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WS-18-135r+s ig -►35 eQ,./Arepe ./.470,u,„ /d 2/ ?/,31/d 9 Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-1-18-135 Permit Type: Windows/Shutters Ciass!ticetien: Window/Door Replacem Permit Status: APPROVED /9/2018. Expiration: 11/05/2018 Parcel Number Applicant 134 NW 93 Street Miami Shores, FL 1131010330920 Block: Lot: RYAN MCDOWELL Owner Information Address Phone Cell RYAN MCDOWELL 134 NW 93 Street MIAMI FL 33150-2235 (305)785-1441 Contractor(s) Phone PRESTIGE WINDOWS & DOORS (305)820-5999 Cell Phone Valuation: Total Sq Feet: $ 2,500.00 0 Type of Work: REPLACING 4 WINDOWS AND 2 DOORS TO No of Openings: 6 Additional Info: REPLACING 4 WINDOWS AND 2 DOORS TO Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Reinspection Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.40 $2.00 $0.60 $160.00 $45.00 $45.00 $90.00 $9.00 $2.40 $358.20 Pay Date Pay Type Invoice # WS-1-18-66155 05/09/2018 Check #: 4394 01/18/2018 Credit Card Amt Paid Amt Due $ 308.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Structural Review Structural Review Building Review Building Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the.proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFI AVIT: Ifertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoning.' Futhe ore, I authoriz above -named actor to do the work stated. C }F (QC May 09, 2018 A dh rized Sature: Owi / Applicant / Contractor / Agent Date Building Department Copy May 09, 2018 1 „,: (.1A CA BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 EIBUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 1 � i-' N (AD City: Miami Shores County: Folio/Parcel#: 11 - D I - Of.6 Uc1 C) Occupancy Type: Master Permit No. Sub Permit No. RECEIVED JAN 1 �018 .L FBC 2019- WS 115 . ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): f \( Cl O Address: 1 '- "I Si City: M i a i' i S1-\oc e S State: F- I BFE: FFE: Phone#: -..c O - -7r6 ) - I' zip: 3 3) 5 C.) Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: -Pr e. j A i 5e 1 A); i'1 v1.c-AW - i "DC c-)i- S Address: ,fj:- C>D n),) Iv 1 5-4 City: i'IN 1 G irY\ ( State: fi- ) Qualifier Name: (i 4 ; (-1 o_ S C (a U (Z (> Phone#: 30`S 9 99 Phone#: Zip: ? Jct't State Certification or Registration #: c-B C, ID- 4S 1 Certificate of Competency #: r DESIGNER: Architect/Engineer: C rl cyi ll Ce �,nq �'_j( �P_SS Phone#: 9SY' 3_54 - DUE/ D Address: ) to U Sc.L 134h 0-4'I Dl2 City: T erf e_ l a r&hState: i` 1 Zip: wc3 Value of Work for this Permit: $ 2- Type of Work: Description of Work: reply C r CaUmns Square/Linear Footage of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition l n �bW5 2 S b 1 m c I - Specify color of color thru tile: Cr-) Permit Fee $ ) COO ' Submittal Fee $ Scanning Fee $ Radon Fee $ 2 CCF $ DBPR $ 2. • -T V CO/CC $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ 3c . 2.0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 71/4 Signature "\ Signature OWNER or AGENT The foregoing instrume t was acknowledged before me this / -7 day of _ Q / 20 / V , by t�� n I v 1o,weir wh who personally known to as me or who has identificatio NOTARY PUBLIC. NOTARY P me or who has produced identification and who did take an oath. Sign: Print: Seal: #4##4#4####4##4##44t##4### APPROVED BY 1111 iordsiresrei r v Notary Public State of Florida Jessica Gonzalez My Commission GG 107252 °?a; pdc Expires 0 23/2021 # # / Sign: Print: Seal: The foregoing instru ent(wass acknowledged before me this �dayof (NA ♦ ,20,by I I �� L ,M, Is personally known to ath. Notary Public State of Florida Jessica Gonzalez My Commission GG 107252 Expires 05/23/2021 . as 44####4########4############ # ####4###4 Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) ° Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgeme Owner 0.(2151.1nQ., 5c_q \(C/ ZZD Date Print Name 1/18/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3101-033-0920 Property Address: 134NW93ST Miami Shores, FL 33150-2235 Owner RYAN C MCDOWELL Mailing Address 134 NW 93 ST MIAMI SHORES, FL 33150-2235 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,255 Sq.Ft Living Area 833 Sq.Ft Adjusted Area 1,044 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $203,198 $203,198 $149,803 Building Value $72,662 $72,662 $72,662 XF Value $728 $735 $594 Market Value $276,588 $276,595 $223,059 Assessed Value $136,847 $134,033 $133,102 Be:iefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $139,741 $142,562 $89,957 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 MIAMI SHORES SEC 6 PB 10-39 LOT 4 & E1/2 OF LOT 5 BLK 134 LOT SIZE 75.000 X 123 OR 20189-0865 12 2001 1 COC 23964-3714 09 2005 5 Generated On : 1/18/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $86,847 $84,033 $83,102 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $111,847 $109,033 $108,102 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $86,847 $84,033 $83,102 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $86,847 $84,033 $83,102 Sales Information Previous OR Sale Price Book- Qualification Description Page 09/01/2005 $0 23964- Sales which are disqualified as a result of 3714 examination of the deed -1 12/01/2001 $160,700 20189 Sales which are qualified 0865 06/01/1987 $55,000 13326- Sales which are qualified 0165 01/01/1981 $51,000 11009- Sales which are qualified 0652 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: RAMS' ENGINEERING, INC. LICENSE # 11955 '2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 PROJECT: 2,- `2' L NAME: y Cyg5, DATE: SHEET: l OF 7 I �% ,� .-I_•-_ . r LEI ,,, 1 'i1r��G . LQu � � vt� ��4 t�5 ;,E�,1 "+-� E I ' N1 iav,.,.._. rn� l>�I��I Lam. __ a � .�a��S 4.-__ +-._. _. F_._ Xl. ice{.., _/�-' .:'i J E-r 1'.rr3.�-. •. • ,._� i .iii .• • tht vl Loiki i I • • •,• i• • RAMMS ENGINEERING, INC. Yawed LICENSE # 11955 21 00 W. 76TH STREET, SUITE 31 1 , HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 PROJECT: //Av// I, NAME: DATE: SHEET: OF • . • I •••• • i • • , •• • •••••• r • i • ' • ••••. •-, • • • I °• t• • •••• •••• i• •••• .1. • • • f •' . ; I I• ▪ •• •! - i , E4j1 _14_Q.. --4 , I 1*-44-1.7 RAMS' ENGINEERING, INC. Yketcha LICENSE # 11955 ' 2100' W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 PROJECT: , I i GilfeLL r 1 , t 4x1k/4 410_-2 1 L i r 1 ' -i A..2.1. .I 4 • e1/47• • - i i —1-7,--_„,1---4; 6e6e • • • • 1 •• , Witatit0.141-1- '1. 