - i sOod by 00 Hurricane Test Laboratory,Inc., dated 03/06/96, signed and •saved b Tirnoth S.• • • • g Y Y . Marshall, P.E. 0" .. . • (Submitted under NOA No. 95-0929.39) • • • • • • 4. Laboratory compliance letters for Test Report No. HETI-96-5 jj:j*sued byWersicane� Engineering & Testing, Inc., dated 02/12/96, signed and sealed,by.wetor M. �Vledina, • P.E. ...... (Submitted under OA No. 95-0929.39) . •. G. OTHERS 0 : • 00 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. Walk a Manuel VL4rez, P.E. Product Controlgxwiiiner 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 61h Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed odlf4 sealed by Javad Ahmad, P.E. • D. QUALITY ASSURANCE ...:.. 1. Miami -Dade Department of Regulatory and Economic Resourpcs (VR) ; • • • • E. MATERIAL CERTIFICATIONS • • • • • • • • • • 1. None. ...... F. STATEMENTS ' 1. Statement letter of conformance, complying with FBC 5" Edition'(201'4), with VHC 61h Edition (2017), and of no financial interest, dated October 4, 2017, issued by AI-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 j-""0^y�.125 I E125 2.000 Ia .332 IN\4 Sz .332 114\3 1 X2 MULLION 6063-TB j-' 1.000--{�.125 3.000 .125 125 2.000 L I 3' L-2.000--1 CLIP ANGLE 6063-T6 Ix = .9502 IN\4 Sz = .6335 IN\3 Ix = 2.9762 IN\4 Ss = 1.4881 IN\3 1X3 MULLION 6063-T6 Is = 2.0374 IN\4 S% = 1.0187 IN\3 1X4 MULLION 2X4 MULLION 6063-T6 Is = 8.2757 IN\4 Sz = 2.7586 IN\3 'W' DIMENSION MULUON 'W' - IN. 2' 1.688 3' 2.688 4' 3.688 6' 5.688 .715 1.875 .125 �I i- 4.000 -I MULLION CLIP FOR 1BY TUBES CGI-383 6063-T6 MULLION CLIP FOR 2BY TUBES 2X6 MULLION CGI-395 6063-T6 6063-T6 6.000 L I- 2.000 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: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 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 MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k 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 INSTRUCT1074: • • • • • • • • ffER INFILTRATION RESISTANCE ETC. • • • • • • • • C6dNDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, Ult CHARTS ANS GRAIM• A3111F0111I • • AND TO BE REVIEWED BY BUILDING OFFICIAL. STEP 1 DFQiNIE LMyN &0,tPEdIgC P: AICE 7 •• OPEN��111 1 I p/e7j i •• PRODUCT REVIIUD `�� J.- '1ZQ"V��i STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ' "W"s viN N• Florida �� QF ABOVE LOAD REDUIREMENTS. BWdin6 Code p �1p _ STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT AeO TI1°e°N°%�� = Z •dW ROMl • • 000 • • imrim Date- • �15ING G•y,�,HS ON !AEA 2 SELECT MULLAN SIZE NITM By STEP i bESITI �TI ZAORCTFAN DEIGN LOAD SPECS ED• • Miami ede ProdNCI I STEP 0!E • • • • • • T OF • • • • • • • • • •• • RISING ANCHOR TYPESePN SHEIJS 4 h 5. AyD PNCHQR GRAPHS �i IDp`.•'•G\�� STEP ON SHEETS 3 k 3.1, SELECT ANCHOR TYPE V/fTH OESfGN RATING �s •' (� �� MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. AL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �I. ev M95-1 no. 1 X 2 X 1/8" MULLION 130 120 110 100 38-3 MULL SPAN a 90 I 0 p 80 z C'1 W 70 0 60 50 50-5/8' 56' 40 163, 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 130 w-5/8" 120 56' 110 63' 100 74-1/4 MULL `11S� a 90 I a 84' 0 80 z w 70 0 60 96' 50 10 ' 40 120" 32" 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 1 X 3 X 1/8' MULLION 1 X 4 X 1/8" MUWON U 30 20 10 00 90 50-5/8" MULL SP 80 56' 70 63' 30 50 74 7/4' TO 84' sn 120 110 100 a 90 1 0 p 80 J z c� w 70 0 60 50 40 30 5 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 2 X 6 X 1/8" MULLION 74-1 4' 84" 96" MULL ON S 108" 220' • • 132' • 144" 131 121 11t IN 4 a 9C I 0 p 8( z U m 7( 0 6( VERTICAL MULLION z GLAZING GLAZING J PRODUCT PRODUCT A� Z r Z 0 w N 3 H Q ; 3 0: no ce6 0 0 CL it rro� W1 W2 Q OW 17 of p ARCHES TO BE INSCRIBED 0 IL a 0 a.Opi INSIDE RECTANGULAR SHAPE 0 " W N YIO . a K Z.L � H HORIZONTAL MULLION ! Z LL p 1 � � f JZ.¢� Q W OLf F O N s0 40 o n 108' E O r p w � 30 U) 25 35 45 55 65 75 85 I I < 0 MULLION SPAN TRIBUTARY WIDTH - INCHES O H m GLAZING %'CIAZING PRODUCT 3 3 w 0 N M M 1 TYPICAL MULLION ARRANGEMENTS a 30_0 WIDTH (W) = W1 + W2 " 0 2 d U NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • • • • • • • • • VERTICALLY OR HORIZONTALLY. • • • • • • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • • • • • • • • 1`111111111/T� '4®1 21M • • • • • • • t �� D AH �P'•'v o i PRODUCT REVISED • • • • • . • t 19 —p1Yt1 iih �O Flwdl. 9 v n d .. .••A" �1B-Or29.og • • • • • • • • • nO� D•e OF l(j drawing no. 25 35 45 55 65 75 • 85 • By TRIBUTARY WIDTH - INCHES �mrjul(,N's7 A7i—i Q>tile Pmduct C PY G ••• • • • ••• • • D"*-* vok ` M91 5-13AI 2 ANCHORS TYPE 'A' 130 121D 110 100 a 90 I 0 80 70 W 0 60 50 40 30 25 35 45 55 65 75 TRIBUTARY WIDTH — INCHES 130 2 ANCHORS TYPE 'BF' 120 110 100 38— /8- MU ON SPkN a- 90 I 80 � 50- z 70 w 5 ' 0 60 50 74 40 0 30 85 : rilliklemmmm „` RIME■■ .. Iffilm IEEE a 80 O 70 60 50 , 1 ' 40-.- 301 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES 2 ANCHORS TYPE 'C' 130 120 110 100 n a 90 I 0 80 J z S? 70 w Cl 60 50 40 30 2 ANCHORS TYPE 'BH' 130- 120-- 110-- 100-- Q. 90 I 0 8D J 38 3/8' NJUJON PAN 70 60 50 5 50 5' 6' 40 74 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES CLIP `ANCHORS _ VERTICAL MULLION i 0 GLAZING PRODUCT GLAZING PRODUCT Z n O zo 0 w tY 00`o OWN � $H �CL1P O ti w n L—W ANCHORS O'rcrcm W2 o O aco PoZONTAL MULLION O dI t'j CUP ANCHORS ARCHES TO BE INSCRIBED �"a INSIDE RECTANWLAR 514PE m � R 0 00 0 Z N LL I!fe� 3II .Ll 0 a W T f R� O U i O C Q � o � n E O w p w IP MULLION SPAN Q C N O SN o TYPICAL MULLION ARRANGEMENTS o co N M 7 v°3 WIDTH (W) wt z w2 3 zo n ANCHORS 'A' "� V 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 �� GLAZING �" ' PRODUCT 3 ANCHOR EfAIL /1 3-- GLAZING GLAZING CUP PRODUCE PRODUCT ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS _ ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES •• ••• • • • • • •• • •• • • • • ••• • 25 35 45 55 65 75 85 25 35 45 55 65 75 85 PRODUCTREVISFD = TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES u complying with the FWri& NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER •AN�OR J AB• -CHARTS • • • • • AWE �!6-ot29.o8 �` 4023 =ro 5�( LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. Z•ANVfiA4 k :MKflOtIf•EIZDI " mni eue Prna ct �J (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 75 ��• �D � Air n .- 5, 4�8 a aG� drawing no. M95-13A MOMME "EAM,■■■ "■ ■" ■EM`ME , ■..\\ 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 130 120 110 100 aL a 90 I of 80 z co w 70 60 50 40 30 4 ANCHORS TYPE 'B' 4 ANCHORS TYPE 'BH' 130 120 110 100 N 90 I 0 p 80 J z cw2 70 0 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 130 120 110 100 rn 90 I 0 o 80 z In 70 w 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) GLAZING PRODUCT CLIP ANCHORS _. CUP ' ANCHORS (� m� II �I VERTICAL m n z MULLION = O F W 0 GLAZING �+ PRODUCT p O YJo i wNw 1� CLIP O G N n w2 �Wn apZM HORIZONTAL MULLIONO aop O {Load INSCRI ARCHES TO BBED INSIDE RECTANGULAR SHAPE �. '.A • CE Z � � LL I Z H GLAZING PRODUCT 3 ANCHOR ETaL /1 3 GLAZPRODUCTG GLAZING CUP PRODUCT PRODUCT ANCHORS J z M a w Q tumir O o = C n 0 n E O w I_ MILLION SPAN w c TYPICAL MULLION ARRANGEMENTS O 2N O e 3 M M WIDTH (W) wt + w2 a 0 n N Z 2 U O . n U�f� d ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 18Y WOOD BUCKS INTO CONCRETE 'B' ANCHORS APPLICABLE TO ANCHORS INTO CONCRETE 'BH' ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS 'BF' ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS 'C' ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES •• ••G • • • • . •• • •• • • • • ••• • •• ••• •• • • • •• PRODUCT REVISED . mnplyi%with the Florida -rNCWR IAAD•CHARir • Building Code n—Pt- �e W, tiun Dm •By J:AAHAS; A �i3LL1IS Ati� i adelradxt ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �.�'VGEN.4F''•. n o 7 q� '� •..ii� 2C48; T OF •�((�` �dr�wing�no.� \'o •° °P's.G�,�` M91 5-13AI 7/4" 0 ULTRACON 1/ ANGLE 2 X 2 X 1/8" 9 ALUM ANGLE / 14 S.MS. ~. 2/ ANGLE d. d n 1BY OR 2BY WOOD BUCK MULLION d 2x2x 1/8" ALUM ANGLE 2-5/8' LONG ' d I I I I I I I M- 1.500 MAX. 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL I MULLION- I 2 X 2 X I/8" ALUM ANGLE I I I � % 14 S.M.S. fir_ ___________ 2/ ANGLE I� 2" MIN. I II 11 NOTCH ANGLES TO 1 li MISS MARBLE SILL II II I II OR TRIM Q da ° ' d PRECAST CONC. \ 8 I SILL a 1/4' DIA ULTRACON I/ ANGLE °4 •�1/4* 0 ULTRACON 2/ ANGLE 2x2x1/e' ALUM ANGLE -� e / 14 S.M.S. 2/ ANGLE - L-MUWON 1BY OR 2BY -MULLION WOOD BUCK 2 X2 X 1/8" ' ALUM ANGLE 2-5/8' LONG I I U 1 O Z d I � I N O I Z 1 1 1500 ° MAX. d 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 "X2" TUBE MULL VOOD BUCK V. UM �>MBTCH .TO ACCONODATE ..CLIP. ANGLE TO MASONRY Z q O O� Z. 0 2x2x ALUM 1/8' ANGLE Z• Q 2 a n � O o 14 S.M.S. N `- 3/ ANGLE dcLTRACON 7,/, o j W r LL ^' .2/ ANGLE 8 i O > w ° oobg1 W L, O W j LL b MULLIONe ' ° ' f ` CONCRETE OR NASONRY BLOCKS Q m Q w m P IW- � _ 0 U C N n )N 2X 2X 1/8" ALUM ANGLE 3-5/8' LONG E iO ^ q n O w o w IY V N I 1 0 n 3 C Z J 3 Oo - I I N 1.500 MAX. o ci `o�oBaB 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULUONS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• PRODUCT REVISPO • • • • • • • • • • • —mP1°16 wN ��0. eeCocky ildeg • Date Dade PrcMuct Conlrpf' i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � L )�•' OF.fl o i \ - �_ S 2 3 2NPp: >'•. TA Of (VAdd drawing no. �''•... RIoP'.•'di� M95-13A %%% sheet 4 of 5 1 I MULLION I 1 I I I I I I I I I I I I Imo--------------] ULTRACON E NOTCH CUPS TO MISS MARBLE SILL OR TRIM I. d r-,CAST CONIC' 8 SILL y 1/4' DIA ULTRACON 1/ ANGLE ad awl/4' o ULTRACON MULLION CUPml- -----2GLE IIL_--__L______ MULLION 1BY OR 2BY MULLION WOOD BUCK .____ ___-_ram .. i I I I I I U I I I I Z II z I I N O I 1 I 1 < z .d . a SEE SHEET 1 FOR APPLICABLE MUWON CUP TO 1BY OR 2BY TUBE MULLIONS y0U T NOTCH WOOD BUCK ,TO ACCOMODATE LLTP.ANGLE TO MASONRY Z z O p W m L N O � � Cei m N IL _____a�'a______ p j W r ..1/4' • ULTRACON n FMULUON O-at-- zW .d .. L I " CONCRETE OR WSONRY BLOCKS Q w 0) i 0 N � I — N U I C n N E % L n O w v 0 o C I I M p O n �j J imrl I u UOmr AND FOR FABRICATION OPTIONS OF WILU"OUR6 • • • • • • • •• •• ••• • • •• • • • ••• • • • •• PRODUCT' REVISED . c—orm with dw FbAft •• ••• • • • ••• • RWdi.SCod- JB-0IZ9•a8 • • • • • • • • • • K IEOCC 1.10 tptioo Date�'�j • • • � • • •• • • • • • • • • 49 49 Dads Product ContrgY' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J.Aj6f' ATE OF�Ey� drawing no. AtoRlot.�C�`; M95-13A WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO(Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU iBY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'SH'- 1/4" DIA, ULTRACON BY 'ELCO' (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 'FLCO' (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'A: = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ACCESS HOLE 2 OR 4 ANCHORS TYPE 'C' METAL STRUCTURE SEE SHEETS 3 & 3.1 OR FOR CAPACITY TUBE MULLION ------------\7 ------------- ---------i!t-------------- THIS SCREW CAN BE_,- 1 I \ j14 X 3/4 FH SMS INSTALLED IN EITHER I I 1 PER CUP AT 1X2 3,1X3 MULLION DIRECTION q�7 �. I 2 PER CUP AT LARGER MULLIONS W I I I I I I I I _MULLION 1/8" THICK ALUM CHANNEL i i 1BY OR 20Y TUBES LENGTH TO FIT SNUG I I INTO MULLION I 1 I ANCHORS DETAIL #1 METAL TO METAL CONNECTION •• ••• • • • • • •• • •• • • • • ••• • of ••• •• • • • •f PRODUCT REVISED • • • f • • 000 ..a Oymg with dw Florida • � • i i i • • • • • -ffimildwg m�V 2 q O� Z N OOA0_O ^ n wok Oto'- v puiN Co'm o O (Log AA O 4tt E; O <v Q W j 1JL p LLI 0- Q wmi r 1ll� A lis 0 N3p70592 S OF '4j drawing no. 1D"_�G`� M95-13A M IAM 1•DADE I MIAMI-DADE COUNTY P14111,153 PRODUCT CONTROL SECTION DEEAX LLATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 ARD AND CODE AD TION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEP TCE(NOA) www.miamid ade.p_oWeconomy CGI Windows and Doors, Inc. 10100 NW 25`h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code A • • . This product is approved as described herein, and has been designed to comply'kith.ft Flor!d" COlding• •.... Cincludi the High Vel u ne one. " • DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. . APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series entinel .1'1Cl041um. ;9I� Wdw.." (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 0SP/IVI7, prepar& by Al-- • • • Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Mia"i•l,N ae Coxnr pxoducf • • • • Control Revision stamp with the Notice of Acceptance number and expiration Me+ by the Ai County Product Control Section. : ' ; 0 0 ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. ...... • • . •....• LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge, 01 R state' • •.• model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 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. \ NOLNo. 018.08 E piration Date: Se2, 2020 pprovaI Date: D1, 2017 rj Page 1 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, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report;t�q. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramelh C, -tatel, Ni..' .. • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per* BC TA$•2Q2 94 .' 2) Large Missile Impact Test per FBC, TAS 21: ' ` ' • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS.*ZW-94 :....: along with marked -up drawings and installation diagram of a seticc-1400 Y.V%ptoject, out window, to qualify DuPont "Butacite" PVB interlayer, Dutf2,tf and Super ..:..' Spacer(V insulating glass spacer, prepared by Certified Test LaUoralories, TtSt Report• • • • � • ...... No. CTLA-3056 WB, dated 03/03/15, signed and sealed by R:uneslj C. Pate1�P.E. '. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FJ3C TA-2 2-94 • 2) Large Missile Impact Test per FBC, TAS 200144: •.. • : • • • •; 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) Manuel P e E. Product Control x iner NOA No. 1-1018.08 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-5m 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 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 obi 12�1 1/16.- "". 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Che&cdl Vompq*igy.(MA) " for their "Saflex CP — Saflex and Saflex HP Composite Glastlafexlaye?S vAtl1 . PET Core" dated 06/19/14, expiring on 12/11/18. •'••••0 . 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Cheat catcomphty- IA): ...0 for their "Saflex Clear and Color Glass InterIayers" dated 0".9f j$, exp V4 on "; • • 05/21/16. • .... .... ...... F. STATEMENTS ' .... ...... 1. Statement letter of conformance, complying with FBC-51h Ed*iojjV014); and'o.f no . financial interest, dated 08/26/14, issued by Al-Farooq Corporafion,'signea Vd wales by Javad Ahmad, P.E. 0000 (Submitted underprevious 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.I. 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 FBC 61h Edition (2017), dated 09/29/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE • • • • 1. Miami -Dade Department of Regulatory and Economic Resources�"R) .. • • • • • . • E. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerf&,O]Luc. fcrtaiir ; •; "SentryGlas® (Clear and White) Glass Interlayers" dated 06723715, expirifg on • • • • • 07/04/18. • • • • • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray AmonoapInc. for their •0: • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlay;rs" dated O1/19/17, expiring on 07/08/19. • 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chennical•Com} ; ny (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, complying with FBC 5th 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. G. 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. Manuel re - P.E. Product Contr E miner NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 NTINS APPLE FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG 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 S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNT' 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 8UILDING,CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERA S 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 SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDTNONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INTINS APPUED) (SU EQUAL LEG FRAME FIN FRAME z O N q QFW Zemv O 10, 0$am v o� 0aoo8 �vm01 Q W 7 IL (e LL Z N Q �il omit � n I C n 3 m n 0 O L; m p w Of Z ;� c In VO o O 2N y � 3 N M cz�.. w L) _J N CENTER ANCHOR REQUIRED WHEN 8 0 SPACING EXCEEDS 20 9/16° `u N LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT o • • • • • • •90 SMALL MISSILE IMPACT o $ m o • • • • • � • • • • • • • • • • • • • • 11111111111/ICY �paq A114f 77ji owe of • • `�x\ �i _ 7 N .70592 • • • • • • • • • PRODUCF REvisw as comP1Y[^B wil$ [fie FiOf�f o ,t, • • • • • • • • • • • •• • • • •• • • • • • • • • • • ••• _ Hui WingG le — �� /� � E n Gs[t E D1O_ F Aaxy��u O lwiOng_On d1�ra •• • • • •• • ••t • YnftaJ/iyl fG• Jo. t•• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 0 0 EQUAL UTES VRIDOWS DESIGN WAD CAPACITY - PSF FLANGE DILLS. BUCK DIMS. GLASS TYPES 'A'e'Al' GLASS TYPES 'B'A'Bl' WIDTH HEIGHT MOTH HEIGHT 17(T.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/5' 26-1/2' 37' 49' 53-1 ' 2C 18-1/8' 25-1/2' 36' 46' 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 B5.0 75.0 75.0 Bolo 65.0 75.0 75.0 80.0 85.0 9-1 28-1/2' 7 49 53-1/8' B- 18-1/8' 25-1/2' 36' 48' 52-1/8' 37-}/8' 75. 80.0 85.0 75.0 75.0 Bolo 85.0 75.0 $0.0 85.0 S.0 75.0 80.0 B5.0 75.O 75.0 _ 80.0 85.0 19-1/8' 26-1/2' 37' 49' 53-1/8' 50-5/8' 18-1/8' 25-1/r 38' 48' 52-1/8' 49-5/8' 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 B6.0 19-1/8, 26-1/2' 37' 49' 53-1/B' 63' 18-1/8' 25-1/2' 36' 48' 52-1/8' 62' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 _ 75.0 75.0 BUZ 85.0 19-1/8' 26-1/2' 49' 53-1/5, B' 16-1/8' 15-1/2' 30' 48' 52-1/8' 75' 75.0 75.0 80.0 85.0 75.0 75.D 0 75.0 80.0 80.0 85.0 85.0 75.D 7 .0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2' 37' 48-1/2' 85' 18-1/8' 25-1/2' 36' 45-1/2' 84' 75.0 75.0 80.0 75.D 75.0 80.0 1..- 75.0 75.0 80.0 75.0 75,0 Bolo WIDTH ii s i EQUAL LITES 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 - PSF FLANGE DIMS. BUCK DIMS. MAX.TOP LTTE GLASS TYPES 'A'A'Al' GIA93 TYPES 'B'A'Bl' WIDTH I HEIGHT WIDTH HEIGHT 'A' DIM. E:XT.(+) INT.(-) EET.(+) INT.(-) 53-1/8' 76' 52-1/8' 75' 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 28-1/2' 31' 33' 37' 43' &5' 25-1/2' 30' 32' 38' 42' 84' 70-5/8' 75.0 75.0 Bob 85.0 63-5/8' 75.0 75.0 80.0 95.0 60' 75.0 75.0 50.0 85.0 53-1/2' 75.0 75.0 90.0 85.0 45-1/4' 75.0 75.0 1 00.0 85.0 UNEQUAL LITES (ORIEL TYPE) Yt' TYP. BUCK DIMS )i` TYP. FLANGE FRAME FLANGE DIMS r BUCK DIMS EQUAL LEG FRAME 0� q pW CO8I`g N N n O eA 0 a. a Q W =O 6 LLKO �� R BUCK DIMS c m HoM • • •• • • • • 11aI.RAM • • • • • • • • • • • • _ ``7111111111'l 111777 BUCK DIMS �' 13/'BI•I`SF ' I f • • • • • • • • • • ORODUCT RFVISP13 o • • • • • • .plying with the FhWW. = v 8 • • • • • • • • • :fuilding Code • Acaa tWiaa hb.i B. �� • •� Gt AbAPJOft FRA�AE tixpialionDam �QZp '. 7A7EOF 6rj� drawing no. • • • FIAN•E DIMS • • ortloR 'cya��` W10-03 „�/]iFA111n �Oe �i. 1� •••• ice. .� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANN. GLASS 1/8" HEAT STREN'0 GLASS .075" Interloyer .075" Intedayer Saflex CP With PEr Saflex CP With PET Core By 'Eastman Chemical C .' By 'Eastman Chemical Co.' OR R 090" Interloyer 090" Intedayer Saflex Clear Md Color Glass Saflex Clear And Color Glass 8y 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interloyer .090" Interloyer SentryGlas SentryGlas Kuraray America, Inc.' By 'Kuraray America, Inc.' OR 090" Interloyer .090" Inlerloyer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' 1/8" ANN. GLASS �++ 1/8" HEAT STREN'D GLASS SILICONE m M1 - GE 1200 M1 GE 1200 It DOW CORNING 899 u -!i DOW CORNING 899 DOW CORNING 995 DOW CORNING 995 Y. O W E8 W EB ' AT 1/4 POINTS ON U ES [y.5 AT 1/4 POINTS ON L.1TES M4 WIDER THAN 36" W M4 WIDER THAN 38" GLASS TYPE W 5/16" OVERALL GLASS 5/16" OVERALL LAM. GLASS (L.M.I & S.M.I.) 