The URL can be used to link to this page

WS-18-2255Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe. Permit NO. VVS-8-18-2255 Permit Type: Windows/Shutters York Cie ss cetion: Window/Door Replacer. Permit Status: APPROVED Issue Date: 8/27/2018' Expiration: 02/23/2019 Parcel Number Applicant 126 NW 100 Terrace Miami Shores, FL 1131010220270 Block: Lot: JOANNA REVELO Owner Information Address Phone CeII JOANNA REVELO 126 NW 100 TERR MIAMI FL 33150-1210 Contractor(s) PRESTIGE WINDOWS & DOORS Phone (305)820-5999 CeII Phone Valuation: Total Sq Feet: $ 19,603.00 0 Type of Work: REPLACING 15 WINDOWS AND 2 DOORS TO No of Openings: 17 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $4.05 $2.70 $4.00 $270.00 $12.00 $16.00 $320.75 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68652 08/27/2018 Check #: 4652 $ 320.75 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and S MING P •L work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurat an. at - Iw; rk construction and zoning. Futhermore, I authorize the above -named contras Authorized Signature:•Owner / Applicant / Contractor / Agent Building Department Copy ompliance with all applicable laws regulating ugust 27, 2018 Date August 27, 2018 1 inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001270-2018 Permit Number: WS-8-18-2255 Scheduled Inspection Date: November 01, 2018 Inspector: Naranjo, Ismael Owner: JOANNA REVELO Address: Project: Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement 126NW100TER Miami Shores, FL Contractor: PRESTIGE WINDOWS & DOORS CRISTINA SCAVUZ.ZO Phone Number. Parcel Number: 1131010220270 Phone Number: 3058205999 Building, Department Comments REPLACING 15 WINDOWS AND 2 DOORS TO IMPACT Checklist Item Passed Comments General Comments False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 31, 2018 For Inspections please call: 305-762-4949 Page 20 of 37 12\1'41:3\ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION KBUILDING ❑ ELECTRIC ❑ ROOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: 1 ' N Q4 O� TF RECRrcre AUG 2 $ 2018 FBC 201� Master Permit NJS t"2_2SS Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Citv: Miami Shores�County: Follo/Parcel#:' �-al 0 ► � OQ - O is the Building Historically Designated: Yes NO Occupancy Type: Load: Miami Dade Zio: 3? 1 SD Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder)JOCi hnQ R-Q.Areito Address: I 2-(40 tc7-(.) 100 Tie,. City: lYi lQ YYl t S k6`eS State: 1 v r I CI-6 Zip: Tenant/Lessee Name: Phone#: Email: }�- �A, ;� ' `� Q�(Q�p� C� CONTRACTOR: Company Name: 1 'S-f (N ► + tC �t�� !•x `> "" ° Phone#:3-)5 U"" S Address: w 16 ( STiae ET City: 11nn , IT I State: - b°1-1VCC Qualifier Name: C s(.1) \) Z 2-0 BFE: FFE: Phone#: 30 5 213 `f 3B1� Zip: ,p��c J-�/ Phone#: 05 eo q State Certification or Registration ` -� #: 1 '6( T Certificate of Competency #: L DESIGNER: Architect/Engineer: (, ho 1 n- i�-� E Phone#: _'S-T Address: 'Ko O Mini / kW Ave- I L '10,6 City: been �� ' tate: Zip: Value of Work for this Permit: $ CI) 603 Square/Linear Footage of Work: Type of Work: 0 Addition ❑ Alteration �❑ New }J Repair/Replace Description of Work: Q G� i�i� w S gt 'Z. don ±0 Ae)A Demolition 'Specify color of color thru • • s: Submlttai Fee $ Jet. Permit Fee $ CCF $ CO/CC $ •Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technolo gy Fee: $ { Training/Education Fee $ Double Fee $ Structural Reviews,$ Bond $ TOTAL FEE NOW DUE $ •--. a.0 (Revlsed02/Z4/2014) �:1 r•-" :-f • ✓ Bonding Company's Name (if applicable) ✓ Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City _ State Zip 4 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 !ow 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 j; h posted notice, the inspection will not be approved and a reinspectlon fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this day of , 20 I 2 by , who is personally known to me or who has produced - as identificatio nd who did take an oath NOTARY ' TiL�'• C: Si Pri �‘\\t1I1f1�l iii0/0 e�0ZiE FERN,a,.,/// F."..- 'k ~ • 114PPRO i �' o *3014152T `y 9,p-yo°"ded INNO„,iz,"0• • f0 i bhc uncle-. O 4 //i/i(. STI • V4/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 1 Q by \J t'SY10. SCO , who impersonally known to me or who has produced as Identification a • ho did take an oath. I, •/‘ 1111P7ML le NOTARY PU Sign: Prin Seal: ��„111111111111i'f,�/ \`P�ESTE FE,9, '�. • q•.,�1,MIsSIOAj • 4Q � ***********s******`************s***s***************************•`4'ot f•Ckpiti4cl o • ( i Zdhirtg ?i : o � 141527 1/12 Plans Examiner Structural Review 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 linspection, 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). Acknowledgeme g C rYS�r Rq SCa �+7�7() ualifie caner :'"1. ture Date Print Name 6/11/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-022-0270 Property Address: 126 NW 100 TER Miami Shores, FL 33150-1210 Owner JOANNA REVELO Mailing Address 126 NW 100 TERR MIAMI, FL 33150-1210 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 2 / 0 Floors 1 Living Units 1 Actual Area 1,512 Sq.Ft Living Area 1,257 Sq.Ft Adjusted Area 1,381 Sq.Ft Lot Size 8,100 Sq.Ft Year Built 1941 Assessment Information Year 2018 2017 2016 Land Value $178,398 $178,398 $178,398 Building Value $103,575 $96,118 $96,118 XF Value $393 $399 $403 Market Value $282,366 $274,915 $274,919 Assessed Value $162,899 $159,549 $156,268 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $119,467 $115,366 $118,651 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 GOLD CREST PB 21-56 LOT 3 E1/2 OF LOT 2 BLK 4 LOT SIZE 75.000 X 108 OR 19186-3250 07 2000 1 Generated On : 6/11/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $112,899 $109,549 $106,268 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $137,899 $134,549 $131,268 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $112,899 $109,549 $106,268 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $112,899 $109,549 $106,268 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/2000 $140,000 19186-3250 Sales which are qualified 08/01/1988 $69,000 13789-3240 Sales which are qualified 06/01/1982 $65,000 11509-1725 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: • •• • • • • • • •. • • •• . • • • • • • • . • • • • • • • •• •. • • • •. • • • • • • •• • • • •• • • •• • • • • .. • ••• • • • •rE-'2zSs •• .• • • • • • • • • •... • Job Description: Replacing Windows and Doors to Impact 17 Openings 13. MASTER 14. BEDROOM EGRESS 15. 16. GUEST BEDROOM EGRESS 17. Joanna Revelo 126 NW 100 TER Miami Shores, FL 33150 MASTER 12. BATH ROOM 18. FLORIDA ROOM LIVING ENTRY ROOM 2. 9. 8. 7. 6. KITCHEN DINING ROOM 3. 5. GARAGE ,.r! :)[1-ii Shores Villiye i APPROVED BY DATE i IZON NG DEPT CO—/CY/Z.3i/ i BLDG DEPT Fslni,Jr_CT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS HR HR 1 x 4 Openings 10 & 11 • •••• • Home Owner (Joanna Revelo Address 126 NW 100 TER Miami Shores, FL 33150 Date 08/01/18 MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) Window/door replaced? (y/n) Product Approval # Allowable pressure see NOA Shutter required? (y/n) Product rated for impact? (y/n) Location of opening (+) psf (-) psf 2 HR 75.625" 51.625" y 17-0918.09 60.2 60.2 n y Living Room 3 HR 55.125" 52.75" y 17-0918.09 60.2 60.2 n y Dining Room 4 HR 39.625" 31.5" y 17-0918.09 65 65 n y Garage 5 SFD 28" 80" y FL16708.1 65 65 n y Garage 6 HR 37.5" 40.875" y 17-0918.09 65 65 n y Kitchen 7 CA 23.375" 43.875" y 17-0918.11 110 121.4 n y Florida Room 8 FW 15.875" 43.875" y 17-0918.07 80 80 n y Florida Room 9 SFD 30.75" 80.25" y 17-1226.05 80 80 n y Florida Room 10 HR 87.625" 44" y 17-0918.09 65 65 n y Florida Room Tube Mullion 1 x 4 44" y 18-0129.08 130 130 n y Between #10 & #11 11 HR 87.625" 44" y 17-0918.09 65 65 n y Florida Room 12 HR 37.5" 39.75" y 17-0918.09 65 65 n y Bathroom 13 HR 74" 40.25" y 17-0918.09 65 65 n y Master Bedroom 14 HR 37" 52.375" y 17-0918.09 65 65 n y Master Bedroom 15 SH 18.75" 39.25" y 17-1018.08 75 75 n y Bathroom 16 HR 37" 52" y 17-0918.09 65 65 n y Guest Bedroom 17 ,..",,HR 55.25" 52" y 17-0918.09 60.2 60.2 n y Guest Bedroom 18 ' • • HR ' • 37" 40.5" y 17-0918.09 65 65 n y Guest Bedroom • •. • • •• •• • • • • • • •• • • • • • •• • • • • •• •• • • •••• • • • .•• • • •• • • • • • • •• • •• • • • • •••• • • • • 01/09/2018- 12:09pm inteml V:\Pro)ects\_Master Plan Sheet Store1Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 WIndload Charts References12017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONEOPRESSURES 2 Mean Raof Height 18ft 20 ft 25 ft 30 ft 35 ft 40 ft 45 ft 50 ft g5 ft • • '••••soft •• • DESIGN PRESSURES (PSF) - ZCIVE 4 Tributary Area (Sq Ft 10 20 3\ 40.1 5: 41. +40.1! 38 -45.1 -43.3 +41.6 +39.7 -46.2 -44.2 +42.6 +40.6 -48.4 -46.4 +44.6 +42.6 -50.3 -48.2 +46.3 +44.3 -51.9 -49.8 +47.9 +45.7 -53.4 -51.2 +49.2 +47.0 -54.8 -52.5 +50.5 +48.2 -56.0 -53.7 +11. • +49.3 • 5711 .54.7 +52.7 +50.3 • ••58.Z • .55.8 •• +53.6 +51.2 •• •• • • • • • -40.6 39.8}}% �= 7. +36.4t` 3 -42.2 +38.6 - 43.1 +39.5 - 45.2 +41.4 -47.0 +43.0 - 48.5 +44.5 -49.9 +45.7 -51.1 +46.9 -52.3 +47.9 -53.4 i48•� •• 147.9 44.3 '-53.3- :4%8 148. -41.4 +37.9 -42.3 +38.7 -44.4 +40.6 -46.1 +42.2 -47.6 +43.6 -49.0 +44.8 -50.2 +45.9 -51.3 +47.0 -52.4 •• •• • • .,40. +37.3 - 41.7 +38.1 -43.7 +39.9 -45.4 +41.5 -46.9 +42.9 -48.3 +44.1 - 49.5 +45.2 -50.6 +46.2 -51.6 +47.1 EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 Tributary Area (Sq Ft) 3 f fght 10 20 30 40 50 j -53.6 -50.0 -47.9 -46.4 -45.2 ll� 15 ft � +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 20 ft -57.0 +42.6 -53.1 +40.6 -50.9 +39.5 -49.3 +38.7 -48.1 +38.1 25 ft -59.7 +44.6 -55.7 +42.6 -53.3 +41.4 -51.7 +40.6 -50.4 +39.9 30 ft -62.1 -57.9 -55.4 -53.7..4 +46.3 +44.3 +43.0 +42.:2_, 1.5 35 ft -64.1 +47.9 -59.8 +45.7 -57.3 +44.5 r- 5" `' r N- 3A 41 40 ft -65.9 -61.5 -58.9 7. a . 6. +49.2 +47.0 +45.7 4'; k 74141 . 45 ft -67.6 +50.5 -63.0 +48.2 -60.4 +46.9 -58.5 +45.9 ;Si:. C' +45.2 50 ft -69.1 +51.6 -64.4 +49.3 -61.7 +47.9 -59.8 +47.0 -58.3 +46.2 55 ft -70.5 +52.7 -65.8 +50.3 -63.0 +48.9 -61.0 +47.9 -59.5 +47.1 -71.8 -67.0 -64.1 -62.1 -60.6 ft +53.6 +51.2 +49.8 +48.8 +48.0 441-46RIOR ZQNE), EXTJOR Zti -a • �,oi" F a= 10% OF LE/CST habit ZONTAL DIMEN9I0N OR 40% OF AiaROOF Tip WHICHEVER IS SMALLER, gal. NOT LESS THAN 4% OF LEAST HORIZONTAL DIMeNSION OR 3PI! 119630NE 5 IF AT ALL IN QUESTION. l NStlLT AN ENGINEER FOR A p1QF;F,SPVIFIC INTERPRETATION IF REQUIRED. • • •• •• • • • �••• of m m z 0 • MEAN • a ROOF 2 'EIGHT ELEVATION 17I17-LISd W-00 A c0i m 0 REMARKS DRWN CHKO DATE INIT ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 UPDATES, 2017 FBC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS ALTERATIONS, ADDITIONS, OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. HT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT COMPLEX CORNERS WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH<_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: '1>IDENTIFY THE ZONE OF THE OPENINGS@@ OR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE BELOW LEFT OR INFOR, ON'P OViDEb�TCa1�HERS. 1.1. ANY QUESTIONABLE'mite ONE ID THE MORE CRITICAL (EXTERIOR) ZONE 5. \ t./ IDENTIFY THE BUILDING M 7HE MEAN ROOF HEIGHT CANN 2.1. ALWAYS ROUND UP 2.2. VALID FOR AU. ROOK T FROM THE LOWEST GROUND ELEVATION. IF PEAK (HIGHEST) ROOF HEIGHT. VALUE. EE AN ENGINEER FOR REDUCTIONS. �h�".OvY�• ON AS THE GREATER OF (HEIGHT l)Vf6TH) OR THE SPAN LENGTH (HEIGHIPt. _ l'E E WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTURAL'"OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: , TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. \2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS 'THAN THE RATED LIMITING WIND VELOCITY ABOVE. , TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS USTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS USTED 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 u•.. 3y; 1) HEREIN. ER -A xPR'.4 f ° CERTIFICATION. REFER TO ANY SEPARATELY STALLATION INFORMATION AND APPLICABILITY ACCORDANCE WITH GOVERNING CODES. ANCES. HOST STRUCTURE. ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THIS SPECIFICATION DOES NOT SUBMITTED TEST CRITERIA AND OTH OF THESE TABLE VALUES WHICH IS T 11. ADHERE TO ALL LOCAL IMPACT 12. NO CERTIFICATION IS OFFERED P( 13. EXCEPT AS EXPRESSLY PROVID b. If 6TH EDITION FLORIDA BUILDING CODE 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 4 2 m 1.1 1 S 41 N S m 0 ta 0 ENGINEERING EXPRESS® CORPORAL! OEEICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH 09885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM � N � 4 FIST- P 03 v 0 in, DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NO • - : ' TANCE (NOA) I Windows & Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 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.mia midade.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 material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI� APPROVAL DOCUMENT: 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, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE LVIPACT 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. 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 B shall be available for inspection at the job site at the request of tlje uilding Affjciatl.: . • • This NOA revises and renews # 14-1015.04 and consists of this pl.ge 1•4nd cyiclenFe es£ 1, E-2 & E-3, as well as approval document mentioned above. •• ••• •• • • • •. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. bLI I2ui1. • ••• • • • • • • • • • . • • • . • . •• • • • •. • .. • ••. •P1OA No. 17-1226.05 j • Expi ratioryDte: ugust 08, 2123 .tpprovsi 1140: 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 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Unifoiui 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 manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th 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 D Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) fousiier 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 & Safle�HP.cvrappsitp intetlaypi w/ PET core", • •••.•••• expiring on 12/11/18. • • • • • . •• •.• •• • E-1 • ••• • •.• •Jorg,�M.Plasencia,P.E. • . •• . . • • • • 4r duct Cojitro1 Unit Supervisor •• •• • . • ••. , •• • • INZOANo17-1226.05 • • ..• expiration Date: August 08, 2023 Approval Date: February 22, 2018 ••• • • • . ••• • • • f • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 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, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifoun Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th 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). ••••.•• • • • •• • • • • • • •• ••• •• • • • • • • • • • • • •: • .Forge M. Plasencia, P.E. • • • • • • •• .pr•t t ooittol Unit Supervisor ••• ••• • •• • • •od •. • 1{OANo 17-1226.05 • • ••• expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 2 ••• • • • • ..• • • • • • • • • • • • • • ••. • • . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite GIass 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. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. 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. •• ..• . • . • . .. • . • • • .. ... .. . • • •• • • • • • ... •• . .. • • • • • • • • . • • • • • • . • • . • • . • • •• • . • • • . . • • .•• • • • ... • • • • ••• • • • • • • • • •EI., • • . . . . • .. •• • • • ... . . • ... • • • • • • .. • orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 • • • •• • • • • •• • •• • • • • • • • • • • • . •• •• •• •• • • • • • • • •• • • • • • • • • • • • 1£ERIES SENTINEL • 160 • • • • )LUMINUM tUTSWING D1 / SIDELITES APPROVAL APPLIC3 TO SINGLE•(!)•TINS DOUBLE (XX) LEAF DOORS WITH 0R AfpiIUT$$DELRES. SIDE UTES L�rA+NN EE ON ONE �2 10-16VDES OF DOOR. 800RS WIII S'f/GId,ND THRESH(RD APPROVED FOR INSTALLATIONS WHERE WATEft•INFILTRATION RESISTANCE IS. REQUIRED. DOORS WTIH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY INCH THE REQUIREMENTS OF THE 2017 (6TH EDIBON) 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 APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETARS 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 8E HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERW.S INCLUDING BUT NOT UMTTED 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 SEAUNG AROUND OPENING FOR WATER INFILTRA110N RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/18' ANN. GLASS INTERLAYERS— .075' Salim CP th PET Core By 'Eastman Cho iaal Co.' .090' Soflex dear By 'Eastman Chem d Color Glass I Co.' .090' SentryClas By 'Kuromy Americo, 090" TrosIfol PVB By 'Kuraroy America, In 3/16" ANN. GLASS SILICONE DOWSIL 995 rDOWSIL B99 1 GE-1200 53 AT 1/4 POINTS GLASS TYPE 'A' 7/18' OVERALL LAM. GLASS LAZING OPTIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS STFP 1 _STEP Z STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REDA/WEMENT BASED ON WIND VELOCITY, BLDG HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. FOR SIDELITE PANEL (0) CCITT SEE SHEET 3. FOR SIDELITE COMBINATION WITH DOOR SEE NUWON CAPACITY CHART ON SHEET 4. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16' HEAT STREW° GLASS INTERIAYERS— .075' So6ex CP With PET Core By 'Eastman Chemical Co.' _ .090' Satiex Clear And Color Glass By 'Eostmon Chemical Co.' 090" SeniryGloe By 'Kuroroy Americo, Inc.' .090' Troeifd PVB 8Y Kuroroy America, Inc.' 3/16' HEAT STREN'D GLASS SILCONE DOWSIL 995 DOWSIL 899 GE-1200 / / AT 1/4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-1226.05 Expiration Date0810812023 By Mlam a Product Control DOORS/SIDEUTES ARE RATED FOR LARGE AHD SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FEBI5.2J8 i Wit it /l /r7y''' 1jCEN6� •: ��. 