1 , '' ' III. 1 •••••• _j______••• ,:: ' ' 7 i ! 1 • i 1 . , .1 • I -t- . r---- oiI11i --t.•• ?t••tI.•• .,4•T14,I J••-,! .• . „___1. __•.••••• 1, •• rI7,•1, •••..•—: • •. , . --. • ' • 7-.•• ••••• •6•• —_- 1 ii i 1 ^ 1.(ej 7.'. ...A • I-0 . 4 ....___4_.,....",•_. •• ,•f,,- .•...•, 1 .,- ri--, , /A- 1 , 4... 1 ' 1 I__. 1 '-----..' . L : 4 --a Pr, , 4--1(;,1,,-. H-, 1 •IIS , 1 _, . , , . 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L I i f � i i ',A4o �i NAME: DATE: SHEET: ! 1 i • ; • • • • • • • •• 1• • ••Ci • i • ( •, :. • i •••1h1• • i • •.• . • '• • ••i • ; C.�f •s X% (•••• •••••r ( • ' • •• •I I• .• • f • • • • • • • • • •• •i • i • •• r RAIIMS' ENGINEERING, INC. 5/- LICENSE # 11955 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 PROJECT: I r- "1 1 i-- -I- , ir-- --1-- 1 - li I _ • I- ! 1 I ! 1 ' _11 0,31-,.-.(7#*-2.4._.)-2-: ;? , ,_ , ., (/ O., i , , -!--- ,L; ).. , , 1 i ! 1-, '', t• NAME: DATE: SHEET: ,Ce OF 1 I II [ +- -1'— 0/41 4i7:74 471 A0r,.. --"-- .A., 14r, L I 1 1 i 1 ! L , , . 1 I i. ! . ; I._ _..1._ 1, ..i.,_ !,..' _,I, i ! I i I i 1 1 - . 4.--- FLUAIT-l? - alt Lt- 1 I ' '' I • -1-• - -1 1- --)! 1 i ! ; I .-..P.I I - t, i; - ! . 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LICENSE # 11955 2100 W. 76TH STREET, SUITE 31 1 , HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 PROJECT: I .may AA h. 14291D _t t 'r k NAME: DATE: G SHEET: 7 OF I CoaNi / 11 y'41tt- �G h • � •I I •ee•; •Ze•e• 4j { • •r• • • t 1 — _-t- ,C%` . 1. •••••• I . •I I • •I• Vie•• •••• t• r• { I ` ! • �� I • I e i •• •id •• •._....__' ! • • .--- •• • i• •I • l • • ;• I r! Job Name: ~` McDowell Residence 134 NW 93 St. Miami Slimes, F1.331.50 a Mark Size Sq.Ft Type Noa Noa Press Caic Press 144.25" x 78.75" 23.4 Fixed 17-0918.07 -6L3/+61.3 -47.9E+37.2 2 44.25" x 78.75" 23.4 Fixed 17-C1918.07 -6L3/+61.3 -47.9/+37.2 3 65.75" x 78.75" 35.7 SGD 17-1011.18 -60/+60 -46.4/+36.4 4 65.75" x 78.75" 35.7 SGD 17-1011.18 -Edl/-t6O -46.4/+36.4 5 44.25" x 78.75" 23.4 Fixed 17-0918.07 -6L3/+6L3 -47.9/+37.2 6 44.25" x 78.75" 23.4 Fixed 17-0918.07 -6L3/461.3 -47.9/+37.2 4"x4• New wood column 2" X 4" Mil NOA 18-0129.08 Z" x 6"Mull NOA 18-0129.08 3 + 4 4"x4" New wood column 5 2"X4"MWNOA 18-0129.08 BATH BEDROOM 2 BEDROOM 1 KITCHEN ENTRY FLAT PORCH GARAGE • • . . .. • ...... . ...... •... • • 000000 .••• • ... • • • • • • • • • • .• • . •... . •••• replacing 6 openings to impact - all other openings shown are existing to remain -• . • •...... • • • • • •• • • • • • • ...... . .• .•.... •• 000000 • • ....•. ..... ...... • .• ...... . • ...... • • 12/29/2017 - 4:11 pm internl V:\Projects\_Master Plan Sheet Store \Windows-Doors-Shutters\400 Wind Charts \_Reference\2017 b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE F24L • ASC;E•-1O 'ASD' DESIGN PRESSURES FOR COMPONEI'IT4 4 y�•L EADDI1NG INTERIOR ZONED PRESSURES Mean Roof Height 0-15ft 18 ft +41.6 +40.1 -45.1 DESIGN PRESSURES (PSF) - ZONE 4 F?. 10 20 30 401 ( `; 43.4 39' +36.,3r +37.9 +37.3 Tributary Area (Sq F -41.6 +38.2 -43.3 +39.7 -40.6 +37.2 -42.2 +38.6 20 ft -46.2 +42.6 -44.2 +40.6 -43.1 +39.5 -42.3 +38.7 -41.7 +38.1 25 ft -48.4 +44.6 -46.4 +42.6 -45.2 +41.4 -44.4 +40.6 -43.7 +39.9 30 ft -50.3 +46.3 -48.2 +44.3 -47.0 +43.0 -46.1 +42.2 -45.4 +41.5 35 ft -51.9 +47.9 -49.8 +45.7 -48.5 +44.5 -47.6 +43.6 -46.9 +42.9 40 ft -53.4 +49.2 -51.2 +47.0 -49.9 +45.7 -49.0 +44.8 -48.3 +44.1 45 ft -54.8 +50.5 -52.5 +48.2 -51.1 +46.9 -50.2 +45.9 -49.5 +45.2 50 ft -56.0 +51.6 -53.7 +49.3 -52.3 +47.9 -51.3 +47.0 -50.6 +46.2 55 ft -57.1 +52.7 -54.7 +50.3 -53.4 +48.9 -52.4 +47.9 -51.6 +47.1 60 ft -58.2 -55.8 -54.3 -53.3_ 526 +53.6 +51.2 +49.8 +48. INTERIOR ZONED EXTERIOR Mill® a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF m11 ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ROOF HEIGHT EXTERIOR ZONES PRESSURES 0 • • • Mean f ight DESIGN PR S ES PSF - ZL7 E 5• 4 10 Tribu=ar'Are: (Sq Ft) • • • • • SO • 20 • 306 • • 40 -15 ft -53.6 +40.1 -50.0 +38.2 -47.9 1+37.2 ••_• -46.4 +36.4 • , -45.2 1+35.9 • •• 18ft -55.7 +41.6 -52.0 +39.7 449.8 • +3816 •-48.2• ••• • •+37.9• -47.0 • • • • +67.Z • 20 ft -57.0 +42.6 -53.1 +40.6 44.9 +39.5 •-4➢.3 +38.7 .-4r81 : +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 +46.3 -57.9 +44.3 -55.4 +43.0 -53.7 2-5 42. -52.4__ � 35 ft -64.1 +47.9 -59.8 +45.7 -57.3 +44.5 !=, 5 - r6" 40 ft -65.9 +49.2 -61.5 +47.0 -58.9 +45.7 `f *4-4' } f +45.2 45 ft -67.6 +50.5 -63.0 +48.2 -60.4 +46.9 -58.5` +45.9 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 +53.6 -67.0 +51.2 -64.1 +49.8 -62.1 +48.8 -60.6 +48.0 r m z ELEVATION REMARKS DRWN CHKD GHT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT / / 4 ISOMETRIC 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 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. • WIND VELOCITY = 175 MPH EXPOSURE ICI ENCLOSED STRUCTURE, FLAT TERRAIN • • INSTRUCTIONS FOR TABLE USE: • • 1 IDENTIFY THE ZONE OF THE OPENING • URE BELOW LEFT OR INFORr,y 014:P' • 4. • • 1.f. ANY QUESTIONABLE • • • •5. ./IDENTIFY THE BUILDING M THE MEAN ROOF HEIGHT CANN 2.1. ALWAYS ROUND UPI • • • • .2 VALID FOR ALL ROD-: -•`:, SL • • CALCULATE THE TRIBUTARY' #. •P • • • DTH) OR THE SPAN LENGTH (HEIGH • • 3.1. USE THE AREA BETWEEN STRUM • • 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. \4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN 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: MRH <_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT - SEE BELOW IOR4ZONE 4) OR EXTERIOR (ZONE 5) PER THE THERS. D THE MORE CRITICAL (EXTERIOR) ZONE T FROM THE LOWEST GROUND ELEVATION. IF PEAK (HIGHEST) ROOF HEIGHT. LE VALUE. EE AN ENGINEER FOR REDUCTIONS. STION AS THE GREATER OF (HEIGHT VE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN /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. )�f `LWORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. r! ' " 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 LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS - . ED-HEREIN. , 10. THIS SPECIFICATION DOES NOT-•FFER-A • D ;1�,..Q•'L.5._ •ES' LEAST HORIZONTAL SUBMITTED TEST CRITERIA AND OTH OF THESE TABLE VALUES WHICH IS T 11. ADHERE TO ALL LOCAL IMPACT 12. NO CERTIFICATION IS OFFERED 13. EXCEPT AS EXPRESSLY PROVID DIMENSION C) O PLAN VIEW COMPLEX CORNERS CUfm U,ZU1Omn1 m_DGz7 rtmO G10P m"m - im~G)mCD- in Ufm 2m0 G3;-i22� (1JO DD ZLA 9rmD =OzDZrU) rnPOG7fAA-13D OC1 m- o-IZmmmD znE�ZCzEi yDCmOnGl r r-Z XIG 10Z1"In OiOm r <ZZAZ„C1„� VIC 0c COrOm O m rn p 1 rn. pa° ypy O 6TH EDITION FLORIDA BUILDING CODE 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 CERTIFICATION. REFER TO ANY SEPARATELY STALLATION INFORMATION AND APPLICABILITY CCORDANCE WITH GOVERNING CODES. NCES. HOST STRUCTURE. ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 1.1 Gf Z TI 1 C2 70a 171 m0 2 or GI 0 22 m r 81 1 ENGINEERING EXPRESS® CORP00.ATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdict .on. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade J ougty Procila•Nntrol Section that this product or material fails to meet the requirements of the applicable buil$iiig code.. ... • • This product is approved as described herein, and has been designed to comply wit1 :tile Florida $t151ding • Code, including the High Velocity Hurricane Zone. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I. • • • • • ••.. •... • • • ... • APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Exinuled Alumiwp. Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revisiea.FI date Q1/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearin4t'1inIttiami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and extiratioQg,py the• Miami -Dade County Product Control Section. • • ••. • .. . .. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • •• • •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • MIAMI-DADE COUNTY APPROVED • NOA No. 18-0129A8 4 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 20,1-94. • • • • • along with marked -up drawings and installation diagram of casernen* windoww.mulled . • using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurfleatt `testing lab, Inc.; • Test Report No. HTL-0080-0105-08, dated 03/26/08 for S •ecimens No. 1 and 2: signed and sealed by Vinu J. Abraham, P.E. • .... •••. 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC,•PA 201.94. along with marked -up drawings and installation diagram o'• ah' aluminrhn fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report • HTL-0080-0303-96, dated 03/06/96, signed and sealed by Tintoth'y S. Mar444 P.E. (Submitted under NOA No. 95-0929.39) • •••• 3. Test reports on: 1) Unifoiiii 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) (Submitted under NOA No. 08-0331.07) 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 Manue Pere Product Control Exar NOA No. 18-012' .08 Expiration Date: March 28, 2023 Approval Date: March 29. 2018 E-1 • • . • • • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 9 . • • • 3. Laboratory compliance letters for Test Report No. HTL-008�0S03-96,• id by . • Hurricane Test Laboratory, Inc., dated 03/06/96, signed anntred by Tifmc. thy Se • Marshall, P.E. • . . . • .... .... (Submitted under NOA No. 95-0929.39) . • • 4. Laboratory compliance letters for Test Report No. HETI-96-5'2&,.isfued byJuiricang,;,.• Engineering & Testing, Inc., dated 02/12/96, signed and sealetl•bpHectorR !Medina, . P.E. (Submitted under OA No. 95-0929.39) G. OTHERS . • . • . a • . •• • . . • • • • .. • • • • •• • . • • 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel rez, .E. Product Contro x iner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by 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 Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • • • D. QUALITY ASSURANCE • .. • .. . . ... . . . • . .. . 1. Miami -Dade Department of Regulatory and Economic Resouroas iRER) E. MATERIAL CERTIFICATIONS 1. None. .... .... •.• . .... .... • ... . .• •. . .•.. . • • . • F. STATEMENTS •• • • 1. Statement letter of conformance, complying with FBC 5th Editiod (2014), with FBC 6th • • • Edition (2017), and of no financial interest, dated October 4, 2017,1ssued by Al t'elooq • Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control . a • er NOA No. 18- I 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 • 0001 r.125 r� 2.000 t25O .125 {�V W h-• nP HOLE I j\\\\\\\\\\\41\\T\` •A\tl►Cl\\"\\\\\I` 2.000 1 .125 I AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2648100 FAX. (305) 262-6978 MULLION\A `� ����:{ J7 3, 4.000 �Y ICI I -I TYPICAL GLAZING PRODUCT CLIP 2.000MiH ANGI F a• ' ; Ix Sx = .332 = 1X2 IN\4 .332 IN\3 MULLION C:� 1.000 ,y3S0• N �� -; w 'h. 6.000 w w 1_I �l uJ - 2.000 3.000L.000 — 6063-T6 2,000 ; 2$ t``� 6063-T6 _ r-1.000—I r125 4.000 � .125 ' 3' MULLIONS [A-2.000- CONTAINING TYPICAL GLAZING PRODUCTS 3.000 125 [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 J D. rrszQx, 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 = .9502 IN\4 sx = .6335 IN\3 1X3 MULLION 6" 5.688 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2X4 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY .715 NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 6063-T6 1.875 L ,125 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 6063-T6 r10001�-.125 r-2.000 125 P n y •o NOTE REV. UPDATED TO 2010 FBC UPDATED TO 2014 FBC REV. PER RER COMMENTS UPDATED TO 2017 FBC 6.000 — R•125 TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 4.000 MULLION CLIP FOR 1 BY 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 1J00 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR 4.000 -� ' �.125 Jo iS 0 o `, v '5' is r N o a el in te o 0 0 • • • • • • • • • WATER INFILTRATION RESISTANCE ETC. INSTRU�IIGNS:• CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, w a w W c, x • • • • • • • • • USE CHART311AND 611111PH3►ASIFOL•DW90 • AND TO BE REVIEWED 8Y BUILDING OFFICIAL. (dote: 11-25-95 ) ..IP: 1/2" — 1' ) [dr. by: TAM [chk. by: ) 2.000 .125 • •• • • • • ••• • STEP 1 SI OSEIAD � ARE • PEP ASS �� AH''77i • ITR RAMCDEltRMINE . PRODUCT REVISED `NI' -! i STEP USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING aT NYing with du Florid. 't'' ENS.... ® .' 