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" Interloyer .075" Interloyer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co: OR OR .090" Interloyer .090" Interloyer Soflex Clear And Color Glass Soflex Clear And Color Gloss By 'Eastman Chemical Go.' By 'Eastman Chemical Co: OR OR 1/4" AIR SPACE .090" Interloyer 1/4" AIR SPACE 090" Interlayer SentryGlas SentryGlas 1/8" ANN. GLASS By 'Kuraray America, Inc.' OR By 'Kuromy America, Inc.' OR .090" Interloyer 1/8" HEAT STREN'D GLASS .090" Interloyer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREN'0 GLASS m SILICONE m SIUCONE M7 GE 1200 DOW CORNING 899 vi '� M1 GE 1200 DOW CORNING 899 DOW CORNING 995 \ �_ DOW CORNING 995 PRODUCT REVLSEU II I i a> —plying wIththe Fkdb Ij XL EDGE SPACER - • XL•EDGE•!tPACER Building Code Ij ST. STEEL BY 'CARDINAL' SI S1tEL BY 'CARDINAL' AccePranee M, 0 0 OR DURASEAL BY 'QUANEX' • • • • • 0l • • QRASE4 Y 'OUANEX' E:.Piration DWc W E9 SUPER SPACER BY 'QUANIX' JD • • W • • � • • • SERPEFt PACER BY 'QUANIX' i,+i i ode Product F M4 AT 1/4 POINTS ALL SIZES 144 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' • • • •: • GLASI TYA:'9111' • 0.70" OVERALL INSUL LAM. GLASS (L.M.I ONLY) • • .0. • • 00J0" OVE:U WS✓i SUL.•LAM. GL • • • (S.M.I.) • • • • • •• • • • • • • • • • • • • • • • • • • • • • IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' do '81' MUST BE TEMPERED. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �V I 0 Z % 2 -z z H a 2 i H j -0 0 IL 'X c t 0 t R 00 Da0Q8 0-ayo Q z�� ILzV)_0 SE P a 5 AH r o t . I � r ,7 1 8 TE OF drawing drowingo no. �:•:ol.- f W10-03 TYPICAL ANCHORS SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME V.V — 18Y_ FOR SPACING METAL /1� o WOOD BUCK STRUCTURE . .. STRUCTURE o �EDGE,.DIST. TYPICAL ANCHORS 22 _______ _ Z q r 4 .. a" d. SEE ELEV. 5 Fr___ _______________1� Q g N FOR SPACING o j l MMI;DADE C= APPROVED 1 j o MULLION 8 MULLION ANCHORS 1 f ? n EDGE DIST. DIST. \ rn i SEE SEPARATE NOA ONN �' m U EDGE DIST. ; d A 1 L-----_ -----------,i m Gol 0 l7 LL M2 • N Q OQ TYPICAL ANCHORS TYPICAL ANCHORS 00 lab N y S5 SEE ELEV. SEE ELEV. 2 'Z p (. FOR SPACING FOR SPACING yl D Q I i Wz ul 6 M9 'J 0 2 3/a' MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q w � I d -- y IL GLAZING SYSTEM 0 ii AND TRANSFER THEM TO THE BULL STRUCTURE. I � TYPICAL ANCHORS: SEE ELEV. FOR sPACI e ! SWEEP LOCK 2 3/8. MIN. 4" DIA, TAPCON BY 'ffW' j 1 OPTIONAL TO (Fu-125 KSI, Fy-100 E8 EGRESS LOCK 1/4" DA . ULTRACON BY 'ELCO' (Fw177 KSI, Fy-155 K AT SILL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o 0 N 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAM S) = o B THRU 1BY BUCKS INTO CONC. OR BLOCKS pp w P; \ `. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAM ) O E4 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) H WHEN USED THE MIN. WOOD BUCK o p = N o (� DEPTH SHALL BE 276". THE USE OF RECTLY INTO CONCRETE OR BLOCKS rn N ^ e ('1 ! DEEPER OR BEVELED WOODBUCKS IS 1- MIN. EMBED INTO CONCRET (HEAD/ /JAMBS) 3 M I ?�S PERMITTED. 1-1/4" ED INTO BLOC (J z v 3 $ W i!i �, (GRADE 2 CRS) V1 3 0 0 ! INTO MI NTY APPROVED MULLIONS :2o W U p¢ J OR = INTO METAL STRUCTURES (HEAD/SILL/JAMBS) N U (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE !I! ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) t o !I ! 1 STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) C n a(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o g R 53 0 .- N TYPICAL EDGE DISTANCE a S4 1 INTO CONCRETE AND MASONRY = 2" MIN. 3 23 INTO WOOD STRUCTURE = 1" MIN. 1 INTO METAL STRUCTURE = 3/4" MIN. Efi 111-1 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. oCONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. o 3 C- D.ildmL, • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. o m 2 , • • • • • PROOUL'f R.1th dw antpL-r IXEBharo FkaWa `\\\\\I I I I II/T7j7T 1 8 ;yn�p da .,«eP�,� N�ENgF'•• r _ y ration Date % o Z r • q • E •';� " I • n,. ;i,• j� 64, rPCuu Conar t^� : iT I o 8 EDGE DIS .�' v.: v \ N� • •e ¢..• •, • CAL ANCHORS IV. y is� �.•, i W } S!f ELEV. TATE OF (yam drowmg v. I TYPICAL ANCHORS • .I Fit SPACING SEE ELEV. X FOR SPACING � W 10CK —0 W000 BU sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n TYPICA R WOOD VT A" TGE & FLANGE ADAPTOR I'RAME NCHORS NG UCKS NCHORS ING MIAMI-DADE COUNTY APPROVED MULLION @ MULLION ANCHORS 1/2" TYP. O SEE SEPARATE NOA �{ �- BUCK WIDTH BUCK WIDTH • • 1 E3 • • • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • •• •• • FLANGE ADAPTOR FRAME �I.V U 0 O ZIF- g� i k l�I�I�DDDVVV d 3 O � M U W H a M paoo.l Z� o t 0 S g r azm� INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND $ 0 3 S FLANGE ADAPTOR FRAMES. PRODUCT REVISED as cnm(Aymg with the Fbetlf c 0 13Ui1C,�I1 Cate t1\11111 (( Acclrlencc h10 nIoY! VJ3 E.�pimtiun Dale loin `�� JC^°'..!�?'0/Q.y�/�i� •- o 9��.mi :ute RoAuc1. Z No. 70592 r . .. i_ / cr0 8 a drawing —no ��•••. ATE OF toR1oP..• Ga�: S W10-03 �N ®IA.I%\\\ \\` sheet 5 of 9 O rL o o 9 EOGE DI L IBr WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL s 't,--TYP.ICAL ANCHORS \ SEE ELEV. FOR SPACING U m g TYPICAL ANCHORS EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. �( �2 3/�(� 2 3/8* MIN. • • \ • WHEN USED THE MIN. WOOD ByfjK • DEPTH SHALL BE 2%' THE l"E OF • DEEPER OR BEVELED WOODBQCJ IS PERMITTED. • • • • • EQUAL LEG FRAME it _______________ __i' II MIAMI—DADE COUNTY APPROVED II EDGE 4� MULLION h MULLION ANCHORS SEE SEPARATE NOA it \ I I EDGE DISi. � I __ _ __ LL_______— 1 -J TYPICAL ANCHORS a TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING MIAMI—DADE COUNTY Acoanvcn . u r etu w. — • • • • • • • • r • 71� • I'RODUCC liGV19ED 1+' • complying with OA Fkrbh • • • • • • • • • • • • • •Omkling Code ipcepmncn No 1-1018.08 • • • • • • • • •EXPiEntinn rhlc yIKli—i a& Product ••• • • • • ••• • • • ••••• • • • • • • Z 0 h Q CL 0 tA� 043 Oaoa aW N Jam Q W021S0 N IIIV a C �n TYPICAL ANCHORS \ C m o $ _ SEE ELEV. $ $ g $ FOR SPACING o' c m 111\I 111111//�� C NO __ o gTATEOF :.(vim drowingv no. ..a��%.� ILLUSTRATM EXT. OR IN1 NOT BY CGI HOUSE WRAP NOT BY CGI C Pi "a w yF r1 W HOUSE WRAP NOT BY CGI FOR SPACING STRUCT-- , i. .— Y CGI E TYPICAL ANCHORS: SEE ELEV. FOR SPACING k8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD •• ••• •• • • • •• •• ••• • ••• • • •. • • • . . . . . • . • • • . . . • • • • • •• • . • • . • . . • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIN FRAME u complying with mo Fkdb •i�;aaing code ..crzptauce Noi�i�7i�w�'� c.�:µiratian Date +i:rtn! de Pro ucF. Contixsll �v Z O b FQ-g Z oILo`� q A�0L V � w N r G ri O It o Paco Opt& amz3 LL Z N bV Q�tmi � VGENSF � « r No. 2 _ ATE OF :.e�� drawing no. ITEM PART / QUANTITY DESCRIPTION �V O o_ T. ; b n E L a S OWN`" {ay1 QA; O C V O N ~ OEoo a It �O/ fi Z� N Qw��i6 LL Z N J f7 t0 � J Qwmf �° O N N I n C o N M vX = N O r 4 s � o C O�No n �n m N M 3 M I z 'o 3 N C Z 3a N O : W_ N Q O 0 8 �I 8 o U 15 •• ••• • • • • • •• y � S o83g • •• • • • • • • • • ••• • i'ROIIUCT I2EYLSBLY 17111111/// • • • • • • • • • • • • • • AS cnmplyuv with dw • • • • • • • i"suildmg C.Ae- i�i D ° Accept—Na:� IJP.•' OEN,gF e E.piwx'. Tate i B;. .70592 - • • • • • • • • • • • • fr718n11 d[42 PFOdPIfF C •• = • • • I • • • • • • • • �� F • • • • • • • • • • • • • .•. • •. UTEOF (y�� '''�////CIO/ drowing no� • ••ORLDh.•'G®` W10-03 fV/!L ��` sheet 8 of 9 MATERIAL MAN]+,/SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 60fi3-T6 - E2 Oq-101 1 FRAME SILL 8063-T6 - E3 CGI-102 2 FRAME JAMB 8083-T6 - E4 CCI-103 1 MEETING RAIL 6083-TB - ES CGI-104 1 LOCK RAIL fi063-T6 - E8 CGI-105 1 HANDLE RAIL 6063-T6 - E7 CGI-106 2 SASH RAIL 6063-T6 - EB CGI-707 AS READ. 5/i6" GLAZING BEAD 6063-T5 - E9 CGI-108 AS REQO. 0.700' GLAZING BEAD 6063-TS - E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E71 CGI-110 AS REOD. NAIL FIN ADAPTOR 8063-T5 - E12 CGI-135 1 FLANGE FRAME HEAD 6063-TB - E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - - 1 FLANGE FRAME SILL 6063-T6 - OPTIONAL SCREEN FRAME 6063-T5 - VM4- AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. AS REOD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC 2/ LfIE SETTING BLOCKS EPDM DUROMETER 8035SHORE A 2/ WOW. SPIRAL BALANCE - BSI OR EQUN. M10 - 2/ WOW. BLOCK/TACKLE BALANCE - BSI OR ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 2.505 -2.505L� � c5 1.745 811 .745 .811 1.245 .745 065 1.550 1.680 I Q }�, F f i 3 73d a N a lYP. oso I / I a S •• o 1.015 E12 FLANGE FRAME HEAD Et FLUSH FRAME HEAD 0 NAIL FIN ADAPTER G�` Q G,Nfa g It Q: O Q W. y LL a - 1.583 1.583 065 .745 1.007 r .065 TYP. TYP. 065 TYP. 2.113 Q _ 4m C% 3.875 1.429 3.175 1 az9 3.175 1.368 1.015 VENT TOP CORNER a w A f O J� 1.000 .500 E4 MEETING 1.220 RAIL FRAME TOP CORNER � v o n r c 0 . w 1J Ij LL .500 -�I 2505-�1 OO FLUSH FRAME SILL 2.505 Eta FLANGE FRAME SILL F 1.2205 1.043 1.768 F11'5 .500 1.301 F1.301 S2 .065 .065 Typ, EdpTYP. z 3 N h I -0 2.440 2.440 O LOCK RAIL N C Z C o o 1.015 1.015 FRAME BOTTOM CORNER VENT BOTTOM CORNER w L ti U 2,195- -� .745 2.846 .745 2.346 O Eta E3 B FLANGE FRAME JAMB FLUSH FRAME JAMB 692 II"III .065 o .490 .70T5 .050 TyP. J .120-•I .705 .050 TYP. 1.043 L�vLJ iYP. j I 52 • $ Y 1.015 y o a = P .864E6 j I • • • • • • • • HAND RAIL • •••••4 •>ROntJCIREVISED • • v c m o 0 1.395 .745 O 5/16" GLAZING BEAD E9 .700" GLAZING BEAD • • • • • • •• • • • • •.• • ,.+s co:nPlying with the FWW 1111111111 Lluildirg Code • • • • • . • 1.450 -IeeLssy3 .1eo Pnian Ue Pod- N 70592 ••. a • = T •• S L .050 .060 L1.413 1.0101 050.- 5• • • • • ••. �5T • • • • • • ,. �® 3 TE OF :f/�� drawing no. uJ FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL ,� Eta FLANGE ADAPTOR ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI—DADS 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 (786) 315-2599 cc (NOA) www.miamidade.eov/economy C,9Mindows & Doors, Inc. \ 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is e 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%-A# AHJ ...... may immediately revoke, modify, or suspend the use of such product or material'v4fhi$ their jurisdiction. • • RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade40o118ty Producwontrol...:. Section that this product or material fails to meet the requirements of the applicabl'bdidWig code. • 0 . This product is approved as described herein and has been designed to comply VIM %e Flo ' B ildin • 0 0 • P PP � � P Y G� u t' Code, including the High Velocity Hurricane Zone. •"' • •; • • • ...... .... DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Windows,-'1*X.I. ' • • • • • • • • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 12V:Tlvm. Hori2. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 01/29/10 with:wWj 9n "11" • • • • • dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad r1�hn�ad, P. l , baring th$....; Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number 16ex19iration ...6 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 MIAMI DARE COUiVTY Erpriartoivol ' Date: September 22, 2020 } A 2r ii� Date: November 02, 2017 Page 1 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 11 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 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, T.AX�N-94 3) Water Resistance Test, per FBC, TAS 202 —�,4 • : .. • • 4) Large Missile Impact Test, per FBC, TAS 20 t�94 • • • • • ....:. 5) Cyclic Wind Pressure Loading, per FBC, T•AS 7C3-94 : • • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 2192 9� ; • • • 0.0.. along with marked -up drawings and installation diagram o-f• a. dries Scwiel 12P.: • • • aluminum horizontal sliding window, prepared by Certified•''est•�..aboratofi�es, TesU.... Report No. CTLA-3062W, dated 07/07/15, signed and sealed•by:Ramesh•C. Patel, •; • ...... P.E. ...... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading par FBC TQS a2-94 ; • • • • 2) Large Missile Impact Test, per FBC, TAS 201-94 0•:.00 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 ct Control 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 (CONTINUED) 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 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20244 •. '. a e. • o 6 s e o 4) Small Missile Impact Test, per FBC, TAS 2Q }-94 . • o 6 • o • 5) Cyclic Wind Pressure Loading, per FBC, 11ASM-94 • • • • • • • : • 6) Forced Entry Test, FBC 2411 3.2.1, TAS A%��* ' :Goes: along with marked -up drawings and installation diagram oat.a'seriei 6`�• ntinel" e e e s ` aluminum horizontal sliding window, prepared by Hiuricane•i'es#•Laborataq, LL(,o;e. Test Report No. HTL-0080-0102-10, dated 06/04/10, signed 'arid sealed •by •Tinu 3 • • • .. Abraham, P. E. • go (Submitted under NOA No. 10-0510.12) ; ..... C. CALCULATIONS o 1. Anchor verification calculations and structural analysis, complying with FBC 5th 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. ge 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. STATEMENTS 1. Statement letter of conformance, of complying with FBC Sth Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by R;rnesl C. Pzt1;;ej: f 9 E. (Submitted under previous NOA No. 15-0512.05) ' • • •" 5. Testing Proposal issued by the Product Control Section, dated' 127?6/14,•sPg6hed by • • •, Jaime Gascon, P. E., Section Supervisor. • • • • (Submitted under previous NOA No. 15-0512.05) • • • • • • 6. Laboratory compliance letters for Test Report No. HT1-0080;9102-10,Wyed by ':'.. Hurricane Test Laboratory,LLC dated 06/04/10 signed and 'Sealed t5b.VTnu J • • • : • Abraham, P. E. • (Submitted under NOA No. 10-0510.12) • • • .:. • • • • :. . • . G. 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. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 AIum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G� orge M. Plasencia, P. E. Pr nct 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 America, Inc. for their "Trosifol® UltracIear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 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 Compa%X j A) for their "Saflex Clear and Color Glass Interlayers" dated 09/07r17,•expiriag on OS/21/21. F. STATEMENTS 1. Statement letter of conformance (2017), dated 08/30/17, issued by Ahmad, P. E. to IBC 5tn Edition (2014)'Md•FBC 6:;Adition* •. Al-Farooq Corporation, signed. AiId sealed•by �avac :,,, • G. OTHERS • • • • ..... ; 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. • or M. Plasencia, P. E. Pr9duct 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. x MAX. HEAD/SILL A 5 0 5 TYP. MTG. STILE . -- E it II F II I I F it 8 g 11 g it M 2 n 11 I II 5 5 FALSE MUNTINS (SURFACE I 32 7/8" 32 7/B" AODL. ANCHOR REQO. AT CENTER OF ALL PANELS OAPPU� D.L. OPG. FIXED OR OPERABLE O.L On. ABOVE 30' PANEL WIDTHS 36 3/8' AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110' BUCK WIDTH 5 1/2- 13 5/16- MAX. HEAD/SILL 5' IAAX. •TYP_ STILE MAX. MEAD/SILL ii II II F II F II II g II 8 X _ � iV III u V n -----JL----- II "--=-1r-=== II II • • �I II • • B2 1 II • •• 6 • • E8 BUCK WIDTH 5 1 /2' MAX. 5' MAX. HEAD/SILL TYP. 7 N E1 ii O F II II II F n 6 7 u g z PL _ I n O II I I It II ;I II 1B1A 7 � 1 FALSE MUNTINS (SURFACE APPLIED) I 32 7/8' I ADD ANCHOR READ. 32 7/B' AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. FIXED OR OPERABLE DD.L.OPG. WIDTHS ABOVEE 3/g 36 ' 3/8 LANEL EQUAL LEG FRAME SERIFS SENTINEL 120 y ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �o CHARTS SHOWN ON SHEETS 2 & 3. U 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 (67H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE _ • AICHC#S S BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS ... '� • A14D IhWTAAII,.EID PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE •�� • MArERpL MALL BE BEYOND WALL DRESSING OR STUCCO. f A:AA� DURWION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • AfL SMIMS•TQ %E HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 1 -' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FALSE MUN INS • • REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. (SURFACE APPLIED) OPTIONAL 32 7/8' D.L OPC, T2 7/8' D.L.OPG. • • • • • •• • 000 THIS P DUCT AAPpPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • • LIFE SAFETY OF THIS PRODUCT, ADEQUACY • • • • • FOFi S CIFIC PROJECT, I.e. • • OF $jRU REEEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR 36 3/8- 1 •••••• RWN IIEVED VENT WIDTH FIN FRAME • pryQQh)I yyS5ILT91 NµTHS DRAWING ARE TO BE ANALYZED SEPARATELY, OFFICIAL. f AND I'BE BY BUILDING • • • • • ••• • • • • • •• ••• •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da 09/22/2020 By MIamWW Product contra LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT �-`LL71111111//// AH,� i0 OFF I drawing no.1 W10-181 TYPICAL ELEVATION FLANGE WIDTH 6' MAX. 5. HEAD/SILL NP STILE 5 5 _MTG. E II F II II jj jl �F1 I I ___--31=_ ,r 10-1. 6 � 0 Ir II .I '„1 S II II <V� � II 11 11 II II II -- B II II D II II 1 5 5 II II FALSE MUNTINS ADOL ANCHOR REGE (SURFACE APPLIED) 24 1/2" 49 5/8' AT CENTER OF ALL OPTIONAL D.L OPC. FIXED OR OPERABLE O.L. OPG. ABOVE 30' PANEL W 28" AT HFAD/SILL FLANGE & FLANGE ADAPTOR FRAME 5 1/2- MAX. m'a HEAD/SILL az Al II II II Et ii F 6 II 8 ii l II / II ;0 .I • = 2 ..1 � II II h y�j o ffflll II II II II II II II Xx< N II II ^3� B1 II 11 3 5 II II / FALSE MUNi1N5 ANELS (SURFACE APPLIED) 24 1/2' 49 5/8' OPTIONAL D.L OM D.L OPG. OTHS 110" BUCK WIDTH 5 1/2" 13 5/16" MAX. 5" MAX. MAX. N HEAD/SILL Typ HEAD/SILL °1 A2 MTG. STILEp N U E2 8 w \ Z n p t0 11 II II F II II II II II 11 F I I H '% II II II II II II II II II - II II B2 II II II 11 II II 19 8 II II FALSE MUNTINSJ (SURFACE APPLIED) 24 1/2' 49 5/8" OPTIONAL D.L. OPG. D.L OPG. 28' VENT WIDTH FIN FRAME ••• ••• • • • • • •• • • • • • • • • • • • • • •• • i • ••• ••• • ••• • • • • ••• • EQUAL LEG FRAME III 4.V �Y o o 5" MAX. TYP. STILE m w !'z Z w 2 ; m .- M 0 GyM1 i �OiT4t4 O- / 0Kop 0 ybF ir C Z 7 il.zy�� _= 1 Q W a� N / j• C i ADDL. ANCHOR RE00. AT CENTER OF ALL PANELS tFIXFD OR OPERABLE N 'a ABOVE 70" PANEL WIDTHS AT HEAD/SILL 00 W � !n C jEr, o 0 n 30_8 oI U PRODUCT REVISED 70592 k as eomplying with the Florid.= - Building Code NOA�Io. 17-0918.09 — o Ezpimtlon Date 9/22/2020 drawing no. Mlam a roductcontrol 'r�/As�o�f`�1�V�� sheet lof 11 ' DESIGN LOAD CAPACITY - FEY (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'AVAV, 'B'k'BI' GLASS TYPES WIDTH HEIGHT MOTH HEIGHT DTT.(+) I INT.(-) EXT.(+) INQ-) 26-1/2' 37' 53-1/8` 74' 26' 25-1/2' 36" 52-1/8" 73' 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 65A 65.0 80.0 90.0 26-1/2" 53-I/8" 74" -3/8, 25-1/2" 36' 52-1/8' 73" 37-3/8' 65.0 S.0 65.0 5. 80.0 80.0 90.0 90.0 65.0 65.0 80.0 1 90.0 65.0 65.0 80.0 90.0 26-1/2" 5}-1 74' 25-1/2" 36" 52-1/8" 73" 49-5/8` 65.0 65.0 80.0 90.0 65. 5.0 80.0 90'0 65. 6 .0 80.0 90.0 65.0 85.0 80.0 90.0 �21-1/2' 37' 53-1 8' 4' 87, 25-1/2' 36" 52-1/8" 73' 62' 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 01 60.0 90.0 (112W) II (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW 'XO OR OX' / DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. ATTG. RAH. H.D. MTG. RAIL H.D. MTG. RAIL Gws TYPES 'A'k'kl', 'B'k'BL' GLASS TYPES 'B' k 'BI' GLASS TYPES 'c, k 'cI. WIDTH HEIGHT WIDTH HEIGHT C(T.(+) INT.(-) EXT.(+) INT.(-) EXR.(+) INT.(-) 55-3/4' 8-15/16 83-1/2" 26' 54-3/4` 7-15/16 82-1/2' 25" 55.0 65.0 80.0 90.0 65.0 65.0 B5.0 65.0 80.0 90.0 65.0 65.0 05.0 65.0 80.0 90.0 85.0 65.0 55-3/4` 8-15/16 83-1/2' 38-3/8` 54-3/4' 77-15/16 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 85.0 85.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2" 50-5/8' 54-3/4" 7 7-15/16 62-1/2` 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 - 8-15/18 83-1/2` ® 54-3/4' 7-15/16 82-1/2" 62" - G5. 80.090. 