'ONAt. t 4.U12 0 kk e Qd xg o mppIgl • o b N M1 0 g� gaat & gvhil amlhe Si LY 3 2 Es.. 6 E 6 i drawing no. W13-01 (sheet 1 of 13) •••• • •• • • • • • z • • • �m • • • • n •••• • • • 3/16' TEMPERED GI ASS 3/8" AIR SPACE 3/16" ANNEALED GLASS • • • • • • • • • 12 V • 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS .090" Interlayer .075" Interiayer • f • • SoflexeClear oral Color Gloss SaBex CP With PET Core •••• S • By 'Edema. Che•ical Co.' By 'Eastman Chemical Co.' I • \ \ • • • •• • • • • • • 3/1•" HEAT Si•EN'D GLASS • I • • • • • 1641100411E• • DOWSIL 995 /0s11• V9 GE-6200 ••t• • •••••• ` XL EDGE SPACER • • • • •,• OTR STEEL BY 'CARDINAL' • DURASEAL BY 'OUANEX' / OR • • SUPER SPACER BY 'QUANEX' r •OR • KODISPACE 4SG TPS BY 'KOMMERUNG' AT 1/4 POINTS GLASS TYPE 'Cl' 1" OVERALL INSUL LAM. GLASS 3/16° HEAT STREW() GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' 0R SUPER SPACER 8Y 'OUANEX' / OR KODISPACE 4SG TPS BY 'KOMMERLING' AT - 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS 3/i6' TEMPERED GLASS 3/8" AIR SPACE 3/16' ANNEALED GLASS _ .090" SentryGlas INTERLAYERS- By 'Kuraray America, Inc.' _ .090' Tronifol PV8 By 'Kuraray America, Inc.' 3/16' HEAT STREN"D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 XL EDGE SPACER ST. STEEL BY 'CARDINAL' I OR ---------__k_ DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'OUANEX' / OR KODISPACE 4SG TPS BY 'KOMMERUNG' AT 1/4 POINTS GLASS TYPE 'C3' 1" OVERALL INSUL LAM. GLASS FEB 1 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By MLa roduct Control 010 111111//// OF U 40. FAX. (305) 593-6592 drawing no. W13-01 sheet 1.1 of 13 42' 8' MAX. HINGES HEAD/S8J SEE NOTE �CGRNERS BFloW ODOR FRAME WIDTH 3' • • • • •••.1#u • a to • • lo • • • • • • • •• /I 11 / 11 Tfr_ • • • • ,• 5• • •. 2• • • • • • • • •D.L OPC. • • • ,▪ 03-Ep4i • • • r —__ • r 1 (r \ 6 r 4 2rIL __ J '.• / /ti • u •--c•14 11 •• •• 11 I yyr •••.N\ __--1,-_-_• II • II 1\ I \ • • • F •'S• -H :ACV •a ,-L • • ••••g m 28 1/4" D.L OPG. 2 ANCHORS TYPE 'A', '8' OR 'C' AT STILE ENDS Sog 2 ANCHORS TYPE 'B' AT STILE ENDS HINGES SEE NOTE BELOW 8' M X. HEAD/SILL CORNERS 81 1/2" DOOR FRAME WIDTH N \. / / / / / I \ 11 rr ,r FLU BOLT SSEE SHkT 11 C C - / i te m d a / / / O 3 POINT LOCK SEE SHEET 10 \\ ./; \ \ \ w..C. P 1 1 .if __ --4 IN / 11 / \ I I // / 1r ACTIVE I,, NNAC DOOR OPTIONS 28 1/4' Di. OPG. 28 1/4' D.L OPG. 4 ANCHORS TYPE '0' AT STILE ENDS TYPICAL ELEVATION ( XX ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSI? GLASS TYPES 'A', 'B', 'Cl', 'C2' & 'C3' FRAME LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS • :.,..•1•..' ;t l'..: ' +11 HEIGHT ADA SCH � -BLOW' CXL KOD QUAN P-1/4" ♦' 72' 86' 35' 70.0 80.0 \ 80.0T) 80.0 80.0 80.0 80.0 42` 81-1 2 86' 39-3/4' 80.0 70.0 80.0 80.0 70.0 70.0 BOLO - NOTE: VERIFY COMPUANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGRING NOTE: PERIOOSD OF HUTO RRICANE WARNIAND SILLINNG. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SEE CHART FOR QUANTITY o 71 vAtc- 4z SURFACE APPLIED FALSE MUNTINS MAY BE USED I OM SFTS• SCH - SCHLAGE CC - COPPER CREEK BLD - BALDWIN GLASS MASH ATORC- CXL - CARDINAL XL KOD - KODISPACE WAN - QUANEX DURASEAL QUANEX SUPERSPACER DOOR DI 0 DIMS D.LO. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 13.75' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' '8' 'C' I/4" 4 4 4 3/8' 6 6 6 1/2' 7 7 - SINGI E OR DOUBT F f100RS WITH SADDLE (ADA) SILL Z n E. . kit o Nw grog § oatml 2 f COMP-ANI,\W13-01CCI HINGES' 4- X 4-1/2' BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8' FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35' LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL. WIDTHS (SADDLE THRESHOL)) FEB 1 5 201E PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Dat00E/08/2023 BY Miam ettantro '4 • • • 43 1/8" SIDELITE WIDTH 6' MAX. HEAD/SILL CORNERS _ •• • • •• • 0 ••! J • o •• - • •- • •� • � • • •• • •• O /' // - •'/,•• • A. •• • •• • • • • •• •• •• • • •••• • • • •••• • • •• • • • • •• • • • • • •• • 30 1/8"• • • - .L. OPG. • • • • -TYPICAL ELEVATION 0 3 4 165 1/2" MAX. 42" 81 1/2" 42" 6" MAX. HEAD/SILL CORNERS SIDELITE WIDTH 1l DOOR FRAME WIDTH 3' ) = / 1\ 3 F0160 LOCK SEE SHEET 10 . SIDELITE LOAD CAPACITY - PSF 0R STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A', •B', 'C1' GLASS TYPE '02' GLASS TYPE 'C3' WIDTH I HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EICE(+) INT-(-) 30" 33" 36" 37-1/8' 39" 42" 84" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 30' 33" 36" 37-1/8" 39" 42" 90' 80.0 80.0 80.0 80.0 80.0 80-0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 30' 33" 36" 37-1/8' 39" 42" 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 37 1/8" II If D.L. OPG. SIDELITE OPTIONS ACTIVE \ II \ FLUSH, BOLT DETAIL SEE SHEET 11 /ll of 0 rc J u � d II / / / II IV / / 11 11 INACTIVE SIDELITE WIDTH T ac SEE CHART FOR QUANTITY HEAD ANCHORS OUANTTIY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 'A' 'B' 'C 1/4" 4 4 4 3/8" 6 6 6 1/2' 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 b 28 1/4" D.L OPG. GLASS INSUI ATOR I IMITATIONS FOR SIDFI ITF$ WIDFR THAN 37-1/8" ONIY 90" . 96" HEIGHTS FOR GLASS TYPES 'C2' & 'C3' OUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAX. LOADS TO 370.0 PSF) 28 1/4" D.L. OPG. TYPICAL ELEVATION ( OXXO ) SIDELITE D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH - SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.LO. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 4 ANCHORS TYPE 'B' AT STILE AND MULLION ENDS 37 1/8" D.L. OPG. 1 U SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB 1 5 201R PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia oduct Control `111111 1111TTY7 �.��wG�NSF•,® • ▪ 'Nb. 0592 - - f E ioNAt u 5 d a 8 6 2 5 GE THIS SHEET N 0 '-1 drawing no. W13-01 sheet 3 of 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF DOOR SIDEUTE SIDELITE TO DOOR MULLION SIDEUTE LEAF FRAME (SEE NOTE BELOW) WIDTH INCHES WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) 24 80,0 90.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 84 80.0 80-0 37-1/8 80.0 80.0 39 B0.0 80.0 42 80.0 80.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-1/4 0 80.0 80.0 37-1/B • • • • 80.0 80.0 • 30 • •• 030.0 •• 80.0 • • 42 • 8%0 : 80.0 24 • • • ••• 80.0 80.0 • 30 • • :30.0• 1: 80.0 33 • t•4 • • • 80.0 • 36 304/4 ••96 7130 78.3 37-I/8 • • • •• e7.2 • 77.2 • 39 • • 071,.40 • • • 75.4 • 42 •• • 7i/6• •• 72.6 1 • •• • •• • • • • •• • • •• H. • • • •• • • • • • • • • • •,•-• • J • • 1 • • • • • • • • • LEAF WIDTH SIDEUTE WIDTH DOOR FRAME WIDTH • DOUBLE (XX) 81 -1/2" MAX. SIDELITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 3. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE, DOOR/SIDEUTE OR DOOR/DOOR MUWON CHART WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME WIDTH SIDELITE WIDTH ( XO) ( OX) SIDEUTE DOOR FRAME WIDTH WIDTH SIDEUTE DOOR FRAME SIDELIIE WIDTH WIDTH WIDTH $ O / . \ [ H T \ \ \ er.`1011i ,/©\\o /r \ / \ / / \ / ►A•>_ MULLION END ANCHORS SEE SHEET 3 DOOR STILE END ANCHORS SEE SHEET 1 OX0 ) SIDEUTE DOOR FRAME DOOR FRAME DOOR SIDEUTE FRAME WIDTH WIDTH WIDTH `Ai v / \ /„ i ,0\ \ \ O \ / \ / \ / \ / v .. ,117 ( XOX ) SIDELITE WIDTH WIDTH WIDTH / \ 0--. /o �� CID-- / , \ \ \ \ / \) / / / , j "• ,�. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia 1-Dad Product Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 111111/ Ii/ FEB1 5 2018 . 70592 STAT OP `•:`T P•�' ms: 1;ONAE. ��\• 7`Illtltt� COMP-ANL\W13-01C0I 8 5 U 5 C n 17.03. 0 L n o w C 1-n. N inn-2 3 1 I O 3 L C 0 c, 0 - N `0- n NO CHANGE THIS 0 8 0 a v 8 S 0 co T c � drawing no. W13-01 sheet 4 of 13 • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • •• •• • • •• • • •• 6 EDGE DIST. 1 CONCRETE Cri 0 • •• • • • • •• • • •• •• • • • • • •• • • ?• • ❑• w • • • • Ji • • • • • • • • • • n r n� Cl • •CD TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 • 1_,011 EDGE DIST. • •• • • • • • • • • • • • • • • • • .. •• •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING POURED & HARDENED HIGH STRENGTH GROUT 1'c - 5000 PSI MIN. NOT BY CGI WINDOW MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70.0 PSF DOOR DETAILS FEB 1 5 1018 PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date08/08/2023 By Miathi-D roduct Control COMP—ANL\W13—01C01 2 9 FAX. (305) 593-6592 0 8 0 8 No CHANGE THIS SHEET S v drawing no. W13-01 sheet 5 of 13 • 1EY W000 BlJ(:K SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • •• • • • • • • • • • •• • • • • • • • • • • •• • • •• • • • • • • • • • • • • WO01 BUCKS AND RII'f.L.•9TPtUCNRE NOT BY CGI WINDOWS WIT SUSTAIN LOADS4,II01POSEEJ BY GLAZING SYSTEM !ND SRAN9FER THEN TO THE BUILDING STRUCTURE. • • ;CAL Artcrip.Rr SEE ELEV. FOR SPACING TYPE 'A'— M/N. DA. ULTRA 0N1By�ELCO' (Fu=177 KSI, Fy=155 KSI LEN H • • tilt? iBY WOO& VOGRS OR WOOD STRUCTURES • 1-•1f2" MIN. PPNETPAION INTO WOOD (HEAD/JAMBS) iHRY 1BY BUCKS INTO :ONC. OR BLOCKS EMBED INTO CONCRETE (HEAD) • 1-- IN. • 1'1 /4" MIN. OR TYPE 'B'— 1/4 DW. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. 0R BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE C'— 1/4" DIA TEKS OR SF] F DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R 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 0R JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Ern = 2000 PSI MIN. ANCHORS MAY BE HEX 0R FLAT HEAD. 2BY W000 BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS METAL STRUCTURE ('J it mN 0 0 ,, rl MIAMI-OADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE NOA FEB1 5 2018 TYP CAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1226.05 Expiration Date 08/08/2023 By / MiamtKDad roduct Control �:''�10EN3F'•. Ne, 70592 • OF ' ®IiIILttI\\' OUTSWINC COOR (LM.I./S.M.I.) 0 0 8 0 6 0 111 Lk- 8 drawing no. W13-01 sheet 6 of 13 3/B" MAX. LOAD BEARING SHIM ACTIVE LEAF TYPICAL ANCHO SEE FOR SP ING • •• • • \ • • M!TAL • • • • TRUCTURE • • • • • • • D.L OPG. OGG ONE ..n.-______eminm =Mi 1110 EI is R1 4mmoiley =:=:.r ,.:::,1: WMA 0 - 33CD4 01 ■ EXTERIOR LEAF WIDTH • • • • • • • DOOR FRAME WIDTH •• •• • • • • • •• • 1/24 MAX.• • • LOAD °PARING4r SHIM • CVO IRAScOORY • "••• CAL ANCH • •- SEE 4FLEV..; FOR SPAC4 •• •• • • •••• ••• • • cly ••• • ••• sLui D.L. OPG LEAF WIDTH EXTERI OR DOOR FRAME WIDTH 1BY WOO :UCK SEE NOTE S PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 0 08/2023 Da TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L OPG. LEAF WIDTH induct control I DOOR DETAILS INACTIVE LEAF FEB 1 5 1018 1/2" MAX. LOAD BEARING SHIM BY WOOD BUC Wr.D STRUC RE SEE TE EET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING ` \\I�IIIIIIIII 70592 $TA OF • • \,s\IIIII111 1 0 L a 0 0 c 0 0 drawing no. W 13-01 (!heet 7 of 13) • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • TYPICAL ANCHORS FEE ELEVATIONS 090 O _ FOR SPACING . .'EDGE'OIST. o.- MATING JAMB FASTENERS FOR LOCATIONS ' 4.4U AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX (305) 262-8978 COMP—ANL\W1 &CONCRETE . TS _; CONCRETE, �� (� SEE DOOR JAMB SPACING `-' ON SHEET. 2 & 3 •' n.--- BIB all� oi 'A5 m2 1, NCI N N O _1 J WINiln °' In °' '-a...-- Imo j1;:i . `, eMillhielt+ PRODUCT REVISED • •• `Q`j 9 EXTERIOR ® ® as Building'Cod with the Florida NOA-No. 17-1226.05 • •A • • / • • • • • • i • e Expiration Date 08/08/2023 II • • • _ m 2 w F.'• - d g CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL, 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 it j LEAF WIDTH D.L. OPG. Miam MI Control 1 • • • I, I !ui j 1 • •• • • • D00R FRAME WIDTH a roduct SIDELTTE WIDTH 1 • /• • • • • • • • • II • • • • • • • • •• • 1 • •• �+ I Ij I: . III I 1- I� I- • • • • • • • • • • • • •I •1 • •• •• •• 42' MAX. SINGLE (X) 81-1/2" MAX. DOUBLE (XX) 1/2" MAX. • a •0 III LOAD BEARING. SHIM MATING JAMB FASTENERS = °1 01 •i ❑• g• •.y • K • p j 111 •?____ • • • CONCRETE .' 0 m © FOR LOCATIONS 2 0 SEE D00R JAMB SPACING © ON SHEETS 2 & 3 • • • %��•t_ 1 • • • • • I! i. • • MASONRY • • •••• 1 4,11S1tS1:ct15 8 iisions: )-1 date by descn tlon 05.14.15 N0 CHANGE THIS SHEET 08.05.15 REV. PER RER COMMENTS 11.16.17 _ GENERAL REVISION 02.13.18 REV. PER RER COMMENTS • I P r.- Ism nII_ fTf m®3s `L+Jv EXTERIOR 1 ® D.L. OPG. LEAF WIDTH TPICAL ANCHORS SIDELITE WIDTH DOOR FRAME WIDTH (.1.. 4" LONG SEE ELEV. FOR SPACING 42' MAX. SINGLE (X) 81-1/2' MAX. DOUBLE (XX) FRAME WIDTH ��©11. ®`� \ v 0 +�' 10 � APPLY SEALANT \\\\\\�11®1/,T BEFORE MATING ` ;�� . GENBF •� � FEB 15 1018 /` �.N 7D42 date: 01-03-13 ecole: 3/8. ,y 7MI0 chk by. 1 :: : : _ONCRETE. • ,•'. NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" '�\ T ECF \TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS / 6S ��,g • �c®� FOR SPACING SIDELITE DETAILS p AL / __ sheet 8 of 1, f till\\\\ • • • • • • • • • • • •• • • • • • • • • • • • • • f••• • • • • • • •• • • • • AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C I TEL. (305) 264-8100 FAX. (305) 262-8978 l COMP-ANL\W13-OICGII ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS DUMMY _ _l 1 AL-189 AS REQD. FRAME HEAD & SILL 6063-76 KEYMARK / SAPA ri __ ®G 2 AL-190 AS READ. FRAME JAMB 6063-T6 KEYMARK / SAPA 4-r---�______- J I II 3 AL-196 AS REREMSIDELITE HEAD & SILL 6063-T6 KEYMARK / SAPA ilin ® 4 AL-197 AS READ. FREE STANDING SIDELTTE JAMB 6063-T6 KEYMARK / SAPA ACTIVE LEAF � INACTIVE LEAF 5 AL-198 AS READ. MATING SIDELITE JAMB 6063-T6 KEYMARK / SAPA I.- G1 i� �.t• 6 AL-193 AS READ. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA J� IIII IIII ��In'1'S"� 6063-T6 KEYMARK SAPA / I Lb II --- - 7 AL-194 As REGD. PANEL VERTICAL STILE "��i iE _41�I��;19. , �l ii.__ e AL-199 AS READ. SHEAR BLOCK 6063-T6 KEYMARK / SAPA �. I �� u1�•eii y AS REQD. FRAME HEAD & SILL SCREW COVER 6063-T5 KEYMARK / SAPA � 1"I}�r ME 9 AL-191 AS REQD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA QI� 10 11 AL-192 AL-121 AS REQD. GLAZING BEAD (7/16" LAM.) 6063-75 KEYMARK / SAPA ei 1"--I OPERATION OF DEADBOLT a 12 AL-123 AS REQD. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-75 KEYMARK / SAPA (WITH KEY FROM THE C EXTERIOR EXTERIOR ____ _ 13 AL-200 AS READ. SHEAR PLATE 6063-T6 KEYMARK / SAPA IN ERI0R)THUMBTURN EXIE ORE INTERIOR) -— 1 0808 14 AL-195 AS REQD. ASTRAGAL 6063-75 KEYMARK / SAPA ACTIVATES THE THREE-POINT L.______ ____ J LOCK MECHANISM 15 !Lj515il AS REQD. FREE STAND JAMB SCREW COVER 6063-75 KEYMARK / SAPA REGARDLESS OF LOCK SET • 16 • • L-5006 Aj REOl• • SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA OPTION INSTALLED. SECTION AT DEADBOLT LOCK 1 • 17 HO-4503PL Ar• lino. • THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY gg= N CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL, 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 • 16 •1 •lja1 • AS RE00. • FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, SIELL CGI PROPRIETARY • 19 HD-3455 PASS AE REQD. • LEVER LATCH LOCK, AT ACTIVE PANELui 20 H005455 A,: kOch • t DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL ©® 0.3DeD 2• 2 —� ill Ai MI • • LEVER LATCH LOCK. AT ACTIVE PANEL 1_ • 23 i0R601. 110 TOR11D5 A• •8fT• • • DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 24 AS 4E0 DEADBOLT (THUMBTURN), AT ACTIVE PANEL , • 25 •4&60 • H•-34-00111 ♦� AF REQD. • LEVER LATCH LOCK, AT ACTIVE PANEL ram— ® `�-- ACTIVE LEAFI INACTIVE LEAF 26 HD T34-1M1% AS SiEaI • DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK 1 AT ACTIVE PANEL �� ? ) �n ( ) • 27 HD- 4E5832410 Ai *44 • • 5 RR:D•. DEADBOLT (THUMBTURN), LATCH LOCK STRIKE PLATE S. STEEL - II -�Lt lil III' 111 28 •0—`l •• _- �i11I �l 28A • t • 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - I , i`�. _311111T G l�1W-1�. If �� t II 29 fro-S3� Aa REQ• f DEADBOLT STRIKE PLATE 5-STEEL - 1 • n� I�, r/LATE : ie X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 1` 1 i,`"" l" i e •29A 30 • •-• • •HD-536N• AS RE00. LATCH LOCK STRIKE PLATE SHIM NYLON CGI z1 31 HD-390P AS RE00. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI (a) & DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR ^ v • " NO CHANGE THIS SHEET N0 CHANOE THIS SHEET GENERAL REVISION REV. PER PER COMMENTS 32 33 HD -STRIKE BOX HD-525-9-REV AS REOD. 2 /LOCK'MECH. LATCH LOCK BOLT LOCK ASSEMBLY 5. STEEL CCI I C 33A HO-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-108 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-A8800-US32D 4 /LEAF 4-1/2" x 4" HINGE BRA55 HAGER 36 HD-AB800-US 4 /LEAF 4-1/2" x 4" HINGE S. STEEL HAGER 37 03/8"-16 ROD 2 /LEAF 03/8"-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REDD. .187" x 320" ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB E•„", F■■11 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - SEALANTS: p®��p� 5 ONNINI 41 HD-12-10042 AS REQD. .350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMES9URY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 42 WS-32011 AS REOD. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL - Ab1ESBURY GE SCS2000 SILICONE SEALANT. 8��©�. 43 HD -CUP ANGLE 2 /EACH 2 x 2 x 1/4" CUP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - 44 - 3 /CORNER /10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - PRODUCT REVISED//111111 /AA as complying with the Florida /A/ n I .6 � �1 `l R `�.� 45SEE - ELEV. 14 x 3 4" HH. TEK MULLION ATTACHMENT - / ( ) S. STEEL Y�1 - Building Code �x -Wp+� �tB�� -• "'4q 8/HINGE 4/CUP #12-24 x 1/Y PHP. Eli UC. THREAD FORMING S. STEEL NOA-No. 17-1226.05 �� - V.••• J NSF '•'® 46 47 - 2/EACH 16 x 1/2" PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expiration Date 0 8/2023 �� 48 - 1/EACH #10 x 3/4" PHP, PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY_) S. STEEL _� - By FEB 1 5 2018 _- .No. 0592 =_ 49 03/8"-16 NUT 4 /LEAF 03/6"-16 SERRATED -FLANGE NUT (2)NC PLATED) STEEL - Miaml- ad roduct Control * - 50 - 2 /FLUSHBOLT #8-32 x 1/2 PHP. PH. MS. (FLUSHBOLT ASSEMBLY) 5. STEEL - _ •,,,IX- 'C. r J drawing no. W1 3-01 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ 16 x 1/2" PHP. PH. SMS. ALUMINUM SCREEN TECH t(/' 52 HD-34-10003 1 /SCREW HOLE WSTALIATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON - �i%��' LP••of.y\ 53 - 2/ LITE SETTING BLOCKS EPOM DUROMETER 8035 SHORE A 'AAA/ON V.., `\ sheet 9 of 13 • • • • • • • • • • • • • • • _ • 11 LOCK (ACTIVE) 5TRE A5TRPGRL #10-2- x 2-12' PHP. PH.55. MI5. 