2 ABOVE LOAD REQUIREMENTS. Building Code STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT A`°°�11oJB of �$ E iretioa _ '•, i 70" 2 Ix = 8.2757 INV. Sx = 2.7586 IN\3 2X6 MULLION Ix = 2.0374 IN\a Sx = 1.0187 IN\3 1 X4 MULLION Date /� • APy�WL • • • • /�r+�..� _ R y7 _ 4.000 • • USIN4 GRAPHS M SHEE1•2 IELECT MRLLI*1 SRE MTH By STEP 4• DESK% RATING IADRE•THM DLSIGN LORD SPECIFIED • Miami Li 4I 2r?t8 I drawing no. M95-13A MULLION CLIP FOR 2BY TUBES !• •• •• •• •• •• ade Product C • IN SPEP•• 1 Ram,. •• •• • •USIN ANCHOR TYPE: 0141% 1[ S 4 d`S D•Ayp�OR GRAPHS �i Cv - -DESIGN T OF to '1DP.... (yN. 60633 T6 STEPS ON S EETS 3 & 3.1, SELECT ANCHOR P WITH RATING Z MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ////00�AL\V3 (sheet 1 of 5 6063-T6 6063_ T6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • 130 120 110 100 90 0 80 0 0 70 60 50 40 30 130 120 110 100 0 80 0 w 70 0 60 50 40 30 1 X 2 X 1/8" MULLION 38-3/5 " MULL SPAN 50-5/8" 56' '3" 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 2 X 4 X 1/8" MULLION 130 120 110 100 a 90 0 p80 0 0 70 60 50 40 30 1 X 3 X 1/8" MULLION 50-5/8" 38-: /8" MULL SPAN 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 63" MULL S N 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 56" 130 120 110 100 a 90 0 ap 80 z 0 0 70 60 50 40 2 X 6 X 1/8" MULLION 130 120 110 100 90 80 0 .70 60 50 40 30 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 1 X 4 X 1/8" MULLION 63" 41/ 84" \ \ \ 74-1/4" 84" 96" MULLION S' 108" t2o' • • • 132' • 144" • 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES • • • • • • • • • • • • • VERTICAL MULLION MULLION GLAZING GLAZING PRODUCT PRODUCT W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION GLAZING PRODUCT 75 85 MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) — Wt +2 W2 NOTE. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • •• • • • •• • /5. • 8 • • • • . . .•. . • •• • • • . • . • • • E. . . on Date •• • • l�1ULLTONS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as complying with the FlQide Building Coge Acceptance No IB-orZ9.o8 By Miami ramie Product Contr Series Clipped, Extruded Aluminum Tube Mullion—LMI A 0 Z O -21 C to O O w Ca CC O H N o u)N N 3 N M O "I cZ„ p L2 FAX. (305) 593-6592 0 n 6 NO CHANGE THIS SHEET NO CHANCE THIS SHEET 6 UPDATED TO 2017 FBC 0 4(3 r drawing no. M95-13A sheet 2 of 5 130• 120 110 100 0 90 0 80 0 70 60 50 40 30 130 120 110 100 a- 90 0 80 J z 70 0 60 50 40 30 2 ANCHORS TYPE 'A' 36-3/8" MULLION SPAN \96" 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE BF' 85 38- 3/8" MULLION SP AN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 130 120 110 100 IL 90 80 0 z 70 W 0 60 50 2 ANCHORS TYPE 'B' 38-3/8" MULLION SPAN 40 30 50-5/ 56 63 74- 84 4 25 35 45 55 65 75 85 130 120 110 100 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'C' 38-3/8° MU_LION SPAN 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 hl a_ 90 80 Lo 70 w 0 60 50 40 30 2 ANCHORS TYPE 'BH' 38 -3/8" M UWON 1 PAN 50 -5 5 6 74 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 CUP ANCHORS GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT O 0 W1 CUP ANCHORS CLIP ANCHORS W2 HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE PRODUCT ' GLAZING PRODUCT 1 ANCHOR ErAIL #1 GLAZING PRODUCT CUP ANCHORS 3 MUWON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) — w1 2+ W2 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 .CHORS C• • • • • 11,4 • APPLICABLE •0 SNO1101% 111IREETLID TO METAL STRUCTURES • • •• • • • • • • • • • • •• ••• •• • • • •• • ••• • • l H• ,C A ,AtS • • • • • • 2 ANCHORS AT MULLION•ENDS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code Acceptance Note-012T 08 7 4O;� E Date C Miami ale Product ®fVAlG \ � S�r10 \A1L111111rrrAr By r 05 Series Clipped, Extruded Aluminum Tube Mullion—LMI MULLION \ M95-13A] FAX. (305) 593-6592 0 38 5 6 6 6i 5 2 .o drawing no. M95-13A (sheet 3 of 5 130 120 110 100 N - 90 0 0 80 4 ANCHORS TYPE 'A' -5/3" 8-3/8" 63 74- 4" 84 MULL ON AN 96 10 1 z - o 70 - 0 60 50 40 30 130 120 110 100 0 0 90 0 80 0 w 70 0 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 130 120 110 100 N -I 90 0 80 (970 60 50 40 30 130 120 110 100 0) a 90 0 80 0 w 70 0 60 50 40 30 4 ANCHORS TYPE 'B' \3- 50-5/ 8" 58" 8 74-1/ 6" N 13 " 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 75 3/8„ 130 85 120 4-1/4 \ 84 M ON AN • • • 7, • •• 25 35 45 55 65 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 TRI J 5. • (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 75 85 120 110 100 Li. 90 0 0 80 Z cs w 70 4 ANCHORS TYPE 'BH' 38-3/8" 60 50 40 30 50-5/8MULL SPAN 10 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES cuP 7- ANCHORS GLAZING PRODUCT VERTICAL MULUON GLAZING PRODUCT O A 4 W1 CLIP ANCHORS CUP ANCHORS W2 HORIZONTAL MULUON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAD NG PRODUCT , GLAZING PRODUCT ANCHOR ETAIL #1 GLAZING PRODUCT 3 CLIP ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - wi + 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 ••• 4NCtiORS;C' • • •• • APPOICA*LE•TO MN•HORS DIRECTLY TO METAL STRUCTURES • •• • • • • • • • • ••• •• • • • •• • ••• • • • • • • • • • • •• • • • • •A1 E I( R; L pk: CHRTS • ■ • • • • 4 ANCHORS AT MULLION ENDS PRODUCT REVISED as complying with the Florida Building Code tt Acceptance No / i' 1 2.0 E .iration Dal« By Mi ado Product C ��'•0ttGENSF ''•.. • 7059 _, 2fl OF • �� \11llttttt .ro‘u MULLION \M95-13A Series Clipped, Extruded Aluminum Tube Mullion—LMI FAX. (305) 593-6592 UPDATED TO 2017 FBC ; n 0 03 8e drawing no. M95-13A sheet 3.1of 5 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MULLION MULLION 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG d/4" 0 ULTRACON 1/ ANGLE 1BY OR 2BY W000 BUCK d 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. �2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4" DIA. ULTRACON 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. 2/ ANGLE MUWON MULUON 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG as 1/4" 0 ULTRACON 2/ ANGLE 1BY OR 2BY WOODBUCK 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0100 • • • 000 • • MULLION 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. 