65.0 65.0 - - - 65.0 65.0 - - - - 65.0 65.0 1� �I (2/3W) OPERATING VENTS'TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' i PRODUCT REVISED as complil with the Florida V Building ode NOA-No. 17-0918.09 Z n Expiration Data 09/22/2020 0 n '� B Y Q 2 it O hllam -Da ro uct Control a' D t LL 0�iy� Hj Cameo°o C y� ru Q: �Z� IQA. Z o .01. Q WONiF Yi' TYP. BUCK DIMS IS" TYP. BUCK DIMS SUCH DIMS T; N 4 1. a, 4 � FLANGE FRAMEEQUAL LPG FRAME FLANGE ADAPTOR FRAME N FLANGE DIMS I �_ FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME s ••• ••• • • • • • •• ucSSS'S • • • • • • • • • • \\11111111 ///7� •A,o ES • • • • . � J� �� a 1 NOTE: • • _!, I - It GLASS tAPACITIEIC ON The JHEtY�E • • E4 JE4�-BASED �i�14STAA•El300-409 (3 SEGUST$).��drawing no. AND FWR A 8'y*ILDING MMISMON • • • • %C' ' • O1t1DP' � {N 0- $ SST . MTG RAIL:N.D. MTG, RAIL. DECLARATORY Sy\TEMENI QCA09 FDIC-219� • • • �7i�� {��t \\\` • • II11111111\\ sh©et 2 of 1 1 ••• • • • • ••• • • • • • •• • •• • • • • • • • • ••• • • • •• •• • ••• • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. BAD. H.D. MTG. RAH, CLASS TYPE 'A'A'e,', 'B,&,Bll GLASS TYPES 'B' A 'Bl' WIDTH HEIGHT WIDTH 2FICHT EXT.(+) 1NT.(-) EXT.(+) INT,(-) 74' 106-1/4'. 111" 26" I 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" 105-1/4" 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" 106-1/4" 111" 50-5/8' 73" 105-1/4" 110" 49-5/8" 65.0 85.0 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' 63" 73" 105-1/4" 110' 62' 65.0 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 (I/3w) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. M. MTG, RAM H.D. MTG. RAIL H.D. MTG. RAM GLASS TYPES 11'XA1', 'B'A'BI' GLASS TYPXS V A 'HI' GLASS TYPES 'C' Q 'C1' MOTH HEIGHT WIDTH HE30HT EXT.(+) INT.(-) EXT.(+) INT.(-) -.(r) INT.(-) 74' 106-1/4' 111" 26" 73" 105-1/4" 110' 25" 85.0 65.0 80.0 90.0 65.0 65.0 65.0 85.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90,0 65.0 65.0 74' 106-1/4" Ill' 38-3/8' 73' 105-1/4" 1 110" 37-3/8" 65.0 85.0 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 74" 106-1/4" 111' 50-5/8' 73" 105-1/4" 110" 49-5/8" 85.0 55.0 80.0 90.0 65.0 85.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74" 106-1/4' ill" 63' 73' 105-1/4" 110"1 62' 65.0 65.0 80.0 90.0 65.0 65.0 - - - 65.0 65.0 - - - - 1 65.0 65.0 017) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUCT REVISED as complying with th• Florida Building God, Non -No. 17-0918.09 Expiration Dot•09122/2020 BY i MiamA-D�roduct Control J4" 7YP. BUCK DIMS X' TYP- BUCK DIMS BUCK DIMS FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME RANGE DIMS _ I FLANGE DIMS _ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME •go... = N . 70592 NOTE: • • • }f • GLASS 6CAPACIT p DN TFJS• �HLtt 41RE • • Ei E4 BASEDO-M ASTM El300-•O9a(3 $fie. GUS1S) • • • � '•�/: AND FtORR)AI�DIIlG lOMMISGI N • • • • oA,.•,��: STD. MTG. RAIL: H.D. MTG, RAIL: DECLARAjCT(iy ��EMENtDN.OS DEC-21a•• it, IA�'t��t"��`\` •Illk �• •� ••g •�• •�• ••••i U d C n n � 0 �I 00� �I p w C O M N o N 0 4 u 0NIn I n off.. drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'11', 'B'k'R 1' GIASS TYPES 'E' k 'Bt' MOTH HEJGHr DR.(+) INT.(-) EXL(+) IN7.(-) 25-1/2' 38' 52-1/8- 73' 25" 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 65.0 80.0 80.0 25-1/2' 36' 52-1/8' 73" 37-3/B" 65.0 65.0 80.D 80.0 65.0 65.0 80.0 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 65M 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36' 52-1/8' 73' 62' 65.0 65.0 Sao 80.0 65,0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 60.2 60.2 1 80.0 1 80.0 (1/2W) (1/2w) c OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' Bucx DIMS FIN FRAME DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) HUCH DIMS. STD. MTG. RAIL N.D. MTG. RAM H.D. M4G. RAIL GLASS TYPES 'L.&,"" 'B'Y81' GLASS TYPES 'B' k TV GLASS TYPES .1, k 'CC WIDTH HEIGHT EXT.(+) I INT.(-) EOCT.(+) INr.(-) EXT.(+) INT.(-) 54-3/4" -15/16 82-1/2' 25" 65.0 65.0 BOA 80.0 65.0 65.0 65.0 85.0 80.0 80.0 0.0 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 65.0 65.0 54-3/4' 82-1/2'- 7-15/16L62' 85.0 85.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - 65.0 66.0 :n4-3/4'65.0 65.0 80.0 80.0 65.015/16 (113w) (2/32) � C OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' PRODUCT REVISED as eomPly�ng with the Florida Building Code NOA-No. 17.0918.09 Z Expiration Dot• 09/22/2020 Q By Qf L IL S G MIamF-0ad roduct Control Q a 1WjsY � � L6+ V OEM O Z to 0aoo Q °B R ¢ f N Q WW n J fZZME Q W 2 F FIN FRAME ° a = a�a • • • • • • : • • • • • • • C u • • • • • • • • • • • \1AA1111� 1/L7j7 00 00 000 .00 • No.70592 '� R NOT&• c ••• _ $ GLASS CAPACITIES Qey-IIS•31-IfET ARE. =� ' �� o E4 E4 BAE ON STM E1.60C�09 (� SEC. GU�rS� •• of,��\ drawing no. AND �LORI B1�ILFMJG•CONMISSI4N • • • • ADP.•,��: W 1 Q- g STD. MTG. RAIL: H.D. MTG. RAIL: DEClARATO STATMiRr DCA(15-DEC•1V • • • /7/L11I1LA11�� sheet 3 of 11 • •• •• • • • • • • • ••• • • •• •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL, I H.D. MTG. RAIL GLASS TYPES 'A'k'AI', 'B'k'BI' CLASS TYPES 'B' k 'BI' WIDTH HEGHT E70.(+) I INT.(-) EXT.(+) INT.(-) 73' 105-1/4, 110' 25' 65.0 85.0 80.0 90.0 65.0 65.0 80.0 50.0 65.0 65.0 80.0 solo 73' 105-1/4- 110' 37-3/8' 65.0 65.0 80.0 80.0 65'0 65A 80.0 80.0 65.0 65.0 80.0 B0.0 73- 1D5-1/4' 110' 49-5/8' 65.0 65.0 1 80.0 solo 65.0 85.0 solo solo 65.0 65.0 80.0 solo 73' 105-1/4' 110' 62' 65A 15.0 80.0 80.0 61.6 61.6 80.0 B0.0 60.0 60.0 solo B0.0 (1/3W) (1/3W) (i/3W) i3 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' E5 E4 rST2D, MTG RAIL: DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG, RAIL H.D. ii'TG. BAH. H.D. MTG. RAIL, GLASS TYPES 'A'k'AI', 'B'k'BI' GLASS TYPE 'B' k 'BI' GL185 TYPES 'C' k 'cj, WIDTH HEIGHT (DR.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110' 25' 65.0 55.0 80.0 80.0 65.0 05.0 65.0 B5.0 80.0 60.0 65.0 85.0 65.0 65.0 50.0 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 55.0 80.0 80.0 65.0 65.0 73' 105-1/4' 110- 49-5/8' 1 65.0 65.0 B0,0 30.0 65.0 65.0 - - -L - 65.0 55.0 - 65.0 65.0 73' 105-1/4' 110' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 - - - - 65.0 55.0 BUCK DIMS FIN FRAME 1 E4 H.D. MTG, RAIL: 11 1(1/4W) (I/2W) (I/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE GLA6S tAf1A:I1ES ON THIS i iEFf ARE • BASER ON ABTM E1 0 b9 ( •SEC. OUST16) • • • AN FLORIDA BUIkDI 3 :OVASION• • • • DE TOR: STATEMENT 0QNO%-D C -.21 9. • • • 0% • • PRODUCT REVISED as eomplyln9 with the Florida Building Code Non -No. 17-0918.09 Z q m Expiration Data 09/22(2020 2 i h � By F W Z E O 0 oN c Mlam ad roduet on of B WNy D C oGy^ V p f e S t�ii o 0 A. Q W U LL W 0 A JZvZHd Q W W f F FIN FRAME ypJ•'ucerlsF'•:® No.70592 -, . CF '•rye drawing a no. s�Ss.� W 10-18 rt/8' ANN. 075" Interlayer Saflex CP With P are By 'Eastman Chem(ca Co. OR 090' Interlayer Saflex Gear And Color Glo By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kumroy America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' F/B' ANN. GLASS SIUCONE GE 1200 -oow CORNING 899 DOW CORNING 995 1/8' HEAT STREN'D GLASS .075' Interlayer Saflex CP With PET Care By 'Eastman Chemical Co.' OR 090" Interlayer 1/8" HEAT STREN'D GLASS Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer .075' Interlayer Saflex CP With PET Core SentryGlas By 'Eostmon Chemical Co.' By 'Kuraray Americo, Inc' OR .U90' Interlayer .090' Interlo Yer SentryGlaa TrositoI PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' -1/8- HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASS Z SILICONE SILICONE z m GE 1200 a: @ GE 1200 DOW CORNING 899 s Y� DOW CORNING 899 DOW CORNING 995 DOW CORNING 995 \ / M1 E6 / E8 TWTDER / � / M7 36'ON LRES �a! ON LITES 4THAN �W' 4THPNN36'ON UTES W WIDER THAN 36 W WIDER GLASS GLASS TYPE 'B' GLASS TYPE 'C' 5/16' NOMINAL LAM. GLASS 5/16' NOMINAL LAM. CLASS 5/16' NOMINAL LAM. GLASS 1/4- AIR SPACE 1/8' ANN. GLASS, I ANN. GLASS 1/8- HEAT STREN'D GLASS .075' Interfayer 075' Interlayer Wex CP With PET Core Sail- CP With PET Care By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090' Interlayer 090' Interlayer 1/8- HEAT STREN'D CLASS Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .075' Interlayer 090' Interayer 1/4- AIR SPACE .090" Interlayer 1/4- A:R SPACE Saflex CP With PET Care SentryGMa SentryGhs By Eastman Chemical Co.' By 'Kuroray America, Inc.' By 'Kumroy America, Ins.' OR OR OR .090' Interlayer 090' Interlayer 1/B- HEAT STREN'D GLASS .090' Interioyer 1/8- HEAT STREN'0 GLASS SentryGlas Troeifol PVB Trosifol PVB By 'Kura my America, Inc.' By 'Kuraray Americo, Inc.' By 'Kumroy Americo, Inc.' -1/8' ANN. GLASS 1/8- HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SILICONE SILICONE SILICONE GE 1200 Z m GE 1200 z m GE 1200 m DOW CORNING 899 DOW CORNING 899 m DOW CORNING 899 M1 DOW CORNING 995 Ml i DOW CORNING 995 Ml DOW CORNING 995 XL EDGE SPACER ! ! XL Eller SP•C•Fi • • - ! XL EDGE SPACER II Si. STEEL BY 'CARDINAL' ! ! ST.•5TEEL BY 'C•RDI*kL • • • ST. STEEL, BY 'CARDINAL' OR OR* • • OR K DUKASEAL BY 'OUANEX' W OURAYEAL BY JANWC •x • • DURASEAL BY 'OUANEX' O OR O OR • • • • • • • OR W Eg SUPER SPACER BY 'OUANEX' W Eg SUPER SPA@EIe MY 'Ql♦✓1�X' • • • � S Eg • SUPER SPACER BY 'QUANEW F W M7 AT 1/4 POINTS ALL SIZES k M7 AT 1/4 POINTS ALL SIZES N M7 AT 1/4 POINTS ALL SIZES GLASS TYPE If GLASS TYPE 'B1' • • • • • • • • • • GLASS TYPE 'Cl' 0.70' OVERALL INSUL. LAM. GLASS 0.70- OVERALL INSUL LAM. ate: : : • • p. 1� OV01• INSUL LAM. GLASS (S.M.T.) • • • • • • • • • IN ORDER TO QUALIFY FOR SMALL MISSILE IMPA%RATING • • • • • • • • • • EXTERIOR PLY OF GLASS TYPE 'At', 'BY & 'Cl' MUST BE TEMPERED- • t • • • • • • • • ••• •• • •• • • • • •• • • •• PRODUCT REVISED ac com I ngg with the Florida `{�v (� Building de NOA-No. 17-0918.09 � m F-xpiration Date 09/22/2020 0 ay Q e a. 9 G Miam a roduct Control ON �Oyp el D pj m gn aoag ti¢ aOA//'n Ir u p N Q W y^r Q 6arf � ,�•''1}GBNSF� � C 92 drawing no. "'F TYPICAL ANCHORS METAL FLANGE & FLANGE ADAPTOR FRAMESEE ELEV. �{�V 1 BY LFOR—SPZCING LEDGE CTURE MoWOODBUCKTYPICAL ANCHORS �SEE ELEV. m3FOR SPACING f- -- G d EDG�S ' I I O 'a arz I MIAMI-DARE COUNTY APPROVED MUWON k MUWON ANCHORS 1j iy rA"1 I N ST. SEE SEPARATE NOA II i 2 S II II O < a D m o IST. '^ 1 EDGE DIST. - - ------ O G � vaWa O O0rc" yy E7 8appd i TYPICAL ANCHORS SEEN ANCHORS iV.7oy y O n 1 ! -SEE ELEV. FOR SPhCING ¢ 6 FOR SPACING I I �I i Q �nmf k' j -i 2 3/83/8. M. IN.-1 WOOD BUC NOT BY CGI WDW. I I MUSy3 STAIN LOADS IMPOSED BY G SYSTEM li D TRANSFER THEM TO THE BUILDING RE. H Li TYPICAL ANCHORS: SEE ELEV. FOR SPACING n "\' 2-3/8- MIN. 1/4" CIA, ULTRACON BY 'ELCO' IF-177 K51, Fy-155 i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o R i' \ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JA 8) p i THRU JOY BUCKS INTO CONC. OR BLOCKS o ----- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMB p = N o � a0 WHEN usm THE MIN. w Buck ' 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) � a i . y DEPTH slw.L BE z1c-. THE sE of DIRECTLY INTO CONCRETE OR BLOCKS a p DIFFER OR BEveLEO w000e s fs 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/J BS) Z ,n PFRMrrrm 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 C, n W 1i k INTO M OUNTY APP LLIONS U k' W OR O ii. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) is (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) _ ji PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 8 80 as complying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) IiBuilding Coda o 8 € w - t E7 I NOA-No. 17-0918.09 TYPICAL EDGE DISTANCE _ g B t Expiration Date09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2- MIN. o a g INTO WOOD STRUCTURE = 1' MIN. W2 i MB I Miami-D� a Product Control INTO METAL STRUCTURE - 3/4" MIN. t WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. w1 i CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. 2 LLo T® I • • • • • • I kI;OI�S: • • • C-9. HOOW/FlLLED BLOCK AT JAMBS f m - 2000 PSI MIN. '� 3 o 2 $ iY • • • �• o B 2 D • WEEP SLOT AT 4-1/8FROM EAC ` t1111111 iT ' i w3 O ( • • • • • W1 s y(4"•X• 3-1%" " • • • • • • • IND•WITY PLASJIC COVER • •W2=•1/8"•X/2•�EEP SLOT AT 3-1/6" FROM EACH END ��'• V W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END _ 7 2 LE TYPIGANCHORS* •H •• ••• •• •• • •• • •• ••• ••• EDGE IT. C � z SEE 0". • • • • • • • •DOF TYPICAL ANCHORS FOR �ACI•G SEE ELEV. • • 1 O`�. •�' �9�� < - dWra1wiOng_ 1no8 WOBUCKOD FOR SPACING • EDE DIST. • AL,,t. Sheet 5 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX. SHIMS BUCK WIDTH VENT WIDTH \ TYPICAL ANCHORS _. O �7 FOR PACaI G / O O ••-SCREt0-O— 1 IV4' E ._ Y..'- 1B WOOD SLICKS XOX LAYOUT EXTERIOR D.L. OPO. MIAs-OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICALFOR SPACING N I I I I t I I I L TYPICAL ANCHORS ELEV, SEE EL. FOR SPACING MAX. eo f I { -I-SCREENS OPTIONAL O FLANGE & FLANGE ADAPTOR FRAME /a" MAX, o SHIMS Z % FLANGE ADAPTOR FRAME 0 i g a PW zg al 1/2' TYP. 6 `I 0 L 1 1/2 �+ O O t R L15 E �i Dui � 0 Mir 2 WOOD B K 0 O� R R to N O WOOD STRUCTUR n IL IN m TYPICAL ANCHORS J O SEE ELEV. FOR SPACING NJ U ffl 0 La h OPL1 ERNATE O R ..00K a' TO LOCK C y O F=- N O LoM I- io it M r 0 .S 3 c Z J n (III £!gd1 © L�Q 1/4• Max. `o SHIMS O AI N U G TYPICAL ANCHCRS _ —SEE ELEV. v o FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND o o-� • •Nyr_ • • • • FLANGE ADAPTOR FRAMES.oil d o o S • it , 7 • • \\\`Y`\11111�IIIENY/'', I o • • • • . Jl ...... , 1 00 -- PRODUCT REVISED 7 a as complying with the Florida • • • • f ; y_ • Building Lode WOOD 6LCKS 110A-No. 17-0918.09 ' EXTERIQ� ;f • • • • = ty1 D.L. OPG� • • • • • • P.>llration Date 09/22/2020 OF r 6(/� drawing no. • • • • • • *' ` • " • wliaml-Dad,WWod.Ct control 6 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • . • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME �tl_U rr------- ----------- j MIAMI-DAOE CWN1Y APPROVED I j ZMULLION 4 F v S E ? j SEE SEPARATE NOA EDGES 1 I GIST. I I W Z a II � tl N`-'adi d Yo. G$h voW� Cr c O `� TEWPI AL ANCHORS TYPICAL ANCHORS O IL In O FOR SSEE PACING FOR SPACING a EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO W000, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/B' MIN. t27 3/B' MIN. N � WHEN USED THE MIN. WOOD BUCK DEPTH SHALT. BE 24% THE USE OF DEEPER OR BEVELED WOODBUCI(S IS PERMUTED. TYPICAL SEE ELEV. FOR U PRODUCT REVISED r as complying with the Florida Building Code g uj NOA No. 17.0918.09 0 Explratlon Data 09/22/2020, O By c Mlaml- a roduct Control 2u~ O F N u] o 0 um CZL, MIAMI-DAOE COUNTY o APPROVED MULLION O� " do MULLION ANCHORS CD p SEE SEPARATE NOA C) f • • • ` • � • • • • WI `____� I �'y o W LL o s _ Jc • • • • \ YYlll 111 111 ' _ I • • • •• �� );''LICE a ' 0592 • •,TYPCAL ANCHORS • • • f • v v • •' � i SES ELBb • • • • of k/� drawing no. FpQ sylclN: . • • • a+DP.•''G�?'� d 10-1 o. . • • • 4DGE 1)& • • • • • • i�sS/ II I Ili i00,\\ sheet 7 of 1 1 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTI EXT. 0 NOT B` HOUSE NOT BY r c HOUSE W NOT BY C TYPICAL ANCHORS, SEE ELEV. FOR SPACING #8 SMS (Fu = 74 KSI MIN.) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD FIN FRAME �V+V Z n PRODUCT REVISED h as complyyingg with the Florida Q f Building Code `S NOA-No. 17-0918.09 C OIL oq v Euplratlon Date 09/22/2020 +� By p,yM Miam a,0e-FrodUCt Controlo M o Q 6OQo 0.6t U. w�g�i Q; NU.q 10, Q u7T ONi�� U C I w N n h O Wf7 DOD STRUCTURE 1/4' MAX. BUCK WIDTH 1/4" MAX. )T BY CGI _ GAP GAP s O = N 1/2' MtV. 1/2' MIN. ; N r o h7 _N O In m g � IN -.- -SCREENS OPT. u� tt t uoopg E6 HOUSE WRAP NOT BY CGI y o "_' EXTERIOR of a a g ••• ••• • • • •m6I . •• ••• •• ••• ; ; ••• ):''etc EN 'v T - • • • ••• • • • • • • • • , � T'. TE OF � �� drawing no. • • 000 •• • • • • • • : : ',7j� t l l lAL 1' `\\ sheet of [— 9 11 ymmU PRODUCT REVISED 0 as com lying with the Florida o Building Code NOA-No. 17-0918.09 Z q tot � O F A e Expiration Date 09/22/2020 H Q i 3 N Miami -Dade duct Control O a o �' Q u y V O�� aoo8 O a awzn ILU,R-o �Z$Qe Q W 0 f O U C y iR Q w T7 C, O N o q Nn ;O M 70 J n C Z 4 3o�v U 2 O ag wo c e 0 0= a g o Li o W • • • \\ • ��'' VOE1'1.9F''•, m • 2 •• `17: 7 • • • • • • • • • • S E OF = ty drawing o no. 18 ••• •• ••• • • • ••• • rSf/iIlA1l\��\` sheet 9 of11 ITI?y PART e QUANTITY DESCRIPTION LLATRRIII L/ANF./SUPPLIER/RFu. xxc E1 CGI-100 - FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER E2 CGI-113 - FRAME SI 2A40 2.440 2,113 1.015 .490 .120 � .705 {LFL-O50 IYP. .705 ,050 TIP. It V � m u 3 2.101 284fi 1.301 065 TYP. 1.801 2.348 1 7 1.220 1.007 1.550 1.680 ,-I I I �I .864 i� -1 .864 0 r Z ~ a < y T Ii�° O 5/16 GLAZING BEAD O .700' GLAZING BEAD LJ95 1 6 0 N `"- 9 N 0 085 1.155 -� - �'- a Eta FLANGE II F^- FRAME HEAD E3 FLUSH FRAME HEAD 1.368-.745 E4 MEETING RAIL 1.449 E11NAIL FIN ADAPTER F1.39511.015 I d 1 496 O65 .060 1.413 2.264 7255 t13 FLUSH FRAME COVER u2 SCREW COVER � � o 12 In AO J 1.015 F� 1.140 1.015 �.. 1.140 ..OBI F1�75118- . 1.015 ,.220 _ O 11 .g-j 060 TIP 4.430 3.685 065 TYR 2.885 3.930 3.185 O65 T R 2.885 1.043 0- LOCK RAIL E79 SILL FILLER a = V i vi L Y ,.788 0 W I 1 450 180 W. : O 2 N -2.440 F--2.440 .550 .050 p ,- o an 1 i in FLANGE FRAME SILL FLUSH FRAME SILL 1.015 •4T ��2,310 E27 FLANGE ADAPTOR r pp�� i v C Z - g '� o C9 O Q U - � 2.737 2.737 -I E21 ALT. LOCK RAIL O65 TYP• .065 - O 2.505 2.613 2.505 2.613 1.1192 065 TVP. j�� jj' 2.195 1.015 PRODUCT REVISED as eomplying with the Florida NOA- .Code NOA No. 17-0918.09 o c m m ? s1 b3 b3 $ $ 1.000 .991 3.237 .500 .991 2.737 E14 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) �J 1.43 EB Expiration Date /22/2020 By Mlami-Oad roduct Control r -1 .811 I o d eoS � f $ o W HANDLE RAIL • • • • • � �•• • • • • ••• \ 1u1nINt7 • 2.505.085 TlP. 2.505 .065 TYP LF 1.ers • •• 745 • a • • • • • • • • ��\ �1"` :.....,77 • • • • • • • )R.'" 1JGEN 2 - �? .• ) = 1 •t it . �, �• e g o 1.000 .500 .065 0. • • • • • • • • • • - r� ' • • • • -_. iJ -•.. T60F .'.(yam drawing no. 1.745 1,245 1.015 • • • • • • • • • • • � RIDI';.•' �� •t •I p E12 FLANGE FRAME JAMB (FIXED) E7 (LUSH FRAME JAMB (FIXED) • E7 • O SASH RAIL • • • • • • • 7j/7 i0�A1. \\\ • • • • • 711111111i1\\ sheet 10 of 11 • • • •• ••• •• It—/l PRODUCT REVISED 0 as complying with thn Florida Y Building Coda o / NOA-No. 17-0918.09 Z m w / expiration Data 09/22/2020 O By I- w Z al /j Sp Mlam a roduct Control6 p / / O N ` U O t R, v �» In paco8 0 d Z N 1 O v O g 1 Q W al 2 -�i FRAME TOP CORNER \ 0 w c 000 L VENT TOP/BOTTOM CORNERS Q tr N c Z N / 3 C, 3 " 0 6�� / � O i C6 la o �5+ pQ}� o i 2 2121 o n C a c O � C� O • • • • • o W • • • • �$[�E �1pM CORNER `� �J�..... � � i •1 70592se k ••• ••• • _� v u • • • i • • • : • . • •• • • {_:'.r %�® •. 6 OF •' (p�2 drawing no. FIX MI . RAJORN R • • •• • •` • • • •• '��r��/`I�ill A`1��\`` sheet 11 of 11 ••• •• •• • • • • ••• DEP NOTICE OF ACCEPTAN CGI Windows & Doors, Inc. 10100 N. W.25' Street Miami, Fl. 33172 ECONOMIC RESOURCES (RER) M MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/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 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 m4g4 l 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 E;uildinpCode, including the Hi, hV •••• •• •••••• ES RIP lnminum Outswin Glazed Doors w/wo Sidelites� •LMI :....: APPROVAL DOCUMENT: Drawing No.W13-Ol Rev F, titled "Series Sentinel 160 Alum ]aswing:Door' ..... (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corpd*tiq, dat,,C 8@#A 3/13 axxli • • • last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dad(! Cdlfhty Prodttr Control* • • •; • Revision stamp with the Notice of Acceptance number and expiration date by the Miami-McfeXilunty Product Control'. . . . . ...... Section. ...... 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 beconsidered 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. TERiVIINATION 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. ADVERTISEMEINT: 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 # 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. MIAMFDADE COtiNTY NOA No. 