0.450' (O0) x .031' NYLON WASHER 0.295 (OO) x .040 x 2' 5. 5TEEL SPRING 0.45P (00) x .031' NYLON WASHER TOP 5IX ROD WITH COUPLING NUT 0.-STILE HT.- 49.5751 NYLON SILENCER BLOCK 03.500• S. STEEL 43110E BO IONI ilex ROO W/ COUPUHG NUT (LE4GTH.94') UNLOCKED POSITION LOCKED POSITION -5 FEB1 5 1018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miami e Product Control 1111i 11111 No Y\l l 11111t. t) b C I In O K 8 'O N N 2T — 3 N� i O PT n .v 3 C z k 0 O 0 12. drawing no. W13-01 (sheet 10 of 13) • • • • • • • • II • • •ti • • • • • 1• = • • • 1• z • • • • • • • •• UNLOCKED POSITION LOCKED POSITION z U 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia I -Da •r• roduct Control NOTE: FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) FEB 1 5 2018 \\\1LI111111/j A� ��'' V1G€NSF '•.. 7P592 �• , E OF • %I1111110 t�U J E�E rl t3 o` 5 NO CHANGE THIS SHEET NO CIUNGE THIS SHEET c drawing no. W13-01 sheet 11 of 13 • •••• • •••• •• • •••• • • • • • • • • • • • • • • •••• • • • •••• 0 DOOR FRAME HEAD/SILL .062 - - 1.625 L-1.587J FRAME COVER 6.438 • • 3.525 075 1.625 • •• r_1.587 1.6125 .062 SILL COVER r -1.788 -I O TOP & BOTTOM RAIL • • • • • • • • b3 },�� • . • •• • • SIDELITE T' & BOTTOM .t!• • is SIDELITE JAMB COVER • • • • • • • .805• • • .4651 I_ .0753- 1.063 t4 • •• •• • • 070 •••• • - 10360 - .t45 • • • • •• • •• AST4Q.4. ADAPTER• • • • 4.000 • • • 6•=•-1.810 1.125 �- d .500 SHEAR BLOCK 0 HINGE & LOCK STILE SHEAR BLOCK PLATE .125 Cr ap �1 .500 4.000 is SADDLE THRESHOLD .125 2.388 V -�I 1.225 F� DOOR FRAME JAMB O SIDELITE FRAME JAMB .310 .080 .465 20 4.000 �5 d 505 .200 Q .870 F� O SIDELITE MATING JAMB it GLASS STOP (LAM. GLASS) -{ j-.120 .995 .062 .050 12 1.184 (o- GLASS STOP (NSUL. LAM. GLASS) FEBI 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mil J 8 8 0 m v 0 0 iu 0 5 b drawing no. W 13-01 (sheet 12 of 13 U 0 • • • •• • • • • • 4 • • • • • • • • •• • 0 HOLE CAP ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS BATIKtme , • M STENfiS IIEE SHIET 8 • FOR DETAIL • • • • • • • •• •• •• •• 1:0011 F) ME TOP 6c BOTTOM CORNER LEAF TOP & BOTTOM CORNER ACCESS HOLE SIDELITE JAMB CORNER TOP & BOTTOM SADDI F THRESHOLD CORNER ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia FEB1 5 2010 roduct Control 8 F 5 5 G 2 0 0 GENERAL REVISIO NO CHANGE THIS SHEET .40 0 5 5 drawing no. W13-01 sheet 13 of 13 LORIOA CCRARTMCNYOf Business ProfessionalRegulation R OFFICE OF THE NSECRETARY1G1 h5OUT_e8PR• U8f?R DIVISIONS BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stets & Facts I Publications I Contact Us I BCIS Site Map Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL# Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email 0 JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report. Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code • • •P'4. 6)08• R8• •COI• •• COI J W 6S 2015-04-27.pdf • • • • • • • • • • • • • • • • •• •6landerd • • • •• Year TAS 201 1994 TAS 202 1994 • ••• • ••• • • • • • TAS €03 • • • • • 1994 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • Florida Licensed Professional Engineer or Architect • • • • FL1670$ 1348 tjiv•AST .E84 Equivalency Letter SS 2017-08-31.pdf • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/02/2017 12/12/2017 12/18/2017 02/13/2018 FL # Model, Number or Name Description 16708.1 } A Design Pro / Smooth Pro / udio Fiberglass Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 8-0 I• .in• and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: FL16708 R8 II A010871A X, OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4663.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.2 B Design Pro / Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010872A X, GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4438.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.3 C Design Pro / Smooth Pro / Studio Fiberglass Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010873A XX, OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4664.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.4 D Design Pro / Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010874A XX, GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4440.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.5' E Design Pro / Smooth Pro / Studio Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes • • • • • • • • Dtluitip esign Pressure: N/A •• •• ••. •••••C.- • . •. Installation Instructions FL16708 R8 II A010875A OXO, OX OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Create by Iry4pendent Third Party: Yes Reports FL&6 018•Rg.AE PER4665.1 SS 2017-11-17.pdf ' • atgdpyindependent Third Party: Yes 16708.6 F Design Pro / Smooth Pro Fiberglass • ••• • • • • • • Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9- Ona.6-8 and 9-0 Y 8-0 Inswing and Outswing . • • • Limits of Use • • • • • • • Approved for use in HVHZ: Yes •. • • • •• •Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A • • • • • • Other: • • • • • • •• •• • Osta4latigil Instructions ••FL•16708• R8 X A010876A OXO, OX GLZ SS 2016-08-26.pdf Verified By: Herrnes F. Norero, P.E. 73778 Created by Independent Third Party: Yes i Evaluation Reports .FL.ijotug R8 :E PER4442.1 SS 2017-11-17.pdf •• Creredsby.InIependent Third Party: Yes _• •• •• • • • •• •• 16708.7 G Design Pro / Smooth Pro / Studio Fiberglass Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010877A OXXO, OXX OPQ SS 2017-02- 09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4666.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.8 H Design Pro / Smooth Pro Fiberglass Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010878A OXXO, OXX GLZ SS 2016-08- 26.p> Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4444.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: reek r Credit'Card- t. 'Safe seeurit\'su_ titles .. ... . . • • • • • • • • • . . •• .• •.• •• . • • •• • ••. . •.• . • • • • . • • • • . • • • • • • • • •. • • • • • • • • • • • • • • • • • • • . • • • ••• • • • ... . • . . •.• . . • • • • . . • . • • • •.• • • • . . . • . . . • •• •• • • . .. •. ••. . • • 000 . • JELPr.EN DESIGN PRO / SMOOTH PRO / STUDIO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. • • •• • 3. Ti1E INSTALLTLIR11 DIALS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 4SPECIFIC SITF. IF•STTE CONDITICNS CAtIE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED • *REIN, A LICENSED EVINEER OItFYtI•1ITECCP SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUME T • • • • • •4. APPROVED IMPACT PROTECTIVE IKSTW1 15 DOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT • RESISTANCE. • 5. DOORS D 0S SAI 1 FOR ILL11SYRA=I� PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH • • • • AN • • • • S • ROTE: AFCCD *-497 •ILL MEETS 4441 INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAININASILLS ROT•IATED FOISWATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT �f2()DUCT ME'FS TH}SREQUIREMENCORQ•UCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY • VERHANG SU1 1 THAT OVERHANG40•HI ATIO = OH LENGTH = OH HEIGHT 15 0 1.0 • •• • • • • • • •• • • • • • • • • • • • • •• • • • • • TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A WOOD SUBSTRATES 7 A CONCRETE SUBSTRATES 8 A COMPONENTS & BILL OF MATERIALS 37 1/2" MAX._ O.A. WIDTH 6 0 ACTIVE vvvICI vrvv 6'-8" DOOR HEIGHT 37 1/2" MAX. O.A. WIDTH TYP. ELEVATION 2 1 8' 0. DOOR HEIGHT NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. CONFIGURATION MAX. OVERALL NOMINAL SIZE DESIGN PRESSURE (PSF) MISSILE IMPACT RATING WIDTH HEIGHT INSWING OUTSWING POS. NEG. POS Na•. OPP 3'-0" 6'-8" 65` 65 �, 65 LMI & SMI X 3'-0" 8'-0" 50• 50 50• 50 LMI & SMI "SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. HINGE LOCATION PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD.. STE. 338 DANIA BEACH, FL 33004 PH: 1954 399.8478 A%:(9541744.4738 WEB: www.bU dingdroGs.com 01 N Z c20 0o w2 C 0 CC ofa, Ln w ra- O Q Z Z hL2 CC w Z J Q —1Lr w O U CC r CC 0- Wo • ti REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 96/23/14 HIS DOCUMENT IS 131E PROPERTY OF BUIIOW G DROPS, INC u NGTBE CONSENT OFBUIWINGED ORS.IN NT OF BUILDING B OPS. INC. ATIONS,'is=fOx5INIGINUGINTNG 17i OX, MARKIN ITTEO AxO ‘�`�.S F `` ' •• T T 455 (7 � 398 E '2AVIA0,1AR3DBS e FBPE CERT. OF AUTHORIZATION NO. 99571 )igitally signed by Hermes F. Norero, P.E. Season: I am approving this document Date: 2017.02.09 15:24:09 -05'00' DATE: 02.05.14 DWG. Y: G LITJ M CHK.SS Y: MSS SCALE: NTS DWG. 5: A010871A SHEET: OF8 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 P51 AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS OAN•#FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR • L OCATIONN,`I 3E DII9IFANCES, EMBEDMENTS, AND SHIM SPACING. • •• • 9. •OPTIONALLY, ANCHO S CAN BE PLACCD IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDM41401E DISTANCE•ORE ACFREVED. • • • • • • • • • • • • • • ANCHOR •rrr TABLE •• • I•••• • • •MI?OR TYPE • • • • • • • •• • • • • CHOR♦ SI•E • • • • • •• • • •••••• SUBSTRlRL• • • • • • •.••••• •• • MIN. F4BEDMENT • MIN. EDGE DISTANCE 6'8" DOORS 8'0" DOORS MAX. O.C. SPACING AT JAMBS MAX. O.C. SPACING AT JAMBS • •A•dlib SCREW • #� 2x woo• j^,0R FRATATNG • • • 1-1/2" 3/4" 17-1/2" 17-1/4" • ITW TAPCON •••• • 3/116' rr•• CONCRE/CkI? • • 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON • •1}411 • CONCRETE/CMU • 1-3/8" - CONC 1-1/4" - CMU 1" 17-1/2" 174/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" DETAIL B2 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION 2- #9 X 2 1/2" PFH PFH SCREWS 1- BOTTOM SHOOT BOLT PLATE HOPPE #2098911 DETAIL D2 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) 2-#9 0 2 1/2" PFH SCREWS CA SILL SECTION VIEW 2 HEAD SECTION VIEW 2 INSWING SHOWN OUTSWING SIMILAR INSWING SHOWN °MINING SIMILAR SEE DETAIL B2 SEE DETAIL 02 SEE ANCHOR TA 37 1/2" MAX._ O.A. WIDTH 3" TYP. C2 ■ C2 A2 2OTYP. ANCHOR LAYOUT 6'-B" & B'-0" DOOR HEIGHT SEE ANCHOR T NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. PREPARED BY: BUILDING DROPS, INC. 396 E. DANIA BEACH BLVD., STE. 330 DANIA BEACH, FL 33004 PH: 19S6 39943478 FAX. (9SON44A738 WEB: www.nu din0drops.cum TYPICAL ANCHOR LAYOUTS AND NOTES BY DATE GL 6/23/14 THIS DOCUMENT IS THE PROPERTY OL BUI DIN DROPS, INC AND SHALL NOT BE DDUCE IN WHOLE OR PART BUILDWITHOUT WRiTTEN CONSENT OF NGD ORS. INC NUGHONOOROiHER MRING3a0.TONl U DOCMT ARF NOi ENPRMii2fD aND 7k * v T T cr F Sp'9�`I�9B�Epp��rryyazgEvyuy��R�G\`��. 39 Ef,?,/fI ILI01ADA1 9` FBPE CERT. OFRAUTHORIZATION NO. 29SHI Add ADA sill, Muni-Poln3 Lock DATE: 02.05.14 DWG. Y: G L%TJ M SS,fMSS SCALE: NTS DWG A010871A SHEET: OF8 2 J REMARKS • •• • • • • • • •• • 1•• • • • • • •1 • •• • • • • • • • • •• •• •• • • • • • • • • •• • • • • • • • • •• • • • • • —111— • • • •• • • • • eµ�ICHOR21, BUCK IN wAYOUT •• • • • •• • • • • • • •• • • • • • • • • • • • • •• 4 1/2" TYP. 4 1/2" TYP. 1 1/2"OFFSET I 1 • •• • • • • • 11/4" MIN. EMBED TYP. SEE TABLE 2X WOOD BUCK 7,4 2X WOOD BUCK INSTALL. ANCHOR PER BUCK ANCHOR TABLE co2X WOOD BUCK INSTALL. T2X WOOD BUCK INSTALL. CROSS SECTION SIDE VIEW NOTES: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. SL230 SL130, LEFT SL130, RIGHT SL220, LEFT SL220, RIGHT SL230, 8'0" SL130, 8'0" SL300, LEFT SL300, RIGHT SL600 QUALIFIED SKIN PATTERNS .250±.010 .092_.00 + 0105 1 .030±.010 TTYP. GROOVE DIMENSIONS 3 2X BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SUBSTRATE EMBEDMENT MIN. EDGE DIST. TO SUBSTRATE MIN. CENTER TO CENTER DISTANCE 6'8" DOORS 8'0" DOORS MAX. O.C. SPACING AT JAMBS MAX. O.C. SPACING AT JAMBS ITN TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/6"1-1/4"--CONC.CMU 1" 4" 25" 30-1/4" PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 33B DANIA BEACH, FL 33004 PH: 195413994 08 FM: 1934p44.4738 WEB: wwwDUllalnBdroRs.vnm REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 Add Qualified Skin Patterns LS 12/21/16 THIS OOCUMEN F IS THE PROPERTY OF BUILDIN DROPS, INC SHALL AND NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING D OPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS ARE NOT PERMITTED AND ‘'"E5 FO /'/ v - 73; T T F 398 SA S5E1�qi'ogqpE.��nBLniAa-�A� B oDAANI E! A0101% MAE CERT. OF AUTHORISATION NO. 29S78 DATE: 02.05.14 DWG. Y: GL TJM SS/MSS SCALE: NTS DWG A010871A SHEET: 3 OF8 1 • • •• • • • • ••A INTERIOR ICI EXTERIOR • QPERABLE HEAD OU,SWING•SHOWN - INSWING SIMILAR • • • • • • • • • • • • •• •• • • • • • • • • •• •• • • •• • •••• • • • • • • • • • • • • • ••:41tOIbR • • • • • • • • • •• • • • • • • • • • • • • • EXTERIOR 4 O5 OPERABLE ADA SILL INSWING/OUTSWING ENDURA HCI5000 OPERABLE SILL OUTSWING OPTIONAL AFCO A-117 EXTERIOR INTERIOR ej� 1,=11 OPERABLE SILL INSWING ENDURA ZAIL4565F INTERIOR OPERABLE SILL INSWING AFCO A-276/P-2000 OPERABLE SILL OUTSWING OPTIONAL ENDURA ZOBL4565F INTERIOR 7d/ill EXTERIOR OPERABLE SILL OUTSWING AFC01-2297 EXTERIOR 0 OPERABLE SILL 4 OUTSWING OPTIONAL AFCO H-497 PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH. F133004 . (954 399.808 FAX, 1954 744.4738 WEB: w.w.6u dlnsdr00K.c3m O 0 41 cc 0 cc oa 0 Q o0- cc 3- H VERTICAL ASSEMBLIES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT IS THE P800ERTV OF 9U1 DIN DROPS. INC ONSENT OF BUR. NGLD OPS.`INC. ALTERATIONS. ADDITONS, HIGHUGHTNG, R OTHER MARKINGS `� ARE PERMITTED AND``FlrnN. o /''% FBPE CERT. OF AUTHORIZATION NO. 29S78 DATE: 02.05.14 DWG. Y: GL TJM SS/MSS SCALE: NTS DWG. 5: A010871A SHEET: OF B 4 7- • • • • • •• • • • • LO'.J( jAMI •••• •OUTSWINGSHOV 9 INSWING SIMLOIR • • • • • • • • • • • •• • •• • #• X 1301" PFH 8- #9 X2.1/2*PFH • V HARDY RE W/ STRIKE • /S5RE (6'-8" & 8'-0" UNITS) 4- MPL STRIKE PLATES EXTERIOR INTERIOR HINGE SCHEDULE DOOR HEIGHT QUANTITY 3 4 HINGE DETAIL AT IAMB: PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP 1- #9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW 3- #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREWS 4- #9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS HINGE JAMB OUTSWING SHOWN - INSWING SIMILAR 3-#8X2"PFH W/ STRIKE HARDWARE 1- MPL STRIKE PLATE 13 - #8 X 1 3/8" PFH (6'-8" UNITS) 15 - #8 X 1 3/8" PFH (8'-0" UNITS) COMES W/ HARDWARE EXTERIOR INTERIOR 0544 ROCKWELL MULTI -POINT LOCK JAMB 5 HOPPE MULTI -POINT LOCK JAMB OUTSWING SHOWN- INSWING SIMILAR 5 OUTSWING SHOWN - INSWING SIMILAR 4 - #8 X 13/8" PFH 1 - REINFORCEMENT PLATE HOPPE #2512296 (DTOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY HOPPE MULTI -POINT LOCK PREPARED BY: /�\\ Jl 1� BUILDING DROPS, INC. 39B E. DANIA BEACH BLVD., STE. 33B DANIA BEACH, F1 33004 PH: 1994 399.8478 FAR: 1994 744.413B WEB: vvw.lw dln2d,4pS cam HORIZONTAL ASSEMBLIES Lki 8- 1— REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT IS THE PROPERTY OF BUI DING DROPS,,INC ITHOUT WRLFEEN CONiSEN O eunauco ovs INC. ALTERATIONSADDITIONS, HIGHUGHT NG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NO PERMITTED AND 7 * * - _-0. TT . FAEH DLTiIONN O. 29SPLI DATE: 02.05.14 DWG. Y: G L%TJ M CHK. Y: SS MSS SCALE: NTS DWG A010871A SHEET: OF8 5 • • •• •• • • • • • MIN. EDGE DIST. SEE TABLE SHEET 2 • •• • • • • • • • • • • • • • - •• • • • 2X WOOD BUCK WOOD ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR • • •• •• • • SILICONE • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • 2X WOOD BUCK • • • • • • • • OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 2X WOOD BUCK ci) OUTSWING - NO ANCHOR REQUIRED AFCO A-117 OPERABLE SILL E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 2X WOOD BUCK 0.25" MAX. SHIM MIN. EMBED. SEE TABLE SH ET 2 WOOD ANCHOR SEE TABLE ON SHEET 2 cp- JAMB (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL 2X WOOD BUCK OPERABLE SILL 2X WOOD BUCK INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 OPERABLE SILL INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F 2X WOOD BUCK OPERABLE SILL 2X WOOD BUCK OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F TINSWING/OUTSWING - NO ANCHOR REQUIRED ENDURA HCI5000 OUTSWING - NO ANCHOR REQUIRED AFCO H-497 2X WOOD BUCK OPERABLE ADA SILL PREPARED BY: \\ I/ s \� BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANHA BEACH, F133004 (950)399-8478 FAX:(930)7..4738 WEB: wow. 6Vildin8dmps.com O 0 99 h O� L< a O cc oa OQ U cc F 1- WOOD SUBSTRATES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 TH15 DOCUMENT IS THE PROP...OE ON MOO DROPS, INC AND SHALLN UCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILD NG DROP MARKINGSINC. ALTERATIONS,HIGHLIGHTING, To ``S DOCUMENT ARENOT PERMITTED AND �� NHS F. al O • * = v T T O• �� Gam; 39B E. 1,4bi taro A OM CERT. OF AUTHORIZATION NO. 2957E DATE: 02.05.14 DWG. Y: GL TJM CK. Y: SS MSS SCALE: NTS DWG A010871A SHEET: OF 8 6 • •• • • • • • • •• • • • • • • • • • • • • •• •• • MIN. EDGE DIST. SEE TABLE SHEET 2 CONCRETE/ MASONRY BY OTHERS 1X WOOD BUCK (OPTIONAL) CONCRETE ANCHOR SEE TABLE ON SHEET 2 • •• • • • HEAD¶TYPICAL) • •• •• • • • • • •• • • • • • •• • • •• • • • • •• • • • • • • • • • • OUTStINg SHOWN - INSWING SIMILAR •• •• • • • • • • OPERABLE SILL SILICONE CONCRETE/ MASONRY BY OTHERS CD OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO A-117 ID OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 1X WOOD BUCK (OPTIONAL) CONCRETE ANCHOR SEE TABLE ON SHEET 2 0.25' MAX. SHIM CONCRETE/MASONRY BY OTHERS MIN. EMBED. SEE TABLE SH ET 2 JAMB (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR CONCRETE/ MASONRY BY OTHERS OPERABLE SILL INSWING - NO ANCHOR REQUIRED . AFCO A-276/P-2000 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F CONCRETE/ MASONRY BY OTHERS OPERABLE SILL INSWING - NO ANCHOR REQUIRED ENDURA 2AIL4565F CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO H-497 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL /OUTSWING/INSWING - NO ANCHOR REQUIRED ENDURA HCI5000 ADA PREPARED BY:///\ BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. MB DANIA BEACH, FL BOOR PH: 19,0399•8478 FAX: IBS41744.038 WEB: www.bulldinBdroYs.com CONCRETE SUBSTRATES REMARKS BY DATE Add ADA sill, Multi -Paint Lock GL 06/23/14 THIS 000bMEMIS THE RAOaPROPENR40F BUDT DRO ,IN D UNNNONBIUGIIONNG.DMROPS MARKINGS 70TOS DOCUMENT ARE NOT PERMITTED AND o T T c 39BE.DAv ttivoi6'3B ERRE CERT. OF AUTHORIZATION NO. 29SIB DATE: 02 . 