3/ ANGLE 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG NOTCH WOOD BUCK TO ACCOMODATE CLIP .ANGLE TO MASONRY 1/4" 0 ULTRACON 2/ ANGLE 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS PRODUCT REVISED Complying with the Florida Building Code Acceptance No / ." • D/q. Oa •nation pate Ny MI Dade Product Cattrpf I Series Clipped, Extruded Aluminum Tube Mullion—LMI MULLION\M95-13A FAX. (305) 593-6592 0 v 2 5 UPDATED TO 2014 FBC 5 5 UPDATED TO 2017 FBC drawing no. M95-13A (sheet 4 of 5 • MULUON CUP MULUON MULLION MULLION - PRECAST CONC. . /4" 0 ULTRACON 1/ ANGLE 1BY OR 2BY WOOD BUCK a NOTCH CUPS TO MISS MARBLE SILL OR TRIM 1/4" DIA. ULTRACON 1/ ANGLE MUWON CUP °tl 1 °.1/4" 0 ULTRACON 2/ ANGLE 1111111 '111 1BY OR 2BY WOOD BUCK MULLION MULUON SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 1BY OR 2BY TUBE MU ION$$ • • • AND FOR FABRICATIV OUPTIDIn O : MIILLIQI? QLIF • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • NBTCM V00D BUCK TO ACCOMODATE CLIP,ANGLE TO MASONRY Mai MULLION -d ° ° CONCRETE OR MASONRY BLOCKS 1/4" 0 ULTRACON 2/ ANGLE MULLION PRODUCT REVISED as complying with die Maids Building Code 18 -0 J29, 0 E. Acceptance No • iration Date }tar. Z ,1023 Dade Product Contryl^ drawing no. M95-13A WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE #14 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 0R 4 ANCHORS TYPE 'C' SEE SHEETS 3 & 3.1 FOR CAPACITY THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION IV 4. 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUUJON •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • •• •••• ••• • •• •• • • • •• • • • •• • • • • •• • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ACCESS HOLE METAL STRUCTURE OR TUBE MULLION #14 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MULLION 2 PER CUP AT LARGER MULLIONS MULLION 1BY OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT REVISED as complying with the Florida Building Code Ap Acceptance Ido t0 -W 29 • ob E. pimti. Date 23 de Produce Coat 111111111i MULLION\M95-13A Series Clipped, Extruded Aluminum Tube Mullion—LMI c eA Oni W ce n O H N o h La. -Ls "Pr) O rT - C Z 0 . M FAX. (305) 593-6592 0 0 5 5 0 nT 0 5 drawing no. M95-13A sheet 5 of 5 ) } DEI'ARTMEN T OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building cods ". MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/econorr:y This product is approved as described herein, and has been designed to comply •.itk tte Flor da $uilding• Code, including the High Velocity Hurricane Zone. • , ESCRIPTIONISenes "Sentinel 150" Aluminum Slidrnb Glass Door w/ wo Reii grcements L.M.L. APPROVAL DOCUMENT: Drawing No. W 10-31 Rev M, titled Series "Sentine TSO Alum Sliding Glasss Door (L.M.I.)", sheets 1 through 28 of 28, prepared by AI-Farooq Corporation dNc1 05/2%10.and last t revised on 07/27/17, signed and sealed by Javad Ahmad, P. E., bearing the Mia ' jlde Cdtity.Product Control Revision stamp with the Notice of Acceptance number and expiration tloata.hy the Miami -Dade County Product Control Section. : '• . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' • LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, City,%tt.te and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0619.06 and consists of page 1, this page 2 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. HAM MADE COUNTY APPROVED '7. 2 /� ! 1t'1t1 N� OA No. 17-1011:18 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. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifotin Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile I-npact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of.8-pwe1, Ah t. S*GD 14/ Pockets & 135° and 90° corners, prepared by Architectural 1'esting, Inc.: T .st Report • No. D8502.01-450-18, dated 12/07/15 respectively, both sign 'aM sealed by Josept• • • • • A. Reed. P.E. . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading ppr J'BC Tpts•102-94 2) Large Missile Impact Test per FBC, TAS 191.514• ..•• • 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • • • along with marked —up drawings and installation diagram of a:8fitt.7500FW'Vinyl •. Flange Frame Impact Fixed Window, to qualify DuPont `Butgcite';T'VB interlayer, • Duraseal® and Super Spacer® insulating glass spacer, preparedby Certifie4Testing . • Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15; signed anel•Wled by Ramesh 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 7400P0 Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 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 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, Jorge M. Plasencia, P. E. Pkoduct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel, P.E. 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, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. . . • • •. • • (Note: These test reports have been revised by an addendum 1e‘te'r dated Q9/24/14, issued by Certified Testing lab.) •• (Submitted under previous NOA# 14-0627.15) ' 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202.9.1„• • 2) Uniform Static Air Pressure Test, Loading pei F.BC TAS.2 12-94 • • 3) Water Resistance Test, per FBC, TAS 202 9.1" • • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 2V1'94: • •. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • . 6) Forced Entry Test, per FBC 2411 3.2.1, TA's 21 94 • • • • • along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA #13-1121.08 /#12-082116) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5t' Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ah-inad, P.E_ 2. Glazing complies with ASTM E1300- 09. orge M. Plasencia, P. E. Prod -ct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 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. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 0.5/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. .• .. . . . • • • • F. STATEMENTS • • • 1. Statement letter of conformance to, complying with FBC 514 Elkton ( 14) .and of• • • • no financial interest, dated 02/24/16, signed and sealed by JavAntrifnad, P. E ' 2. Laboratory compliance statement, part of above referenced test�rppprts. . • G. OTHERS . . •. . . . . .... .. . 1. Notice of Acceptance No. 14-0627.15, issued to CGI WindOtn nid Doors•, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo•ReiniolioeLaents approved on 03/05/15 and expiring on 09/22/20. •..