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 Page 1 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-I only) 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 0000 Along with manufacturer's parts and section drawing marked -up drawings of ajui�iinun!"Aw / ...... sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.0172, tLated •, ...... ... 02/11/2013, signed and sealed by Henry Hatem, P.E. ...... • •; • • 2. 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'-946; • • • • • • • • • • • Along with manufacturer's parts and section drawing marked -up drawings U aluminum .Aatlites, ""; • issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample#55 c* ted 0.4/16J2015, signed and sealed by Ramesh Patel, P.E ""• • • . •�; • . 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-1300-02, -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 (5`h 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 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. 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.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation.,cWed 01/03/13 and last revised on 02/13/18, signed and sealed by Javad i irrnpdi P.E.'.... ...... .. . .. . • 4, ..... B. TESTS • . 000000 ...... 0. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... : .... : 2) Uniform Static Air Pressure Test, Loading per FAG-T-AS 201-14.' ..... 3) Water Resistance Test, per FBC, TAS 202-94 � • 4) Large Missile Impact Test per FBC, TAS 201-9,f0.0 " "" • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2T 94 ; '0 0" 0 Along with manufacturer's parts and section drawing marked -up drawings of aluminuri 6tf W/ 0990 sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 111012 dated 0 :"": ©5/1.W17, signed and sealed by Idalmis Ortega, P.E. . • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Produtt Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. E. F. W NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 12/11/18. 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. STATEMENTS 1. Statement letter of conformance to FBC 6` Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Arad, P.E. . . .... ...... OTHER ' • • 1. This NOA revises NOA #14-1015.04 expiring on 08/08/18. ••�+�� •� """ 2. Test proposal # 16-0947, dated 07/26/16, approved by RER. .... ; • • • •; .. .... . .. ..... .... .... ...... 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 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDEUTES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL 6' ANN. GLASS .075' So x CP With PET Core 8y 'Eastma Chemical Co.' .090' Sails wr And Color Class INTERLAYERS By 'Eastman C mica[ Co: .090' SentryGMs By 'Kuroroy Ameri Inc.' .090' Trosifal PVB By 'Kuraray America Inc.' 3/16' ANN. GLASS SILICONE DOWSIL 995 GE— DOWSIL 1199 - 1200 In � z \ In 1 _O / _0 53 AT 1/4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 6' HEAT STREN'D GLASS .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass S 8y 'Eastman Chemical Co.' 0 .09' SentryGlas By 'Kuraray America, Inc.' .090' Trosifal PVB By 'Kuraray America, Inc' HEAT STREN'D CLASS DOWSIL 995 DOWSIL 899 GE_1200 4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM, GLASS •• ••• • • • • • •• INSTRUCTIONS: • • • • • • • • • USE CHARTS AS FOLLOWS. OLLOWS. • • • • • • STEP 1 DETERMINE DESIMUWIND •CYdb REOU6610ENT ILIA ED • • • • ON WIND VELOCITY, BLDG- HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE ()X) DOOR CAPACITIES SEE SHEET 20 • • • • • 000 • • STEP 3 FOR SIDTIIR PANEL (I CAPACrTYSEE SHEET 30 • • • • STEP 4 FOR SIDEUX CQMBINA1pN WITH DOOR • • • • • • SEE MULL1061 •CAFACITY•CyART ON fFHEIV 40 • • • • • STEP 5 THE LOWEST VALUE RESULTING FRCM•STEPS 2� 3 • • AND 4 SHALL APPLY TO ENTIRE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)ying with the Florida Building Coda NOA-No. 17-1226.05 Expiration Date 08/08/2023 BY Miaml—DPIde Product Control DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ```SW. M4,rrrY\ ff81 5 � zu�a t2 4.0 Z Q 1 y pPp Z � N Qf 'Z,N O oOPo 0 0 0g 013r�MIX H 1- J, ,r i n _ 8 � 8 drawing no. W13-01 Z 3 n 1/16- TEMPERED GLASS 3/8- AIR SPACE 3/16- ANNEALED GLASS .090- Interlayer SaOea Gear And Color Gloss By 'Eastman Chemical Co,' F 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 r DOWSIL 899 GE-12DO Z 38 n 2 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR ORRASEAL BY 'QUANEX' \ / SUPER SPACER 6f 'QUANEX' \ / OR KODISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'Cl 1' OVERALL INSUL LAM. GLASS 3/16- TEMPERED GLASS 3/B- AIR SPACE 3/16- ANNEALED GLASS .075- Interloyer S'll" CP With PET Core By 'Eastman Chemical Co.' 3/16- HEAT STREWD GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 I � � 38 12 XL EDGE SPACER STT. STEEL BY 'CARDINAL' O 1 DURASEAL BY 'QUANEX' OR / SUPER SPACER BY 'QUANEW v \ / OR KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS •• ••• • • • • • •• • •• • • • • ••• • •• ••• • ••• • • • • • . . . . . . • • • • • . • • • . • an: • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16- TEMPERED GLASS 3/8' AIR SPACE 3/16- ANNEALED GLASS .090" SentryGlas INTERLAYERS- By 'Kummy America. Inc.' .090- Traeifoi PV8 By 'Kuraray America, Inc.' 3/16- HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 12 XL EDGE SPACER ! I ST. STEEL BY 'CARDINAL' _ OR OURASEAL BY 'OUANEX' OR / SUPER SPACER BY 'QUANEX' \ / OR KODISPACE 4SG TPS BY 'KOMMERLING' 5} qT 1/4 POINTS GIaSS TYPE 13' I" OVERALL INSUL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Fxplration onto 08/08/2023 By MIanfF-oaiTli'iroduct Control U o q� ogo`� I E M C>O$0- p IL a o pyc) Vi J I �n y � 10 J� a W M 1 5 _ g ,70592 1018 OF ��\� drawing no. ' F oR".PCs`; W 11 3-01 42" 2 ANCHORS DOOR FRAME WIDTH TYPE 'A', '8' OR 'C' AT STILE ENDS 6" MAX. HINGES HEAD/SILL CORNERS .A 6" MAX, HEAD/SILL SILL HINGES CORNERS SEE NOTE BELOW r I SEE NOTE BELOW 77- /tl n / t ----i 1 i cit II / _�I --_____ rl t Y !-E S2 m L] b II II II II \ II t �I N u\ u ^�aZ I I \ II I I N t n ACTIVE W 3 Z a I B 28 1/4" '� N m� K v D.L. OPG . 2 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION (X ) DOOR OPTIONS BI 1/2" DOOR FRAME WIDTH Y Y I I 1 I \ II t U IL / Y _ fir__ / / RU BOLT DET Y SEE 34ET 11 3 POINT LOCK SEE SHEET 10 II � II II \ II If I ACTIVE INAG VE -- SEE CHART FOR QUANTITY --- Bz N 28 1/4" 28 1/4" D.L. OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) SWGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACI'CY - t PSF GLASS TYPES W. 'B', 'Cl ', 'C2' h 'C3' FRAME LEAF WIDTH ITHRESHOLD TYPES LOCK SETS INSUL. GLASS SPACERS WIDTH (X) WIDTH (XX) HEIGHT STD. WA Se CC BLDW ai XL OD 37-1/4' 72" 96" }5" 80.0 70.0 80.0 80.0 80.0 • 80.0 60.0 s0.0• 42' 81-1/2' 96" 39-3/4" 80.0 70.0 90.0 80.0 70.0 • 70.0 :0.0• •- • LOCK SETS: (3) HINGES PER LEAF UPTO 35 SCH = SCHLAGE (4) HINGES PER LEAF ABOVE CC COPPER CREEK (4) HINGES PER LEAF ALL WID BLOC %LDWIN• • XL W 0, DI -4 XL 00 Y�DISPAC • • • • • • • • QUA16= *UA" DURASEAL QUANEX SUPERSPACER FEB 1 5 2018 PRODUCT REVISED FLUSH BOLTS AND LOCKS MUST BE • • • • • • • • • • • ENGAGED TO HEAD AND SILL DURING • • • • • • .) • • NOTE: PERIODS OF HURRICANE WARNING. GLASS CAPACITIES ON THIS SHEET ARE • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: DOOR S1 L.a. DIIgj. • • • • D.L.O. 41EIaHT =•FRAME HCIGHW-•121675" • • • • D.L.O. WITH (X•OOORS) = T•RAME WIDTH - 13615" • D.LO. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • as complylny with the Florida 9uflding Code NOA-No. 17-1226.05 Expiration Data 08/08/2023 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'D' 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 END INTERMEDIATE HINGES EQUALLY SPACED " LEAF WIDTHS (STD. THRESHOLD C 35' LEAF WIDTHS (STD. THRESHOLD) THS (SADDLE THRESHOLD) V.-i Z m r g �. YWWZI Z 1� 1 H� 0 �Hn Yn g H-H B 0"aErc� IL ZoF $ m <1m f g� C y( 0 Q Lu n --N c ° cV o n 30 c c C H 3p—n �� i n % •.i 4��``F •�(y\ drawing ` no. H H = m o m J p / G m mz <y 37 1/8' A0 D-L OPG. TYPICAL ELEVATION r n Y w Y L Y Y Y 1 I n ' ma/ / SEE G J E CK OISH�ETO 10 Yr-- D AIL B SEE SH i I _ _ _ /� I I1 o \ir✓/ ----IT---- J II u II II c II II II II / II t 1II ,1 1 I II II Y i I I STIfEL1TE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A% '8', 'Cl, GLASS TYPE 'C2' GLASS TYPE 'C3' WIDTH HEIGHT EXT.(+) INT. - W.(+ INT-(-) EXT.(+ INT.-) 30' 33 fi 37-1/8" 39" 42' 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.a 80.0 Bo.D 80.0 80.0 0.0 aoO 80.0 80.0 80.0 00.0 80.0 80.0 80.0 BO-O 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 W. 33' 36' 37-1/8' 39• 42• 90' 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 �OO 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.0 80-0 - - 70.0 70.0 80.0 80.0 30• 33' 36" 37-1/8' 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 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 E CHART FOR QUANTITY HEAD ANCHORS OUANTTTY AT SDLE k MULLION ENDS ANCHOR TYPE SHIM 'A' '0' 'C. 4 6 1/2" 7 7 - TENERS SAME LOCATIONS ANCHORS SHOWN ON :ET 2 ACTNE INAGTNE _ _ i N 37 1/8" 28 1/4- 28 1/4' 37 1/0" D.L. OPG. D.L.OPG. .1. OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED FALSE MUNRNS TYPICAL ELEVATION TYPE 'B' MAY BE USED C OXXO AT STILE AND % MULLION ENDS SIDELITE OPTIONS NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA - 110.3 SO. FT. OLecS INSULATOR UMRATIONS FOR SIDELITES WIDER THAN 37-1 " ONLY. 90" h --- HEIGHTS FOR CLASS TYPES 'C2' k 'C3' QUANEX DURASEAL k SUPERSPACER NOT ALLOWED • • • • • • • • • • • • FOR GLASS TYPE 'C3' • • • • • • • • • CARDINAL XL (UMIT MAX. LOADS TO ±70.0 PSF) • • • • • • • • • • • • • • • • • • FES 1 5 HIS PRODUCT REVISED ` as eomptying with the Florida • • • • • • • • • • Euilding Code SIDELITE D.L.O DIMS. • • • • • • • NQA-No. 17-1226.05 /a •• • • • • • • • • D.L.O. HEIGHT = FRAME HEIGHT - W.805' • • • • • • • • Ellration Date 08/08/2023 D.L.O. WIDTH a SIDELITE WIDTH - ER STAND A•QNE SIDLL C 04L • • • • • D.L.O. WIDTH = SIDELITE WIDTH - 4.8% SIDELITE TO O ONLY ry Mla -Da roduct Control • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l� Z q r 0 q0 ~ Z A 00� q W 0 to' ro ci G IJ 0aaco d z;� Q Wmf� 1 s a �•N . P0592 -TE drawing 9 no. YO� 'ca�� W13-01 DESIGN LOAD CAPACITY - PS? SIDEUTE WIDTH INCHES DOOR LEAF WIDTH INCHES ISIDEUTE FRAME HEIGHT INCHES SIDEWTE TO DOOR MULLION (SEE NOTE BELOW) EXT.(4) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 60.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 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 90.0 78.3 78.3 77.2 77.2 75.4 75.4 72.6 72.6 SIDEUTE TO DOOR DOOR FRAME SIDEUTE WIDTH WIDTH / H C a , K I --- DOOR DOOR .y DOOR WIDTH WIDTH WIDTH H IL - W-1 MUWON� OXX % \_DOOR STILE END AN XXO 1 END ANCHORS SEE SHEET 3 SEE SHEET 1 c WIDTH WIDTH WIDTH K \ / WIDTH WIDTH WIDTH ( OXXO ) _U �� o Z q� C hm h N n a Iro o 00 8"n ^ cQo 8 If rD O N O • W - LL IL ZN_ IW�y Q WOE F V n 3 C I N 0 h 5� 0 w H Ld O 0 (V MM I O � � N 3z' o� R NOTE: GLASS CAPACITIES ON THIS SHEET ARE c d h n m BASED ON ASTM E1300-09 (3 SEC. GUSTS) NOTE: • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION 8 8 = o FOR DOORS CAPACITY SEE SHEET 2 • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 FOR SIDELITE CAPACITIES SEE SHEET 3. • • • • • • • • • • • • t1111ITIr77' FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE • • : : : : • ```�t11 LOWER VALUES FROM DOORS. SIDELITE. DOOR/SIDEUTE • • • • • • • • • • • • �� ...... "%8 OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 'P-'y\TGFJJSF o PRODUCT REVISED aom 1 in wlth the Florida s c roses FEB 1 5 I o `" • • • • NOIMNo. • 1W-'1e29t05 .(t/ Ou drawing no. _ • • • rbxplrati•n Dat• 0�23 8U Of � '�,�'S+'•••..... ism • • 77rrs��Y�pl� sheet 4 of 13 fflI.m'pa3WProduct Control 1�`� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING E CONCRETE Z q n Q y A n Ip ._ f� z 4 Z r a . 4D I I ,� Wp GC O39 I I I I 41 O l � p I�f •{ 49 i O'0�s� 0&04 e I I I 0 o t 2 l i i 1 6 I 1 kzo�,o, J L zaJa Q W Q f �I it C I � n OO W 0 i 0 = o x N p ' aIA i ^ N O n [•.� 'I I. I� � Z -j j .. II rg Ii CDoa� U � it l jl j! iry a r e a T —f'T o��' I I I e PRODUCT REVISED 49 I I I PDURED B HARDENED j j as complying with the Florida Building Code B a 1 1 I I HIGH STRENGTH GROUT f'c - 5000 PSI MIN. 49 I I 7 I I NOA-No. 17-1226.05NOT v g © l 1 1 I I I WINDOWCQ MUST TRANSFER HFM LGADS TO STRUCTURE p 43 1 l i 1 Expiration Date 08/08/2023 hd1i I 1 1 BEARING47 I I By 3g 41 i i 10Aa LOAD (SOLID SHIMS 51 I I - • • • • MI f- p ro uct ontro o I I ! OPTIONAL TO GROUT) I i,, a • • I • • • • • • • • • • • u o w s 4D ti • 16 . . . . . ..• . FEB1 5 ?Dig `'%milliff, 0 - - .. .. v ' TYPICAL ANCHORS a TYPICAL ANCHORS SEE ELEVATIONS 0592 �7 :• ^.' ; 'i7 I Ts` t EDGE SEE ELEVATIOS DIST. FOR SPACINGN EDGE DIST. •f!R SPRCMO • • • SADDLE (ADA)�'M 9110LD•• • • • • • • • • • : • • • • • • • ` • • • • • • -'� � ' T OF � •({,�' Op•'. �� T,' drawing c no. ST��D THRESHOLDTHRESHOLD RESISTANCE NOT APPROVED FOR WATER %IPfRATI� RESISTATI jE DGOR Di AILS �� S W13-01 APPROVED FOR WATER INFlLTRATION LIMIT MAX. DESIGN LOADS TO t70.0 P F ��f fT II LL�� sheet 5 of 13 ••• • • • • ••• • • ••• 0 • • ••• • • 1BY WOOD BUCK SEE NOTE SHEET 1 28Y WOOD BUCK EDGE DIST.. OR WOOD STRUCTURE �CONCRSTE SEE NOTE SHEET 1 ..... - 1 EDGE I d o TYPK:AL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUSTS � ADS IMPOSED G SYSTEM RANSFER THEM TO-p� III WING ST RE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING \ TYPE 'A'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) MIN LENGTH - 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMB TYPE •B'- Y 'E Fy-155 KSI) 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. TEKSOR SELF DRI I IN • 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. (6063-75 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 f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. •• ••• • • • • •go • • • • • • • • • • • • • •• ••• • ••• • •• • • ••• z m n TYPICAL ANCHORS oN w SEE ELEVATIONS FOR SPACING • • • • • • • • • • • • e • • • • DOOR DETAILS • • • ••• • • • • • • • •• • • •• • • • • • • • • ••• • • • •• •• • ••• • FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration DDaato 08/08/2023 By / Mlaml-0a duct Control (a146u Z y� 0Z �N Q00 yn d' o 0N`e d rot Ola'� V 0�� 0a0Q8 0dt�� MW W � J Q W M"E F FEB 1 5 2018 705M ,e TA OF •�i z drawing no. 3/8' MAX. © le zz 2 O 1 /2- MAX. LOADSHIIM to I LOAD SBIFARING 1 42 lay SEE WOOD BUCK NOTE SHEET 1 n2z-- ACTIVE LEAF — TYPICAL ANCHORSTYPICAL ANCHORS 39 SEE ELEV. FOR SPACING O0 SEE ELEV. SPAG C'N NFOR 1WY Q O C 39 49 �N52 7a&�Mo pnlNDAoa 46 36 35 7 3 7 33 47 14 4 D.L OPG. W0 LL METAL EXTERIOR A Q w STRUCTURE JU LEAF WIDTH DOOR FRAME WIDTH N �^ U G i O O bio 1/2" MAX N LOAD SEARING SHIM ,' .. ... O 19 72 25 1 24 2 O 20 2 26 1/2" MAX, --{ I LOAD BF1f21NG SHIM C O^ N 3 iy CONCRETE 4t 0a. 1 I OR MASONRY ACTIVE Tti.ex _ INACTIVE LEAF BY W000 BUC € C Z n TYPICAL ANCHORS 39 14 —' W D STRU RE "' 3 p f3 SEE ELEV..' SEE TE EET 1 0 Q FOR SPACING 49 I 1 4B GWf � 39 -.. _ _.. .. .. _.. _.._.. _. _ _ _ 47 � 1 i ill 37 W I O N 36 35 31 7 3 11 8 G w F^ 38 11 7 33 47 14 4 19 7 11 p D 0 G. L TYPICAL ANCHORS o D.L. OPG. SEE ELEV. FOR SPACING _ w °1c iu EXTERIOR LEAF WIDTH LEAF WIDTH a a •�GI FRAME VA12TH o • • • • • • • • • d a U • • • • • • • • • 1111111111r A. PRODUCT REVISED FEB 1 5 qo�p as comptying with th• Florida Bullding Code N = 3' • NDo.a 17-1226.05 • • •••• • •• Fxpi;tion 04• 23 • • sr % TA '• rawing no. drawing W13-014ct •• • • ••• INsola•n r•oo of ll00R DETAILS IIInn11 ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • I TYPICAL ANCHORS �� U SEE ELEVATIONS ..•EDGE'.� OISTo _ FOR PACING 19 22 25 O MATING JAMB FASTENERS n Z ro m y m k n '� eCONCRETC.,CONCREff.". t 24 2 2 5 45 FOR LOCATIONS SEE DOOR JAMB PACING ON SHEETF 2 8: 3 J a bi 2� a � 44 -_ _ 00�0 O w f(VV C1 0 M C C O "mI a,0, 0) OIL a 00�&� PRODUCT REVISED as comp)yIng with the Florida a' 0 1u EXTERIOR 7 47 14 42 sullding Code Q m y z n 44 NOA-No. 77-'1226.05 .I ,� °m a Expiration Date 08/08/2023 a W O 8 P - _ LEAF WIDTH D.L. OPG. By •Bam a roduct Control O DOOR FRAME WIDTH SIOELRE WIDTH O � I i 42' MAX. SINGLE (X) v -il 81-1/2- MAX. DOUBLE (XX) I g i I yyS a Q Lu C V_ o O a II Ij II 1/2- MAX. LOAD BEARING. SHIM O O 0 F N o 3 N = W '• MATING JAMB FASTENERS FOR LOCATIONS 45 SEE DOOR JAMB SPACING d Z CIt W ORNCRETE 4 15 3 5 y ON SHEETS 211 3 On MASONRY O iI ii i _— O Ii O 41rr1I 46 3 39 - - - - c III I1 a � 0O 3w3 a a 343635 7 13 EXTERIOR 1j u 44 e rg i 8 o a D.L. OPG. r- LEAF WIDTH TYPICAL ANCHORS SIDELFTE WIDTH DOOR FRAME WIDTH o 4' LONG 42- MAX. SINGLE (X) m n SEE ELEV. • • • • • • 81-1/2- MAX. DOUBLE (XX) .` 0. 7 FOR SPACING • • • • • • • FRAME WIDTH G • • • • •• • • • • • • • • • • • • • • • • • • APPLY SEALANT BEFORE MATING III I l `lll�ry IYY,i IIIIi IY ' O 10 • • • • 2018 70592 .; •• • ,N:TE•LIMIT IFiIM TCLM6AL•$�BUCTURE AT JAMBS TO 3/6" I ISJ, eoaGRErE, .EDGE '• a a. +.,_... Dlsr. \ TYPICAL ANCHORS • • • • • • • • • • • • • • • T E OF �/� 1D1 ••. ��` drawing no. `FOR SPACING • • • • • • • • • • • • • SIDELITE DETAILS 'ss�®1 AL • I��G�\ Sw t 8 ofo13 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS 1 AL-189 AS REDD. FRAME HEAD & SILL 5063-T6 KEYMARK / SAPA 2 AL-190 AS REDD. FRAME JAMS 60B3-T6 KEYMARK / SAPA 3 AL-196 AS REDD. SIDEUTE HEM & SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS REDD. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 5 AL-198 AS REDD. MATING SIDELUE JAMB 6053-T6 REMARK / SAPA 6 AL-193 AS REDO. PANEL TOP & BOTTOM 6063-TB KEYMARK / SAPA 7 AL-194 AS REDO. PANEL VERTICAL STILE 6063-T6 KEYMARK / SAPA B AL-199 AS REDD. SHIRR BLOCK 6063-76 KEYMARK / SAPA 9 AL-191 AS REDO. FRAME HEAD & SILL SCREW COVER 6083-T5 KEYMARK / SAPA 10 AL-192 AS READ. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA 11 AL-121 AS REDD. GLAZING BEAD (7/16- LAM.) 6063-T5 KEYMARK / SAPA 12 AL-123 AS REDD. GLAZING BEAD (1.000' INSUL-LAM.) 6063-T5 KEYMARK / SAPA 13 AL-200 AS REDD. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS RE00. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REDD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 16 AL-540 AS READ. SADDLE THRESHOLD (ADA COMPLIANO 6D63-T6 KEYMARK / SAPA 17 HO-4503PL AS READ. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-1204 AS REDD. 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 BALDW1N 20 HD-5455 AS REDD. DUMMY LEVER, AT INACTIVE PANEL 21 HD-8231 AS REDD. DEADBOLT (THUMSTURN), AT ACTIVE PANEL 22 J10 TOR605 AS REDD. LEVER LATCH LOCK, AT ACUIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 TOR605 AS REDD. DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REDD. DEADBOLT (THUMBTURN). AT ACTIVE PANEL 25 HD-34-10116 AS REDD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK 26 HO-34-10116 AS REOO. DUMMY LEVER, AT INACTIVE PANEL 27 HD- OB2410 AS REDD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 28 HD-537 AS REDD. LATCH LOCK STRIKE PLATE S. STEEL - 2BA - 2 /PLATE (B X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 MO-538 AS REDD. DEADBOLT STRIKE PLATE S.STEEL - 29A - 2 /PLATE I %IB X 3/4- PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 30 HD-536N AS REDD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 31 HD-390P AS REDD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HD -STRIKE BOX AS REDD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI 33 HD-525-9-REV 2 /LOCK-MECH. BOLT LOCK ASSEMBLY 5. STEEL CCI 33A HO-533C 1 /FLUSHSOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-108 4 /LEAF 4-1/2' x 4' HINGE ALUMINUM CGI PROPRIETARY 35 4 /LEAF 4-1/2' x 4' HINGE BRASS HAGER 36 -US 4 /LEAF 4-1/2" x 4' HINGE S. STEEL HAGER 37 ROD 2 /LEAF 03/8'-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 3.V AS REDD. GLAZING BULB (DURONETER 75/80) PVC PROTOTYPE 3921 WHD-ARBOO-US32D4S32D AS REDD. .187" x 320' ULTRA SOFT FW WEATHERSTRIP - ULTRAFAS 40 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC41 042 AS REDD. .350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY 4211 AS REDD. FOAM-TLTE CLOSED CELL FOAM COMPRESSION SEAL - • • A•E•IilRY • • - 43 HD -CLIP ANGLE 2 /EACH 2 x 2 x 1/4' CUP ANGLE (ADA THRESHOLD TO JAMB ATTACHENENtj ALUMIN - • • • • 44 3 /CORNER /1. x 1-1/4- PHP. PH. SMS, (PANEL & FRAME ASSEMBLY) S. STEEL - • • • • • 45 SEE ELEV, f14 x 3/4" HH. TEK (MULLION ATTACHMENT) S. STEE • - • • • • Ij 46 ./HINGE 4/CUP 112-24 x 1/2- PHP. FH. UC. THREAD FORMING S. STEEL - �• •NO 47 _ 2/EACH p6 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expirat 46 - 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) STD• • -• • • •B�am 50 - 2 /FLUSHBOLT JS-32 x 1/2" PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. EL - 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ 16 x 1/2' PHP. PH. SMS. A_L%INdM CREED TRH • • 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NY - 53 2/ LRE SETTING BLOCKS EPDM pURONETER BOtS SHORE A `DUMMY 4 U 31 Z m A ACTIVE LEAF 9_ INACTIVE LEAF Q �6 cl 4a OPERATION OF DEADBOLT 31 2� - Q O G (WITH KEY FROM THE EXTERIOR OR THUMBIUFIN EXTERIOR I I _---__ _, �qsp Q <L Cy FROM THE INTERIOR) T1-1---�- d Q' N i OJ - ACTIVATES THE THREE-POINT L-__---` Q LL n LOCK MECHANISM ------- -- 1L ? n REGARDLESS OF LOCK SET OPTION INSTALLED. 