05.14 DWGYTJ: GL.M CHK.SS Y: MSS SCALE: NTS DWG A010871A SHEET: 7 OF8 BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOT USED) 4 ENDURA ZAIL4565F THRESHOLD - 5 AFCOJ-2297 THRESHOLD - 6 AFCO A-276/P-2000 THRESHOLD - 7 AFCO H-497 THRESHOLD - 8 • •• • • • AFCO A-117 THRESHOLD - • • • &• • • • ENEYIRAeOBL4j65F THRESHOLD - 1 0 ENDUR7 HCI500LADA THRESHOLD - • 11 • • • • • •• /JEATIERSTRIP • URETHANE FOAM & POLYETHYLENE • • • *20 • • • • NON-COMP/E 5II rIM (0.25" MAX. THK.) COMPOSITE •0•40 • • • • �3OSED) • • •••i•T•U - ••:Ji• •• • ••LN`T USED) - 15 • •#1SWCt1D INSTALA�: � C lW W/ 11/2" MIN. EMBEDMENT STEEL • • • ohs • CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) • •••••• - STEEL 17 -••••• BUTT HINGE (SEE SCHEDULE SHEET 5) • •• STEEL • 18 • • • • KWIKSET LOCK SERIES 400 STEEL • 19 • •• • •• KV•KSQ DEADOOLT SERIES 780 STEEL 20 ••-•• • • • ROCKVILL MULTI -POINT TONGUE LATCH # 73228768 6-8 UNIT • t NELL MULTI -POINT TONGUE LATCH #73228780 8-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923 STEEL 1 • O FRAME HEAD/JAMBS VARIES, SEE BOM AT LEFT i%%�%7%?. i%% !!%/!tea 4.563" AFCO H-497 THRESHOLD 4.62" O ENDURA ZAIL456SF THRESHOLD 4.56" AFCO A-117 THRESHOLD O AFCO J-2297 THRESHOLD 20 ROCKWELL MULT-POINT LOCK "O O 0 ENDURA ZOBL4565F THRESHOLD 0 11 0 e,g HANDLE HEIGHT 8.34 [6'-8 & 8 '] OAFCO A-276/P-2000 THRESHOLD ENDURA HCI5000 ADA THRESHOLD 5.00" 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 LI 0.63" — O 1 000 —1 1.65" J- 23 tHML HANDLE HEIGHT r� Q CD 0 O Go O n 0 HEAD SHOOT BOLT PLATE (LH) 00 1.75" HEAD SHOOT BOLT PLATE (RH) HOOT l 1.75" PREPARED BY: - BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954 399-808 FAX:(954)744.4738 WEB: www.68l dln8dropccom COMPONENTS AND BILL OF MATERIALS �m ti O w4 5C m§ mg 3 REMARKS BY DATE Add ADA sill, Multi -Point Lock GL D6/23/14 THIS DOCUMENT IS THE PROPERTY OF BUI •ING DROPS. INC AND SHALL NOT E. REPRODUCED IN WHOLE CONSENT OF BURR NG WRITTEN WITHOUT DROPS, INC ADDITIONS, HIGHLIGHT G , OR OTHER MAR NS GS TO THIS ARE NOPERMITTED AND IN````i`f L171i1h1. \ F. O * 7 * E 7.o • T T f D: Apt;. C P, 44/41 3BB ."1&�Pfk�`�13 EVE CERT. OF AUTXORDATION NO. 2PSES DATE: 02.05.14 DWG. Y: 6L TJM WMSS SCALE: NTS DWG A010871A SHEET: 8 OF 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11 AND % rVE &DMINISTRA.TION DIVISION NOTICE OF ACTANCE (NOA) CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 OLE. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This N6A is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been desi ned tosop1 with the Florida Building Code, incl ding.thVelocity Hurricane Z SCRIIPTION: Series "Sentinel 120" Aluminum Horizontal Slidingg Window - L.M.I. 0-18 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 "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entir • JTOA %hail be provided to the user by the manufacturer or its distributors and shall be available for i4spectioji at t1e jot site jatjtrie request of the Building Official. This NOA revises NOA No. 15-0929.13•andbo�lsi$tlo=tliiSspagt„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. MIAMI-DADE COUNTY APPftOVE7 zy • ••• . ••• . • •• • . •I•. • .• . . . • • . • • •. •• •. • • . . .• .• . . •. • • . •• .• . • •. •• . . • • •.. al- 114.•• •••••• • • • • • • • . • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • . .• .. NOA No. 17-0918.09 Expiration Date: September 22, 202 Approval Date: November 02, ! 7 age 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 A1-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) Unifotin.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, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test 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 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 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 et Control Unit Supervisor • • • • • • .. • . . . . . • • • •" ' 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 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, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tb Edition (2014), prepared by A1-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. •• • . . . • .. ... .. . • . .. .. ... • . • . . .. • ... • ... . . • . . . . . • • . • • . • . • • . • . . • . . • . . • . .. • . . . . . . • . ... . . . . .. . €..2.... . • . . • . • . • . ... . • . .. .. • . . .. .. • • . . ... • . ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 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 5' 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 Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) 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 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.113r 3.1, 4 thrQ,ug$.11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, inparg j ley gA -I arooq Corporation, signed and sealed by Javad Ahmad, P.E. ..' ... '.. . . ..• •... • ...• . orge M. Plasencia, P. E. • •• •• .• '• '• Product Control Unit Supervisor • . .. . . . . . . . NOA No. 17-0918.09 • Expiration Date: September 22, 2020 Approval Date: November 02, 2017 ... . • € ..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® Ultraclear, 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 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 to FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 08/30/17, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. •• • • • • . • . • •• • • . • • • .. • ••. .. . . •. • ..• • • •. • • orge M. Plasencia, P. E. • . • ' • •' ' • ' • Pr.. uct Control Unit Supervisor • • • • . • • • • • • • • • • NOA No. 17-0918.09 • • "• ' • . Expiration Date: September 22, 2020 Approval Date: November 02, 2017 • • • • • .E.4.•• • • • • • • • . . • • • • • • • • • • • • •• •• • . • •.• • • • • • • • • • • .. • • • rlrn.n- ,...r,,•„" 6" MAX. �. FIANCE WI' MTG. 5 HEAD/SILL © © t MIMMIIIIl•IIIIMIINIII MIMIIMIMIllia - -- - VENT HEIGHT 55 3/4' - \ � 63' FLANGE HEIGHT 58 1/2" 1:1/JIk1 0 ---- 11 II II _ V I • r FALS t (SURFACE MUNi1NS PUS fillM NM IrDL. ANCHOR RE00. CENIER OF/ALL PANELS • • • D.L OPG. • • • • 36 .4r8" D.L. OPG. ED OR OPERABLE ABOVE 30, PANEL WIDTHS AT HEAD/SILL • • • • • 1 • • • 44 • • • • • • • • •• • •• •• • • •` • • •• • • • • • •• • 5 1/2" MAX. • •MAAD/SILL • • • • •• "' `TINT WIDTH ••••1•LANGE & FLANGE ADAPTOR FRAME • • • • • • • • BUCK WIDTH 5" MAX. TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL •••• ., ii u II II D.L OPG. • • D C y 6 �1(IV Rii II 8 I I �I U FALSE MUNTINS (SURFACE APPUED) OPTIONAL 32 7/8" D.L. OPG. 36 3/8" VENT WIDTH 32 7/8" D.L. OPG. FIN FRAME rn 8 110" 5 1/2" MAX. BUCK WIDTH 5" MAX. HEAD/SILL TYP. Al 7 MTG. STILE D.L OPG. I 1 I_ ii 11 I I F II II F I I = W M Po }}?I i>' ry I I I /. /1 Cv'= — Olt ii 1_4 FALSE MUNTINS� (SURFACE APPLIED) 32 7/8" - 32 7/8" ADOL ANCHOR READ. AT CENTER OF ALL PANELS OPTIONAL D.L OPG. 36 3/8" D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR 510E 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 PROOUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS CF THE 2014 (5TH EDD10N)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 28Y WORD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING SIRUCNRE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 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 SAFEIY 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. 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da a 09/22/2020 By Miami e Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT ® P.•'•VOENENWSF •'- !%. '., • ce'V A J a U FAX. (305) 593-6592 a 0 'o 11 NO CHANCE THIS SHEET UPDATED 1D 2017 FSC 0 c ii drawing no. W10-18 sheet 1 of 11 • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • 111" I w,= 3-1-1-.. r..14,1. 6" MAX. FLANGE WIDTH HEAD/SILL vAtil v MTG. STILE D.L OPG. O it li M 2 M II ===-%v li I L II II -----P1== �_ '/ II /, ,/ II. I • •• MI ., • • FALSt MAINS (SURFACE APPLIED) `-ADDL. ANCHOR REDO. AT CENTER OF ALL PANELS OPTIONA • • pL p• • 28• • D.L. OPG. FIXED OR OPERABLE ABOVE 30' AT HEAD/SILL�LL WIDTHS • • •• •• • • • • • • • •• • • • • • • • •5.1/2" • • MAX HEAD/SILL • • •• • • • • • • • r•,•••',. •• .FLANGE & FLANGE ADAPTOR FRAME • • •••• • • • • • • • •••v • • • 4 5" MAX. TYP. MTG. STILE 110" BUCK WIDTH 13 5/16" MAX. HEAD/SILL m YY�_�>�af✓- ••• • • • • • • na FALSE MUNi1NS (SURFACE APPLIED) OPTIONAL 24 1/2" D.L OPG. 28" VENT WIDTH 49 5/8" D.L OPG. FIN FRAME z U 2 0 110" 5 1/2" MAX. FLANGE WIDTH 5" MAX. HEAD/SILL TVP, Al 5 IATG. STILE \ (`1�1'� N D.L. OPG. O 4 I , .... F f E I O II cn to I �xl FALSE /// APPLIED) OPTIONAL 24 1/2" 1_AT OF A PANELS 49 5/6" AT CENTER OF ALL PANELS D.L OPG. F 28" _ D.L OPG. FIXED 0R OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL VENT WI EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date , 9/22/2020 By Miam 2 U z T.4 0 Q: OO—o 0oa .G V t'_^! D N 462E SERIES SENTINEL 120 ALUM HORQ. SLIDING WOW. (LN.L/S.Mi] FAX. (305) 593-6592 1 0 .5 s. 0' 0 drawing no. W10-18 sheet 1.1ot 11 • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES FLANGE DIMS. BUCK DAMS. 'A'&'A1', 'B'&'B1' '6' & '131' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) ANT,(-) EXT.(+) INT.(-) 26-1/2" 25-1/2" 65.0 65.0 60.0 90.0 37" 36' 65.0 65.0 80.0 90.0 53-1/8" 26. 52-1/8" 25" 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 37" 36' 37-3/8" 65.0 65.0 80.0 90.0 '53-1/8" _ 52-1/8" 6�.0 65.0 80.0 90.0 74" 73" 65.0 80.0 90.0 26-1/2" 25-1/2' 85.0 65.0 80.0 90.0 37' 36" 49-5/8' 65.0 • 0 80.0 90.0 52-1/8" 65.0 100k,80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 26- 2" 25-1/2" 65.0 80.0 90.0 • 37' 36" ( 62' ` s.0 65.0 80.0 90.0 5 - 63" • 52-1/8" 65.0 65.0 80.0 90.0 74" • • 73" F l 80.0 lZ � 90.0 •• • • • • • • • •• •• • • • • • • • (1/2YR�•♦Mi 4) ii se •f G •• • •r•� • • 0AFj2ATIACi 4ENTS TO aE /2 Of THE WINDOW WIDTH • • • XQ•QR•CA; • • •• • • • • • Il/ TYP. • • • • • • • • 'V® •• (BUCK 0II5 • • • • • FLSNOF FRAME FLANGE DIMS 14" TYP. DESIGN LOAD CAPACITY - PSF (X0 0,8 OX SIZES) FLANGE DIMS. BUCK DIMS. STD, MTG. RAIL A.D. MTG. RAIL A.D. MTG. RAIL GLASS TYPES 'A'1,‘'A1', Wen' GLASS TYPES '6' & '81' GLSS TYPES 'C' & 'CI' WIDTH HEIGHT WIDTH HEIGHT EM.(+) ANT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 78-15/16" 83-1/2" 26" 54-3/4" 77-15/16" 82-1/2" 25" 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 65.0 80.0 90.0 85.0 65.0 55-3/4" 78-15/16" 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 85.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 78-15/16' 83-1/2" 50-5/8' 54-3/4" 77-15/16. 82-1/2" 49-5/8" 65.0 85.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 78-15/16" 83-1/2" 63" 54-3/4" 77-15/16 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 85.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 BY Mlaml=DadbProduct Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 'e:•• uceNs� 70:_2 ATE OF 7�`ij� ORIOP./ 1F,'� AAAL "MO�00 0 c In g, FAX. (305) 593-6592 0 4 6 v 15 0 8 1 drawing no. W10-18 sheet 2 of 11) • • • DESIGN LOAD CAPACITY - PSF (XOX 5 ZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES %Veil', 'B'k'BI' GLASS TYPES 'B' & '111' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" 73" 105-1/4" 110' 25" 65.0 65.0 80.0 90.0 65.0 65,0 80.0 90.0 55.0 65.0 80.0 90.0 74" 106-1/4" III" 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" ErKIIWA 111 " 0-5/8" 73" 05-1/4" 110' 49-5/8 65.0 85.0 80.0 90.0 <IMP 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 14 TYP. •• • • • • • •• •• • • • •PERATING 1E1E8 i1 IBE 1/3 OF THE WINDOW WIDTH •• • • • •• r • • • • • (I/ZW) •(1/3W) (1/3W) �. • 1/ • 1/ i •111 •• o- • • ,•.,• py • •••• ••,X0X' •• • • • ••• FLANGE FRAMF FLANGE DIMS X' TYP. DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL MB. MTG. RAIL CLASS TYPES 'A'k'AI', 'B'k'BI' GLASS TYPES 'B' & 'Bt' GLASS TYPES 'C' k 'CI' WIDTH HEIGHT WIDTH HEIGHT EXI.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74• 108-1/4" 111" 26" 73" 105-1/4" 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 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 55.0 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 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 55.0 74" 106-1/4" 111' 63' 73" 105-1/4" 110" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 55.0 65.0 (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH EQUAL LEG FRAME STD. MTG. RAIL: H.D. MTG. RAIL: 'XOX' BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Et300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 PRODUCT REVISED os complying with the Florida Building Code NOP-No. 17-0918.09 Expiration Data 09/22/2020 By Miami -Da roduct Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME J�®.',q� �r N . 70592 OF ' 4 z FAX. (305) 593-6592 � 1 drawing no. W10-18 sheet 2.10f 11 DESIGN LOAD CAPACITY - PSF (XO 0R OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'Ai, 'B'&'B!' GLASS MILS 'B' & 'HI' WIDTH HEIGHT EXT.(+) INT.(-) ExT.(+) INT.(-) 25-1/2" 36' 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" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8" 73' 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 B0.0 80.0 25-1/2" 36' 52-1/8" • 7a'• 62" 65,0 65.0 60.0 80.0 85.0 65.0 80.0 - 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 • • • •r • • • • • • OPERATING VENTS TO BE• %Z uF THE WINDOW WIDTH •• • • • • • • • •• ••• 'RO OR OK' • • • • • • •• • • • • •• • • • • • • • • • • • • •• • • • • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'A1 , 'e'&'HL' GLASS TYPES 'e' & 'B1' GLASS TYPES 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' 77-15/16' 82-1/2" 25" 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' 77-15/16" 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 50.0 80.0 65.0 65.0 54-3/4' 77-15/16" 82-1/2" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4' 77-15/16' 82-1/2" 62' 65.0 65.0 80.0 80.0 65.0 85.0 - - - - 65.0 85.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH .XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 BY Mlam•-DadpWroduct Control FIN FRAME 0 0 FAX. (305) 593-6592 `0- U 8 Y NO CHANGE THIS SHEET r. drawing no. W10-18 sheet 3 of 11 • • • ••••t • •• • • • • • • • • • •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'8'Al , '8'8'B1 GLASS TYPES 'B' & 'B1' WIDTH HEIGHT EKT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4" 110" 25" 65.0 65.0 80.0 80.0 65.0 65.0 800 80.0 65.0 65.0 60.0 80.0 73" 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 . 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110' 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 60.0 60.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110" 62' 65.0 65.0 80.0 80.0 61.6 61.6 60.0 80.0 60.0 60.0 80.0 80.0 • • (1'f') (1/91W) •(i/3W) '1.1' •• l' ✓' •&,• • • • • • • I I -. IrT•01.1 PERAISNIE Vi17S TO BE 1/1 pF T4.1. WINDOW WIDTH • • • • • •• • ••••• • • • • • •• • • •• • • • • •• • • • • • • • • •• • • • • • DESIGN LOAD CAPACITY - PSF (X0X SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. HAD. GLASS TYPES 'ATM , '13'8'131' GLASS TYPES 'B' 8 131' GLASS TYPES 'C' 8 'CI' WIDTH HEIGHT EXT.(r) I14T.(-) EXT.(+) INT.(-) EXT.(*) INT(-) 73" 105-1/4" 110" 25" 65.0 65.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 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 B5.0 80.0 80.0 65.0 85.0 73' 105-1/4" 110" 49-5/8" 65.0 85.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73' 105-1/4' 110" 62' 55.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH STD. MTG RAIL: J H.D. MTG. RAIL: 'XOx' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 D d roduct Control By Miami- a FIN FRAME 0 FAX. (305) 593-6592 drawing no. W10-18 (sheet 3.1 of 11) • • • 1/ .075" Interlay Soflex CP With • A Core By 'Eastman Chem •1 Co.' OR .090" lntedayer Saflex Clear And Color G • a By 'Eastman Chemical Co 0R \— .090" Interlayer SentryGlas By Kuraray America, Inc.' OR .090" Inter -layer Trosifol PVB By 'Kuraray Americo, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 • EXX'• • AT 1/4 POINTS ON UTES TA • • ® WIDER 64•N 36" } • • • • • • •:ASS TYP! 'A' • • 5/16" NOMINAL .AM. GLAS0 • • • •• • • 1• • • •• • • • •• • 1/4' AIR `PAS • • • 1/8" ANN. GLASS. • • • • • • • • • ANN. G1 • sate. Ci•1Wt. PET Core By 'Eastman Chemical Co: OR • • • • .0"0" Interayet Sofia %lea} And Color Gloss By 'Eastman Chemical Co.' 0ff•••• • S g �dayer BX 'Kura‘ai America, Inc.' .co" %terlalllr Trodt 1 PVB • By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE CS 1200 DOW CORNING 899 DOW CORNING 995 Iz 0 1/8" HEAT STREN'D CLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 0R .090" Interlayer Scflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray Americo, Inc: OR 090' Interlayer Trasifol PVB By 'Kuraray America, Inc.' i 77'91 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlas By Kuraray America, Inc.' 1/8" HEAT STREN'D GI ASS 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES [DER THAN 36' GLASS TYPE 'B' 5/16' NOMINAL LAM. GLASS 1/4- AIR SPACE\ 1/8" HEAT STREN'D GLASS - XL EDGE SPACER ST. STEEL 8Y 'CARDINAL' �0R DURASEAL 8Y 'QUANEX' OR SUPER SPACER BY 'DUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL. LAM. GLASS 1/8" HEAT STREN'D 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 SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 it .ri a 0 ® AWIOER T 1/4 PCINTS36" ON LRES THAN GLASS TYPE 'C' 5/16' NOMINAL LAM. GLASS .090" Interlayer 1/4" AIR SPACE SentryGlas By mca Kuraray America, Inc.' OR .090' Interoyer 1/8" HEAT STREN'D GLASS Trosifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D GLASS 1/8LASS r 1/8' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANDC OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1'LL 0.70' OVERAINSUL LAM. GLASS (S. M.I. ) IN ORDER TO QUAUFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY 0E GLASS TYPE 'Al', 'B1' & 'CI' MUST BE TEMPERED. .075' Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kuraray America, Inc.' " HEAT STREN'D G SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 ey Miami-ba rodent Control XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R 111111111H/1yy DURASEAL BY QUANEX' ``�x �.. M� SUPER SPACER BY 'QUANEX' 'St UCENg AT 1/4 POINTS ALL SIZES 1- .