• ••• •• • • 2. Test proposal for the qualification of Butacite® PVB glass interlayer 3oti. uraray 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. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA# 14-0627.15) Jorge M. PIasencia, P. E. Product Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 .• • • . E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). • • • •••• E. MATERIAL CERTIFICATIONS ' • • •' 1 . 1. Notice of Acceptance No. 17-0712.03 issued Eastman Chemical Companys WA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayef' 't1 ET core" dated* •••• • 09/07/17, expiring on 12/11/18. • • • • 2. Notice of Acceptance No. 17-0712.05 issued Eastman Chemicdaj LQr 1pany (v1Q) • • "Saflex Clear and Color Glass Interlayers", dated 09/07/17 e p ing on't 2.1721. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray AmeitegI 1c. for their • • • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayer" dated 0:1118117, • • expiring 07/08/19. •• • • .• •• • F. STATEMENTS 1. Statement letter of conforrnance to, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), and of no financial interest, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-06619.06, expiring on 09/22/2020. rge M. Plasencia, P. E. Prod et Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 20I7 E-4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO EASE 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 INSTRUCTIONS: USE•C4Wf1S T�FORO'W�. •- • •• •• D MINED N �1ND• 0 RE:111 BASEi ON ID VEL , BLD H HTWIN E 41AIP APPLI• E sF AFTD. • • • • STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 1 • STEP 3 USING CHARTS ON SHEER 15 SELECT ANCHOR OPTION *WITH 0E001 RATING NOIRE TIN• •ESIGN L•?• •FECIFI•D • 10 STEP•1 ABOVE. • • • • • • • • • • • • • • • STEP 4•THE LOWEST Vry.UE R5ULTI4G •ROM •VBPS j AND j • • MALL I•f•Y TO Et•TRE•SYSTEI• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-1011.18 Expiration Date 09/22/2020 By Miami-DaAe Product Control -'' GENSF''• 4U ,a 0 drawing no. W10-31 sheet 1 of 28 1 13/16" MIN. 3 TRACK JAMB ANCHORS 14" 282 13/16" MAX 3 TRACK HEAD ANCHORS 48 1/8" NOM. PANEL WIDTH FALSE MUNTIN OPTIONAL ANCHORS IN PAIRS AT HEAD/SILL/JAMBS DOOR FRAME WIDTH HEAD ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS SEE SHEET 15 AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY 14" MAX. HEAD/SILL 6" MAX. HEAD/SILL CORNERS DOOR FRAME HEIGHT 116 13/16" =1T====0- II REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY 5 /' a PANEL HEIGHT 110 5/16" D.L OPG. O 42 1/8" II H =-�L-==1t-= - 1t- rt1 - i 2 1/811 H/ /, a O %i .,/ // 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION a aQU /� 4 a y.L OP9j -_y____,,LLT -T------- Ij 11 I /, I I,ai: -_1L -_1, -- 11 11 II I 11 11 j; 7I D.L. OPG. /' a I i 3" TYP. SILL TYPE 82 ANCHORS 2, 3 OR 4 PAIRS Al SIILE ENDS INTO CONC. AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY O (1) WEEP CLUSTER 8" 8„ (2) WLTP CLUSTER 8 8" (2) 14E0P CWSIER •-•--f•i I • • (2)• i • • • • • µ���o 8" • • • • • US • • III I 48 1/8" PANEL WIDTH 48 1/6" PANEL WIDTH • POCKET JAMB (SEE SHEET 6, 8, 11 & 12 & DETAIL M ON SHEET 23) 3 TRACK SILL ANCHORS • • • • (2) REEP SLUSIER • 8" 8" (2) WEEP CWSIER TYPICAL_ELEVATION TESTED UNIT • • • • • • • • • • • • • • • • • • • • • • • •D,I. OPE[... • • • • • •D.LO•HEIGIO = DOOR FRAME HOIGHT • 9.11/16" • • •DMiniLO. OTH ! NOAR •'AVE1 mom,- o" . • •PANEL Haft- = DOGE FRAME IR]GHT -S 3/16" (1) WEEP CW51ER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami- • . e Product Control Zz � Q 0 POCKET JAMB ANCHORS \\�001111111/� , p p . F1?%P� ).1".'� cENaF• �O 70592 rC STATE OF F<ORIDM1.- �� �Al 1E N V 0 0 8 5 8 8 8 a 8 2- -o c drawing no. W10-31 sheet 2 of 2_8j • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 2 TRACK JAMB ANCHORS 6"r 3' TYP. 14" 190 9/16" MAX. ANCHORS IN PAIRS AT HEAD/SILL/JAMBS FALSE MUNTIN OPTIONAL DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL A7 SDLE ENDS SEE SHEET 15 AT 3' 0.C. SEE CHART ON SHEET 15 FOR CAPACITY / 2 TRACK 3,— HEAD ANCHORS 6' MAX. HEAD/SILL CORNERS , I _1)I -7, - REINFORCING AT INTERLOCKS SEE SHEET 13 FOR CAPACITY DOOR FRAME HEIGHT 118 13/16" PANEL HEIGHT 110 5/16" D.L. OPG. 6) J 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION ,/• Y' p o Z U D1 1 42 1/8" 11 �./ _ �I = Ii it y Ili -11-'--17 - Il lI II I II /• II II II II I II II �}---- CD M 42 1/8" D.L OPG. 7' 4 D.L OPG. /' 1 a. b tilt • �III� SILL TYPE 82 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY 48 1/8" 48 1/6" PANEL WIDTH PANEL WIDTH 14' MAX. 3' TYP. a" (1) ICEP CU SFA 9' 8' (6)sa aU W •• ••• • • � POCKET JAMB ANCHORS - 2 TRACK SILL ANCHORS • • • • •• • • • • r • •ra • • • , • • T • 8' 8" • Si •e. • •• •• •• ra • (2) m 2 sm • • • t#P curd• • • Arz Own* • (TESTED UNIT) TYPICAL ELEVATSON ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • REFER TO PAGES 14, 15, 17 & 18 f WE!P• SIZE • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D.L. OPENING D.L.0 HEIGHT = DOOR FRAME HEIGHT - 9 11/1G" D.L.O. WIDTH NCM. PANEL WIDTH - 6" PANEL HEIGHT = 000R FRAME HEIGHT -1 3/16" PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date09/22/2020 By Miam'-e Product Control illy A%1Ay 'ceNSE'•. 0 SENTINEL 150 ALUM SUDING GLASS DOOR FAX. (305) 593-6592 i 10�' i drawing no. S.. oRo?.