021 S i SECTION AT DEADBOLT LOCK F SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • GE SCS2000 SILICONE SEALANT. N jT REVISED III '- wTta the Florida ' e 1l 7-1226.05 0. Date O sn023 FEB 1 5 2018 I Jody �ontro • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0602 = p r F •(y�� drawing —no. s.;:...! k---' W13-01 s LCCK vcnvq STILE ° �CD I � w 3 ASTRAG,u O k � m = � � � �. e U aW 9 I� PHP. PH. 55. M5. i , O G 0.450•roD)—1 ° II I C a O Q 8 i ,I II I NnoN WASHER I Il 0 d7 �u I 0.295 (00)..0-. 2• 1 N N N 5.5TEELSPR)NG ii i C Z OJ ry I 0ASIX (OD) a .°31. i LU 5 4 i In NYLON WASHERLL TOP HEX ROD'NRH I II '}} it I J I% 0 ¢ J i COUPLING Nur it I II i 0-5111E Hl,4 .6751 4 O f II i1,5 = d 2 n -CW SILENCER Q `1 03.SW S. STEEL ° 0 W n wneet 31 K o � to 0 O, C 1 24 27 O F N p all ° 3 N� - o C Z a O U o O ° it i w wow ° `off i A PRODUCT REVISED 13 complying with the Florida `u 4 i i II I, Building Code e I ,I 47 0�0�0 NOA-No. '17-1226.05 i1 1i �I I COUPLING RNo�o ( I 4 Expiration Data 08/08/2023 } i EMI II ,I • • r • • • • • • MY /• Product tro y ° - it ij Ij o • • • • • • • o ijI li I � • • • • • • • • i • • • • • • • `t}1I 1111i)r� ` it o I I • • •' • • • • • �• J�••• �,y� ': ; �tc�nisF 0 FEB 1 5 2018 No.lr = i` i I _ I � �I • • • � • • • • • AY F '• I� drowin v no. • • • • • • • • • 9 �. --- I _ I • • • • • • • • OR �� UNLOCKED POSITION LOCKED POSITION �i��AL,��`` sheet 10 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASTRIGAI �� U O O � 1 n LOCK (INKTNE) 5TU T. �} r \ I �• a Ilil it II ' 4e I IL �ON."..� U 3fill (Wd1 i iNiuu ,� j o HOC u O�31M I I I II! , aRE M I I '� �I pa0o3 M you j E III j l daWy Q W On o I III II I III I _ JOtDQ� Q WQMiF II I I a7 III -0 o_ II I Ij s 0 O a a c v~i Ono yi to � n = t I C Z Lf to 30 - < (, oa \ IJ fWS ATOLTACIIJATOk 50 II PRODUCT REVISED n n o n as complying with the Florida c s` I I tsullding Code NOA-No. 17-1226.05 W Y p jl Expiration Date08/0812023 ai i 1 I By j Mla a roduct Control 1I1 II NOTE: I I • • 64 • • • •FLWH B" AT INACTIVE STILE w g o II • • • re •(PARTIFR TOP END SECTION SHOWN, BOTTOM END SIMILAR) W I; • • • • • • • • • • • j • • • • • • • ,,,, J��I ;Z�_ •° I ��'• VCEN3F"• �'V h 4 FEB 1 3 2018 _ 7M2 a j i j • • I • • • • • • • - ' 0.'� • • • • • • • . •7' OF drawln no. It • . �'•� W 13-01 UNLOCKED POSITION LOCKED POSITION i�nt ,��tiilllltttt ` sheet 11 of 13 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 3.825 .750 1.590 .100 OO DOOR FRAME HEAD/SILL 1 6. 062 � 5 L 1.587 J O FRAME COVER 1 sal 1.82L�- 10 SILL COVER .465 .075 1 Ofi3 O SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER 135 .070 .625 .805 245 1.622 1.060 O 14 ASTRAGAL ADAPTER SHEAR BLOCK II�1.810-^jI -�I 1.125 i-- I 120 500 25 1 120-1^- bi O DOOR FRAME JAMB O SIDELITE FRAME JAMB 4. )0 O TOP & BOTTOM RAIL 5.500 oeo 1.828 1.440 4.495 O HINGE & LOCK STILE .125 1.500 II .185 I .500 F 13 SHEAR BLOCK PLATE 8 SADDLE THRESHOLD I� .675 -^{ 1.061 99050 1 17 • .120 4.ow G%s S (i4n+: G • S • ' • ; • • • FEB 1 5 2018 • .. 505 �,120 • 1.465 • 0" • i 050 ••• • .200 j .870 F� : • • • • • • • SIDELITE MATING JAMB GLASS STOP (INSUC. LAM.•GLASS) • • • • • ••• • • • • ••• • • •• •• • ••• • • • ••••• • • ••• • �u o n g O � g N µp ` ca V � O NtN OGH� a& OdaoA 0'at; a g"9 8 jt7O< Q W M 1 � N ti m � c i J — M S Q o 0 W � C vFNo O N� I a -2� 3 � n PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia Da roduct Control 92 A of •ly�: drawing no. � 2 of 13 44 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS HOLE 111' •• _ :•�1 •i��i� 1 II ai\_: • ••• • • • • a •• i ' • • ••• • • • • • • • • SADDLE THRESHOLD CORNER • • • • •• •• • • • •• •• • 44 ASSEMBLY FASTENERS TO BE INSTALLED aoino rn .Iniuiur. usnur..uuuc 1 I .:1\ .� •.\7. PRODUCT REVISED as comp)yin9 with the Florida ' R Bullding Cod• NOA-No. 17-1226.05 expiration Date 08/08/2023 By — mianfl,ro uct ontr N o "- o m N e o� ` i11I,,,,� FEB l 5 2018 0AN \ f .70592 '�i TE OF •'�!y'`� drawing no. foss '.;`C RIDP.•'C9\� W�3—O� AL,,, sheet 13 of 13 MIAMEDIADE 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 TANCE (NOA) www.miamidade.gov/economy Clopay Building Products 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being�d under the applicable rules and regulations governing the use of construction m non 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 suwe*h� the use of • such product or material within their jurisdiction. RER reserves the right to revoke this acc*@pta&cas if it is aee ermined by • • Miami -Dade County Product Control Section that this product or material fails to meet the* * requs eime00 me of the : • • applicable building code. This product is approved;iNfa`1111ding �od'e' • • • •e igh Velocity Hurricane Zone. •... . ....DESCRIPTION: 2" Thick EPS Insulated Steel Sectional Garage Door up to 96 Wide w/Aption ..:..... ...... APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4bbVi, 4310/677fMGL, ' • 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 9 dated 7/2018, prepged by jfdr p , • • • • Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Ntarti-Dace County Product Control revision stamp with the Notice of Acceptance number and expiration date by the.Uai- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated 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 and revises NOA # 17-0731.01 and consists of this page 1 and evi -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0716.01 *0, Expiration Date: September 20, 2022 Approval Date: August 16, 2018 c ' / 67 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA #15-0225.06" 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 7 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 09-0929.10" 1. Test report on Forced Entry Test, per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report No. ATLNC 0428.01-09, dated 06/03/2009, signed and sealed by David W. Johnson, P.E. • • • • "Submitted under NOA # 07-0807.14" 0 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBV TA 202, • • • • • • • • ; • 2) Large Missile Impact Test, per FBC TAS 201, .".'. '. 3) Cyclic Wind Pressure Test, Loading per FBC TAV243 0 • 0 : 0 * • 0 • alongwith marked -up drawings, prepared b American Test Lab, Inc:*est Repot Nq. P g P P Y... • • • • ATLNC 0823.01-06, dated 12/18/2006, signed and sealed by David% jpilnson,*.P.%.• • . • • • • • 0000C. CALCULATIONS "Submitted under NOA # 07-0807.14" . • • • see* • . • 0 0 0 9 1. Anchoring calculations, prepared by Clopay Building Products Comfa&ypdated 07/3.0/2007, .' signed and sealed by Scott Hamilton, P.E. . . . . ...... D. QUALITY ASSURANCE ' • ' • ' 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14" 1. Tensile Test per ASTM E8, Reports No. HETI-06-T604/605/606, prepared by Hurricane Engineering & Testing, Inc, dated 09/22/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Corrosion Resistance Salt Spray Test per ASTM B 117, Report No. 30160-04-63365, prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. 3. Ignition Properties of Plastics Test, per ASTM D 1929, Report No. 3082959-500, prepared by Intertek Testing Services NA, Inc., dated 09/16/2005, signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated 10/04/2005 and Report No. 3094867SAT-001, dated 04/13/2006, prepared by Intertek Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS "Submitted under NOA #15-0225.06" 1. Statement letter of code conformance with the 2010 and the 5' edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of code conformance to 2010 FBC no financial interest, issued by Clopay Building Products Company, dated 07/06/2012, signed and sealed by Scott H 'lton, P.E. "Submitted under NOA # 12-0710.06" zif Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E - 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 17-0731.01 A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E.. B. TESTS 1. None. • . . .... ...... . . ...... .. . ...... C. CALCULATIONS • 1. None. .... . .. ..... ...... .... ..... .. .. .... ...... D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (AR) � • • • • � • E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 5' Edition (2014) and 6th Edition (2017) FBC issued by Clopay Building Products Company, dated 07/18/2017, signed and sealed by Scott Hamilton, P.E. 2. Test contract letter issued by American Test Lab, Inc., dated 07/17/2017, signed by Keith Owen. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E-2 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 9 dated 7/2018, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 ." 5) Tensile Test per ASTM E8 . •. "" "• •: • along with marked -up drawings and installation diagram of 9'x 8'� 427a steelarge door #• Model 4300 with windows, prepared by American Test Lab, Inc.,.jgs;.4eport No. ATLNC • 1023-01-17, dated 11/07/2017, signed and sealed by David W. Johnspq,.$.E. .. . ;''' 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized -coaled palerss prepared. -... by Fenestration Testing Laboratory, Inc., Test Report No. 7890, date& 44X01/201-4, -4ped by • • • Idalmis Ortega, P.E. • • • • • • • • • • • • • • C. CALCULATIONS • • • • • • 1. Anchoring calculations prepared by Clopay Building Products ComAanNldated 07/06/2018, :....: signed and sealed by Scott Hamilton, P.E. • • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Test report on weathering per ASTM G155, tensile per ASTM D638, self -ignition per ASTM D1929, smoke density per ASTM D2843 and rate of burning per ASTM D635 of Lexan SLX2432T polycarbonate, prepared by Intertek, test report # G7844.01-106-18, dated 09/28/2017, signed and sealed by Gary T. Hartman, P.E. 2. Test report on self -Ignition per ASTM D 1929 of Atlas EPS foam, prepared by Intertek, test report # 102609488NM-002, dated 06/13/2016, signed and sealed by Rick Curkeet, P.E. 3. Test report on flame spread and smoke developed per ASTM E84, prepared by UL LLC, test report # R6705/4788441837, dated 06/06/2018, signed by James Smith. F. STATEMENTS 1. Statement letter of code conformance with the 2010, 51 edition (2014) and 6' edition (2017) FBC issued by Clopay Building Products Company, dated 07/06/2018, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products C pany, dated 07/06/2018, signed and sealed by Scott Hamilton, P.E. �, C3: Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E-3 CLOPAY MODELS 4300 4301, 4310 4400 440) HOG HDGL CLOPAY MODELS H400. H401. H30O. H301 H310 HOLMES MODELS 66 67 68 6200 6201 6203 2' . 3' . 0.035' MIN GALVANIZED STEEL BACKER PLATES ATTACHED TO DOOR I WITH PATENTED TOG-L-LOC SYSTEM (NOT VISIBLE FROM OUTSIDE). REINFORCEMENT PLATES ME LOCATED AT THE 70P AND BOTTOM OF FAGH SECTION AT UCH HNGE LOCATION. vA AOPnoxAL: ONE ROW OF ALL-RES-1 CUIWG IN MGM TOP 6ECIKN (S N) Q11 NE%1-10-THE-TOP SECTION (NOT SHOWN). A V % DIA GLAZING 92E N I8-1/2' . tI' C 243 n MJEC110N D QQ GE LEXN1 6LcGROA. M NPR./ CL2 PLASTC W ACCORDANCE w111 IBC/FBC 2 B- B FOR ASSEMBLY DETARS. .ADON WIDTH . 9'-0• INSIDE Et NgnON 2-3/4' 2-t/4' (MIN).ytl (4) 114.3/B' SHUT META I r scREws (4) 1/4•.3/4_ SELF TAPPING SCREWS 14 GA ENO -.,1 11 TER rffAL_x VIEW INnELr �c SECTION B-B DFINL_'D_ MunPUR OPTIONAL OECOIMIM1£ p2}- DECOMTAE SNAP -Ix INSFAT.� / yFRONT RAM,FACAO. P T -LITAM OxE-PIECE - I -MOLDED GE UDIAN SI FRONT MAME w CLADM (ID) IB . J/4 PAN HED M/CT1nE SCREWS. TABLE 2 INSTALLER RETAIL MODEL MODEL DESCRIPTION 4300 H300 HOG fib 6200 2] GA. MIN. EXTERIOR SKIN SHDRT RAISED PANEL 4400. H400 N/A 24 GA MIN. EXIERION SKIN; SHORT RASED PANEL 4401 HID' MIA 24 GA MIN, EXTERIOR SKIN; ELU5H PANEL 4301. N301 68. 6 01 27 GA. MIN. EXTERIOR SKIN FLUSH PANEL 4310 H310 HOGL. 67. 6203 27 GA MIN. EXTERIOR SKIN; WIDE RAISED PANEL SECTION A-HA S LLED -.4. SFPARAIES ROxTAN BACK SKIN OF DOOR, z' nncR II DDrsm EIITEx10R STEEL III (WH) nmOw.wlxG wM.wir) W MM - INNE- BAPANTED TOP COAT APPUED TO BOTH I- OF STEEL SKIN JAMB CONFIGURATION 2.6 WOOD JMB STOP MOULOING BY DOOR INSTALLER (TO SEAR). 1B GA. GALVANIZED STEEL END SRLE (ATTACHED WOH ONE FACTORY INSTALLED /6-!B . 1/2' WAFER -HEAD SCREW AND FURTHER SECURED UPON INSiAUnON WITH HINGE SCREWS. 12 G0. GAV, STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/16'vt-1/2" 'MOOD LAG SCREW PER BRACKET. WN. IB G0. GAV. STEEL INiFA. HINGE FASTENED TO INTERIOR SKIN/BACKER PLATE WRH 2' GAV, STEEL TRACK (4) J-5/8• SHEET META SCREWS, FASTENLE TO TRACK BRACKAS. BRACKET 1TACHED T/'.' ROUND RISKNUI IS .-ED ON EACH ROLLER SLUFF. GAv. STEEL END IYNCF FASTENED TO DID S1XE5 w/(4 HEO WITH ONE BOLT R MFT Q); 4x�5/B" SHER MRA SCREWS t (4) 1/4' SELF LAPPING SCREWS.H TWO 1/4' RIVETS. 2' 10 BALL STEEL ROLLER (1-]/1fi'x]/16'xl') WITH STEEL OR NYLON nRL TRACK CONFIGURATION HOR1I TRACK SUPPORT RY DOOR INSTALLER (TO SUIT). CENER HANG I QUIRED FOR 11 / DOORS OVER B'HIGH, W11HT (� 3/6..]/s �_E . HED TO FLAGBRACNEf 1J W GAV. STEEL FLAG BRACKET. EACH FASTENED TO w000 JMB .. (J) 5/18'.I-)/]' WOOD UAG SCREWS. ' VERTICAL TRACK ATTACHED TO NOR=— TRACK WITH (2) 1/4•13/4 TRACK BOTs. 2" GAV. STEEL TRACK. TRACK THICKNESS: 0.060'. lNR TOP BRACHET DOUBLE OE120WA TRACK 000BLE TRACK Hfq(WOOM OPTION M. 2-1/2-.12 GA. CALV. STEEL TRACK BRACKET. (4J TRACK BRACKETS PER SIDE (UP TO B' HIGH). (S) TRACK BRACKETS PER SIDE (UP TO TO- RICH). TRACK BRACKETS PER SIDE (UP TO PRODUCT g REVISED (7) TRACK BRACKCTS PER SIDE (UP TO 1.• NONj. lul�lfin P1j with the Florid. 1.1 TRACK BRACKETS PER SIDE (UP TO I6 XICN). NOA-No. 18-0716.01 PREPARATION OF JAMBS BY OTHERS E)(ptratlon D 09/20/2022 NOTE: THE DESIGN OF THE SUPPORTING SMUCTURAL ELEMENTS SHALL BE THE RESPONSIBXTY OF THE PROFESSIONAL OF RECORD FOR THE BULDING OR 5MUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING By CODES FOR THE LOADS USTED ON THIS DRAWING. I. HA., - I- D.- URs; aANxlm Do BIML - Aw _r I Rm ric�m�•arall mkmm mmMiLad mil�m�ssss Raw iCtii a/roi11111 om�•z�.aF�R+� i]Ciil�[F lII/F31m�lLl�FT-I�Ov00 �Y�c�ssss oay�®allmi��sass nmrm�®®mrinror�rsss aryD� �Q.->isav�sr>imd�uvsv vicesrcnnvlsM,�r Yarsvo ma�®/� DlnlififflRSI67iG7iT�R�:7l:S9iR.Gt�ii, rt>il��rmoss' acy�sarrcn��c+9rs>a�rr�vv iDS•il�ik'Y�i6li7if7![YI!`:l•mummoW3Y001 mes9�+Ear��eem�sv mm��rrmaal�mnw �91f.59[�/L�•G712�F'i•fa7AMfl4�f!?JO ar�wm". Ek 1s lE�IT-Tvallmn >imdm�lms, mOilmF�iHi i[lQiifif•7iESIraiI7!'L�Litif:L�i6'I�fir4. mirn� omm iC�ll IFim6D1 7.$iifFEL ser�srvst�rts�rr��rr.��►*>i�rt�, CS/LaiR�l2� Q1i E7•]ifi71�[U.fWiF'.YiFLW Ei�fI�Q7� �� .-- BY ATUAS Mloml-Datl ProdM t Control (2,I2uGAN.I-TOP ROLIEW BRACKETS (2-t/2" a JAMB TO SUPPORTING STRUCTURE ATTACHMENT n3�mFw.cN eRACKEr A /(I) /I4.5/B' SHEET uETA YREwS 1.ALI THE LOAD FROM THE DOOR 15 TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2.6 NERTICµ SYP (GRADE /2 OR OMER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE GALV. ROLLER NIHCE. HORIZONTAL (TOP) JAMB. fACX WAGE FASTENED TO ENO sTLEi WITH (1) /I4.5/e' SHfEE uETA AND ND (4) AMEW 2. ALL JAIJ9 FASTENERS MAY BE (BUT ME NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A RUSH MOUNTING SURFACE. 3. A 1/3 STRESS INCREASE FOR WHO LOAD WAS OW USED IN THE CALCUATKIN OF ALLOWABLE LOADS FOR 4•. 1/3/4' I-TAPPNG scRLxs. SEE •B•. ANCHORS ANFASTE D NERS FOR STEEL, CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2.6 PRESSURE TREATED SYP 3' TAL STEEL . 20 GA GAV, U-BM. 1U-REALM PER (GRADE /2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS AN OM 12W PSI NNA EXTREME FIBER STRESS IN SENONG (FJ. STUD WALL5 TO BE CONTNUOUS FROM FOOTING TO TIC BEAMS. A SECTION.EACH u-BM BLO CK WALL OR CONCRETE ATTACHED WITH 1/4•.3/4' SELF TAPPING SCREWS. (2) SCREWS 2.6 SYP (GRADE /2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR AT EACH END AND INTERMED, STILE LOCATION, CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WIN REINFORCING BARS EXTENDING INTO ME FOOTING AND IWO TIE BEAMS. A- BARS SHALL BE CONTINUOUS FROM THE THE \` BENAS TO FOOIWG PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. wR:wOx STE N (DRAWL OIlMIT1� WRH G- D A xI. Dom- v.. PoLT6TER P WII ED TOP A GOIT Pv'UFO TO BOTH SIDES OF STEELABKIN. �I] rA CALV. STFII BOTTOM BRAL.[T. • • • • SCPEWSD mM (2) /I4x5/B" 5(lAd9E1TF(tM$E11T{IAP • AWWW EA'1RUSKW Y W(YL �4H NI'7�' •. • C,; .`•�'. t!•,�£ ,'Ill i'" •• y vRV 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT f-ORIZDNTK (TOP) JAMB (NO LOAD FROM DOOR) FASTENER ITPE 2.6 KN1ICAL JAMB • • • • • • MA%IIIUM • • • • • • • EEA • • • • • • DS DISTANCANCE BETWEEN STEEL WASHERS UI G E FASTENERS REQUIRED' -9D LOC HO Ow R D 4 • 3• (1-tA•• EMBED) ULTRACON CONCRETE ANCHOR (2-1/2" MIN. EDGE DISTANCE) 7-3/4• 1' O.D. P .CON ETE -MIN. 4 l 4 EMB ULi CON CONCRETE ANCNOR 2-) 2 MIN. DG ISTANE 4 O. CONCRETE WOOD ERNE 12 . 4 2-1 2 EMBEp WEJ-IT SLEEK ANCHOR 2-1'- MIN. EDGE DISTANCE 1 2 x 4 1-5 8 MBE CREW ASTM A30] G A -1 2 MIN. DI TANG 24 2l IN U 1 O.D. "THIS PRO01QQ GG,,00yy4pRM5.10 M . _MST ANCNOR • flE011II�(�EME TO EF•-THE FUTfj11,FDITION MC /SCREW STARTING FROM BOTTOM AT NO MORE LIMN HALF OF MAGNUM ON CENTER DISTANCE. (21h4)'ANp 7ME SIMM EDIOON' IT (20C -HOST ANCHOR/SCREW NSTALOD AT LEST AS NIH AS ME DOOR OPENING HE16M. ysi :DESIGN. P F O.l� F. D LDPAY BD1LD aka' $ S • •P010pay..SWKeE_C NG PRODUCTS COMPANY0IENGINEER.w. WSONpl450ing Products (613) ] O-4B00 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9'o� . 16'D"H I . . COUNTY Y AND ECONOMIC RESOURCES (RER) B AND CODE ADMfl"fiT ON DIVISION OTICE OF ACCEPTA (NOA) CGI Windows and Doors, Inc. 10100 NW 25`h 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/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 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 Prod4 j &ontrol Section that this product or material fails to meet the requirements of the applicable building code...... • .. 0 * • This product is approved as described herein, and has been designed to comply with the Florida.Building . • C ...... .. ...... DESCRIPTION: Serie=1iDD=dEx=ruded =Iuminumube Mullion — L.M� • ...... APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, ExtnideJ Alur$iri'tuP*Tube..... Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with re4itlm$I dat d41Wl6/18,..:..' prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami-DaBeEounty•••.�. Product Control Section Revision stamp with the Notice of Acceptance number Ad'ckp:ration date by the • Miami -Dade County Product Control Section. 0 ..... • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0..6 . .. ' • • • • • . • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,06V, 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. —� MIAMI•DADE COUNTY NOA No. 18-0129.08 t _ Expiration Date: March 28, 2023 Approval Date: March 29. 2018 Page 1 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. 