• 70592 GLASS TYPE 'C1' 0.70' OVERALL INSUL. LAM. G ASS HOU. 41DING MIOW. 47, a 0 8 0 5 s 0 UPDATED TO 2017 FDC .0 v `d 0 0, B 5 drawing no. W10-18 (sheet 4 of 11 • 1BY WOOD BUCK • •• • • • • • •• • • ••••••6 • ao • • a • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE. DIST TYPICAL ANell ORS^ SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. FLANGE & FLANGE ADAPTOR FRAME 2 3/8' MIN. WHEN USED THE MIN. W000 BUCK DEPTH SHALL BE 21(I'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 r MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS I SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ICAL ANCHORS: SEE ELEV. F.- NG 2-3/8' MIN. 1/4" DIA. ULTRACON BY 'ELCO' (Fu=I77 KSI, Fy- KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2'• MIN. PENETRATION INTO WOOD (HEAD/SILL/JA 'S) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DI • TLY INTO CONCRETE OR BLOCKS 1-1 N. EMBED INTO CONCRETE (HEAD/SILL/JA S) 1-1/4" MBED INTO BLOCKS (JAMBS) #14 SMS OR SEIF ' �SCRFWS (GRADE R5) INTO MAMI-DADE COUNTY APPRO=R'{OCLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MINI. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Expiration Date 09/22/2020 BY Miami-D e Product Control WEEPHOLES: Wi = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END TYPICAI EDGF DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. drawing no. W10-18 sheet 5 of 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • • • • •• • • • •• • • • •• • •• •• • • • • • •• • • • • • • •• • • • • • • •• • • • • •• TYPICAL ANCHORS SEE ELEV. FUR SPACING 1 BY WOOD BUCKS BUCK WIDTH • •• • • • • • • • • • •• XQX LAYOUT D.L. CPC. MIAMI-DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH 1 I I I I I I I 1 e TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT EXTERIOR D.L. OPG TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO ROTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED as complying with the Florida IBY Building Code .I WOOD BUCKS NOA-No. 17-0918.09 ' Expiration Date 09/22/2020 BY Mi Miami -Dad roduct Control a raU Z 0 FAX. (305) 593-6592 8 0 NO CHANCE INIS SHEET NO CHANGE THIS SHEET NO CHANCE THIS SHEET t a 6 G g drawing no. W10-18 sheet 6 of 11 • • • • • •• • • • • •• • • o • a• • •• • • • • • 1 BY W000 BUCK •• •• 0 • • • a • • •• • • • • • •• • • • •• • • • • • • •• •••• • • • • • • • • • • • •• • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • TYPICAL ANCHORS 1BY SEE ELEV. WOOD BUCK FOR SPACING N TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING n jYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST EQUAL -LEG FRAME Fr l MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST LL TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WETHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. 2-3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%. THE USE OF DEEPER CR BEVELED WCODBUCKS W PERMITTED. BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 oduct Control MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH 2OF iIIIAL�`��% 8 8 drawing no. W10-18 sheet 7 of 11 • • • • ILLUSTRATIVE OTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI • •• • • • • •• • • •Q • • • o a • • ••••• • •• • • • • •• • • • •• •• ••2 • •• • •W • • • • • • • •••• HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING •• BACKBED CAULKING BACKBED CAULKING TYPICAL ANCHORS SEE ELEV. FOR SPACING a WOOD STRUCTURE 1/4" MAX. NOT BY CGI GAP 1/2" IN HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING i 8 SMS (Fs - 74 K51 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD BUCK WIDTH EXTERIOR FIN FRAME PRODUCT REVISED es complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami- a rodent Control /4" MAX. lllliA1-i 0 c G 0 1 2 5 5 FAX. (305) 593-6592 c tl drawing no. W10-18 sheet 8 of 11 • • • • • • • • • • •• • •• • • • • • • • • •• • Al-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 'OT MIAMI, FLORIDA 33173 (CAA'. 3b3H) C TEL. (305) 264 8100 FAX. (305) 262.6978 ( COMP-ANL\W10-03CGI) ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 61 CGI-100 - FRAME JAMB m FIXED GLASS 6063-76 CGI EXTRUDER PRODUCT REVISED E2 CGI-113 - FRAME SILL 6063-76 CGI EXTRUDER as complying with the Florida Building Code E3 CGI-102 - FRAME HEAD 6063-T6 CCI EXTRUDER NOA-No. 17-0918.09 E4 CGI-103 - MEETING RAIL 8063-78 COI EXTRUDER Expiration Date 09/22/2020 E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-76 CGI EXTRUDER By Mlami-Dade duct Control E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER E8 CGI-107 - 5/76' GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - 0.700' GLAZING BEAD 6083-75 CGI EXTRUDER E10 CGI-109 - FRONT FLANGE ADAPTOR 5063-76 CGI EXTRUDER E11 CGI- 110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER Et CGI-135 - 7F FRAME JAM8 • FIXED GLASS 6063-T6 CGI EXTRUDER E13 CGI-136 - 7F FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER E15 CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER E16 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER f SERIES SENfINa 120 PLUM FIORE SLEW M. (LILT./SA.L))- r CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 _ El CGI-114 - SILL SNAP IN 6063-76 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-76 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 C01-138 - 7F FRAME SILL 6063-76 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER • • • 1 M1 •GI-•fi 4 • - • • GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - 1 M2 CGI- 111 • • • 0 : SCREW COVER (OPTIONAL) PVC - M3 • t0}• 1• • 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC - 1 • M4 • - • 0.700"•i( 0.040" YEA° GE1200 SILICONE SIUCONE GE M5 •- 0.700";(•Dj7� DDOW 995 SILICONE DOW M6 0.700" X0.040' BEAD DOW 899 SILICONE 00W 1 • M7 • •• • i Al le .,z/•67g • • SETTING BLOCK EPDM DUROMETER 80±5 SHORE A / M8 • - • • - • • • PROTECTO WRAP WATERPROOFING OR EQUIV. - - • M9 • •684 • ROLLER TRACK PVC - M10 • CCI.128• •f• • 2#ER SASH• ROLLER HOUSING NYLON - — arA F F 0 Q g g g W 3 W "33' •U i / / ,flooU v 2 2 i a Mt1 9,2320IR@ •_• • • PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. • M12 C6I-129 1 i'411.5 • EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER•SASH HANDLE RAIL END CAP NYLON M5M • M14 • • 391•-N31• 1S' t•StA • ANTIUFT BLOCK NYLON We M15 • • • OPTIONAL• RETICULATED FOAM 30 PPI - - • M16 •C 1-144 • C � JAMB SPACER PVC PROTOTYPE OR EQUIV.»' M77 430730401,32 • 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. N18 00100102 2PER WO. 2" SASH STOP PVC PROTOTYPE A19 CGI-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE >. n M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON Mde M vo o80 M22 - VARIES HI-FLO WEEP CCVERS PVC AMESBURY OR EQUN S2 - 2 OR 3 PER CORNER 10 X 1 1/4" LG. PHL PH. SAS. ST/ST. ASSEMBLY SCREW - - m 0 w ," _ 53 - 1 1/4" EMBED. 9 8 X 1 1/2" LG. PHL PH. SAS. FIN ANCHOR SCREW - - 11111I1 11 rr7 r-. o i o / -. 5. •- u �-, i S4 - 4 PER W0. 9 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - Sew ', '� 55 2 PER D. $ 8 X 1' LG. FHi. SMS. ST/ST. SPIRAL B. ASSEMBLY - - "' ' VGBMISE 56 - - $ 6 X 1/2" LG. FH. SMS. 0 CGI-133 h CAM LOCK - - 58 - 4 •M. RAIL f 10 X 4" LG. PHL. PH. SMS. ST/ST. A55t3JBLY MEETING RAIL - - 59 - 2 PER ANTIUFT f 10 X 5/8' LG. PHL. PH. SMS. ST/5T. ANTILIFT SCREW - - _ : - S E0F l. \o�� rr rrlili7L111 N drowlog no.• W10-18 `sheet 9 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2.440 2.113 01s _lr-O65 .490 I .120�^ [uJ_ 2.440 o 1 5s0. 1.6802.846501 7os -1 .e6a{- .66a AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.4.81. 3538) TEL (305) 264-5100 FAX (305) 252-8978 COMP-ANL\W1 1.220 1 1.007 z.348. .065 .065 nP .050J Ee 5/16" GLAZING BEAD E9 .700. GLAZING BEAD E4 .065 nP. -1.368 - MEETING RAIL .745 1.155 1.155 --� 1.395 ® NAIL FIN ADAPTER I^1.395 1.449 FLUSH 1.015'~ FRAME HEAD ® FLANGE 1.015 FRAME F- HEAD i 80 293 1.498 -- .050 .060 I - 1.015 - 1.015 - 1.788 065 r Fr..r 2.264 1.255 .065 FLUSH FRAME COVER 1.413 ---f 8M3 SCREW COVER 1.140 1.140 1.015 d -, -11 j .� 1.220 d 4.430 • •• • 3.685 • .065 TYP. • • • • • • 2.885 • • • • I 3.930 3.185 .065 nP, 2.885 ® .080 TYP. SILL FILLER SERIES SIMNEL 120 AWN NORIL SWING WOW. (LI.I./SN.I.))fl CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 583-6590 FAX. (305) 593-6592 v� �. E5 -•- LOCK 1.043 RAIL -.- 1.788 i--1.450 I , 180 • .550 l- ati FLANGE .050 ADAPTOR • • 0FLA Z440 ME FRAME •• SILL• • • • 2.440 E2 FLUSH FRAME SILL 1015 .065 iYP 2.310 I 0 • • • • • • 37 • • • • 2.737 • 1 •• • • 0ALT. 1.043 LOCK RAIL 2.505 .065 TYP. 2613.61� • • • • • 4.505 • • .o651, •R'P.• •• • • • •• i. • • • .i• PRODUCTCyREVISED Buld'nglCodBWith the Florida NOA-No. 17-0918.09 o a' g g H g g 1.892 •• • • • •• • • • •.•• : • •• • 065 TYP. 2.195 • • -- topcP • • T941 • •3/ • • • 1.015 .500 .991 a 2.737 E20 FLUSH FRAME JAMB (MOVING) ® FLANGE FRAME JAMB (MOVING) Expiration Date 0 //t By ! Es 1.043 HANDLE RAIL Miami -Dad roducControl Co o o 5 `000' .811 �j .811 i 2505 .065 nP. m, 2.505 .065 TYP. 1.025 \`1111^1111 1 I 1 i i 77,, )•' VGEN '•.; - N;12 . {y - ' .. 1�.�.� ° .065 i 1.395 .745 I { 4 1.015 1.015 I 0FLUSH FRAME .500 1.245 JAMB (FIXED) -C E12 FLANGE FRAME 1 JAMB 1.000 745 -• (FIXED) - _ - '- ""'- r •' TE OY awing no. aS RIO1 0 - 1 8 - 1.015 SASH RAIL -riiiiinet10of11) • ••••1 • • • • • • • • • • • • • •••J• • • • •• • • • •V!M TOP/BOTTOM CORNFRS • •• • •• • • • • • • • • • • • • • • •• •• • • • • • •• •• • • •• • •••• • • • • • • •• •••• • • •• • • • • •• • •••• • • •• • • • • FIXED MTG RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Mlam�l roduct Control fa4.0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION TICE 0 ` CCEPTANCE (NOA) CGI Windows and Do s , Inc. 10100 NW 25 Street Miami, Fl. 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Roorn 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/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 material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, inc e octty ' urricane Zone. D CRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. APPR i -.. a UMENT: Drawing No. W98-100, titled "Series-238 Alum Ou s g Casement Wdw. (L.M.i.)", sheets 1, 1.1, 2, 3, , , . an• o , •a e. 1 s; wit revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant L.ABELiEVG: 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 a tfie;ol$ sittatn4 rOdest of the Building Official. This NOA revises and renews NOA No. 1151051Q 19 a d:c•nsi c of this page 1 and evidence pages E-1, • E-2, E-3, E-4 and E-5, as well as approval deeument mentioned above.* The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED • ••• • . • • .•• • .. • .• . . • •. • . . . • . . •• • • • .. • . . • • • • ••• • • •.• • • • • ... . • • . • . . • . • ••. • . • • . • . . • • . . • • • • .. . • • . • 00 000 . • • 000 • . • • NOA No. 17-0918.11 expiration Date:''October 26, 2023 Approval Date: November 30, 2017 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. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 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 No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, 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 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC 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. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per IBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a series 318 outswing aluminum casement window, preta.sed by. Cezti ed, Vesting Laboratories, Test Report No. CTL-3009WB, dated b /24/14,; iikn jdiiarid iealed by Ramesh C. Patel, P.E. (Submitted under NOA # 1420S06 01,r •. • : : .`. • ••• . • • • • • • • • • • . • • • /. Product Control E an finer • • • • • • • • • • • • • • • • • NOA No. 17-0918.11 • • • • •• • • . • ••• • . • • txpiration Date: October 26, 2023 Approval Date: November 30, 2017 anti; t i; Manuel Per€z, D:E. ... • E •1• • ••• . • • . • . • • • . .•. . • • • • . . . • • • • • • .• •• • • • •. •• ... • • • ..• . • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94. along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No H I+;TI-08-2143, HETI-08-2144, IiETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • . . • • • • . • • • • •. • • • • • • • ••• • • :t: ••• ••• •• ••• • •• ••olio • •• ••• • ••• •.••• • •••• • • • ••• • • 044 e‘ Manuel P'erez-P1 ••.1 2 Product Control Ex• �min¢r NOA No. 17-0918.11 • • expiration Date: October 26, 2023 Approval Date: November 30, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTuvuED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA # 14-0506.01) 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 on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. •• •.• • • • • • •• • • • . • • • •• ••• •• • • • •. Manuel Pere '.E. • ... • ... • • / Product Control E. ner • • . • • •• • •• • • • (/ NOA No. 17-' ' 18.11 • • • • • • • • • • • • • • • • • • expiration Date: October 26, 2023 • • ••• • • E-3 ••. • • • • ••• • • • . . • • • • • • . • •.• • . • • • • • • . • • • • • •• •• • • • .• •• ••• • • • ••. • • •Approval Date: November 30, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5th Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as 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., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. •• .•.. • . . • •. • • • . • .• ... .. . • . •. • .•. . .•• • • 1 • • • • • • • • • • • . • • • • . • • • • • • • • • •• • . • • • . . • • • • • • • • E-4 .•• • • • • • • • • . . • • . •.• • • . . . . . . • .. . . • •• •• .•. . • • • • • CIA'tt f ' / Manuel Per Product Control Ex W er NOA No. 17-018.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miarni-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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptancc,liq.. 1*-Q51;.19, issued to CGI Windows and Doors, Inc. for their Series "238" :Dutswin.1Slt11:44 Casement Window - L.M.T., approved on 09/17/15 and expiri.roil.el-0/'>56i1$.i • ••. . ... . • • • • • . • . . . . • • . . . • . • . • . . . . . . . . • . .. • . • . • • • • • ... .• •• .•. • • ... . • . .••• • • •• • • •.. • •....•• . •... ... •• • • •.. • . Manuel Per Product Control Ex! NOA No. 17-0 E. er 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 • • • • •• • • • • • • •••••i • • • • • GENERAL WINDOW SECTIONS FT.A1T F,_FRAMF SNUBBER AT IMPACT WINDOWS ONLY •• • EXTERIOR• • • • • • • • •• • • • • • • •• • • • • •• • • • • • • • • • • • • •• • • • • • INSTRUCTIONS* USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. it � I I 42'84" 4 2 Fr7111: O o�� 0 NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). CAM LOCKS 2 LOCK POINTS ALL SIZES WINDOW HEIGHT WINDOW WIDTH VENT WIDTH WW-2" D.L OPG. -7. 6" MAX. TYP. HEAD/SILL CORNERS / N 4" u SURFACE APPLIED FALSE. MJNTINS OPTIONAL MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. MAX. WOW. HEIGHT LOCK POINTS 24" MAX. T1P. AT HEAD/SILL TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 38' 2 56" 3 74- 4 84" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 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 W000 ONLY. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. (;;^J MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ' U ��7 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVIS'UED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. as comPlyln9a with the Florida NOA No C THIS PRODUCT APPROVAL IS GENERIC .AND DOES NOT PROVIDE INFORMATION od FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OA-No_ 17-0916.11 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expiration Date 10/26/2023 WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, By .a.„ AND TO BE REVIEWED BY BUILDING OFFICIAL. Miarn" Dade Pro•uct oaag COMP-ANL\W98-100CGI .0 drawing no. W98-100 sheet 1 of 7 • • OSNUBBER • 47 IMPACT WINDOWS ONLY • • • • • • • • • • • O • • • • 1 IISMIIME ✓L r'R1 �1f� _ WPM 1 • • • VENT WI • •• • • • • • •• • • • • EXTE? t R • • • • • • • GENERAL WINDOW SECTIONS EQUAL LEG FRAME .1I FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES D.L OPG. 2 1/2" VENT WIDTH 3/4" WINDOW WIDTH WINDOW WIDTH VENT WIDTH WV/-1 1/2" D.L. OPG. WW-6 1/2" 0 6" Max. nP. HEAD/SILL CORNERS U w x 0 \ • a O 6 3 \ h 1 I \ 1 14, 'I \ U SURFACE APPLIED FALSE MUNTINS OPTIONAL MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42" 2 63" 84" 4 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 By Mla O 24" MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS S=?0d2B17 MAX. WDW. NOGHT LOCK POINTS 38" 2 56" 74" 84" `011uuuil7 iftimoo COMP-ANL\W9B-100CG1 FAX. (305) 593-6592 3 6 6 6 a 5 drawing no. W98-100 sheet 1.1 of 7 • • • • • • • • • • • • • • • • • • • • • WENT CORNER • • • • •• • •• • • • • • • • • • • • • • • ALL FRAME•AND VENT CORNE•`_•1• SD • SEALED WITH GE SILPRUF OR EQUIV. I • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • •• • • • • •• •• • •• FRAME CORNFR 2.625 625 13 O CORNER K .060 THICK 5T. EY STEEL O CORNER KEY .062 THICK ALUMINUM 0 FLANGE FRAME 2075 1.057 65 2.715 .OBO TYP. to EQUAL I. EG FRAME PI'EM PART # QUANIITY DESCRIPTION MATERIAL MANF./SUPPLIER/REHARES CG1-373 4 FLANGE FRAME 6063-T6 INDALEX 0R EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX 0R EQUIV. 2 CGI-378 4 VENT (5/16' LAM. CI ASS) 6063-T6 INDALEX OR EQUN. 2B C61-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CGI-385 4 VENT (7/16" LAM. CLASS) 6053-T6 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV, 3A CGI-396 4 SQUARE GLAZING BEAD 6063-15 INOAI FX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY 5T. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-K-190 AS REOD. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE AT TOP ANO BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH ' 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) `10 X 3/13' SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) t18 X 3/9' SS SMS 11A - I OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" S5 SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - E10 X 1-1/4" 5S SMS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 O VENT 5/16" LAM. GLASS) 1,624 2B VENT (INSUL. LAM. GLASS) 1.757 1875 720 1.438 1 1.347 20 VENT (7/16" LAM. GLASS) SERIES-238 ALUM OUTSNING O CGI-375: OGEE GLAZING STOP .753 .eo e �I� �0 1 .617 -- 0 CGI-396: SQUARE GLAZING STOP O C 6 6 5 5 0 N fil drawing no. W98-100 sheet 2 of 7 • • • • •• • • • • • • • • •• I/O" ANN. GLASS .090" Sax Clear And Color Gloss - By 'Eastm n Chemical Co: INTERLAYERS- _ .090" Trasilo1 PVB By 'Karora)1 Americo, Inc.' 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 89 18" NOMINAL G►. TYPE 3/16" ANN. GLASS _ .075" Saflex CP With PET Core By 'Eastman Chemical Co: .090" Saflex Clear And Color Glass - INTERLAYERS- ElyEmtmon Chemical Co.' .090" SentryGlas - By 'Kuraray America, Inc .090" Trosifol PVB By Kuraray America, Inc.' 3/16" ANN. GLASS 7/18" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS ND SHUIIGNa REQUIRE • • • REFER TO SHEETS 5 THEN 7 FOR INSTALLATION DETAILS 1R1 )0WDIMS••. • GLASS TYPE '2' GLASS TYPE '9' GLASS TYPE '6' WIDTH 4' HEIGM EXT. (+I 111. ('•EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20' • 110.0 •194.3 • 110.0 195.0 110.0 195.0 24.11. • • : 110.0 110.0 195.0 110.0 195.0 26' •_161.9 110.0 • 138.8 . , 110.0 195.0 110.0 195.0 30' 4 110,0 0 • Il9S5• • 110.0 195.0 110.0 195.0 32'• • 36' • • 110.0 •1i1.4•. 110.0 195.0 110.0 195.0 36"10 • • 107.9 • 107119 110.0 195.0 110.0 195.0 40"• • 97.1 ••,fh•• 110.0 195.0 110.0 120.0 42' • • • 92.5 • 37.56 110.0 120.0 60.0 60.0 20"• • • 110.0 • 166.5 • 110.0 195.0 110.0 195.0 • 24' • • 1 10 • 110.0 195.0 110.0 195.0 28. • 1t0.0*S4110.4• 110.0 195.0 110.0 195.0 30" 110.0• *11.0 110.0 195.0 110.0 195.0 • 32'• 04, • • 104,1 104.1 110.0 195.0 110.0 120.0 36' • • • 92.5 • 9205• 110.0 120.0 110.0 120.0 40" •0•• 83.3 • •113.3 110.0 120,0 110.0 120.0 42110 • 79.3 79.3 110.0 120.0 60.0 60.0 20' •••• 110.0 110.0 195.0 110.0 195.0 24" 110.0 1f.4 , 110.0 195.0 110.0 195.0 B 104.1 110,0 195.0 110.0 120.0 30" 97.1 97.1 110.0 195.0 110.0 120.0 32' (" 91.1 91.1 110.0 120.0 110.0 120.0 36" 80.9 80.9 110.0 120.0 110.0 120.0 40' 72.6 72.8 110.0 120.0 110.0 120.0 42" 69.4 69.4 110.0 120.0 60.0 60.0 20' 110.0 129.5 110.0 195.0 110.0 195.0 24' 98.0 107.9 110.0 195.0 110.0 195.0 28" 88.2 92.5 110.0 120.0 110.0 120.0 30' 84.4 86.3 110.0 120,0 110.0 120.0 32' S4" 80.9' 80.9 110.0 120.0 110.0 120.0 36" 71.9 71.9 110.0 120.0 110.0 120.0 40" 64.8 64.8 110.0 120.0 110.0 120.0 42" 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE GE-1200 DOW 995 DOW 899 -3/16" HEAT STREN'D GLOSS .075" Saflex CP With PET Core r By 'Eastmon Chemicol Co.' .090" Saflex Gear And Color Gloss By 'Eastman Chemical Co.' INTERLAYERS .090" SentryGlas By 'Kuraray America, Inc.' _ .090' Trosifal PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE-1200 DOW 995 DOW B99 SQUARE BEAD I / OPTIONAL ( ALL GLOSS TYPES 7/16" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT 'WINDOWS 90 511111E55 88513660 REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETALLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALIADON DETAILS WLND0W DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EX1. (+) 1NT. (-) EYE. (+) 1NT. (-) EXT. (+) 1NT. (-) 20' 24" 28" 30" 32' 36' 40" 42' 60" 98.8 112.6 110.0 195.0 110.0 195.0 85.8 95,4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42' 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 * 110.0 195,0 'k 70.2 72.6 110.0 120.0 110.0 120.0 64.8 64.8 20' 24" 28' 30" 32' 36' 40" 66" 86.7 73.4 84.2 60.6 57.5 86.7 73.4 64.2 60.8 57.5 20" 24" 2B" 30" 32' 36" 72 66.4 56-1 48.9 46.0 66.4 56.1 48.9 46.0 110.0 60.0 60.0 110.0 110.0 110.0 10.0 110.0 60.0 60.0 110.0 110.0 110.0 110.0 120.0 110.0 120.0 60.0 60.0 195.0 120.0 120.0 120.0 120.0 60.0 60.0 195.0 120.0 120.0 60.0 60.0 110.0 110.0 110.0 110.0 110.0 60.0 60.0 110.0 110.0 110.0 120.0 110.0 43.6 43.6 32" 3B" 76' 110.0 60.0 60.0 120.0 60.0 60.0 110.0 60.0 60.0 60.0 60.0 195.0 120.0 120.0 120.0 120.0 60.0 60.0 120.0 120.0 120.0 120.0 120.0 60.0 60.0 19-1/8" 26-1/2" 37" 42" 38-3/8' 110.0 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.5 86.8 110.0 120.0 110.0 120.0 19-1/8' 26-1/2" 37" 42" 50-5/8' 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 19-1/8' 26-1/2' 37" 42' 63' 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2" 37" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 37' 77" 56.3 56.3 56.3 56.3 20" 24' 28" 30' 32' 78" 52.- 0 43.B 38.1 60.0 50.0 60.0 60.0 52.0 110.0 120.0 110.0 120.0 43.B 110.0 120.0 110.0 120.0 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 20' 24' 28' 30' 32' 41.- 5 41.5 34.9 34.9 50.0 60.0 60.0 60.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 84" - - 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48,3 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT, +110.0, -195.0 PSF = 10.00 SQ. FT. * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED ** ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOR -No. 17-0918.11 g 3 U SERIES-238 ALUM OU[SWING CASEMENT WDW. (LM.I.)) 8 0 v a o TO 2017 FOD '4 2 Ts drawing no. W98-100 (sheet 3 of 7 • • •• • • • • • •• • • • •• • • • • • • • • •• 1/8" TEMP. GLASS AIR SPACE r1/8' ANN. GLASS INTERLAYERS- .075" Saflex CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By Kuraray America, Inc.' _ .090" Troslfol PVB By 'Kuraray America, Inc.' 1/8" ANN. CLASS SILICONE GE-1200 DOW 995 DOW 899 XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' SETTING BLOCKS ST. STEEL BY 'CARDINAL' ` / SETTING BLOCKS OR M1r `2/ LfTE • ORIfs 2/ LITE OURASEAL BY 'QUANEX' I EPOM DURASEAL BY 'QUANEX' 1 EPDM 0R DUROMETER 85±5 OR DUROMETER 85±5 SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' 3/4" INSULATED GLASS TYPE 'SA' 1/8" TEMP. GLASS AIR SPACE 1/8' TEMP. GLASS INTERLAYERS- _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090' Soflex Clear And Color Glass _ By 'Eastman Chemical Co.' .090" SentryGla8 By Kuraray America, Inc.' _ .090' Troeifol PVB By 'Kuraray Americo, Inc.' 1/8' TEMP. GLASS SILICONE GE-I200 DOW 995 DOW 899 GLASS TYPE '2A' • •• • • • PERFQ 'V&F LUES OF IMPACT REMSTANT WINDOWS • • NO SHUTS REQUIRED • REFER TO SHEETS 5 THEW./ F(• INSTAIYOI0N OEMNLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REF9i TO SHEETS 5 1}YN 7 FOR R15TAL.ATION OETNLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTItRS REQUIRED REFER TO SHEETS 5 THRJ 7 FOR INSTALLATION DUALS WINDOW21MS. GLASS IHIPIP ,A• • GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. CLASS TYPE '2A' GLASS TYPE '9A' WIDTI•• F•Iglk9T EXT. (+) 44. (-•1 xT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1M. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20"• 24'• 28" •• 30"• • 32" 36' 40' • 42'• • • • • •., • • • • • 110.0•I 19410 110.0 195.0, 20' 24' 28" 30' 32' 36' 40" 42' 60„ 98.8 112.6 110.0 195.0 19-1/e" 110.0 195.0 110.0 195.0 26-1/2" 110.0 203.0 110,0 195.0 85,8 95.4 110.0 120.0 110.0•Ir(tiT9•• 110.0 195.0 76.7 83.3 110.0 120.0 37" 26" 110.0 145.4 110.0 195.0 110.0 .•111•6• 110.0 195.0 42" 110.0 128.1 110.0 195.0 * 73.2 77.7 110.0 120.0 110.0 • 1�: • 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8' 110.0 190.6 110.0 195.0 110.0 • • 121.4 110.0 195.0 64.8 64.8 110.0 120.0 26-1/2" 36-3/6' 110.0 137.5 110.0 195.0 107.9 • • *S• • 110.0 195.0 37" 98.5 98.5 110.0 120.0 60.0 60.0 - - - 97.1 ...rid • • 110.0 120.0 42" 86.8 88.8 110.0 120.0 60.0 60.0 - - 92.5 92.5 110.0 120.0 20" • 24' • 28'• 30' • 32' 36" 40' 42' •• • • • • 110.0• 16k• it o.o 195.0 20" 24' 28' 30" 32" 36" 40' 66" 86.7 36.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 26-1 /2" 99.7 104.3 110.0 195.0 73.4 73.4 110.0 120.0 • 110.0 • •138.8 • • 110.0 195.0 37" 50-5/8" 74.7 74.7 110.0 120.0 64.2 64.2 110.0 120.0 110.0 118.9 110.0 195.0 42' 65.8 65.8 110.0 120.0 60.6 60.6 110.0 118.2 • 110.0 111.0 110.0 195.0 57.5 57.5 110.0 112.2 19-1/8' 96.7 104.2 110.0 195.0 104.1 104.1 110.0 120.0 26-1/2' 74.9 77.9 110.0 120.0 60.0 60.0 - - 92.5 92.5 110.0 120.0 37„ 63 60.0 60.0 110.0 117.0 • 60.0 60.0 - - 83.3 83.3 110.0 120.0 42" 60.0 60.0 - - 79.3 79.3 110.0 120.0 20' 24" 28' 30" 32' 36" 72„ 86.4 66.4 110.0 120.0 56.1 58.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 20" 24" 26' 30" 32" 36" 40' 42' 48" 110.0 145.7 110.0 195.0 26-1/2' 74-1/4" 46.6 46.6 90.9 90.9 48.9 48.9 95.3 95.3 110.0 121.4 110.0 195.0 37" 59.8 59.8 - - 46.0 46.0 89.8 89.8 104.1 104.1 110.0 120.0 43.6 43.6 85.0 85.0 37" 77" 56.3 56.3 - - 97.1 97.1 110.0 120.0 60.0 60.0 - - * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK'• 9B IS USED ** SIZE 37' X 77' APPLICABLE TO FLANGE FRAMES ONLI SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. 4-110.0_ -195.0 PSF = 10.00 SO. FT_ 91.1 91.1 110.0 120.0 80.9 80.9 110.0 120.0 32' 36" 76' 60.0 60.0 - - 60.0 60.0 - - 72.8 72.8 110.0 120.0 69.4 69.4 110.0 120.0 20" 24' 28" 32" 79 52.0 52.0 101.3 101.3 43.8 43.8 85.4 85.4 20" 24' 28' 30 32" 36' 40" 42" 54" 110.0 129.5 110.0 195.0 38.1 38.1 74.3 74.3 98.0 107.9 110.0 195.0 60.0 60.0 - - 92.5 92.5 110.0 120.0 84.4 86.3 110.0 . 120.0 20' 24" 28" 30" 32" 54' 41.5 41.5 80.8 80.8 34.9 34.9 68.0 68.0 80.9 80.9 110.0 120.0 54.5 54.5 - - 71.9 71.9 110.0 120.0 51.2 512 - - 64.8 64.8 110.0 120.0 48.3 48.3 - - 81.7 61.7 110.0 120.0 SQUARE BEAD OPTIONAL ALL CLASS TYPES PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-0916.11 Expiration Date 10/26/2023 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- D EC-21 9 S_? 0 3 PRO SERIES-238 ALUM OLTSWING CASEMENT WDW. (LM.I.) COMP-ANL\W98-1GOCGI 8 8 C a 0 0 1.1 3 3 S'1 drawing no. W98-100 sheet 4 of 7 ) • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" 2 1/8' • •• INSTALLATION TYPG e1' • • • • • • TYPICAL:11SALLATION DETAIL • • • •• ON ALL CjUR•ijDES/USING WOOD • • • • • • • • • • SEALANT • •• ••• •• • • • • • •• • • • • L ANCHORS ELEV. FOR SPACING E SHEET 6 FOR DESCRIPTION • • • • • • •- •• WOOD BUCK TYPE '1' MATFRIAI: PRESSURE TREATED BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8" 2 7/8' WOOD BUCK TYPE '3' MATERIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1' X 3/4" X 1/8" 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ SEALANT 1" MIN_ 2-1/2' MIN. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1/8' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' .MATFRIAI PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1/8' MIN. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL' PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ut N ALT. ANCHOR LOCATION ,I WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8' THK. MIN. ATTACHMENT TO METAL STRUCTURES Ir1/8' MIN. r1 11 TYPICAL ANCHORS SEE ELEV_ FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 ExDIration Date 10/26/2023 By Mlaml{Dade Product C E0 70592 OF :mo•w % i NAL o• f (y6U COMP -ANL\W9B-100CG1] 8 CO FAX. (305) 593-659 0 U 0 6 ! 6i o D UPDATED TO 2017 FBC 0 19 drawing no. W98-100 sheet 5 of 7 • • • • •• • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" 2 1/8' INSTALLATION T''Eo' 1' •• WOOD BUCK TYPE '1' • MATF@IAL' PRESSURE TREATED • • 4, • • TYPO." 1,L4S1llLLA1ION DETAII • • ON AL, Cal* SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ( 1' MIN. 2-1/2' MIN. INSTALLATION TYPE '2' 2 1/El" MIN. WOOD BUCK TYPE '2' MATERIAL• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD •• • • • • • • • •• • • • • • • • • • • • • • —1 • • • •• • • •• • • • • • • • • • • • • TYPICAL ANCHORS SOP ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION •• • • 1 3/8" BUCK INSTALLATION BY OTHERS 2 7/8' INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8" MIN. WOOD BUCK TYPE '4' MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 5 FOR DESCRIPTION METAL STRUCTURES 1/6" THK. MIN. ATTACHMFNIJO METAL STRUCTURES I/O" MIN. _ r—F-T I TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 By Mlam ado Product Fi 2217 SE OF (t RIOP'. •'�\�� ZONAL Shy LII111I11% reesaU 1 6 drawing no. W98-100 (sheet 5.1 of 7 • •• • • • • • • • • • • • • •• • AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX. (305) 2626978 ( COMP —ANL\W98-100CGI PERFORMANCE VALUES OF INSTAIJ.ATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS ANCHORS 14/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CUP WINDOW DIMS. AT 17' 0.C. AT 10" 0.C. AT 17' 0.C. AT 10" 0.C. WINDOW DIMS. AT 17" 0.C. AT 10" O.C. AT 17' 0.C. AT 10" 0.C. WINDOW DIMS. AT 17' O.C. AT 10' O.C. AT 17" D.C. AT 10" 0.C. WIDTH HEIGHT DR.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(-1)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/IM-(-) 20' 195.0 195.0 154.8 195.0 32' 133.2 195.0 76.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 24' 195.0 195.0 129.0 172.0 36' 76. 118.4 189.5 67.9 108.6 26-1/2" 26" 195.0 195.0 107.8 161.8 28' 192.9 195.0 110.6 147.4 20" 195.0 195.0 119.1- 190,5 37' 195.0 195.0 77.2 115.9 30' 180.0 195.0 103.2 137.6 24' 173.1 195.0 99.2 158.8 19-1/8" 195.0 195.0 151.9 195.0 32' 36" 168.8 195.0 98.8 129.0 26" 78" 148.4 195.0 85.1 136.1 26-1/2" 38-3/8" 191.2 195.0 109.6 146.1 36' 150.0 195.0 86.0 114.7 30" 136.5 195.0 79.4 127.0 37' 138.9 182.6 78.5 104.7 40' 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 119.1 19-1/8" 195.0 195.0 153.5 191.9 42" 128.6 171.4 73.7 98.3 20" 195.0 195.0 132,7 195.0 26-1/2" 50-5/8' 193.2 195.0 110.8 138.5 20' 195.0 195.0 132.7 178.9 24' 195.0 195.0 110.6 165.9 37' 138.4 173.0 79.3 99.2 24• 192.9 195.0 110.6 147.4 28" 84" 165.3 195.0 94.9 142.2 19-1/8" 195.0 195.0 123.3 195.0 28' 165.3 195.0 94.8 126.4 32" 154.3 195.0 88.5 132.7 26-1/2' 155.3 195.0 89.0 155.8 30" 154.3 195.0 86.5 117.9 37' 83" 111.2 194.6 63.8 111.6 32' • a2• • • • • 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 • 36' • • • 128.6 • • }lt.a 73.7 • 98.3 19-1/8" 195.0 195.0 130.8 195.0 • 1 40" • 115.7 • • 15;3 66.3 88.5 26-1/2" 74-1/4" 164.7 195.0 94.4 151.1 SERIES-238 ALUM (1UISWING CASEMENT WOW. (LW)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL, 33172 TEL (305) 593-6590 FAX. (305) 593-6592 j 42' • • 1102 146.9 63.2 84.2 37' 117.9 188.8 67.6 108.1 • 20" • , 195.0 : . • 19:.0 154.8 193.5 24' • 195.0 • • • •1/3S0 129.0 161.3 • 28" 1 • • • 192.9 110.6 138.2 30" • • • 180.0 • .195.0 • 195.0 1032 129.0 'IC: 9111 ►e2i►TI: S: SEE ELEV. FOR SP • 32" 4•. •8 • • 165.a • • • • • •9•.0 96.8 120.9 I K- I) • 36" • • • 150.0 • • • 86.0 107.5 - I IA. 8 1 . (Fu-163 KSI, Fy-15 • • • 135.0 • 1•67.5 16•.8 77.4 96.8 " •IA TACO :Y ' •' F 177 KSI, F 155 KSI (u� y^ ) 40"• • 42" • • • 128.6 • • • i60.7 73.7 92.1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • 20' • 195.0 • • • • 491.o 137.6 195.0 1-1/2" MIN. PENETRATION INTO WOOD • 24' • 1ss.o•+.• 195.0 114.7 172.0 BUCKS INTO CONC. OR MASONRY 28" • •• • • 171.4 19!.0 98.3 147.4 THRU 1BY CONC. OR MASONRY 30" ••• 160.0• ••95.0 917 137.6 1-1/4" MIN. EMBED INTO S2' 5 150.0• • 11.0 86.0 129.0 11At Di• . TLY INTO CONC. 0R MASONRY • 36" • • • • • • • 133.3 195.0 76.4 114.7 1-1/4 .., EMBED INTO CONC. 0R MASONRY 40" • • • • 120.0 180.0 68.8 103.2 ll••�� ljwJ _ 2 ' t iisions: dote by descnptwn 02.28.13 REV. PER RER COMMENTS 04.25.14 GENERAL REVISION 104.10.15 N0 CHANGE THIS SHEET 08.30,17 UPDATED TO 2017 FBC 42' 114.3 171.4 65.5 98.3 1 •' •tv..../ :a. (GRADE J 20" . 195.0 195.0 123.8 185.8 INTO MIAMI-DADE COUNTY APPROVEI r • •NS (MIN. THK. _ .090") 24" 180.0 195.0 103.2 - 154.8 INTO METAL STRUCTURES 25' 154.3 195.0 88.5 132.7 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 30" 144.0 195.0 82.6 123.9 9/0 CLIP ANrA0R4 wtTH ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) 32' 60" 135.0 195.0 77.4 116.1 ANCHORS StLEAR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 36' 120.0 180.0 66.e I03.2 TYPICAL EDGE DISTANCE 40" 178.0 162.0 61.9 92.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 42• 102.9 154.3 59.0 88.5 INTO WOOD STRUCTURE = 1" MIN. 20' 19s.0 195.0 140.7 tss.o - INTO METAL STRUCTURE = 3/4" MIN. 24' 195.0 195.0 117.3164.2 28' 175.3 195.0 100.5 140.7 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. m MOM= 30' 66' 163.6 195.0 93.8 131.3 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 32' 153.4 195.0 88.0 123.1 iiiiii777777 i 3IN f "o r : 3, .E' c 36' 136.4 190.9 78.2 109.5 PRODUCT REVISED \`11111 as complying with the Florida i 40" 122.7 171.8 70.4 98.5 J�.! :, Building Code �` �' uCF3dSF 195.0 195.0 129.0 180.6 NOA-No. 17-0918.11 20' 24' 187.5 195.0 107.5 150.5 Ex 'ration Date 10/26/2023 _ No.70582 = 28' 72" 160.7 195.0 92.1 129.0 By • {T : * 30' 150.0 195.0 86.0 120.4 Miam ade Product C ntr _- - • �` 1 1 drawing no. W98-100 32" 140.8 195.0 80.6 112.9 OF• 6(/\ . %'• 36• 125.0 175.0 71.7 100 3 s'r.l `E ©" %ems '.. °�.. 64,• //��3i/iAL1v•\ (sheet 6of 7 • • • •• • • • • • • • • • • • • • •• COMP-ANL\W98-T00CGI� PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM HUCK INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES • USE LOWER APPLICABLE VALUES. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.N. 9588) TEL (305) 264-8100 FAX. (305) 2626975 WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) ENT.(-) 20' 110.0 195.0 20' 105.8 120.0 19-1/8' 110.0 195.0 24' 110.0 195.0 24" 90.9 120.0 26-1/2' 110.0 195.0 28' 110.0 186.5 28" 80.5 110,3 37' 26, 110.0 184.2 30" 110.0 182.4 30' 76" 76.3 104.7 42' 110.0 152.4 32" 36" 110.0 179.5 32' 60.0 60.0 19-1/8" 110.0 195.0 36" 110.0 177.3 36' 60.0 60.0 26-1/2" 38-3/8" 110.0 172.6 40" 105.8 145.1 20" 102.7 120.0 37' 110,0 156.3 42" 97.0 120.0 24' 88.2 120.0 42" 95.7 120.0 20' 110.0 179.5 28' 78" 77.9 120.0 19-1/8" 110.0 195.0 24" 110.0 159.E 30" 73.9 101.3 26-1/2' S0-5/8" 110.0 154.711111 28" 106.9 146.6 32" 60.0 60.0 37' 94.0 120.0 I _ 30' • • • • 103.5 141.9 20" 110.0 120.0 42' 89.8 120.0 • 32' 42. 