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. B. TESTS 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 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 *090 along with marked -up drawings and installation diagram of casemeat wind%V§ mulled • • • • • using a 1 "x 2"x 1 /8" aluminum tube mullion, prepared by Hurrioa !e Vesting Lab, Inc., • • Test Report No. HTL-0080-0105-08, dated 03/26/08 for Sfc'c!'iMMns Nos•f•and'2s...% signed and sealed b Vinu J. Abraham P.E. • • • • • • � Y • (Submitted under NOA No. 08-0331.07) • 2. Test reports on: 1) Large Missile Impact Test, Loading per SFIK�,P.A 201-%.. •• • along with marked -up drawings and installation diagram bf n7 alumi� fixed..... window, prepared by Hurricane Test Laboratory, Inc. Test Rel rim. • • HTL-0080-0303-96, dated 03/06/96, signed and sealed by Tiniothy. . Maishalp P.E. • • • •' • (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC,IZL202-94 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 Pere , 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 5th Edition (2014), and of no financial interest, dated April 13, 2015, issued by AI-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 and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 66• 3. Laboratory compliance letters for Test Report No. HTL-00�80-0J03-96,. =Wtd by ..... Hurricane Test Laboratory, Inc., dated 03/06/96, signed and Scaled by:Finwthy S. Marshall, P.E. *0000* • • • • • • • • (Submitted under NOA No. 95-0929.39) 0000 ...... 4. Laboratory compliance letters for Test Report No. HETI-96-524js§ued tly 1jutricanj•... • Engineering & Testing, Inc., dated 02/12/96, signed and sealed -IV ijector.U..D/Iedina.. P.E. ;.•• .. .. .... ...... (Submitted under OA No. 95-0929.39) G. OTHERS 00 • 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors f'orkkcir Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel VCrez, P.E. Product ControtEx-aWner 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 611 Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourcec."R) „• E. MATERIAL CERTIFICATIONS • 1. None. :'. •. 1....0 .... F. STATEMENTS • •'•.' 0 0000 • 1. Statement letter of conformance, complying with FBC 511 Editio4 j2P%t1), with FBC 61b Edition (2017), and of no financial interest, dated October 4, 2011, issued by jF.4poq Corporation, signed and sealed by Javad Ahmad, P.E. • ; • 00 .... 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 F_1.000 125 FjFl 125 2.000 Ix - .332 IN\4 SY - .332 IN\3 1 X2 MULLION 6063-T6 j-1.000��.125 3.000 .125 L I I .125 2.000 L 3' L-2.000 ----1 CLIP ANGLE 6063-T6 Ix = .9502 IN\4 Sa = .6335 IN\3 Ix = 2.9762 IN\4 SY = 1.4881 IN\3 1 X3 MULLION 6063-T6 p 1.000 �1 _f'325 125 4,000 L L___j Ia 2.0374 IN\4 Sa = 1.0187 IN\3 1X4 MULLION 6063-T6 2X4 MULLION 6063-T6 Ix = 8.2757 IN\4 Sz = 2.7586 IN\3 'W' DIMENSION MULLION 'W' - IN. 2' 1.688 3' 2.688 4' 3.688 6' 5.688 .715 1.875 .125 LI V- 4,000 -1 MULLION CLOP FOR 1BY TUBES CGI-383 6063-T6 MULLION CLIP FOR 28Y TUBES 2X6 MULLION CGI-395 6063-T6 6063-T6 6.000 F--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 I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 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 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. INSTRUCTA• S: • • • • • • • WNDITONS NOT SHOWN IN THIS OAWING ARE TO BE ANALYZED SEPARATELY, Lq§j CHARTS IILD GR"S Fl�L0j5. AND OBE REVIEWED BY BUILDING . • Q��kMINE NGN40At RLOUIR[D I�R SCE STEP 1 �Oli PM11C OPE!NIIOG. • • • • • • PRODUCT REVISED `��` �J'• //�� STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING I"WAY-M-i1j h do Fk " EN ABOVE LOAD REQUIREMENTS. BWchugCO& O STEP USE CONNECTION TO MULLION AS PER PRODUCT Ate. 'Q Ne �o— • USICARAPHS OMSHRET 2 SFaECT MU610 SI t/ILFI gy -'� •.-) 21:LiH: �- STEP_4• �ESIG RADANG�.MZE •HAN SIGN LOAp SP�CIFI D • Mi—i ad, Ploda<i C OF ((U` • • USING•A CHOR TI :ON SyE&S 4 & 4%. MD /O CHOR GRAPHS 'i `S IDR•�� STEP 5 ON SHEETS 3 & 3.T, SELECT ANCHOR TYIE WITH RESIGN RATING ' �i MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. AL • • • • • • • • • • • ••••• • • • • • • • ••• • • •• •• L O • � N W O W N Q: p O 6 :110, � r C aco 8 O NNz $ 0 Q W 7 LL 0 LL W N - o J 00 Q W M E F drawing no. M95-13A 1 X 2 X 1/8- MULLION 1 X 3 X 1/8- MULLION 130 120 110 100 a 90 0 0 80 J Z 0 070 0 60 50 40 30 130 120 110 100 a 90 I p 80 2 f] 070 60 50 40 30 25 35 45 55 65 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES 2 X 4 X 1/8- MULLION 2 X 6 X 1/8- MULLION 130 SD-s/B- 120 56' 110 i 63' 100 4 74-1/4 MULL S a 90 I p 80 84- J 2 w 70 0 60 96- 50 10 40 120' 30 132' 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 0 1 X 4 X 1/8- MULLION 30 20 .A 10 cc 50-5/ - MULL 1 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES JNOTE: VERTICAL MULLION GLAZING GLAZING 0 3 PRODUCT PRODUCT � 0 Z y r• z • 0 a� zn fYO c�6 0dg—s Q.pw W1 y� m (% M a 1 a'g ARCHES TO BE INSCRIBED O C °6 CI a INSIDE RECTANGULAR SHAPE 0z 'or19 Q 4 y^ 4 HOPoZONTAL MULLION Ew N CI f0 %' GLAZING QwmSk Ju PRODUCT 3 O N I n - U � S A GLAZING GLAZING 3 i o PRODUCT PRODUCT O � O w MULLION SPAN a 0 O �(•10 M p n TYPICAL MULLION ARRANGEMENTS a c z a 30 0 WIDTH (W) = wt + wz o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. o o • •: : : • • • • • • • 2. (INTERPOLATION BETWEEN WIDTHS ALLOWED) o w PRODUCT REVISED % c as aa�MYm9 wiLA fs Florida - : Y:(= c u a Bt0ding Code • • • • • : • • tioe Dae OF �� drawing no. 25 35 45 55 65 79- V 85f • • • • • • By lot., TRIBUTARY WIDTH - INCHES �jjJI,L, j S• ^1lan,;�a Prc or— oss��G� M95-13A (� ////III IAi`111`` sheet 2 of 5 ••• • • • • ••• • 1 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 130 2 ANCHORS TYPE 'BF' 1 20 110 100 a 90 ao 80 J 2 N 70 0 60 50 40 30 85 2 ANCHORS TYPE 'B' 130 3 3/8" kULUON Pµ 120 110 50-5/ 100 � 5 a 90 g 80 O 70 N O 60 50 40 1 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'C' 130 120 110 100 N a 90 I 80 J v 70 w 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) 2 ANCHORS TYPE 'BH' 130 120 110 100 a 90 I 0 80 J8 3/8' N ULUON VAN 0 70 N � 60 50 5 - 50 6 " 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 APPWC LE LS •NN:•HORS DIRECTLY Tp MEW STRUCTURES •• ••• •• • • • ••• PRODUCT REVISED - -.plyiM with the Floridaes 00. • • • • qwTip tB -0124. ob HO t LO�Ix CJJARTS o -t' Laoce E ' ANCARS AT-MCU ON UbS• A.—i ade P—Iml ••• • • • • ••• CLIP �ANCHORS 4 �/ 1• N VERncAL MULLION i O GLAZING PRODUCT GLAZING PRODUCT m s Z O r Z 3 ✓A ^ 7 a °0�0 � 0� O$ ��cuP � � > V4 W1 W2CHOR5 M �aoa8 NOPoZONTAL MULLION O 13 CUP ANCHORSµCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE m � ¢ OZ.,� d LL 2 0n GL AZING ' PRODU'1CT 3 \ µCHOR DETAIL /1 3 GLAZING GLAZING CLIP PRODUCT PRODUCT ANCHORS I MULLION SPAN I MULLION SPAN .E tr 0 Wry 1n a' c TYPICAL MULLION ARRANGEMENTS v p O F- o m 'O0 3 n WIDTH (W) = w1 + w2 z 2 3 0 o� n v C90< drow10 4 ANCHORS TYPE 'B' """„ILEm 100 to a 90 I 0 p 80 J Z M 70 0 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 80 z u 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) 100 N a 90 I p 80 z uS2 70 0 60 • \�L h"&\■ CDP ANCHORS CUP CANCHORS �. VERTICAL MULLION Z q Q F q GLAZING PRODUCT 3a D h F`w i• O J O IL WNW IIL G �CANCMORS 09`O W2 0 (+1 H 110 o 0ac°0 HORIZONTAL MULLION C d ARCHES TO BE -SCRIBED • 2 Q W n INSIDE RECTANCUXAR SHAPE LL tL ZOE q Jam< . Q wmi �' cLAzl PRO& 3 ANCHOR ETAIL /1 H 3 GLAZING GLAZING CLIP PRODUCT PRODUCE ANCHORS IP MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W7 + W2 2 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' APPLI9A@LE•TG•ANGHOgS DIRECTLY TO METAL STRUCTURES • • • • • • 00 000 :0 .0 0.0 PRODUCT REVISED a• csmplying wiM 16e Fbrida • • • • • Duildmg Code ANCHO.Z LOAD. MART $ •��` 4 ANCHORS AT- EjQ99- R`"' • • • • ••• • • • JCENBF . o i f � 7 2159 drawing no. Of M95-13A 2/4- 0 ULTRACON 1/ ANGLE zx2x 1/D' '9 ALUM ANGLE 14 S.M.S. —•. 2/ ANGLE a MULLION 10Y OR 20Y WOOD BUCK MULLION d' 2 x 2X 1/8' - ALUM ANGLE AN 2-5/8' LONG I d I I I I 1 I: I � � _ • 1.500 MAX. 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2" TUBE MULL MULLION- 2 I I I I I I x2x 1/8' I j ALUM ANGLE I I I I / 14 S.M.S. fir_ ____________�2/ ANGLE I 2' MINNOTCH ANGLES TO II I� MISS MARBLES SILL p II I OR TRIM n � II II • G •PRECAST CONC` d$ e SILL y' 1/4- DIA ULTRACON 1/ ANGLE a •.1/4* 0 ULTRACON 2/ ANGLE 2 X 2 x 1/1 ALUM ANGLE + / 14 S.M.S. - 2/ AN MUWON 1. OR 2. W000 BUCK -MULLION 2 X2x 1/8- ° ALUM ANGLE 2-5/8- LONG I I I I V 1 � z z I c4 I I I N O 1 • e 1.500 kw. d ' 2 SCREWS PER SIDE REQUIRED FOR 3' TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'•X2• TUBE MULL 4.V � NSTCH VOOD DUCK .TO ACCOMODATE .CLTP,ANGLE TO MASONRY Z q z0 • N 2 X 2 X Z ALUM ANGLE H W Z H C° d O c 10 14 S.M.S. _ — _ `-' n 3/ ANGLE 4 yNu Q; O G C___ _-/4ANGLE ULTRACON z V O» ----�--- -- O a O a 4 O N N'0 O MUWONd • 1O CONCRETE OR MASONRY BLOCKS 502 j OtoQ j Q w 112 O � 75 N U C n MUWON 2x2x 1/8- gLUM ANGLE � 0) v> 3-5/8' LONG 0 n •• E O w Of --- E ¢ V N C I O F N p O O c! 0 3 L Z h I - n I _ U C) < t% 1.500 MAX. oB 3 SCREWS PER SIDE REQUIRED FOR ; p cl 4' & 6" TUBE MULLIONS PRODUCT REVISED a0 GOW9Ym6 wM dw Fkrid■ • • • • • • • • • • • • Buildmg Code Acx�roOce No / - D/.. .. . • • • • • . . • • • • • • r4fg('anrpt" • • • • ••• • pil -f % i i )P•• GEN - i TA OF !(Y�� dr awing no. MULLION CUP MULLION ° d/4' 0 ULTRACON 1/ ANGLE a A n I 18Y OR 2BY WOOD BUCK a a i 1 1 MULLION -------------- I 1 I 1 1 I I I I I I I 11'---------------a I II II NOTCH CUPS TO II II MISS MARBLE SILL 11 OR TRIM II II a. PRECAST CONC. c \I 8 SILL' a 1/4- OIA. ULTRACON / ANGLE a e1/4' 0 ULTRACON MULLION CUP 2/ ANGLE ° q . _ (Lzzzzzz MULLION 1BY OR 20Y MULLION WOOD BUCK I I I I I I I � I I i G I I I I N I I O I I I I Gd d - V.V NOTCH WOOD BUCK . TO ACCOMODATE CLW .ANGLE TO MASONRY Z q O Oh qq J n m`•o° 0IL 0 H 71/4*LTRACON O jy r2/ v s---=--- ANGLE $ i O > "1 a mo a ro - -- 0loo 0 13 trc 0 r itm5,a MULLION .a. m y _ p LL ? 3r CONCRETE OR MASONRY BLOCKS Q w pyi f I � c 75 � U i C n J % o E O� {- n l l ----r-r----- •E F- I a c r SN o I I 04 N ; NM'o O M n m I 1 SZ i CZ�r� I I U O o I I O � I I N I I ° � U SEE SHEET 1 FOR APPLICABLE MULLION CUP TO 1BY OR 26Y TUBE MULLIONS AND FOR FABRICATION OPTIONS OF M48 N QL1P6 • • • • • • • PRODUCT REVISED • • • • • as -,Wymg with SM 1•bwb • • • • • • • BudJ, Code t�8}—0129.�108 fti�ootsxi)ate • • • • • 'KT • • • • • • • • • • MV-d e Product C�xKrr ATE OF �!/�� drawing no. S FZORIDA;••'• �� M95-13A '��YY/ 01, AL (sheet 4.1 of 5 C WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE REV. FOR SPACING TYPE 'A'— 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'--1,/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'— 1/4" Dkk ULTRACON BY 'ELCO(Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 18Y BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'— 1/4" DIA. ULTRACON BY 'ELCO' (F-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 = 3" PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. ACCESS HOLE 2 OR 4 ANCHORS TYPE 'C' METAL STRUCTURE SEE SHEETS 3 & 3.1 OR FOR CAPACITY TUBE MULLION -------------- THIS SCREW CAN BE_,,' INSTALLED IN EITHER T J. I I I I I I I I \ #14 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MULLIONDIRECTION 2 PER CUP AT LARGER MULLIONS I I I 1/8" THICK ALUM CHANNEL i —MULLION 1BY OR 2BY TUBES LENGTH TO FIT SNUG I I INTO MULLION I I ANCHORS DETAIL #1 METAL TO METAL CONNECTION •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• PRODUCE' REV1SSD m complyug with dw Florida ••• •:• ••: vl dc ••• •• NN1utg-oIZ4. ti • • �1 Product • • • a . c CoWq(' ••• • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • • • • ••• •• •• • • AN i � c ��•' o�NSF•••,• i � �a 70592 ir- '•, OF [y40� drawing no. 1OP.�G`' M95-13A COUNTY DEPARTMENT OF �6iAx BOARD ODE, � N ICE OF ACCEPTA 4ffGI WINDOWS and DOORS, 10100 NW 25 Street Miami, FL 33172 ECONOMIC RESOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: This NOA is bei ' ued under the applicable rules and regulations governing the use of construction materials. The ion submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 0009 This product is approved as described herein, and has been designed to comply with the Flo#ida Building fade, ...... including the High Velocity Hurr' . • -DIES__C_R__1PTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforce*!! is — L.N0. • • •' • Rev O, titled Series "150 Sentinel Aluabiuum Slida Gla !%*% •••': Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corpor' 0/10 and laatr�ised e O5, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product CdV(5tRevisj(5tlSta np ••*•• with the Notice of Acceptance number and Revision date by the Miami —Dade County Prodtidt Control Settibti. • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • . . . . ...... Limitations: ...... 1. Pocket wall is not part of this approval and to be reviewed by AHJ. • • .. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max 04mble panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed''/z" at Head/jambs & %" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 90' & 135° exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-1011.18 and consists of this page 1 and evidence pages E-1, E-2 & E-13 a well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. CMIAWMADEUNTY NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets.& 135' and 90' corners, prepared by Architectural Testing, Inc., Test Report No. D�50;IQ1-456•1.8 -dated • • • • • • 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submfttedtinder.Ate#J5- ...... •, .. . ...... 0619.06) • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... .. ; • • • •; 2) Uniform Static Air Pressure Test, Loading per FIIC-T S 201A. •' ..... 3) Water Resistance Test, per FBC, TAS 202-94 • •; • •; * • • • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201-940 0 5) Cyclic Wind Pressure Loading per FBC, TAS 20j*W: • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202.94 . :""' . along with marked —up drawings and installation diagram of 6-panels Alum 964) iv/ Pofkos-& 0XXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W &4W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & seal d by Ram sh Patel, P. E. shaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E - 1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 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 Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16). . • • • •. . . .... ...... C. CALCULATIONS • • • • • • • • ...... 1. Anchor verification calculations and structural analysis, conformance to' t blAplying with FBC-....: 2010 and with FBC 5th Edition (2014), prepared by Al—Farooq Corporation,' dated M22116, ' .... . .. ..... 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)... • • :*Go*: .. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 511 Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. I haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-2 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED WTV-1I�_C 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., 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, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. • . . .... ...... 2. New Evidence submitted. • ...... .. . ...... A. DRAWINGS • • • • • • • 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sli,di$J'Glass Vcio?' • sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05f�Y1 JQ and 1qj�> evised* * * *"• on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. 000000 00000. • • • • • • B. TESTS """ • . . . 1. None. •••••• ...... •• • . •• • • C. CALCULATIONS "" 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6th edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-3 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. • INSTRUCTIONS: • • •00 • • • • • USE CHARTS AS•FOLLOWi • • • • • • • • • STEP 1 DETERMINE DCSIRN WIA'kAD REOLRREME* BASL& • •• ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GN•S TWO •ND REINFORCING T(b SSE. • • STEP 3 USING CWVS ON WEET 15 SGLEC; ANCIpR OPTION• • • WITH DE%GN •ATING•MORE•THA16 DF6 1GN•LOAD SFfCIFIE$ • • IN STEP • AWVE. • • • • • ! • • • • • . • • STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. • • •wnuc f REVMW - mp'*g -ith dw R.' t kmMne Cade AmeptAsce No 'T-(Z( • gel stet Curd �lO LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT It MAR 0 5 2018 / I$82 V drawing no. W10-31 IP ••• • • • ••• • • �"1 z mw �z 3 TRACK JAMB ANCHORS g• 3• (8) ANCHORS IF CLUSTER SHOWN FLU- 3 1� M m m 3 TRACK Z "+ HEAD ANCHORS 0 n 282 13/16' MAX. DOOR FRAME WIDTH IL U N a • o 48 1/8" ANCHORS IN PAIRS 2, 3 RHEAD ANC4 PAIRS HEAD/HORS 14" IJSILL C ` U AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 � µwt NOM. PANEL WIDTH AT 3' O.C. 6' MAX. w 0 C FALSE MUNTIN SEE CHART ON SHEET 15 HEAD/SILL 0 N n u OPTIONAL /{ c E FOR CAPACITY CORNERS a C m ---- --- C a o a S CQI�rx REINFORCING I Q w AT INTERLOCKS j IL 2 i OPTIONAL I J O'pQ SEE SHEET 13 FOR CAPACITY M 2 1/8ti c+ .L. Opq; 42 1 8" I C C3 _ I I 2 POINT / m e __------- SINGLE LOCK D.L. OPG. ¢ o n= 0 li it SEE SHEET 24 S n FOR DESCRIPTION z I z W a ====1 -___ / /- /• /• F z m OEan Of Jr- a a �✓ a o w Lu I io m V) r---, a a a °F=- � II II WJ = I t 3 NM 0 M a ]cm l •� B D F all G Z `` 3p o p J g CD p a J ' / POCKET JAMB F O SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS 48 1/8` 4B 1/8" (SEE SHEET 6, 8, 11 h 12 KET (6) ANCHORS AT STILE ENDS INTO CONC.� AT 3' O.C. PANEL WIDTH pgp1EL WIDTH S DETAIL M ON JAMB ANCHORS SHEET 23 ) (SEE SHEET 23 FOR G CLUSTER SHOWN SEE CHART ON SHEET 15 TYP. INSTALLATION) FOR CAPACITY s $ •RODUCITREVISFO u r oo•plyYq wily IYt Flni4TYP 3 TRACK m u o o ' SILL ANCHORS AAmpt.-N. (7-f2I V-20 B Jill D 1111 F • ••• • • • • • a • • •v s • • �S Prui•o1 Ca•Y� `o_on - g• I g• g• � d 8" 8' �i B' • • • • • 8• g` • • • B' B" (1) WEEP CLUSTER (2) WEEP CLUSIER (z) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP aLSIFR (z) WEEP CLUSTER `111 t11111ii� (1) WEEP CLUSTER ."JPO o *TESTED • \/ LOT • • • • . • • ,. • : MAR i=o N4 2 Irz - a= • R.I. OP ING • w • • t • .R • D.L.O HEIGHT = DOA FRAM HEIGHT -� '� '•'.•oR1o1;.•' A� ��l/\ drowing no. W10-31 WIDTH NOM. PANEL WIDTH OAIAL LNG` PANEL HEIGHT DOOR FRAME HEIGHT61 3/16' 11111111WW sheet 2 of 2$ ••• • • • ••• • • \ IZ n � FALSE MUNTIN OPTIONAL SEE SHEETS 1 13/16" 17, 19 & 21 MIN. FOR FIX. PANEL ATTACHMENT N mw 2 TRACKII -INZ JAMB ANCHORS ANCHORS STER SHOWN 190 9/16" MAX. DOOR FRAME WIDTH ANCHORS IN PAIRS HEAD ANCHORS 14" MAX' HEAD/SILL AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS Z STILE ENDS SEE SHEET AT 3" O.C. C SEE CHART ON SHEET 15 FOR CAPACITY 1 G1 ii H C �I I� In . �I I� _ I ,Ii ii 2 POINT SINGLE LOCK SEE SHEET 24 n =\� o ii FOR DESCRIPTION N J O � I I op II /, II �I I� fir'' II II II II w REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY 42 1 /8" 42 1 /8" ).L OPG. D.L. OPG. SILL TYPE B2 ANCHORS 48 1/8" 2, 3 OR 4 PAIRS 48 1/8" AT STILE ENDS ` PANEL WIDTH PANEL WIDTH AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 2 TRACK HEAD ANCHORS POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS •• ••• • • • • • •• i i ••i i i i i B1 D1 0) m arRlm u) wsv mrslu (n rvs ausRx lz) rr:e ausm In,.rr auslu .. .•• . •• (TESTED UNIT) • • •. • • •. • •. • TYPICAL ELEVATION • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ta vuCI a °°R'MYirt w �e►I rr lorW Mid01Rr CRd. ARR4rr:Rce NR��1'�1 %r:plrRliRR lyre �'� � G ` k- rdw C D.L. OPENING D.L.O HEIGHT = DOOR FRAME HEIGHT — 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH — 6" PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16" `\``�111111�ILIrrr' ' o v m o '> �' c `o o = o o 00 � O MAR 0 5 2018 o n ` 70592 � u �' o �• ?�OF ; �� d�,rlowing no. 6" 3' �{ I TMP' (8) ANCHORS CLUSTER SHOWN------_, (SEE SHEET 22) / 1 (8) ANCHORS `CLUSTER SHOWN m 14" EXTERIOR EXTERIOR 3 TRACK 0 h 149 5/16" 146 9/16- 97 3/4- HEAD ANCHORS 17 w m FALSE MUNTIN— OPTIONAL 48 �I NOM. Po ANCHORS IN PAIRS AT HEAD/SILL/JAMBS M li H it II H 0 2 1/8p 2 x e u I I.L OPOI =T====7== II O 0 a a II II II II II II � <ud, B D F x HEAD ANCHORS 14' MAX. 2, 3 OR 4 PAIRS HEAD/SILT AT STILE ENDS SEE SHEET AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY I I\1 REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY 2 POINT DOUBLE LOCH S SEE SHEET 2 FOR DESCRIPTION 42 1/8" D.L. OPG. n O// pz0 2 DOOR FRAME WIDTH HEAD ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS 6" MAX. SEE CHART ON SHEET 15 HEAD FOR CAPACITY SILL CORNERS 2 POINT DOUBLE LOCKS SEE SHEET 24 FOR DESCRIPTION 9 io 42 1/8- D.L. OPG. a 2 V U N POCKET F't`—_ SILL TYPE B2 ANCHORS 11 — 48 t/8' 48 1 8" JAMB ANCHORS SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS 48 1/8" 48 1/8' /� 2 OR 4 PAIRS �` AT STILE _ENDS PANEL WIDTH PANEL WIDTH PANEL WIDTH N O AT CORNER STILE ENDS. PANEL WIDTH c> 3 TRACK SEE CHART FOR SHEET 15 AT 3 O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEEP 15 FOR CAPACITY I m 6' 14" 3' (4) ANCHORS /j EXTERIOR EXTERIOR MAX. TYP. CLUSTER SHOWN) CLUSTER SHOWN SILL ANCHORS (SEE SHEET 22) (TESTED UNIT) •• ••• • • • • • •• TYPICAL ELEVATION • • • • • • • • • •• • • • • ••• • • • • • • • • DUCIItEVI6yD • • • • • • • • • • •W kmdin GPM•[-il► the FlWilb CYnM `7111111111 AoYeptance No 11 MAR 0!1 5 ,`��_ ..•.... EiyiYY4fa•Gate '' 11 (r I/ 9A1R CEN . . �O • • j • • • r Mbr- P. C• " • • • • • • • • • • • • - /�� ATE � : `��6u` ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . of •I Y n 0 drawing no. W10-31 • XXX (SHOWN) OXX XXO XXX (REVERSE) XXXXXX (SHOWN) OXXXXO DOOR FRAME WIDTH H K O II O II EXTERIOR NON-REINF. INTERLOCKS SFF rHART nN CHFFT II NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 Ir FRAME WIDTH /L] THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. �Y U o 3 m DOORS USING 90' & 135' CORNER STILES pFOR „ a LIMIT MAX. DESIGN LOADS TO t60.0 PSF " m Q f Z N oN`� i " O wNw OG�� ro � a o o to¢8gp UW1N Wg a�pp�„ LLZm_� J Om J Q�mid SUN �a. a 1ZY CUHNEN OLIML -PON SHEET 22 OPTIONAL IN LIEU OF J1 XXXXXX (SHOWN) © I EXTERIOR XXXXXO (SHOWN) OXXXXO 90• CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J /p I PANEL WIDTH 1ZY CUHNEN OLIML -PON SHEET 22 OPTIONAL IN LIEU OF J1 XXXXXX (SHOWN) © I EXTERIOR XXXXXO (SHOWN) OXXXXO 90• CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J /p I PANEL WIDTH O d O C 0 O ri " ow S N C _ will © © © FRIDIDUCfREVIISIM SEE CHART ON SHEET 13 A—ptmutNo 17-IZIP. O W u � � EXTERIOR •• � g• • • •• I I I I I I I o 1 5' CORNER 0' CORNERDDETaNL 'P' ON SHEETL '0' ON SHEET222 NON-REINF. INTERLOCKS T i� o OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 NOTE: •• ••• • ••• • • APPROVED CONFIGURATIONS j MAR p 5 yp�g -_ = a 1. CONFIGURATIONS SHOWII 4FOR ILZIST 0 P P S 0 Y. • • • -O _- 0 NON -POCKETED DOORS (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON NE40RCMIS OR REMFORCM DCSIGN `%S%URt%SEE SHEET 13. 'Q'•. TE OF :•�; drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS .� 3. FOR ANCHOR DETAILS Slit SHEE?S 15 THRU 23. • %t`'s'� oR10�;.'•(��a°: W10-31 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. IIIIIII I1I1�` sheet 5 of 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR. FRAM I I I H L I IH 0 y a � OC- I o I M PXXX(SHOWN) XXXP DOOR FRAME WIDTH i I H J H I0 IU H H is � 10 m O h � y ! UaI � � p 1 MI__M � I I I 1 L PXXXXXXP (SHOWN) -J DOOR FRAME WIDTH -- L 1 I I H J H I 1Y, H H 1 O 1 M K o PXXXXXX(SHOWN) XXXXXXP PXXXXXO(SHOWN) OXXXXXP DOOR FRAME WIDTH ANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 r - I I I� l I 10y la I 1 F- I� lY to la L_ I Q O E RIOR O �© 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NON- REINF. INTERLOCKS SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF r-- 1 I I� u to la I I I I L_ O O EXTERIOR O O UCfPIEmtr. 90' CORNER DETAIL '0' ON SHEEP 22 O PANEL WIDTH O �DUCCREVi6'Pp O POCKET CAVITY NOT O CGI 135' CORNER DETAIL 'P' ON SHEET 22 kds.- a F7aallia NOT PART OF THIS NOA OPTIONAL IIII N UEU OF J A,,t... N. ( ^ L/b'• ZQ DOOR FRAME WIDTH EM1nt1.• Date w NON-REINF. INTERLOCKS r I /r cEc ruelrr nu cucc r � r E 10 0 la I NEL WIDTH .q_ APPROVED CONFIGURATIONS i 0 CUKNLK ULUOL 'P' ON SHEET 22 OPTIONAL IN UEU OF J POCKETED DOORS (NON -REINFORCED SHOWN) NOTE: •• ••• • ••• • • SEE SHEEP 13 FOR Op AND REINFORCING OPTIONS • • • • • • • • • 1. CONFIGURATIONS SHOWN j'QRR ILLUSTRATION PUR►OSE5' ONLY. • • • • MAR 0 5 1018 THREE (3) TRACKS 2. FOR APPLICABLE NON RE:VtCED:(yR AINCORGED:)E%GN•PRHSStlRE�P SEt SHEET 13. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE6HEETS•15 THRU h. AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iNSF'• ;'V I I I �ymmu Oh m h Q M T H W Z m C IL w{IuV HOC o G 'w V O M Omm IL0G g d a W 7 LL h �K0--0 Q W M f F drawing no. W10-31 DOOR rx K1 w H i w S 0 ct 0 XO (SHOWN) OX XX OXO (SHOWN) OXO (REVERSE) MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 73 K1 O EXTERIOR ct t /R X 3/4- SMS 90' CORNER DETAIL '0' ON SHEET 22 v 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Jl OXXO XX XX (SIMILAR) APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED F-LU CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 1471 �WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 o ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES :,I.- 190LIMIT MAX. DESIGN LOADS TO ±60.0 PSF CL Ir OGw'� M Opaca �p Q �Z�N W 0 H (y N : o 3 fqmf e zA5 Qwmik' O J U p C 1 J 0 0 n m Q W Of � C O N U rt n � 3 N cZ� 30_ REINF. INTERLOCKS SEE CHART ON SHEET 13 aft.nw al ►RODUC f Rrm" t• m-p(yi.g with the Flod& btddia2 Cade Aasptwe Ne (% �?LQ• ZO rAoraaea Date o lYti Ot � v v • • • • • •L;• • • U 90' CORNER DEr4;Lo'O' 06 •HFET 22• • • • • • • 135' CORNER DETAIL 'P' ON SHEET 22 `�71L�7t1•�t OPTIONAL IN LIEU OF Jl LIAR 5 NOTE: • • • • • • • • p 201E 1. CONFIGURATIONS SH(aft FOR /LLUSTRAMN rUTtSES QNL% • : : _ � 2. FOR APPLICABLE NOa ROINFOtF.D OR GEINFORCED•DESIGNO PASAV SEE SHEET 13. STA 3. FOR ANCHOR DETAILS SEE SHEETS 15 TAU 23. • • .fit S+s••... 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �4r �DA or • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 I �� drawing no. W10-31 �` sheet 7 of 2$ DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA DOOR FRAME WIDTH I W I IF I Ci 11.1 IY • IY K la m0 O O a K1 0 ---- O EXTERIOR K7 PX (SHOWN) XP DOORvI 1 � I I 1 I Jt I y Y U O UII a la b al I I 00 I M M 0 I L I __-- PXXP ----, DOOR FRAME WIDTH PXXXXP DOOR FRAME WIDTH r- I � H H I J j0 o- I 8 I M 1 O I DOORFRAME �W. r-- L I I I I H I • U IY IU m0 Ia o- I ` PXX (SHOWN) XXP DOOR FRAME WIDTH I I I ix �I U UI Io la a I 1 O EXTERIOR J1 OM 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 r �I I� UU ofI Io aI la I I I L__ DOOR FRAME WIDTH NON-REI NF. INTERLOCKS SEE CHART ON SHEET 13 `J Ll 90' CORNER DETAIL '0' ON SHEET 22 136 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAMF WIDTH DOOR FRAME WIDTH �� NON -REIN F. INTERLOCKS SEE CHART ON SHEET 13 • n IQ VYV o 0 O EXTERIOR O L1 0 t m LL � n O WI•~1 ro aKK g THIS APPROVAL QUALIFIES DOORS WITH APPROVED O a o o ti CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �•00 N WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Q w mz �' 6 ARE PRESENT. Z 0 _ o FOR DOORS USING 90' & 135' CORNER STILES J m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Q w m i k' NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. v v NON-REINF. INTERLOCKS CHART ON SHEET 13 •RODUC t REVOM kmd q NCH wiN at r4dit Fvi ti- why -� POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. --- U EXTERIOR" li PXXXX (SHOWN) 90' CORNER DETAIL '0' ON SHEET 22 1' JCEN PXXXO 135' CORNER DETAIL 'P' ON SHEET 22 � IXXXXP OPTIONAL IN LIEU OF J q. T soxxxP .. . . . .. MAR 0 52018 * �r l a .• . APPROVED CONFIGURATIONS • • • • • • • • • • • Ir=— POCKETED DOORS (NON -REINFORCED SHOWN) • • • : • • •. . •. • • • . •. �/ y5'ATQ (u�� drawing no. SEE SHEET 13 FOR DP AND REINFORCING OPTIONS �,;��.Rz�C9� W10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •RODUC t REVOM kmd q NCH wiN at r4dit Fvi ti- why -� POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. --- U EXTERIOR" li PXXXX (SHOWN) 90' CORNER DETAIL '0' ON SHEET 22 1' JCEN PXXXO 135' CORNER DETAIL 'P' ON SHEET 22 � IXXXXP OPTIONAL IN LIEU OF J q. T soxxxP .. . . . .. MAR 0 52018 * �r l a .• . APPROVED CONFIGURATIONS • • • • • • • • • • • Ir=— POCKETED DOORS (NON -REINFORCED SHOWN) • • • : • • •. . •. • • • . •. �/ y5'ATQ (u�� drawing no. SEE SHEET 13 FOR DP AND REINFORCING OPTIONS �,;��.Rz�C9� W10-31 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH c K 0 0 �" Lz H� H b o- XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) FRAME WIDTH _01-0 I�M XXXXXXXX (SHOWN) OXXXXXXO WIDTH G2 O EXTERIOR Q APPROVED CONFIGURATIONc_ NON -PO KET D DOOR G (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS NON-REINF. INTERLOCKS SEE CHART ON S(i�ET 13 IN ME U THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS A4 n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y I 0 ARE PRESENT. Z FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO t60.0 PS F HZ "' T Qf 2n �� al O IL " I O O N m n � f a O CIrzo awm�„ 2pNp_ m J zAsd Qwmi� O i U � C n ka Lh G o La La x C !n z 3, 04 NON-REINF. INTERLOCKS I SEE CHART ON EET 13 al O M 3 n C Z J 3 o �.5 U . R�-nx, 9O CORNER DETAIL '0' ON SHEET 22 �- NOM. PANEL WIDTH 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 • •• • • • • ••• • •• ••• • ••• • • NOTE: • • • • • • • • • 1. CONFIGURATIONS SHt &. OR :-LUS"N �UfjPOSES eNLY• • • ••• 2. FOR APPLICABLE NOM RNINFORC[D OR fkE�4tORCVDESIGIf e1`ESSLQES SEE SHEET 13 3. FOR ANCHOR DETAILS %EE SHIETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •RODUCCREVW" u m pl*g with the nod& binding Code Amept-ee No 1 i--12/X -2V E�pinti- Date hfaar' R.cfr rdaT g 0 . P aR.... •�,(yyap_ 1'I1D1R )J'� EN MgD� 5 Aaze'•'?p 70592 TEOF drawing no.10 I10 0 XXXXXXXX (SHOWN) OXXXXXXO DOOR FRAME WIDTH _lmm XXXXXXXO (SHOWN) OXXXXXXO NOM. PANEL WIDTH NON-REINF. INTERLOCKS FL U 5 U THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS A! n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o A z h ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES 3 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF zH " N of z� a O��`^ �� w O�Wam V � � OaaOo A 0+a�-- Q Wm� N Zm_ o JmQJ Q �W mm2 J_ _J 0 N S C M C � L � 0 M H V ~ C !n EXTERIOR H H G o x N o 901 CORNER DETAIL '0' ON SHEET 22 N i i +RODUC C REVIiBY N m OPTIONAL CORNER DETAIL 'P ON SHEEP 22 0 M OPTONAL IN LIEU OF J r �WYr•F �nr4 Ue RIMYe p • M n i(YldtOt QOAO w N Auceph�ce No ii-1 Z11Y'ZG E c Z� 6.pdna•. Ogre 4�2 J� Ci 3 0 0 O G L 0 9V_CER Dj<fAL • • • • • 13 C NE N p :O i • I • E •OF • • • •• • • • • •00 • W O � P MAR p g \``1Un UUiirr o P`! ",AN, NOTE: • • • • • • • • • _ , 7 APPROVED ,O IGU RATIONS 1. CONFIGURATIONS SHOWN F(�i2•ILLU�TRATIQN pURaOSGS ONL`. •.• • • __ J �` 0 NON —POCKETED DOORS (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON REINF(%CED" REINf L•EDIDAN PRt ORES GEE SHEET 13. •�� / SEE SHEEP 13 FOR Dp AND REINFORCING OPTIONS • • .•� 8(fATE OF 1p�� drawing no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. p"!1D�'••G�� Wl0-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ,�r�Al1��`` sheet 1pof 2g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH -- L � I w 1 ly U H IUqV / I I 0o I M I PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH NOM PANEL WIDTH I NON-REINF, INTERLOCKS SEE CHART ON S El 13 r-- I i I 1� IY 0 I la I I I I 1 \J LJ tXItHIUH U DOOR FRAME WIDTH r- s I w I ! K O a o I O I M O I I H H J H H H H M NON- REINF. INTERLOCKS SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED V CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 11• n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. PIL, FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 W ` arLj OU IL O �Hm CiOW'i 0 0 CMg It rc J Q W z 4 N 0Wf Q zWOR O J U c _ m O n S Of .H C � O�No N r7 cd 3 Z Li € 3Z`o IO g (J < L PXXXXXXXXP (SHOWN) J L �" U Q RIO V OM 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 'Wouc IT REVI•BD as a vjyimi with the R1Mif4, CoOo _ 12 --'Zo 1.A.0 No ( P-x AxePu�cc E�,pratM pNc � • • • • • • • • • • • • ha"W O4+ Pam" .. ... . • .. MAR 2018 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. NOTE: 0 •• ••• • ••• • • 1. CONFIGURATIONS 518V FO: ILLVTF4TIC: P419POSEJ O%YT 2. FOR APPLICABLE I'ONMiEINF✓D•CED OR RLANFISRCCD DESA14ftEtWRES SEE SHEET 13. 3. FOR ANCHOR DETAILS! SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • • • • • • • • • • ••• • • • ••• • • r; N.17 OC e-4 I ATE OF Lailu:! drawing no. W10-31 • DOOR FRAME WIDTH L I a lY K iOmO a la 0 I M I ILI IC) i, le, PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY NOT PART OF THIS PXXXXXXXO (SHOWN) APPROVED CONFIGURATIONS PO KET D DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR_(4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. O THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �v WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y ARE PRESENT. • FOR DOORS USING 90' & 135' CORNER STILES z a m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF " H w Q n 5 n Q'0o�o O UNm V 0 m m 0 IL 0 O hy� ZJ Y v U C 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J U U @ 0 EXTERIOR OH 90' CORNER DETAIL '0' ON SHEET 22 • • • • • • • • 635' FORNE• •ETAX 'P' ON SHEET 22 • • • • • • QPTII dN UEU OF J • •• • • • • ••• • •• ••• •• • • • •• NOTE: •• ••• • • a ••• • • 1. CONFIGURATIL•N6 SHOVMJ FOR ILLOUS1RATI0R PURPOSES WON Cl. • 2. FOR APPLICAZLE�:_NON%INFORCED pR RE11FORCE.DE&IGIIPRESSURES SEE SHEET 13. •LI 3. FOR ANCHOR IJAILS SEE SHEETS 15 TAU 23. • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •RODVC f REV19M "a plying with the R eAk Acerptaace No 17-/2 (�"Zp MAR p5 -I 3502 W W f F drawing no. Y, W10-31 GLASS CAPACITY CHARTS V M 0 Z ym J FEW y q G ro I 2 N i O0`p O NOM. PANEL WIDTH _ I CL q 1Y P N 1OI.. LL U YUIn a C E M NOM. PANEL WIDTH Q d G G H d�rc �0O aW�LL� �ZN_m J�may� Q W 01 F F NOM. PANEL WIDTH O 3 N U O C S - n L N NOM. PANEL WIDTH z O w n 0 W 25 C N o 10 N N O M d �3 APPLICABLE FBC EGRESS C Z REQUIREMENTS TO BE rn 3 O o REVIEWED BY AHJ. �n O " g (� p Q J U k O RtODAC P REVjp coaplYtos with the Fb," G G bM18ing Code w w Acceptaere No 1 - /Z-f - 20 C�pi*rot(w Oue s.lriti `€�� y i d w NOTE: e GLASS CAPACITIES ON THIS SHEET ARE EB • Ee. •• • • • • • •• o own Ho • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) _ • • • • • • • AND FLORIDA BUILDING COMMISSION m 0 o • • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • 4 • • • • • • • • ll ll%Itlllll/Fr o VCENQt. •'. I \ JLJLl • • • • • • • • - 't • • • • • • • • • • • �� O 1 • • • • • • • • �� drawing no. 0 •.• TATE OF �(/� SILL RISER ITEMS EB OR E8.1 ARE REQMIRED FIN LOADS '��S••.!`2omo�.`G�; H/10-31 INTERLOCKS INTERLOCKS ABOVE +60.0 PSF ONLY. �77rS�0NAl. �� sheet 13 of 28 W 0 ItEINF. WITH REINF. 1111111111 DESIGN LOAD CAPACITY -PSF (GLASS) NOM. PNIEL WO1N DOOR FRAME NUMBER OF PANES GLASS TYPES 'A' h 'Al' GLASS TYPES R. & 11311 INTERLOCKS W/0 REINP. INTERLOCKS 1/1TA REA4F. EXT.(+) INT.(-) E7R.t+) ItlT.(-) 24-1/B 30-1/8 4 - 48-1/B 54-i/B ® 10 B0.0 fi0.0 80.0 80.0 10 80.0 60.0 80.0 80.0 t0 60. fi0.0 80.0 B0.0 10 60.0 60.0 80.0 80.0 10 60.0 80.0 80.0 80.0 9 SJ.3 57.3 71.1 71.1 24-1/B 30-1/B 38-1/B 42-1/B 48-1/8 54-1/B B4 70 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 80.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 80.0 80.0 80.0 80.0 9 SJ.3 53.3 71.1 71.1 24-1/B JO-1/8 76-1/8 42-1 /8 48-1/8 90 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 B0.0 10 80.0 80.0 80.0 80.0 10 60.0 60.0 B0.0 80.0 9 60.0 60.0 80.0 80.0 24-1/B 30-i/e 36-1/e 42-1/B 48-1/B 96 10 60.0 fi0.0 80.0 80.0 10 60.0 B0.0 80.0 80.0 10 60.0 60.0 60.0 80.0 10 60.0 80.0 80.0 80.0 9 60.0 60.0 00.0 80.0 CLASS TYPES 'A', 'H'. Al', 'H1' INTERLOCKS WITH RIINF. 24-1/B 30-1/8 38-i/8B0.060.042-i/B10260.060.04B-i/80.0E5444 54-i/8 - - 60.0 60.0 --60.060.0 011-01 - 54.4 24-1/1060.0JO-11060.0}6-1/B1060.042-1/B10B1060.048-1/B1080.0SJ-1/B954.4 24-1/B 30-1 /8 36-1/B 42-1/8 48-1/8 114 10 - - 60.0 80.0 10 - 80.0 60.0 10 - - 80.0 60.0 10 - - 60.0 60.0 9 - - 60.0 60.0 2a-t/8 30-1/B }6-1/B 42-1/B 48-1/B 120 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 60.0 60.0 9 - 60.0 60.0 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16" ANN. GLASS 0 aflez CP WithE�Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos 3/8" AIR SPACE By Kuraray America, Inc.' OBy R 090' Interlayer 3/16" TEMP. GLASS Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 z M1 KS O a. TS ON S O [raj17/16- 36' a 8535 U'A' 3/16" HEAT STREWD GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer 3/8• AIR SPACE SentryGlos By 'Kuraray Americo, Inc.' OR .090" Interlayer 3/16" TEMP. GLASS Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 m DOW CORNING 899 ? DOW CORNING 995 i M1 SETTING BLOCKS m .I AT 1/4 POINTS ON UTES I' li WIDER THAN 36" a EPDM a O DUROMETER BStS p WW E. SC X W W GLASS TYPE 'H' 7/16" OVERALL LAM. GLASS GLAZING OPTIONS 6" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlos OBy R Kuraray America, Inc.' .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 12GO DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR II II ij DURASEAL BY 'QUANDC OR SUPER SPACER BY 'OUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPOM DUROMETER 85±5 GLASS TYPE 'Al 1" OVERALL INSUL. LAM. GLASS — 3/16" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090• Interloyer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' OR .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 M1 I. •• • E EF' ACrF? • li • •• j� • S T f""'fl • • • 0 • Ij i 0JRAE: L $Y AUANIEX o • • • • • • PER SPACER BY 'QUANEX' 1 SETTING BLOCKS AT 1/4 POINTS ALL SIZES DWOMETER 0529 • • • • • •• • • • • • • • • 'HIIL• ' • • • • • • • • • GLASS TYP! • • • • • • • • • • 1" OVERALL INSUL LAL� GLASS• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F�04 fu Z q� O- 2 � a. �. 00`0 O �d n X O Ei O 8 'a - c%p M O M C aco O'a�a Q z ti W v LL N LLiN JZMS_j Q W01f 9 U Q C L z 00 w H � � � C to v) H 3 N rt `j M n 6 3 C) n H omv 0 — M •AODUCCDEVOW ~Yin tbg Full baMin= C•is Accept+sae Ns t%�_ Eapirslae O.re a / •... r � _ a t L. ^ I— m' Ry1, —Uct k:04 s4 �\ IN.A �i o MAR p �P�SFo / STATE OF F drawing no. 10 TYPICAL ANCHORS 3 KSI IN CLUSTERS CONCRETE AT MTG. STILE .& INTERLOCK ENDS EDGE DIST.4, .SEE CHART F'GR. QUAIATJTIBS 5 ' I ANCHOR TYPE A INTO 29Y WOOD BUCKS OR WOOD STRUCTURES TYPICAL ANCHORS TYPICAL ANCHORS ��lj 2BYWOOD BUCKS IN CLUSTERS VIN CLUSTERS TYPICAL ANCHORSSEE NOTE SHEET 1 AT MTG. STILE in& INTERLOCK ENDS AT MTG. STILE IN CLUSTERSMETAL STRUCTURES1 3 KSI SEE CHART 1BY WOOD BUCKS & INTERLOCK ENDS AT MTG. STILE SEE SPEC BELOW 0 CONCRETE SEE NOTE SHEET 1 SEE CHART & INTERLOCK ENDS FOR QUANTITIES ao 3 FOR QUANTITIES SEE CHART Z EDG DIST. - 3 5/.8'. FOR QUANTITIES F q Z Z a IT V EDGE 61ST. '3 .5/8" i I 3 KSI CONCRETEI HEDGE 3 5/8" f 2 n a DIST. o c0.1 0 ,,, N97U7Wl V C W 3 o Z= W Z X Z W X?- o? y911 <v �N y�i ss 3 mi V oil? DESIGN LOAD CAPACITY - PSP (ANCHORS) NOM PANEL WIDTH -ES OR EO HEIGHT NCHES HEAD ANCHORS (TYPE A. R & C) SILL ANCHORS (TYPE 112) CLUSTER AT SOLE/INTERLOCK ENOS CLUSTER AT SflLONTERLOCK ENDS 4 EXT.(+) INT.(-) 8 EJR.(+) TNT. - 8 EXT.(+) INi. - 4 EXT.(+) TNT. - 8 EXT.(+) INi. -) a EXT.(+) INT.-) 24-1 /8 30-1/8 38-1/8 42-1/8 48-1/8 54-1/8 82 80.0 80.0 80.0 - - Bo.o - - 110.0 - - 75.2 80.0 - 72.4 80.0 - 68.7 BO.O - 66.8 80.0 - 63.4 80.0 - 62.8 71.1 59.5 71.1 71.1 24-1/B 30-1/8 36-1/B 42-1/8 48-1/e 54-1/8 84 80.0 - - 80.0 - - 80.0 - - 80.0 - - 75.5 80.0 - 71.0 80.0 - 67.8 80.0 - 64.3 80.0 - 62.3 80.0 - 59.1 80.0 80.0 58.4 71.1 71.1 55.