2 • •• • 100.7 •138.1•�• 24" 97.0 120.0 19-1/8• 109.3 149.9 I 36• 97.0 •120110 • 28' 84" 85.5 117.3 26-1/2' 84.8 116.2 SERIES-238 ALUM WISHING CASEMENT WDW. (LMJ.)] CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 `TEL (305) 593-6590 FAX. (305) 593-5592 40" • 95.2 1110.0 • 30' 50.0 60.0 37' 63" 57.9 93.1 #14 SMS j • 42' • • 95.0 •120.0 • 32" 60.0 60.0 42° 60.0 60.0 E AT 6' FROM ENDS JAMBS �, 20" • 110.0 • 1.9 0•.• 19-1/8' 110.0 154.8 17" O.C. MAX. AT 214" O.C. MAX. AT HEAD/SILL �'� 24" 110.0 177.3 26-1/2' 74-1/4' 86.4 118.5 �� n-Ii t'!- #14 SMS • 28' • • • • 110.09 1• • 37" 60.0 60.0 AT 6" FROM ENDS • • 30" • • • • 110.0 • • • 1�i6• • • 19-1/8' 109.9 120.0 17" 0.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL 32" 48' 109.1 120.0•• 26-1/Y 76' 84.0 115.2 y.4 _ .��9=.�� OrPNo .'..�r...��...��[.- ....0, 4, • 36" • • • • • • 103.5 12tS.0• • • 37" 60.0 60.0 Y In A''�Y[� h yn',',....��,[Y--Y.��ssPP 40' • • • 99.8 1Q.0• • 19-1/8" 108.3 120.0 • 42' • 95.0 • �4 . 26-1/2' 77' 82.7 113.4 t'otiitt� y y '-Y- 20" 110.0 17.1 • • 37" 60.0 60.0 r�T T _IQI_`HE_ \ i� • ••• •St1!•• - =JL:L_ 24" • 110.0 ••� • • • 99,8 • 120.E • 30" �'28' 32' ••6I'••91.9 20.0 •. '36" r 'C' • • • • 86.2 116.2TYPICAL ANCHORS TYPE 'A' OR 'B'NNTYPICAL ANCHORS TYPE AT 6" FROM ENDS AND 40" 922 1127AT 6" FROM ENDS ANO11\ 2 1/2" MIN. 17" 0.C. MAX. AT JAMBS 17" 0,C. MAX. AT JAMBS -- 0 REV. PER RER COMMENTS GENERAL REVISION NO CHANGE THIS SHEET UPDATED TO 2017 FBC 42" B0.6 110.5 EDGE DISi. -1 17" 0.C. MAX. AT HEAD/SILL 1' MIN.24" 0.C. MAX. AT HEAD/SILL 20' 110.0 153.2 24' 97.0 133.0 INSTALLATION TYPE '6' INSTALLATION TYPE '6' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 28' 30' 82.e n3s 28Y WOOD BUCK OR WOOD STRUCTURES A - 1/4' DIA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) 60• 79.4 108.8 TYPICAL INSTALIATION DFTAII PRODUCT REVISED 32' 38" 73.9 101.3 DIRECTLY INTO CONC. 0R MASONRY as complying with the Florida ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM Building Code 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY NOA-No. 17-0918.11 11E11 c . n •g d ' e©�® 42" 60.0 60.0 B - 1/4" DIA. UITRACON BY 'ELCO' (F5-177 K51, Fy=155 KSI) Expiration Date 10/26/2023 20' 110.0 17 .0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 .845 0y 24" 28" 107.8 95.9 120.0 120.0m 1-1/4" MIN. EMBED INTO CONCRETE -� .845 .065 Miami adeProduc4Co 1 30' 66' 91.3 120.0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS .oss-� --1.59z F•- P m Y r 9 I ,, l� •-1'-` S a 32' 87.3 119.7 C - #14 SMS (GRADE 2 CRS) � �� /l Q' 5•EN 36• 40" 60.0 60.0. 60.0 60.0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD k--1.436-- Nsi%r_ '.. d 20" 110.0 154.5 .125 .903 N0, 70592 24" 97.0 120.0 TYPICAL EDGE DISTANCE - {7 nza - CONCRETE AND MASONRY = 2-1/2' MIN. ALUMINUM BUCK OPTIONAL COVER '•, �- i ( drawing no. lwss- I o0 Lsheet 28" 30" 72• 88.0 81.7 112.0 INTO _ C INTO WOOD STRUCTURE = 1" MIN. - 6063-T6 6063-T6 ,LIB U 0 ��''7 OF ..... � al? 32" 77.9 106.9 =, .F[ oP,.•'��`.Z f c 3000 PSI MIN. 36' 60.0 60.0 CONCRETE AT HEAD. SILL 0R JAMBS = . C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. ''77y��L1�\`` 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) ADMINISTRATION DIVISION NOTICE OF A PTANCE NOA CGI Windows and Doors, 10100 NW 25th Street Miami, FL 33172 SCOPE: MTAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv emg issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. CDESCRIPTION Series"Sentinel-130"Aluminum Fixed Window - L.M.I. - , APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 avail4t'fot •ijllec:tiorr it the job.site at the request of the Building Official. This NOA revises NOA No. 15,0414.D3011 cotjsitnofithis page 1 and evidence pages E-1, E-2 and E-3, as well as approval document merat;ionsid: bbv:. •. • ; ; .. • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY LISA • ••• • •• • • . • ••• i5.l f15 / • • • • • • • • • ••• i• • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • .-NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 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.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 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 No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, 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 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC 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. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window,erepald1 IidzriCa.rte Xest Laboratory, LLC, Test Report No. HITL-0080-0105,107S1ajci 0�/:0:1•b, sigined and sealed by Vinu J. Abraham, P.E. (Submitted un'cfer1VtIA1V'b.16-051d.1'3) r , anuel pe ez P.E. ' ' • •• • • I Product Contr911 Exa liter• • • • • • • • • • '•' • • • • • NOA No .17- 18.07 • • • • • •• • • • ' ♦ • ;' • • • • • • •• • • • • • Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E — 1 ..• • . • • •.• • • • • • • • • • • • • • 000 • • • • • • • • ♦ • • • • • •• •• • • • •• •• 000 • • • 000 • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. 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. 4. 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. F. STATEMENTS 1. Statement letter of confouiiance, complying with FBC-5th Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09,c22/PS.• • • • • • •• • • • •• •• .. ... .. . . .. • •.. • •.. • • • . . • • . • . . . • . . • . . . • . • . • • . • • . • • . •• • . • . • • • • • ... • • . E-2 ••• • • • • •.. • • • • • • • • • • • . • ••• • • • • . . • • • • • • • • •• .. • • • •. .. •.• • • . •.• • • / Manue Product Control Exapin r NOA No. 17-0 07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.L), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Accleptane€ 14c{ 1Ss0413.Q3,' issued to CGI Windows & Doors, for their Series "Sentine? .13 Or: EFIIK ed.Window — LM.1. approved on--Q6/25/15 and expiring on 09722/20' • • • • • • •�, • •.• • ••. • • • . • • • • • . . . • . • • • • • • • . • • . . . • • • . •• • . . • • • • • • •.• . . . E-3 • • • . • • • •.. • • • • • • . . • • • . • •.. . • • • • • • • . • • • • • .. •• • • • •. •• • • • • • • • • • • • Manuel Pffe P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 • • • •• •••• • • •••• • • • • -Fr- IT - /. II /, II // II • •,_=JL '/ 1L--- ___ • • f 'Ir -1r • •• II • II•♦ — II • •I • • 11 •••••• II • r ;r 5' MAX. HEAD/SILL CORNERS 49" FLANGE WIDTH D.L OPG. 18" MAX. SHORTER SIDES 43 rL • II • II 11 • 1 • • •• 1••• u •• •• ••II •• • • • ' r- • • r •••1••• •• • •• • —• • • I • • •• T V 48' BUCK WIDTH D.L OPG. 11 I I 11 II JL rr // T 11 II II II II LL I I II 1 • • I I FALSE MUNTINS • (SURFACE APPLIED) FLANGW €! FLILNGE AllavtdI FRAME OPTIONAL • • • - - •_-_•• SERIES t30.6 NTINEL•ALUAINUM FIXED WINDOW DESIGN LOAD. jiAilin FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./F1X. 0R FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6711 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 UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL w 18' MAX. SHORTER SIDES EQUAL LEG FRAME 6" MAX. HEAD/SILL CORNERS 49' FLANGE WIDTH D.L. OPG. aL --T m L LL -IT 71 _-f WINDOW WIDTH rIIII/ WINDOW WIDTH -re.,.:.,"""-.1":/INDOW WIDTH. ' WINDOW WIDTH • =i-f- z 3y- WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 18' MAX SHORTER SIDES WINDOW WIDTH E .. 1 L WINDOW LENGTH _L_L J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09 2020 Mlaml Dade Product Con r I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. J TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L. OPG le�.y II 11 it II ij, II II II / II 11 JL____ n II 6" MAX. CORNERS 17" MAX. STRAIGHT SIDES DAYI ITE OPENINGS: 0.L.0. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" W. WIDTH r 1 r WINDOW WIDTH 7 ° 3 z 3 LAM GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT /1uuu11j7j V.. '' GENRE . .7 my"U J ALUM FIXED WIN to m O p cc '0 0 0 O IT) N n O � n •O 3 m C n o o— „ 0 3 Q a v FAX. (305) 503-6592 co_ n 5 5 4 10 NO CHANGE THIS SHEET n>' 8 0 [date: 01_30-10 drawing no. W10-02 sheet 1 of 6 • ••• • ••• • • • ••• ••• • • ••• • •••• • •• • •••• 6' MAX. HEAD/SILL CORNERS 4B' BUCK WIDTH D.L OPG. 16' MAX. STRAIGHT SIDES E .= o •• o •• •• •• •• • •• • •• C2 • • • •• • •• • • • • • • • I =-Tr Hr- I 1 71 11 11 /. /, II •• // II Jr- --- =t—ter �r--- •• 5 • I1•• • • • II • 11 • ••• • II II '•-- r==F==-i • •I • ••rl••• •• II ••I •• • • j •• *•• • •• • • i • •• ••• • ••••• • • •• • • • • •• • •• • • • •••• • • • • •••• inn 48' BUCK WIDTH D.L OPG. FALSE MUN11NS (SURFACE APPLIED) OPTIONAL F- 16' MAX. STRAIGHT SIDES 6- MAX. HEAD/SILL CORNERS FIN FRAMES TYPICAL ELEVATIONS 96" BUCK WIDTH D.L OPG. 16" MAX. STRAJGHT SIDES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES _? ��17 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 16" MAX. STRAIGHT SIDES `11111111L1\,''. • TATE OF ((/ z- Ast r' fLORIDP•• •c\.$ ,i„ i®fVfoL �� \ /Imm SERIES SEN11NEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.) COMP-ANL\W10-02CGIf) FAX (305) 593-6592 0 5 NO CHANGE THIS SHEET 5 0 F5 5 5 5 5 v g 8 0 drawing no. W10-02 sheet1•jof 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF FLANGE DDL9. BDCE DIVS. GLASS TYPES 'C'&'CI' CLASS TYPES 'D'&b1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 24' 23" 60.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36' - 35" 80.0 80.0 80.0 80.0 42' 41' 80.0 80.0 80-0 48' 36" 47" 35'80.0 80.0 80.0 80.0 80.0 54" 53' 80.0 80.0 80.0 80.0 60" 59" 80.0 80.0 80.0 80.0 61' 60' 80.0 80.0 50.0 80.0 24' 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36" 35" 80.0 80.0 80.0 80.0 42" 41' 70.2 70.2 60.0 80-0 48' 46• 47' 47. 61.3 61.3 80.0 80.0 54" 53" 61.3 61.3 80.0 80.0 60' 59' 61.3 61.3 80.0 80A 61' 60" 61.3 61.3 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 36' 35" 80.0 80.0 80.0 80.0 42' 41' 70.2 80.0 80.0 48' 60" • • • 47' 59"70.2 61.3 61.3 80.0 80.0 •54' • • ••• ••53' • •• 54.3 54.3 725 72.5 • • 60• 59' • • 68.8 48.8 65.1 65.1 •61" • • • • •60' • t8.8 48.8 65.1 65.1 ••24' • • • •23" • j0.0 80.0 80.0 80.0 30' • 29' • • ••••. I0.0 80.0 80.0 80.0 g0.0 80.0 80.0 80.0 36" 35' • • 42' • • •• . 41' •"• • •02 70.2 80.0 80.0 ••48' • 72 • • • 47' ••71 • •• • • •‘1.3 61.3 B0.0 80.0 54' 53' 54.3 54.3 72.5 72.5 ••60, • 4.6 48.8 65.1 65.1 • 61" •••• • :59. • •60" , •••• • • • • • 48.0 48.0 64.0 64.0 • : 2, 23" 80.0 80.0 80.0 80-0 30' • 29' • • • • • • /0.0 80.0 80.0 80.0 • • 36" • • • 35" • • • • • •8.2 78.2 80.0 80.0 42' • • • • • 41" •0. •, 70.0 70.0 80.0. 80.0 48' (4. 47' • • 61.3 61.3 80.0 80.0 •• 54' ••••••53' • .4.3 54.3 725 72.5 56' • • • • 55" 52.4 524 69.8 69.6 24" 23" 80.0 80.0 80.0 80.0' 30" 29' 80.0 60.0 80.0 80.0 36' 35' 75.6 75.6 80.0 80.0 42' 97' 41' 96" 65.2 65.2 80.0 B0.0 48' 47" 60.6 60.6 60.0 80.0 49' 48" 59.6 59.6 80.0 833 24" 23' 80.0 80.0 80.0 80.0 30' 29" 80.0 60.0 80.0 80.0 36' 102' 35' 101" 74.6 74.8 80.0 80.0 42' 41' 65.7 65.7 80.0 80.0 46' 45' 59.3 59.3 80.0 60.0 24" 23" 80.0 80.0 80.0 80.0 30" 29' 80.0 80.0 80.0 80.0 36" 108" 35" 107" 73.8 73.8 80.0 80.0 42" 41" 62.4 62.4 80.0 80.0 44" 43' 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. CUSS TYPES 'C'k'C1' GLASS TYPES 'D'&'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EM.(+) 1NT.(-) 5C5.(+) 1NT.(-) 24" 23- 80.0 80.0 80.0 80.0 30" 29• 80.0 80.0 80.0 80.0 36" 114' 35' 113" 73.0 73.0 80.0 80.0 41' 40' 61.4 61.4 80.0 80.0 24- 23' 80.0 80.0 80.0 80.0 30• 29• 80.0 80.0 80.0 80.0 36" 120' 35' 119' 724 72.4 80.0 80.0 39' 38' 65.9 65.9 80.0 50.0 24" 23' 80.0 80.0 83.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36' 121. 35' 120' 72.3 72.3 80.0 80A 39' 38" 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSF FIANCE DIMS. BUCK DIMS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'DA' WOTH (W) IENG4 (L) WIDTH (W) LENGTH (L) EX7.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 37' 36'25• 80.0 80.0 80.0 80.0 48' 26' 47" 83.0 80.0 80.0 80.0 53-1/8" 52-1/8" 80.0 50.0 80.0 80.0 61' 60' 50.3 80.0 80.0 80.0 19-1/8' 15-1/8" 80.0 80.0 80.0 80.0 26-1/2- 25-1/2" 80.0 80.0 80.0 80.0 37' 36" 80.0 80.0 80.0 80.0 48' 38-3/8' 47' 37-3/8" 77.1 77.1 80.0 80.0 53-1/8' 52-1/8' 77.1 77.1 50.0 80.0 61' 60' l 80.0 80.0 T1/B' 1a-1/8' 80.0 80.0 80.0 80.0 26-1 2' 25-1/2' 80A 80.0 37' 36' 80.0 80.0 80.0 80.0 48' 50-5/8, 47' 49-5/6' 61.3 61.3 80.0 80.0 53-1/8" 52-1/5" 58.0 58.0 77.4 77.4 61' 60' 58.0 58.0 77.4 77.4 75-1/4" 74--1/4" 58.0 58.0 77.4 77.4 93-3/4' 92-3/4" 58.0 58.0 76.5 76.5 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 37' 36" 80.0 80.0 80.0 80.0 4a- 63• 47' 62, 61.3 61.3 80.0 80.0 53-1/8" 52-1/8- 55.3 55.3 73.7 73.7 61' 60" 46.0 48.0 64.0 64.0 75-1/4" 74-1/4' 46.5 46.5 61.9 61.9 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 37' 36' 78.9 78.9 80.0 80.0 48' 76" 47' 75" 61.3 61.3 80.0 80.0 53-1/8" 52-1/5' 55.3 55.3 73.7 73.7 61" 60' 48.0 48.0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 E 1.1 is T 3 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Ye' TYP BUCK DIMS FLANGE FRAME FLANGE DIMS BUCK DIMS )5" TIP. EGUAL LFG_ERAMF BUCK DIMS FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACrrIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21 9 c-? 1 y 21217 PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0918.07 il ��AAA1ejo1 AH III77j�i 70592 TATE OF • ONAL `Ns. "in 1111OtA 30 ALUM FIXED WINDOW (L.M.L)(S.M.I.)� SERIES SENTIN 0` 0 FM. (305) 593-6592 9 0 UYUAIEU TO 2014 N0 CIL6IGE THIS SHEET UPDATED TO 2017 1BC 9. 0 0 2 drawing no. W10-02 sheet 2 of 6 • •• • • • • • •• • • C 3/16' ANN. GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PV9 By 'kuraray America. Inc.' 3/16' HEAT STREN'D GI AnS SILCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 PO NTS ON LITES WIDER THAN 36' GLASS TYPE 'C' :/ig lbrctAL.L LAM. GLASS • • • (L.M.I. & 3/16' HEAT STREN'D GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass O'Eastman Chemical Co: R .090' Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090' Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 MS AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'D' 7/16' OVERALL LAM. GLASS • • 3/16" AloN. GLASS • • • • • • • • •075" Interlayer Saflex CP With PET Core • • /By 'Eastman Chemical Co.' • • OR • • • • •090" Interlayer Saflex Clear And Color Glass • • • • • • • By 'Eastman Chemical Co.' • 3/8, AM SPACE • •OR • • • • • 090' Interlayer SentryGlas • •By 'Kuraray America, Inc.' OR • • • • • • • •090' Interayer • • • Trosifol PVB • • • • By 'kuraray America, Inc.' •• •• • • • • • R/16' HEAT ST•EN'D GLASS • • • • • • • • ••h: 4 O a 9 11 W 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 3/8' AIR SPACE 3/16" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 PONTS ALL SIZES GLASS TYPE 'CI' 1' OVERALL INSUL LAM. GLASS (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' le 'D1' MUST BE TEMPERED. (L.M.I. ONLY) 2 3/16' HEAT STREN'D GLASS .075' Interlayer Scflex CP With PET Core 'Eastman Chemical Co.' OR .090' Interlayer Safiax Clear Md Color Glass By 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kuroray America, Inc.' OR 090' Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE 1200 ' W CORNING 899 OW CORNING 995 • XL EDGE SPACER 0GI Ilithp° ST.STEEL BY 'CARDINAL' OR C®■I' DURASEAL 8Y 'OUANEX' O ,I,_31 I OR SUPER SPACER BY 'OUANEX' F 14 14 AT 1/4 PO N'S ALL SIZES GLASS TYPE 'D1 1" OVERALL INSUL LAM. GLASS 2 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 QPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' & 'D1' 1 ? i It PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Ex • irati' n Date 09/22/2020 OF • ' OR10!'.•141&„ NO CHANCE TMS SHEET UPDATED TO 2014 FBC rc • UPDATED TO 2017 INC 9 ci 3 8 c n B drawing no. W10-02 (heet 3 of 6 • • • • • • • • • •• • • • •• ••• • • • • • • • • • •• • • • ' TYPICAL INSTALLATION DETAILS - AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C,A.N. 3538) /� TEL (305) 8 2648100 FAX (305) 262978 �r COMP -ANL\W10-02CGI THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW r t� X INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE I FLANGE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4' MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE SEE ELEV. SHIMS a I I 2BY WOOD BUCK FOR SPACING OR W000 STRUCTURE TYPICAL ANCHORS METAL STRUCTURE O ��IT-' ® I I! r FOR SPACING V :v M2 TYPICAL ANCHORS SEE ELEV. rFOR �I� ® N O pi ^ y O SPACING ., „mit • m 1 \ CO Fhb- ___ _.J 111,111141 -V\ ® MIN. IBMIn .. iri s SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 WOOD >. • ? - ^ 1HY BUCK TYPICAL AKrCHORS FOR ELEV. PAC FOR SPACING © ,I I a .a s E1 E3 . • •• • • • 1/4" MAX. .' • • • • • • • •:QUAL LEG ••• • EQUAL LEG SHIMS EQUAL LEG ao. © EQUAL LEG • • • • • 2BY WOOD BUCK " ® METAL B' I I I • • • A WOOD STRUCTURE (', j ' STRUCTURE E3 I I • • • • a TYPICAL ANCHORS II I_ M2 �>re=�� SEE ELEV. • • •• • �� i • • x • •• �_ I e h MN 1�� J SPACING r1 u L,..aimi. • •• E2 ••• AFOR ••• �mNE • NO CHANCE THIS SHEET NO CHANCE THIS SHEET UPDATED TO 2014 FEC NO CHANCE THIS SHEET L 0 108.29.17I 1 UPDATED TO 2017 FHC M3 52 TYPICAL ANCHORSa ELEV. _ II II SEE FOR SPACING '.4 - • • W000 ? • • • •• . •I • " •TYPICAL A66CHORS • FSR SPACING • E3 1� III h lTYPICALSEE TYPICAL ANCHORS ELEV. FOR SPACING CDle, \ h 4U� • •••• PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 11111 Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM olINN @MOOS T C CHORS: SEE ELEV. FOR SP G ,/� AND TRANSFER THEM TO THE BUILDING STRUCTURE. By J/.1...Lf 1/4"-DIA, KWIK-CON II BY 'HILTI' (Fu=t63 KSI, Fy 57 KSI) Miami -Da. - 1/4" DIA, ULTRACON BY 'ELCO' (Fa=177 KSI, Fy=155 1) 114 SMS OR SFJF DRIIIING SCRFWS (GRADE 2 CRS) • . i �„ `�`11ii11h ill V'/ b � • " ' u - i�`' a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAM THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/ BS) 4" MIN. EMBED INTO BLOCKS (JAMBS) S) INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/B" THK. MIN. (6063-T5 MIN.) STEEL THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - - ;1'..:'..- INTO CONCRETE AND MASONRY = 2-1/2" MIN. ;P� INTO WOOD STRUCTURE = 1" MIN. O"."D il' •t_i } `1 L��7 _•I INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. . • 5.f' ifiii ENS' .:ti.; � 7' 92 �7 _ * _ �� ATE OF •Qy', J )°P''�C9®� A)/lllo drowing no. W10-02 sheet 4 of 6 • • • • • • • • • • •• • • • • •• ••• • • • • • • • • • • • • • • TYPICAL INSTALLATION DETAILS {� IV g o 0 THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3638) TEL (305) 2848100 FAX. (305) 252-8978 COMP-ANL\W1 INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULUONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4" MAX. ,I SEE ELEV. 2BY WOOD BUCK FOR SPACING OR WOOD STRUCTURE SHIMS TYPICAL ANCHORS METAL STRUCTURE CD L� S 111 1 CD@ _'. "I 3 'S SEE ELEV. FOR SPACING a ® TYPICAL ANCHORS SEE ELEV. ® , FOR SPACING ---�itrti t_ III� Milli 1 a [SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.)]I COI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 1^ m w „, 0 W u7_ IINi 1-1%4".'��nl_�,l-Y� _ J�usir r:a 11.,..-.,. MIMI MI,X" ®MIN... ' WOOD - °' ley BU•K • ••v TYPICAL MtCHORS®N SEE ELEV. FOR SPACING • • • •• • • • • •2 3/8' MIN. • • 1/4" MAX BUCK HEIGHT 1/4' MAX. • • • •• • • • • GAP GAP • r, • • • ••• WOOD STRUCTURE NOT BY CGIrY 1/2" MIN.1/2" MIN. n• •• •• • ire'`tee • 3/8" MIlli. • • • • • •:.. FIN FRAME A ® BACKBED s CAULKING • • • • • • • • • • • •'t • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING � 111111M r • • • \ • #B SMS(GRADE 2 CRS)11. B N D „ € 0 ' ' i UPDATED TO 2014 EHC NO CHANGE THIS SHEET I �BUCK B �, • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _—�� • • •AN. �ny*ATHE M. /(SOU• 1-1/4° MIN. PENETRATION INTO WOOD �! -. efPTH SHALL•BE *tr. a ► • •TI-1,..U.;OF DEEPEIVR : REV D WOODBUCKS IS PERI•IiTW. HOUSE WRAP 0 ® NOT BY CGI EXTERIOR BUCK WIDTH BUCK WIDTH I F---1 - 1 MIAMI-DADE COUNTY I j . 1 -- I APPROVED MULLION Fr r1 M1AMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS a .N 'a o - o 0 0 0 0 1 1 II I1 I & MULLION ANCHORS SEE SEPARATE NOA NEC SEPARATE NOA o 0 w 4 o ' \ 1 i _ _'_ _ _ _ = PRODUCT REVISED % as complying with the Florida N.' 7. .s ` --J Building Code NOA-No. 17-0918.07 » �l _ �_ TYPICAL ANCHORS FOR SPACING Expiration Date 09/22/2020 ®e -TE OF •(0� drawingno. W O-OZ . <ORIDP..'ciNY % 1' SMS. B /V >!14 Miam ade Produc ontr ONAL ,os, llllllitt". sheet 5 of 6 • • • • • •.• • •• • • • •• ••• • ..• ... • • • • • • E1 FLANGE FRAME 2 FLUSH FRAME/FIN FRAME • .995 •• • i •• F-1.184W • 675 • 050 g7.1 • • TYP. i, • • • • E3 • GLAZING BEAD (LAM. GLASS) • • • • • • • • • • • •• • • r� 0 •• • _D") • • • • 9 .96 nil,. • • i •• • • • • • • •l -1.184-d • (. CLAZING• T441. INSUL,GLASi). {• • • • . • • • 1.000 _f.125 • .500 I-1- M4 GLAZING ANGLE (LAM. INSUL GLASS) • • • • PA .065 • • • 1.550 .050 J —1.395-1 ONAIL FIN ADAPTER 1.680 • • .550 J— E6 FLANGE ADAPTOR 1.395- .180 .050 .065 FLUSH FRAME COVER 1.119 291 .GSGr I� 1.081-.i OSCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SOPPLIER/REMARKS E1 CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WDW. FLUSH FRAME/9N FRAME 6083-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (UM. GLASS) 6063-T6 - E4 CGI-123 4/ WOW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS REOD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS RE00. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS REOD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X I/O X 1/8') 6063-T5 - 145 - 2/ LITE SETTING BL0040 EPOM DUROMETER 855 SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST 1 - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Data 09/22/2020 SERIES SENTINEL 130 ALUM FlXED WINDOW (LM.I)(S.M.I.) COMP -ANL\W1O-O2CGI FAX. (305) 593-6592 0 NO CHANG, THIS SHEET 0 0 0 6 UPDATED TO 2017 FEC Prf 01 74 8 0 c F drawing no. W10-02 sheet 6 of 6j DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BO OTI CGI Windows and D'ors, 10100 NW 25' Street Miami, FL 33172 CODE ADMINISTRATION DIVISION PTANCE NOA 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 Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including 11t e�iigl4 elez' ' rricane one. SCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — DOCI MENT: ra - -. - ruded 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., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 inspect at•tliejob site at•the regyest of the Building Official. This NOA revises and renews NOA# 15-0:20.08 Ind etrlists 3f Ehil 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 APPROVED • •.• • • • • • •• • . •.• • • . • • • •. • •• • . • • • • • • • • • • •• • • • • • • • • • ••• • • )14i1 ••• • • • • ••• 1.e.I • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• • ••• NOA No. 18-0129.0'8 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 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th 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 .. ... . . . . . .. • O. . . . • • •••..•• • •• ••• •. • • • .• Manue Pere • ... • ... • • 1, Product Control Exa ij '' r • • •• • • •• •• •• •• NOA No. 18-012 .08 • • • Expiration Date: March 28, 2023 • • .. . . . . . • . •• "' • • • Approval Date: March 29. 2018 E-1 ••• • • • • ••• • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 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) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. .. ... . . • . • .. . • . . . • . . .. ... .. • • . .. • ... • ... • • • • . . . • • . . . • • • • • . . • • . .. • • . . • . . • . ... • . . E-2 ... • • • • ... . . • . . • . . . • • . . ... • • • . . . . . • .. .. • • • .. .. 000 • • • 000 • • Manuel ' rez, '.E. Product Contro x iner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 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 A1-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/04/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. ....... . .. .. • • • . . .. ... .. • • . .. • ... . ... • . • . . . . • • • • . • . . . . • • • •• ... E-3 ... . . • . ... . • . . . • . . • • . ... . • • . . . • .. .. • • • .. • ... • . • ... • Manuel Pe ez, P E. Product Control a ' er NOA No. 18- I 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 • ••• •• • • • •• • • • • • r1.000--j -.125 I 2.000 - .125port U-' ftl MULLION 'M95-13A k^ " .250• TIP. HOLE3 1, w,v v v �,o. Tri JI I 2.000 1 _ --.I25 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (305) 264-8100 FAX. (305) 262-6978 1L_1=� _Y �� e ,' 4.000 TYP3" GLAZING PRODUCT CLIP k--- 2.000 ANGI F 1* ' / Ix Sx = = 1 X2 .332 IN\4 .332 IN\3 MULLION `ls0• 1!� 1.000 '49H s-,. 6.000 " w 2.000 3.000 --4.000 — 6063-T6 r-2,000— li 125 6063-T6 r1.000-� 125 r1.000 • • • • • • • • • • • — • • •. • • • • —.125 3'• 3• ++ MULLIONS -- 42.000-1 CONTAINING TYPICAL GLAZING PRODUCTS e.000 • • • • • • • • • • • �• • • • I • Series Clipped, Extruded Aluminum Tube Mullion—LMI) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 "W' DIMENSION HORIZONTAL OR VERTICAL MULLION 'W' - IN SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 2• 1.688 3• 2.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 4• 3.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED • • • • • Ix • I0 • •Sx • • • • • • = = 1 X3 •• .95t2 'Oka .63,5 IN\3 •• • MULLION •• • • • • • • • 6" 5.688 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. • • • •• • • Ix = 2.9762 IN\4 ••yx•= 1.4881 IN\3 • 0000 MULLION • •1�6063-T6 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY .715 NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 000. • 6063-T6 • 1.875 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS • • • • • • • • • • I • • • • • • -1'000-^{ • • • •.125 •• •• • • • • • • • 125 •2.000� • • I r,125 • �1 g II C 2 a NOTE REV. UPDATED TO 2010 FBC UPDATED TO 2014 FBC REV. PER RER COMMENTS UPDATED TO 2017 FBC 6.000 • • a -7 �-.125 TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 4.000 MULLION CLIP FOR 1E3Y TUBES 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. CGI-383 6063-T6 ---1.700-- 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 MATERWS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR 4.000 125 r n 6' o o '0 cs - ry c. - Q Q - — WATER INFILTRATION RESISTANCE ETC. INSTRUCTIONS: CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, c ESOW,. QM - - USE CHARTS AND GRAPHS AS FOLLOWS. AND TO BE REVIEWED BY BUILDING OFFICIAL. I date: 11-25-95 ) I scab: 1/2' — 1' 1dr. by: TARIO ) chk. by: ) 2.000 .125 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 `V�J.t111A%'0�,7��i 44:11 FOR PARTICULAR OPENING. PRODUCT REVISED 1Y"" STEP USE DARE COUNTY APPROVED GLAZING PRODUCTS MEETING me�d.Ying with the Florida `` V•' "al`SF '�- ABOVE LOAD REQUIREMENTS. Budding Code n'aiB� "01 • STEP Z USE CONNECTION TO MUWON AS PER PRODUCT EoND • T' A2 r Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION Ix - 2.0374 w\4 Sx = 1.0187 IN\3 1X4 MULLION 4.000 s APPROVAL rni. Dade 1013 _ -• : Y} USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH By STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Miami - t`� ry AI LL� cc- drawing no. M95-13A MULLION CLIP FOR 2BY TUBES ade Produce C - . IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS �i� • T OF G(/�� ' O1, ..' \ram ` c� CGI-395 6063-T6 STEP 5 ON SHEETS 3 & 3.1, SELECT ANCHOR TYPE WITH DESIGN RATING ins �O ��\ MORE THAN THE DESIGN LOADS SPECIFIED M STEP 1 ABOVE. 7Yr TIf iiii%111\LV sheet 1 of 5 6063-T6 6063-76 a 130 120 110 100 80 z 0 w 70 0 60 50 • • 40 • 1 X 2 X 1/8" MULLION 38-3/9" MULL SPAN • •• • • ■ 56" 50-5/8 • 63" • • • • • • ;:;::; 130 120 110 100 90 0 80 z 0 ri 0 70 60 50 40 30 ,--. T_ . 30 • • �5 3S• ••5 55 •• 619• •• SRIBBII!RY WIDTH i.i i • • 130 •1••• • 120 • •1 • 110 • • • 100 a 90 0 80 z w 70 0 60 50 40 30 25 35 45 55 65 TRIBUTARY WIDTH — INCHES • • �L•X i X 1/8"•MULLION• 1 X 3 X 1/8" MULLION 38—: /8" 50-5/8" MULL SPAN 5 63" 74- 1/4" 84" 75 85 25 35 45 55 65 TRIBUTARY WIDTH — INCHES 4 I • • • 50-5 8 I • •• • •• • ••• • •• • 56" • •• • •••• • • 63" • 74-1/4" MULL S'. 84" 96" 10 3" 120" 132" 130 120 110 100 90 0 80 z 0 w 70 60 50 40 30 2 X 6 X 1/8" MULLION DESIGN LOAD — PSF 1 X 4 X 1/8" MULLION 0 20 10 56" 50-5/8" MULL SPAN DO 63" 30 ::\ r 50 84" 50 96" 50 75 85 25 35 45 55 65 TRIBUTARY WIDTH — INCHES 132" 144" 108" 120" 74-1/4" 84" 96" MUWON S 75 85 25 35 45 55 65 TRIBUTARY WIDTH — INCHES 75 85 MULLIONS GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON ,=' GLADUCTZING PRO GLAZING PRODUCT GLAZING PRODUCT 75 85 MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) — w1 +2 W2 NOTF• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) PRODUCT REVISED as complying with the Florida AWE IB-Dt29.og non Dare By Miami (Dade Product Co G Series Clipped, Extruded Aluminum Tube Mullion—LMI MULLION\M95— 0 c 0 O 0 La ca c N c 0 x^ O l[1 Sr' 3 NM -a czL— - O - o�� U -: FAX. (305) 593-6592 2 8, G 2 NO CHANCE THIS SHEET 0 a 0 drawing no. M95-13A (sheet 2 of 5 3 130 120 110 100 0- 90 0 80 0 70 w 0 60 50 40 • • • • ••••00 • • • 1i ••,••• • • 110 • • 100 • 0) a_ 90 80 z 0 70 0 60 50 40 30 2 ANCHORS TYPE 'A' 8-3/8" MULLION SPAN • 25 30 46 5 • 65 isIBUTARY WIDTS •-•11{Ci45 •• •• •• •• • 2•At�Gl1ORS T�eF•:BF: 75 85 • •• • • • •••• • • • •• •.•• • •••••• • •• •••••• • • • \38(ujoN • • SPNN • • • • • • • • 50- 5:" 74 25 35 45 S 65 TRIBUTARY WIDTH - INCHES 75 85 DESIGN LOAD — PSF 130 120 110 100 90 80 70 60 50 40 30 85 2 ANCHORS TYPE 'B' 38-3/8" NUWON SPAN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE C' 38-3/8" MU_UON SFAN 50-5/8" 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES NOTE' ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 130 120 110 100 L, 0. 90 a80 0 0 70 w 0 60 50 40 30 2 ANCHORS TYPE 'BH' UWON S PAN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 CUP ANCHORS . VER9CAL MULLION MUWON GLAZING GLAZING PRODUCT PRODUCT W1 CUP ANCHORS CUP ANCHORS W2 HORIZONTAL UULLON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE /:- GLAZ NG `Q PRODUCT GLAZING PRODUCT ANCHOR ETAIL }1 GLAZING PRODUCT CUP ANCHORS MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - W1 2 + W2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 18Y 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 '8F' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES ANCHOR LOAD CHARTS 2 ANCHORS AT MULLION ENDS PRODUCT REVISED as complying wig% the Florida Aoq,�Nor8-0t29.06 E ' 2023 By Miami )L.II PmdioL ('OIIcto L1 LL 111 1 l I l? ppoN1 ), ' 034"v inum Tube M z FAX. (305) 593-6592 0 0 9 5 0 5 a 15. Ezi 2 9 drawing no. M95-13A (sheet 3 of 5 • 130. 120 110 100 0, a 90 Qo 80 4 ANCHORS TYPE 'A' 130 4 ANCHORS TYPE B. 50-5/9" 8-3/8" 63" 74- 4" 64 MULLON AN 96 10 1 z - N 70 0 60 50 • • • ♦ • ♦0 • •• • • • • 30 . 016.10f• .. 25 3! 4% 55• • 65 • 75 85 AtIBUTARY WIDTI-P I !PICRES •• • ••••11T0 • • • 0 • • • 120 • • • 110 • 100 • • 0 •••{Q•• 90 0 of 80 0 w 70 0 60 50 40 30 • • ��•ANCWORS T1fPE ‘BF? \♦• • • • • • • ♦ •• • • • • • • • 38-3/8" • 0 • • • • • • • 50-5/8" ca. 63 74-1 96 84 10 1 L S 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 N a 120 110 100 90 0 o¢ 80 J 70 60 50 40 30 130 120 110 100 0 a 90 0 0 80 0 vI 70 0 60 50 40 30 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 08 12 13'A 50-5/8" 74-1/ LIO -PAN 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 75 85 4-1/4 84 108 12 50 -5/8' 13 M ON "AN NOTF- 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) 85 130 120 110 100 N a. 90 O O 80 m 70 0 60 50 4 ANCHORS TYPE 'BH' 40 50-5/8 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES CUP ANCHORS GLAZING PRODUCT W1 VERTICAL MULLION GLAZING PRODUCT CUP ANCHORS W2 CUP ANCHORS HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SWIPE GLAZING PRODUCT 1 ANCHOR ETML }1 GLAZING PRODUCT CLIP ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - W1 + 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' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES ANCHOR LOAD CHARTS 4 ANCHORS AT MULLION ENDS PRODUCT REVISED as complying with the Florida Building Cade Acceptance No ) ♦7 2 . E {ration Date By At.. ode Product `vVt t\t II111/lll '..•' VOENSF''•.. ii 70592 ra""v Series Clipped, Extruded Aluminum Tube Mullion—LMI FAX. (305) 593-6592 0 a 0 drawing no. M95-13A (sheet 3.1of 5 3/4" 0 ULTRACON 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. 2/ ANGLE MUWON 18Y OR 28Y W000 BUCK MUI�SJON.•y 11 • • Z ALUM- ANGLE • • • • 2_5/8" LCV10 • • • • • • w w II••• • • • • • • • . 1.500 • • • •1AX. • • •• • •• • • • • • • • 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACIlTENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MUWON 2 X 2 X 1/8" ALUM ANGLE e " MIN # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4" DIA. ULTRACON 1/ ANGLE 2X 2X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MUWON MULLION .1/4" 0 ULTRACON 2/ ANGLE 18Y OR 2BY WOOD BUCK 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG MAX 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULUONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 "X2" TUBE MULL PRODUCT REVISED as complying with the Florida Building Code Aocepteoce No / - 0/ • Og Date NOTCH - VOOD BUCK TO ACCOMODATE CLIP. ANGLE TO MASONRY 2 X 2 X 1 /8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE 1/4" 0 ULTRACON 2/ ANGLE • CONCRETE OR MASONRY BLOCKS 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS By 0 0 0 UPDATED TO 2017 IBC 0 0 drawing no. M95-13A sheet 4 of 5 • • • •• • MUWON CUP MULLION MULLION •• .1 • • I I I I • •��•••• I• • I I :• I I • • a•••• •• • • • • • • • • • • 4 • • • • • • • • •• • 2/4' 0 ULTRACON 1/ ANGLE ea .1/4' 0 ULTRACON MUWON CUP A 2/ ANGLE 11 1BY OR 2BY WOOD BUCK • • • • • • • • • • • • •• • •• ••• • • •••• • • • • •••• MUWON PRECAST CONC.` d SILL • NOTCH CUPS TO MISS MARBLE SILL OR TRIM 1/4' DIA. ULTRACON 1/ ANGLE MU W ON MULLION 1BY OR 2BY WOOD BUCK SEE SHEET 1 FOR APPUCABLE MULUON CUP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CUPS 111 _ Mai INS MUWON ' d •,_ CONCRETE OR ..�.�,��. NASONRY BLOCKS MUWON PRODUCT REVISED as complying with th. Florida Building Code 18 -O J29. O Acceptance No n. Dale rfar. ;1023 NOTCH WOOD BUCK TO ACCOMODATE •CLIP -.ANGLE TO MASONRY 1/4" 0 ULTRACON 2/ ANGLE drawing no. M95-13A • W000 BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 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 18Y BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE • S • TYPE 'BH'-• 1.S" DID. ULTRION W'ELCO' (Fu=177 KSI, Fy=155 KSI) • DIRECTLY INTO HOLLOW BLOCKS • • •• E•• • • `4" MIN. EMBED INTO•BLOCKS })'I RU 1tY BUCK INj0 BI:OCKS 1-S1/4" MIN. EMOBOONTO 'BLOCKS • • • E ' BF'—ei/4l CIA. ULTRACOiNse •TLCO' (Fu=177 K51. Fy=155 KSI) :DIFtECT40 INTO FILLOaD BLOCKS • • 1-3/4" MIN. EMBEQTTQ BLOCKS ••c•• •• a •THRLP 1 fN BUCKS' IIJ p• QI.1CKS • • 1-1/44' MIN. EMBED INTO BLOCKS TYRE 'C'— #14 ▪ SMS OR SELF-DRII,L141i SCREWS (GRADE 2 CRS) c••••• 401rQSTRUCCIiRRS • (4) TPREADS MIN. *TO Eif1END BEYOND METAL THICKNESS c ALUMINVM: 1/8" 11!i�(.•MIN. 6063-T5�MIN.) • a • • • • eEtL 1 L8" THK. MIN. (Fy = 36 KSI MIN.) (S•€ L•I6) CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 OR 4 ANCHORS TYPE 'C' SEE SHEETS 3 & 3.1 FOR CAPACITY THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION �. 1/8- THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON ACCESS HOLE METAL STRUCTURE OR TUBE MULLION #14 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MUWON 2 PER CUP AT LARGER MUWONS MUWON 18Y OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT REVISED as complying with the Florida Building Code Acceptance No IC-04Zdi. 5& E irati Date Y3 By AS�am ade PrnducI Coal! /1111117 .. AHA;P.„ 70592 OF ' 4. /7r/0 At.1YYs``` (1341"U Series Clipped, Extruded Aluminum Tube Mullion —LW Z L 0 OO w CI w 1- N c o Noon O • I`) c Z 3 0 . '2.- 3 <• r FAX. (305) 593-6592 c RE, PER RER COMMENTS drawing no. M95-13A sheet 5 of 5