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 80.0 - - 50.0 - - 79.7 80.0 - 75.6 80.0 - 69.2 80.0 - 65.6 80.0 - 61.9 80.0 - 58.7 80.0 80.0 58.7 80.0 80.0 1 53.7 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/a 96 80.0 80.0 73.8 80.0 69.9 80.0 63.9 80.0 60.5 80.0 57.0 80.0 80.0 54.0 80.0 80.0 51.9 77.9 80.0 49.3 73.9 80.0 24-1/8 30-1/8 30-1/8 42-1/8 48-1/8 54-1/8 102 80.0 - - 60.0 - - 60.0 - - 60.0 - - 59.3 80.0 00.0 56.2 60.0 60.0 52.7 60.0 80.0 30.0 80.0 80.0 47.9 60.0 60.0 45.5 60.0 80.0 44.3 54.4 54.4 42.0 54.4 54.4 24-1/8 30-1/8 38-1/8 42-1/8 48-1/8 53-1/8 108 50.0 80.0 80.0 50.0 55.3 60.0 60.0 52.5 60.0 60.0 49.1 Soo 60.0 46.6 60.0 60.0 44.5 60.0 60.0 42.2 60.0 60.0 41.8 54.4 54.4 39.4 54.4 54.4 24-1/8 30-1/8 35-1/8 42-1/8 48-1/8 114 60.0 60.0 60.0 57.2 60.0 60.0 51.9 60.0 60.0 49.2 60.0 60.0 45.9 60.0 60.0 43.6 60.0 41.5 80.0 80.0 39.4 59.1 24-1/8 30-1/8 36-1/8 48-1/8 120 60.0 - - 60.0 - 56.9 60.0 60.0 54.0 80.0 fiw.o 48.8 60.0 60.0 46.3 W.042-1/8 43.1 60.0 80.0 40.9800 38.9 58. 660.0 36.9 ANCHOR TYPE A N °' UT ANCHOR TYPE 8 H m v=i ANCHOR TYPE C \ O' 0 - m 0 THRU 1BY WOOD BUCKS > DIRECTLY INTO 3 KSI CONCRETE 4 INTO METAL STRUCTURES - g 0 a c S INTO 3 KSI CONCRETE OR APPROVED MULLIONS 0 d b 02 le H n WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO w m O n o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH I 002 n J z T ICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. AND SILL. Q w m 2 AT HEAD- - - AT JAMBS- - 0 TYPE 'A'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu-177 KSI, -155 KSI) � � TY 'A'- 1/4" DLA_ ULTRACON BY 'ELCO' (Fa-177 KSI, Fy-1 KSI) THRU 7BY BUCKS INTO CONCRETE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES d V e 1-1/4" MIN. EMBED INTO CONCRETE II 1-1/2" MIN. PENETRATION INTO WOOD I o C n THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY g 1/2" MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. 0 RY c5 0 TYPE 'B'- - (Fu-177 KSI, Fy 55 KSI) TYPE 'B'- (Fu�177 KSI, Fy-155 K51) z W DIRECTLY INTO " I DIRECTLY INTO CONC. OR MASONRY � IN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY C TYPE 'C'- 1/4' DIA. SELF DRILLING SCREWS (GRADE 5 CRS) TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) m ^ INTO MLAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS30 M n OR OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) E c Z (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE H 3 0 0 ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) U O - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED ORPNNEEO) N L_ J O AT SILL ANCHOR EDGE DISTANCES TYPE '82'- 1/4' DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO CONCRETE OR MASONRY - 2-1/2" MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1" MIN. - G 13/4" MIN. EMBED INTO CONCRETE _ - INTO METAL STRUCTURE - 3/4" MIN. •ROpDCrggyLRgp W I- WOOD AT HEAD OR JAMBS SG - 0.55 MIN. `�gLFMB m161ic Fl d& c o N S CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. �- plan"N 17�/7/; 0 NOTE: C-90 HOLLOW/FILLED�m BLOCK AT JAMBS f'm - 2000 PSI MIN. RAIW1a+•�-`�-c.4.4 ANCHOR CAPACITIES LISTED ON THIS ; 33 SILL RISERS c`� k U a SHEET TO BE USED IN CONJUNCTION /SEE SHEETS 14, 15, 77 & 18 FOR OPTIONAL SILL DETAILS �• �4. y w � � o �n WITH GLASS CHARTS ON SHEET 13 / AND SHEET 13 FOR CAPACITY 6drV COO" u LOWER APPLICABLE VALUES CONTROL. J/ i 3 TRACK SYSTEM SHOWN ALSO APPLICABLE z .. ANCHOR TYPE B � ANCHOR TYPE B _ TO 2 AND 4 TRACK FRAMES. • DIRF�CILr INjO KSI ONC�ETE • • DIRECTLY INTO 3 KSI CONCRETE 0 o PLEASE SEE FOLLOWING SHEETS FOR DETAILS.• • • • • • • • < p� T �ISJJI • • • \ < I1S2.� �152/� `1 0 - i z o • • • • • o w IC yl . w F 8 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. • • PS ED & LMRDf+1ED • TY:ICAL9 ANCHORS .NO •METAIyI /NOy-SyRINIjAGE• • • • IN•CLUSTERS • • HI(WOSTRENCTY GWUT• • • AT POCK STILE �c IIRERENDS • (;c = 5000 Pjl MIN. • • SEE CHART NOT BY C.G.I. FOR QUANTITIES MUST TRANSFER SHEAR LOADS TO STRUCTURE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •---------------- I .. , ``111111111A11�1j1jAA C, drawing no. W10-31 '—SEE SHEET 15 FOR ANCHORS • • . • • • THREE (3) TRACK DOOR DETAILS • • • • • • • • • • • •• •• • • • •• •• Zn 0� q H o f Z N 0 N� Q IL wN c m t 0bm'- WEEP SIZE 1 /4" X 1 /8" C K M g 0 M10� 0 dt b j REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. a z O n ILwm4a 0 J cz a �Wy OPTIONAL SLANT SILL ADAPTORS Q W lT f F 3 J N N U C I _ n v> L 0 0 O L, "' DECORATIVE Emory SILL COVER z 0 L I j LL OPTIONAL = C I r�i N .n 1 Gf p M n 3 N �Z� IIp ✓Noi g U O— J : O P"DUC F REVIm u —pw,g *Ilr'he RAd& IiuWin; Cade Ampl—.dot. r21k. 2, MM E'pvabo. Dote SILLRISERfi,,,~^�-,REOD. FOR LOADS ABOVE +60 PSF ILL RISER EQD. FOR LOADS BOVE +60 PSF 5 2016 MAR 0 OF �` drawing no. O • t ® �I��I�I � t1111111111� . TYPICAL FOF EE O , O EXTERIOR O REINF. AS REOD. SEE CHART ON SHEET 13 FOR CAPACITY D-L. O / I LucK S l INTERLOCK INTERLOCK (REINFORCED) DOOR FRAME WIDTH (REINFORCED) 1X8 OR LARGER WOOD BUCKS #10 X 1-1/4" SS PH SMS (/�{�� 1 PER CLIP " ' ' in 3 PER PANEL N AT 18' FROM EACH END M2 1/2• MAX. AND AT MIDSPAN LOAD BEARING I d8 X 3/4' SS FH SMS \ SHIM I M2 1 PER CLIP WOOD STRUCTURE EXTERIOR z z 0 - . TYPICAL ANCHORS - - SEE ELEV. FOR SPACING - II II . • • . • 'DOOR FRAME WIDTH .. ... . ... . . • • • • • • • • • • • • • • • • • • • • • • . .. • • • • • • • . THREE (3) TRACK DOOR DETAILS • • • • • • • • • • • • • • • • • • . • • • �VU I O � O Z QW 2ry s a S U O i� IL 08 O ° O O Da0Q8 C -at N O ry 0--- Q W j LL N �ZN_o - - - - Ja05 T f Q WAL O D.LO. � N O D p g C I — n N PANEL WIDTH 00 0 ASTRAGAL -RODUCf REVIY! 'IL/Ij• a acVFYh[ -kb Utkwdf H C N I` O=N 1 mg cm Aarpl�ece N�� '2T E.p,rvie. DNe N n N M O n h. Ilk r1 G 1 Mi a' Ah redual Ci•rd z C Z n 30 .M 1 /4' MAX. LOAD BEARING METAL 0 Q U SHIM STRUCTURE O II TYPICAL ANCHORS SEE ELEV. II FOR SPACING FIXED PANEL EXT. MARp52018 �.•''ucE sic'• ;'CJ �' � 0 T - / 8 ATE OF (V�` drawing no. �ORIDF;.•' �� ••.,... ��.� W10-31 �rrr �OIVAl1E�� sheet 17 of 28 SEE SHEET 15 FOR g SEE SHEET 15 FOR ANCHORS c� = EDGE DIST. 1 31' pp 3 KSI CONC. INE POURED & HARDENED J- HIGH STRENGTH GROUT II i SILL ISER NON -SHRINK, NON -MET IC EB REOD FOR LOADS T'c 5000 PSI MIN. ® ABOV +60 PSF NOT CGI WINDOWS MUST TRANSFER SHEAR LOADSS TO STRUCTURE o• . 3 KSI CONC. SEE SHEET 15 FOR ANCHORS WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS D1 ® 1 O .• •.. ..'.L:::::. ... .1..... ... I• •' I • 3 KSI CONS • • • • • EDGE DIST. 1,•3/4•" • • • • • • • • • • SEE S14fT 15 }OR ANCHORS • TWO (2) TRACK DOOR DETAILS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DECORATIVE 24 SILL COVER OPTIONAL rr 1 �l 4 I II II 11 II J SILL RISER FOR LOADS AAO66PTIONAL +60 PSF r Ii ii° LLr_ wronucr II with"Ii I �Aplrpjy� �_ N ate..HAR V I n 0 5 2019 JY - op �"�� drawing no. '�1nnll„ sheet180f28 TYPICAL FOF TYPICAL ANCHORS 1/2" MAX. i1 WOOD STRUCTURE SEE NOTE SHEET 1 PANEL WIDTH 1 0 1 PANEL WIDTH m 0 h 3 OD.L.O. � � ES O.L.O. a' c F O o 0 U t M p n aoa oy8p I�OV/ Y 110 N Q W 7 W F O l ICED) Ea ASTRAGAL v U H EXTERIOR S n OOR FRAME WIDTH •RODUCfREyM Be 0°o•FYae z o O w 0 •NY too Wa1(iD ^6 Cade Aaeptonce No �7,12 6.Ptrsdo• Oat. y C #10 X 1-1/4" SS PH SMS O L 1 PER CLIP C Z J Z O o 3 PER PANEL 1/4" MAX. EzE Gl 3 t< o O — "' 1/2" MAX. cOi AT t 8" FROM EACH END M2 LOAD BEARING _ v )AD BEARING ANCHORS SEE ELEV.`� AND AT MIDSPAN SHIM STRUCTURE U � SHIM rTYPICAL FOR SPACING #8 X 3/4" SS FH SMS� � O "'I r 1 PER CLIP 7EXT. EXTERIOR DOOR FRAME WIDTH •• • w • • • • DOOR FRAME WIDTH • • • •• ••• •• • • • •• FIXED PANEL • •• • • MAR051018 c TWO(_2) TRACK DOOR DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING C : HARDENED NDTH GROUT NK, NON-METALLIC 0 PSI MIN. — ,I WINDOWS JSFER SHEAR STRUCTURE 1O REFER TO SHEET 15 FOR VARIOUS V INSTALLATION CONDITIONS. n 0 iZ Iv O p O U O N`a a � got OGv'^ LL � n WEEP SIZE 1/4" X 1/8" d paoo 11zJ Q W 7 LL N Z Yl _ M 1 $f JZ<� Q W 01 E O N U p c I S — n N 0 OPTIONAL o w SLANT SILL ADAPTORS N v v~ c DEC = N O RATIVE SILL COVER y Wit` N SILL COVER 3 N M n OPTIONAL O 1 r�� 3 0 0 li g U C � I ' i� �- -nSILL RISER Ea., REOD. FOR LOADS ABOVE +60 PSF SILL RISER REOD. FOR LOADS I" ABOVE +60 PSF r� 1 I 11 11 I I II II J 3 KSI CONIC. MAD5 FOUR (4) TRACK DOOR DETAILS • • • • • • • • • • • • •• •• • s • ••• ••• • • • ••• • • i SIN.. sTAt� OF lu�� drawing no. t Pk._�.G�` W10-31 TYPICAL ANCHORS r, SEE ELEV �v u FOR SPACING PANEL WIDTH U n I 0 LOAD BEARING G2 E6 p-, 3 SHIM 1/4' MAX M1S4 1 LOAD BEARING METAL D.L.O. SHIM STRUCTUREo r•' '� _ _ TYPICAL ANCHORS p N SEE ELL%. g° FOR SPACING p F N ci yjm p CGZ c o od�p Li If Wz� n '0 1 1 1 O Ilgq N z N_ qII t 0 f M14A M16A II a W 0�1 f II qqq � LI U e a I II l � n F27 EXTERIOR O a EXTERIOR O arl #10 X 1-1/4' SS PH SMS 3 DOOR FRAME WIDTH 1 PER CUP U iX8 OR LARGER L2 3 PER PANEL G 1 O= N o WOOD BUCKS AT 18' FROM EACH END M2 �j r 1/2' MAX. AND AT 'DSPAN 1/4' MAX. 'R LOAD BEARING 18 X 3/4' SS FH SMS LOAD BEARING U SHIM y 1 PER CUP SHIM METAL i 'D 3 U o STRUCTURE 3 C, tL o 1/2' MAX o- TYPICAL ANCHORS O: v LOAD BEARING II u O SEE ELEV. II C9 o Q SHIM TYPICAL ANCHORS U m FOR SPACING SEE ELEV. II It FOR SPACING O TYPICAL ANC IRSI� n SEE E w FOR SPACI G it N II N I ry w rc eo n - 01bii� � N 0•40"�P•KIC• W •� C z z o EXTERIOR • • Goal • • "TERIOR , i1110 L,F �'fC Yld ` ```J11111m.. o DOOR FRAME WIDTH �\'P'••'Il N2 �i DOOR FRAME WIDTH c 2X8 OR LARGER WOOD BUCK • • • • • • • • • • • r, i J{7 _ o° e o 5 OR = WOOD STRUCTURE • • • MAR p 5 201p STA F dfOWln9 no. W10-31 FOUR (4) TRACK DOOR DETAILS ...... `1�1 `\ sheet 21 of 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY i! i!LFH�RW) DOORS WITH CORNER CONFIGURATIONS ARE LIMITED TO ±60.0 PSF I o !i! #10-16 X 1/2" m 3 i- HH SELF DRILLING SCREWS Z n m u AT 6" FROM ENDS & 12' O.C. q q a o _i RNER © 135• CORNER Q W Z H a e o !If �O �m o !!! ' #10-24 X 1/2" O W 1 IFH THREAD CUTTING SCREWS fV TTING SCREWS ILAT 6" FROM ENDS &12" O.C.DS & 12' O.C. Q; FO u 3 it ii V pWM w a O Z M 0IL0oSg O m N p �0 w N o MITERED WELDED JOINTS Q w j h o AT HEAD/SILL E32 LL Z m_ o 2 IS Jzrmig� ,t. Q W Olf - - - d e �& N F L E31 000� oO n z W EXTERIOR a -0 EXTERIOR - c D.L. OPG. MITERED WELDED JOINTS N m AT HEAD/SILL m N n PANEL WIDTH PANEL WIDTH 3: M „� DOOR FRAME WIDTH DOOR FRAME WIDTH E C Z G� 3 1` 0 #10-16 X 1/2" H O HH SELF DRILLING SCREWS g AT 6" FROM ENDS & 12" O.C. U -.,2 1 3/4" 3 5/8" 3 5/8• 9. MtODUCCpEVMM o (4) ANCHORS � � � � - � (4) ANCHORS roa.ptyfa�wl►tkRyyp o � € � 8 kmdia�Cad. 3 3 6° 8" ce 6" A-epla•Nol i_(Z(k-� U u a 6" 6' 6" E.PU Dw. a I�ti y o o e (fi) ANCHORS • *(6) ANCHORS 2 o = e 6" 3" k613 8" 3" 6' 3" • 6" •3' • • • 6. • 3. •� c o `111111111111 0 III (6) ANCHORS • • • • (� ANCHORS 6. 6. _ o 3' • • • • • • • • O • • • • • • • • • • • • MAR 0 5 201E JATE tV drawing no. TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK TWO (2)) TRACK •THREE (3) TRACK FOUR (4) TRACK • '"� R! ��,`` W10-31 IIIII I I111\I sheet 22 of 2$ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR MOUNTED (� POCKETED JAMBTYPIroy"' 0 TYPE A. BORO CS Z qqqn O AT 6' FROM ENDS AND 0 n W 9" O.C. INTO WOOD/CONC./METAL N w i ro I 1-1/8' MIN. 6" O.C. INTO BLOCK ONLY Q 6 `i 1-1/2' MIN. WOOD EMBED O o` p u SEALANT EDGE DIST. 1-1/4" MIN. BLOCK EMBED 0 'd w TYPICAL PAD PILE INSTALATION LOCATION 1-3/4' MIN. CONC. EMBED G, � ��`�utI 1/8' MIN. METAL THICKNESS Q: O C LL CONC. i 0 t 1fl r 1 BLOCK 0 C a.l 2 WOOD > METAL 0 S O Q r, �wzO z W � �ZO_o a m u�i J O mm Q J Q w m i � EXTERIOR Y O U O 3 U u C � h L OO i Q Li TYPICAL AT PANEL 4 CORNERS a N O POCKET CAVITY NOT BY CGI O X N o NOT PART OF THIS NOA m 'n TO BE REVIEWED BY AHJ ?; ; N O M n Z C Z J N DOOR FRAME WIDTH 3 L` �n O - 2 NOM. PANEL WIDTH (D Q J 2 O G O O O O OCCRrAM will, two€ II A epc..cat No I - e do. oftl. 0 m �'W o o i u Q O O O O O O p"y Lark la:uct Co•Nd `:: - • •::. .::.:: i • • 2- 0 • 2 • • • . • • • • • • 111 111 0 - EXTERIOR 2 `.� J 1� AI'I 1 �� o •� • • • • • • • • . a $ u •. .MAR 5 2018 • • • • •. 000 000 • • • 000 of 411 drpwln no. ' O •. �4TA • tv � 9 ••;;<o ion..•• .� W10-31 ��1111I 1L1�7� sheet 23 of 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • CODE PART No. DESCRIPTION MATERIAL MANUP. REMARKS E1 CGI-183 FRAME SILL 2 TRACK 6063—T6 CGI EXTRUDER — E2 CGI-151 FRAME JAMB 2 TRACK 6063—T6 CGI EXTRUDER — E3 CGI-186 FRAME HEAD 2 TRACK 6063—T6 CGI EXTRUDER — E4 CGI-153 EXTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — E5 CGI-154 INTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — E6 CGI-155 MAIN STILE 6063—T6 CGI EXTRUDER — E7 CGI-156 TOP & BOTTOM HORIZ 6063—T6 CGI EXTRUDER — E8 CGI-157 SILL RISER 6063—T6 CGI EXTRUDER — E6.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063—T6 CGI EXTRUDER — E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063—T6 CGI EXTRUDER — E10 CGI-159 INTERLOCK REINFORCING (LENGTH a FRAME KT. — 6") 6063—TB CGI EXTRUDER — Ell CGI-182 FRAME SILL 3 TRACK 6063—T6 CGI EXTRUDER — E12 CGI-161 FRAME JAMB 3 TRACK 6063—T6 CGI EXTRUDER — E13 CGI-185 FRAME HEAD 3 TRACK 6063—T6 CGI EXTRUDER — E14 CGI-168 OUTER TRACK ASTRAGAL 6063—T6 CGI EXTRUDER — E15 CGI-170 POCKET HOOK 6063—T6 CGI EXTRUDER — E16 CGI-121 7/16` GLASS GLAZING BEAD 6063—T5 CGI EXTRUDER E17 CGI-123 1` GLASS GLAZING BEAD 6063—T5 CGI EXTRUDER — E18 CGI-153A EXTERIOR INTERLOCK (OPTONAL) 6063—T6 CGI EXTRUDER — E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063—T6 CGI EXTRUDER — E20 CGI-155A MAIN STILE (OPTIONAL) 6063—T6 CGI EXTRUDER — E21 CGI-156A TOP & BOTTOM HORIZ (OPTIONAL) 6063—T6 CGI EXTRUDER — E22 CGI— 158A ASTRAGAL (OPTIONAL) 6063—T6 CGI EXTRUDER — E23 CGI-168A OUTER —TRACK ASTRAGAL (OPTIONAL) 6063—T6 CGI EXTRUDER — E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063—TB CGI EXTRUDER — E25 CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-1-6 CGI EXTRUDER — E26 CGI-187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063—T5 CGI EXTRUDER — E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063—T5 CGI EXTRUDER — E28 CGI-1028 FRAME HEAD 4 TRACK 6063—T6 CGI EXTRUDER — E29 CGI-1029 FRAME SILL 4 TRACK 6063—T6 CGI EXTRUDER — E30 CGI-1030 FRAME JAMB 4 TRACK 6063—T6 CGI EXTRUDER — E31 CGI-1057 FEMALE CORNER ADAPTOR (90•) 6063—T6 CGI EXTRUDER — E32 CGI-1058 FEMALE CORNER ADAPTOR (135•) 6063—T6 CGI EXTRUDER — E33 CGI-1059 MALE CORNER ADAPTOR 6063—T6 CGI EXTRUDER — M1 CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC — — M2 CGI-171C FIXED PANEL CUP (2-1/2` LONG) 6063—T5 — 3 O FIXED PANEL M3 CGI-17J FIXED PANEL SHIM NYLON — 2 PER FIXED PANEL Mi0 CGI-176 FRAME HEAD ANTIIJFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR, M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. — M12 — BOTTOM RAIL STIFFENER, 1` LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 A-51—PRS-150—C2SS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 jIOX3/4` PH M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 /10X3/4"•TILT • M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 /lOX3 ` FH M16A PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #IOX3/4`•FH M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS • _ M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN • — M19 SCS2000 SILPRUF SEALANT SILICONE GE — M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUN. 4 PER PANEL M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCKAL9[RA� • M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EOUIV. • • M23 HD-12-10042 .350` RFACH POCKET SEAL — AMESBURY — • • S2 — #10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW — — 2 OR 3 PER C • yLfk�U Z n O� h iN Q a S ^ �. Op`p O W� L C SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS 0 t mm V TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT O' m l0 8 O aoo A MAIN STILE AT 40" FROM BOTTOM 00 a*p SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) Z g� N ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117)ZINC y LL o HANDLE SET & (PART 0WH) ZINC i j o � � J KEEPER PARTPART SGD-SM07) ( 507N) ( # ) (PART #SGD-507N) Q w M E -J DOUBLE LOCKS: READ. AT 90' AND 135• CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM Tj SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) $ M SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED G CONNECTING BAR (PART #HD-3310142) 0 o ZINC HANDLE SET p w SECURED WITH (2) 6-32 X 1-1/2" OH MS ti N 4 STEEL KEEPER (PART #HD-3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS 17 ^ o N Mj p M n S 30— oRoncruyamw bWN,oiwft-ui at F7o�p D' AwptYo No 17-1 • Zp o 16 ExlM+.t4t Drte� `o a 3€ Mt• m' Nr4 P x/ CoNy m � 3 • • .. MAR 0 5 2018 Noy • • • • • • • _ v( a y` OPo F, \ drowincj no. ... . . . . ... . . . . . . . . . . . . 0% .. .. . . . .. .. ... . 070 4.735 .070 5.921 .--� .860 .841 1.T 10 .BT47 I 0 1. S FK 3. E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) i 075 .075 .995 070 2.600 .070 2.600 O TOP/BOTTOM HORIZ .640 I I .753 I t�- 01.995 �I�---4.735 �•I 5.921--�i 1.1.415 Et FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 3.750 - j^3.750� I= 1 0 OUTER TRACK ASTRAGAL STILE 18 INTERIOR TRACK ASTRAGAL STILE 675 .995-I .050 975 1.184 F�- GLAZING BEAD LAM. GLASS 1.508 �{ .725 .065 I 64 125 M2 FIX. PANEL CLIP � ri20 p .995I .050 975 t . t 84 I•� GLAZING BEAD INSUL LAM. GLASS 10 1.186 E�1. TOP/BOTTOM HORIZ (OPTIONAI i 5501 E -A -060 � 1 3.000--�{I 070 156 3.000 1.490 1.415 Z m°r° O�h ~ iW 2 n Q a S 0 O N ` 0 a 080'+ �%Cy m 0 ICY L a d' W z LL ZN�o J��fn Q J Q W m f m EXTERIOR INTERLOCK (OPTIONAL) 2.005 C INTERIOR TRACK ASTRAGAL (OPTIONAL) .625 1.920 2.670 E4 EXTERIOR INTERLOCK .i70 • • • • • • 120 E6 .070 1.366 MAIN STILE .695 3.000 .265 1:f, EeSILL RISER (OPTIONAL) 1.770 1.415 -J.188 I� 2.005 .070 � lszs E5 INTERIOR INTERLOCK .582 1.186 2.120 �j 995 POCKET HOOK 1.501 .060 7.831 .156 3.750 3.000 .155 ® MAIN STILE (OPTIONAL) o 0 3-�{ 95 .095 w C 3 v = N 1.770 1.415 'p' ; N M 060 O n 3 CZ Ed yl 3 0 0 z.005 a INTERIOR INTERLOCK (OPTIONAL) O • • • • • • • • • E8 1 4 • F--.625 U • • • • • • • 's.51� Sly_•COVER(OPTIONAL) SILL RISER (OPTIONAL) 0 t�-t.825 DUCCiIEVIIIIIIIIIIIIII ``111�Ny �1117j ''' oo 125 1.600 1.870 atepiy g tk atyfap JI^':. •. Q i 1.310 .tom 1M1r592 n v •• • • • • • • • • • • 0 5 �n►a %�• aTA OF :•((�`� drowing no. 1® E23 1--40IOA,.•'G��` W10-31 S INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) ��iSi��AL1��` sheet25of28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 4 FEMALE CORNER ADAPTOR (90') jk"-9 FEMALE CORNER ADAPTOR (135') 1 1E33) MALE CORNER ADAPTOR 4. EO FRAME JAMB (2 TRACK) 1.620 5.951 .080 1.620 b .065 .545 .0�90 I 1.620 625� 0 FRAME JAMB (3 TRACK) 510 {� V r.060 —1 At ^ �V n 1 .260 �I P 0 Z �i 1140 0 f q Z ® FRAME HEAD COVER Q E Z ry al A U 0 -1 /ya`I ."... ftV 1 C.640 IL W G LL .344 •160 (> > W H ano: rrm s FRAME SILL COVER 0IL0A 0 N ry W � .243 �{ o LL ro JI 1.791 J W Q m f � Ju 060 u Q FRAME JAMB COVER i n c N .725 -�I .125 v z Q0 .rj W 1.508 N N LL � 065 v x a o o N N m O M M n 664 d 03 Al2 FIXED PANEL CLIP PRODUC t 7tEvWW r •[ witb Ibt F4ii c ti w w w It+udlnE auk Aottpt/a.te Eap4U{p • • • • • • • • • • b%t• ur' Protoet CtrNp1 • • 2 u • • • • • • • • • • • o a d O C Jo •• ••• •• • • • •• MAR 0 5 2018 - �L' • • • • • • • • • • • • • • • • • • • • • • • • • g • • = O•'•, sr • kip • OF drawing no. . . . . . . . . . . ... . . . ... . . 7.750 v .080 n 0 .925 .857 0 / f'g 42 FRAME HEAD TRACK) 72z (4 08 .080 - 2.soo / W .753 �7.730� Q :f. wm- JZ$q� 6 M Q W 01 f J O E29 FRAME SILL (4 TRACK) 1.375 U c m FRAME TOP CORNER y4j n 4 TRACK SHOWN c� 0 1.620 i p a � w Q N � p � N o 1.620 U 7 n C Z 7.750 30 0 lszo AR o ¢ w O .080# I Y� 52 .095 1.620 / NtObUC i'REYN" r g 4 v_ -�i I .625 �WYbL wlr4 6t 67w{4 3 U 33W 3W3 U u E3o FRAME A• t.. eN i%tztfr•2�, E •d.•lhre m w o JAMB (4 TRACK) /- 4 w °o= n • • • • • • • • • *� ro�•n C°•Nd i • • • • • • • •• • �iO� c o •` MAR 0 5 2�18 ,,,,,,10✓ � � �,,,, .• . •• • • ••• • • • . • • • • . ,i _ ='i?:. Icy 0 s • • • • • • • • • • • • . • • • - T : �` •. OF �' 1DP'' drawing no. W 1 O-3 FRAME BOTTOM CORNER S G 4 TRACK SHOWN ��unn11N� sheet 27 of 28 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • FRAME TOP Cf 3 TRACK SHC FRAME BOTTOM CORNER 3 TRACK SHOWN T I TI / FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) PANEL TOP�BOTTOM CORNER 0 • •SQUARE BEAD CORNER (OPTIONAL) • k`2-o •• • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � ry U Q c � q 5 � 0 to OLj M Q w S2 U C � OSN to m N p NM n v 3 h Fed in 3 C, 0 U�� ```�11111 All PJ GE F'• ;'V o n 2 = 05 2018:•�, '• STATE OF �` a45 o drawing no.