�•G?: es..; \ W10-31 [sheet 3 of 28 3" TIP. >1 5 FALSE MUNTIN OPTIONAL z 0 0 0 POCKET JAMB ANCHORS 4" MAX. 48 1/8" NOV. PANEL WIDTH 149 5/18" DOOR FRAME WIDTH ANCHORS IN PAIRS — AT HEAD/SILL/JAMBS EXTERIOR 148 9/18" DOOR FRAME WIDTH HEAD ANCHORS 2, 3 DR 4 PAIRS AT STILE ENDS [AT 3"O.C. SEE CHART ON SHEET 15 FOR CAPACITY IT---4' I� DOOR FRAME HEIGHT CD I M II H t IL2 1/8 0�- .L OP(II II II III n x // I w // __-4- -r-- :'',2-. a j. II II I I II II w 11- --YI a. Z V O EXTERIOR 14" MAX. HEAD/SILL SEE SHEET 15 REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 P FOR CAPACITY v 2 POINT DOUBLE LOC 5 / SEE SHEET 2 FOR 42 1/8" DESCRIPTION D.L OPG. o<3 / '','S. go_, V - r 97 3/4" DOOR FRAME WIDTH HEAD ANCHORS 2 0R 4 PAIRS AT CORNER STILE ENDS 5" MAX SEE CHART ON SHEET 15 HEAD FOR CAPACITY SILL CORNERS �ff1 I I 1111 ! I 3 TRACK HEAD ANCHORS ii 2 POINT DOUBLE LOCKS SEE SHEET 24 FOR DESCRIPTION 42 1/8" D.L OPG. SILL TYPE B2 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 15 FOR CAPACITY SILL TYPE B2 ANCHORS 2, 3 0R 4 PAIRS AT STILE ENDS AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY i 48 1/8* I i I I 11 48 1/8" PANEL WIDTH PANEL WIDTH 48 1/8" ( ) I i t I 48 1/8" 14 MAX. 3" TYP. EXTERIOR (TESTED UNIT) TYPICAL ELEYATICIE• •• •• •• •• •• ••• 4 • • • • • • •• ••• •• • • • •• • • • ••• C ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • EXTERIOR PANEL WIDTH PANEL WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Mi - mi-D • e Product Control Y f L t1 3 TRACK JAMB ANCHORS 3 TRACK SILL ANCHORS N STATE OF :•�\ z m h a a oDONry" µµI o C u o G l'n cg 220 V O>m Q 6 p o o4bEE: ctP23 1 3e< ;-; Q W In f S COMP-ANL\W10-31CG1 _0 0 8 a ry drawing no W10-31 (sheet 4 of 28 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • 60 60 (bell 11 • • 04141 • • DOOR FRAME W. eC XXX (SHOWN) OXX XXO XXX (REVERSE) DOOR FRAME WIDTH 8 °MIL XXXXXX (SHOWN) oxxxxo DOOR FRAME WIDTH XXX (SHOWN) OXX XXO XXX (REVERSE) DOOR FRAME WIDTH 8 °MIL XXXXXX (SHOWN) oxxxxo DOOR FRAME WIDTH © 0 III XXXXXX (SHOWN) DOOR FRAME WIDTH of © J O o- XXXXXO (SHOWN) OXXXXO FRAME WIDTH ANEL WIDTH NON-REINF. INTERLOCKS / SEE CHART ON SHEET 13 EXTERIOR F1 FRAME WIDTH THIS APPROVAL QUAUFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135i CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 9 Mia i-0a NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR PANEL WIDTH 90- CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'F' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH O O NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 e. Ell MI • 1lir APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS EXTERIOR • • Vb• • •••\J • 90' COINER DEAL 'b OS SHEET a • • • 1.11MSOORNE• SE•All 'P•QI SHER 22 • • • • OPTIONAL IN LIEU OF J1 NON -REINF. INTERLOCKS SEE CHART ON SHEET 13 NOTE: 1. CONFIGURATIONS•SATON•Fgli ILLUSTIATtiN prosEs ctl y! • • • 2. FOR APPLICASLE•NOR REINFORCED Q2 REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DEiATLSEES /EEIE!S 15 T&RU t• • : • 4. DOOR SHALL MEE.T•EGRESf REQUIREM31TS AS•APPLICABILE•PER FCC. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • roduet Control 1\11111117 J/// / 'TE OF nAtORl0H . j S • PI'•� ntll'L` i U 8 SERIES SENTINEL 150 ALUM %DIN fAR. (305) 593-6592 0 u D 8 6 Z 8 a 0 6 n drawing no. W10-31 .sheet 5 of 28 0 UO °i O 0 PXXX(SHOWN) XXXP DOOR FRAME WIDTH 1 Ci © o- I £ Y 0 0 0 0 PXXXXXXP (SHOWN) DOOR FRAME WIDTH 1111 PXXXXXX(SHOWN) XXXXXXP DOOR FRAME WIDTH O �'O D PXXXXXX(SHOWN) XXXXXXP DOOR FRAME WIDTH O �'O D © � 0 PXXXXXO(SHOWN) oxxxxxP DOOR FRAME WIDTH PANEL WIDTH NON-RONF. INTERLOCKS SEE CHART ON SHEET 13 —__.a ire .i RN III III lam— �iR� E Y a E W Y a DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO t60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami- a roduct Control ON-REINF. INTERLOCKS ME SEE T ON SHEET 13 I� := [rr n Sul EXTERIOR O EXTERIOR _POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA APPROVFD CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-R ENNF. INTERLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 ® HO PANEL WIDTH • • I •• • • • 1 H O EXTERIOR • • • • • • • • • • • 9•' CORNER DE#+IL 03' Olt SHEET 11_2 • • • • • 135•SJRNER•OETAIL•P' •N `.•IRT 22 OPTIONAL IN LEU OF J NOTE: 1. CONFIGURATIONS SHOWN• FOR •LIKICTRAT10N EPURPSSC, ONLY. • • • • 2. FOR APPLICABLE NONIREIIFORGjLD OR RE lFQj2CED.DESIGN PRGSSURjS SEE SHEET 13. 3. FOR ANCHOR DETAILS SSE SHEL•TS 19 TH•RI.1 23. • • • • • • • •• • •• •• • • 4. DOOR SHALL MEET EGRGSS REOICIREMENTS •S APPLCABLE PER•FBC. • Y 0 J y"u U 01 U I ) U g E. N L N 42. 0 La -es cc tl- co 0 c O x N o Lo 3N� p n C Ze 3 0 ogC N oa 0 .- > 0� 5 REV. PER RER CAMNEN75 0 b ai drawing no. W10-31 sheet 6 of 28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ,„„ 0 O 0 O DOOR FRAME W. XO SHOWN) ox DOOR FRAME W. XX DOOR FRAME WIDTH r� OXO (SHOWN) OXO (REVERSE) DOOR FRAME WIDTH OXXO XXXX(SIMI1AR) WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 OXO (SHOWN) OXO (REVERSE) DOOR FRAME WIDTH OXXO XXXX(SIMI1AR) WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 I ilitam .1...u.- _1! 9 �_■ -�_ K MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR O #8 X 3/4° SMS AT 24° 0.C. MAX. FRAME WIDTH 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' CN SHEET 22 OPTIONAL IN LIEU OF J1 APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS TWO (2) TRACKS EXTERIO MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF REINF. NTERLOCKS r SEE CHART ON SHEET 13 EXTERIOR •,31 • •I • • • ® • • 90' CORNER D•A&L '0' "RICHER 221, 135' CORNER DETAL 'P' O•SHRIT 20 OPTIONAL IN •IRV OF S • • • • • • • • • • • • • • • • • • • • NOTE: 1. CONFIGURATIONS SHOWN fi7R•ILLUSTRASON F JSF SES OILY! • 2. FOR APPLICABLE NOI: REINFORCED 0: R=INFOIIcED DESIGN: PRE:SU:ES SEE SHEET 13. 3. FOR ANCHOR DEARS SEE t HEEt 1i �11RU 2•�.• • • • 4. DOOR SHALL MEET•EGRESS•REQUIREMEUTS AS 0\PPUCABLE•PER F. PRODUCT REVISED as complying with the Florida Building Code Non -No. 17.1011.18 Expiration Date 09/22/2020 By Miami -De Product Control J 8 SERIES SENTINEL 150 ALU FAX. (305) 593-6592 O 5 5 5 2 O I drawing no. W10-31 sheet 7 of 28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • _POCKET CAVITY NOT 0Y CGI NOT PART OF THIS NOA DOOR FRAME WIDTH 00 0. L 01 EXTERIOR PX SHOWN) XP PXXP DOOR FRAME WIDTH DOOR FRAME HT. o IL ip O 0 PXXXXP 0006 FRAME WIDTH t Oa 0 .4 o- II c- 4 Kt PXXXX (SHOWN) PXXXO XXXXP OXXXP r 0 0 r O 0 0 PXX (SHOWN) XXP DOOR FRAME WIDTH EXTERIOR JI SO' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 J DOOR FRAME WIDTH L DOOR FRAME WIDTH NON -R EIN F. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR 0 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2- FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. NON -R EI N F. INTERLOCKS SEE CHART ON SHEET 13 mug _ _m 4111111 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL P. ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WID NON-REINF. SEE NTERLOCKS CHART ON SHEET 13 MI IPam= — -J� • • • •," - I • • •- • Mk • ■ 0 0 EXTERIOR • • • • • 9O CORNER DETAIL '0' ON SHEET 22 135' CORNER DEOJL 'P' ON SHEET 22 OPTIONAL. IN LIEU OF J1 • • •'rl• • • Kt • • • • • • • • • • • APPROVED CONFIGURATIONS • • • • • • • • • POCKETED DOORS (NON -REINFORCED SHOWN) • • • • • • • • • SEE SHEET 13 FOR Op AND REINFORCING 06TIOI6 • • • • • • • • • • • • TWO (2) TRACKS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 8 J POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By MiamiDa Product Control SERIES SENTINEL 150 ALUM SLUNG GLASS DOOR.(LM.I.) 0 0 6 0 2 8 2 2 6 5 2 8 0 v c drawing no. W10-31 sheet 8 of 28 DOOR FRAME WIDTH 0 0 lil X>O<(SHOWN) OXXX XXXO XXXX (REVERSE) DOOR FRAME WIDTH 0 H 0 Ji O 0 0 Q_ XXXXXXXX (SHOWN OXXXXXXO FRAME WIDTH NOM. PANEL WIDTH NON -REIN F. INTERLOCKS SEE CHART ON 5HEET 13 .. P lie i APPROVED CONFIGURATIONS NON-POCKFTFO DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS 0 EXTERIOR CH) FRAME WIDTH EXTERIOR HO d1 90' CORNER DETAIL `0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF 11 0 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES UMIT MAX. DESIGN LOADS TO ±60.0 PSF NON-R EI N F. INTERLOCKS -SEE CHART ON EET 13 NOM. PANEL WIDTHO NOTE: 1. CONFIGURATIONS SAWN R71- ••t•ILLUSTRAIA• N PE �PESES ol.S•. • •• • • 2. FOR APPLICABLE jIOTVREINjORCED 0a RRINFOFICED DESIGN•PREaCUPES SEE SHEET 13. 3. FOR ANCHOR DETTIt•SEE:VETS 1 `� 11-OU • 2:. • • • • • 4. DOOR SHALL MEET 4ECRESS0REOUIREMEITTS AS APPLICABLE T'ER FBe. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By l8liaml-Da Product Control COMP-ANL\W10-31 S `0- U 1 5 0 5 NO CHANGE THIS SHEET FM. (305) 593-6592 2- 0 ry �, u1 ( drawing no. I W10-31 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .041 • • • • • • • • • 000 • • • 0440 • • sheet 9 of 28 DOOR FRAME WIDTH J O O O O yw 84 y XXXXXXXX (SHOWS) OXXXXXXO DOOR. FRAME WIDTH 000R FRAME HT. O O ® O O s H -0 o— XXXXXXXO (SHOWN) OXXXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date09/22/2020 By Miami—O Product Control FRAME WIDTH S G2 APPROVED CONR(;URATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND RDNFORCING OPTIONS FOUR (4) TRACKS NO PANEL WIDTH NOM. PANEL WIDTH NON-R E1 N F. INTERLOCKS SEE CHART DN SHEET 13 EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL W LIEU OF J 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL W LIEU OF J •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• • • HO G2 O EXTER OR ® 0 LJ NOTE: 1. CONFIGURATIONS SHOWPL FOR•I11LQSTRA110N•PURRDiES ONLY.* • • • 2. FOR APPLICABLE NOP; RE3'IFOR:ED OR INF=1RCEE: DESIGN PF SSUFtS:EE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHL>ETS IS THRS 23. • • • • • • • •• • • •• •• • • 4. DOOR SHALL MEET EGFWSS REQUIREMENTS OS APPLCABLE PERM FBC. • FAX. (305) 593-6592 FES V. c drawing no. W10-31 sheet 10 of 28 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • 0 0 DOOR FRAME WIDTH 1 11 PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH r S L. NOM DOOR FRAME WIDTH PANEL WIDTH NON-R EIN F. INTERLOCKS SEE CHART ON SFIEET 13 s 1 L Of ©1 0 "HF PXXXXXXXXP (SHOWN) APPROVED CONFICOJRATIONS POCKFTFD DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4L.TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. J F Y a EXTERIOR IHJ FRAME WIDTH NOM. PANEL WIDTH NON-RFJNF INTFRI OCKS SEE CHART ON SHEET 13 L"J THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• NOTE: 1. CONFIGURATIONS iHowri, ILLUSTR4TION6451POSES Q 3 • 2. FOR APPLICAEL♦ N:I RED FORCED �JR �FEINFQRCED CE02 PR:54ES SEE SHEET 13. 3. FOR ANCHOR DEVILS SEE• SHEGTS 1411 THRU 4E3•.� • • • • •• 4. DOOR SHALL ME%tGRE •REQUIR!M J!TS A� APPLICABLE PER FI PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date09/22/2020 By Mlan,E roduct Control 21 a° SUDMG MS DOOR (LM.L) 2 d FAX. (305) 593-6592 0 (0 u 6 6 0 5 6 j 5 6 i 6 o-x cl ,11 drawing no. W10-31 sheet 11 of 28 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH 0 1 UCI a45 >_L 0- © © J 0 R 1 PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP DOOR FRAME WIDTH U a POCKET CAVITY NOT BY CGIj NOT PART OF THIS NOA 0 b 0 Q H 0 L II i :OH gggg t 0 b i L3 PXXXXXXXO (SHOWN) APPROVFD CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. Y n_ • NOM. PANEL WIDTH FRAME WIDRi NON-REI N F. INTERLOCKS SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT VAX- DESIGN LOADS TO 160.0 PSF 0 EXTERIOR e 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NON-RO NF. INTERLOCKS SEE CHART ON SHEET 13 l^J EXTERIOR LJ 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J •• • • • • • • • • •• • • • • • • •• • • • •• • • • •• • • NOTE 1. CgI1FIlUi1 S SHOWN �OR•I:LSSTRATION�T�JRPONE• � ONLY. 2, F@R ♦PPLIGIABLE NON. REINFOROED OR REISFORC1D RESIGN PRESSURES SEE SHEET 13. 3. Fie jNCHc2•DE2AILS Si SH[ S 1! THF:J•23.: •• 4. DOAR SHALS MEET EGRESS REtUIREMENTS•AS APPLICABLE PER FBC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date09/22/2020 By Miami a Product Control a 9 885 W 5 IC! 0 2 9.i 2 drawing no. W10-31 (lheet 12 of 28) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • DESIGN LOAD CAPACITY - PSF (GLASS) CLASS TYPES CUSS TYPES .A, .�. ,6, 1 'HI, NON. DOOR NUMBER OF INTERLOCKS INTERLOCKS PANEL Wt/M FRAME EIGHT PANELS W/0 REINY. WITH REINF. mews LNOIES ALLOWED BEL(+) NI.(-) EM.(+) INT.(-) 24-1/8 10 80.0 80.0 80.0 80.0 30-1 /8 I0 80.0 _ 80.0 80.0 80.0 36_1/8 (" J ~ 10 6. 60.0 80.01) 60.0 80.0 42-1/8 80J 10 60.0 60.0 80.0 80.0 48-1/8 10 60.0 80.0 80.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 80.0 80.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 36-1/8 10 60.0 60.0 80.0 80.0 42-1/8 84 10 60.0 80.0 80.0 80.0 48-I/O 10 60.0 80.0 80.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 30-1/13 10 60.0 60.0 80.0 80.0 36-1/8 90 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 9 60.0 60.0 80.0 80.0 24-1/8 10 60.0 60.0 80.0 80.0 32_1/8 10 60.0 60.0 80.0 80.0 36-1/8 96 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 60.0 80.0 48-1/5 9 60.0 80.0 80.0 80.0 GId0S TYPES INTERLOCKS WITH REINF. EOT.(+) I INT(-) 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 36-1/8 10 - - 60.0 60.0 42-1/8 102 ID - - 60.0 60.0 48-I/O 10 - - 60.0 60.0 54-1/8 9 - - 54.4 54.4 24-1/8 10 - - 60.0 80.0 30-1/8 10 - - 60.0 60.0 36-1/8 10 - - 60.0 60.0 42-1/8 108 10 - - 60.0 60.0 48-1/8 10 - - 80.0 60.0 53-1/8 9 - - 54.4 54.4 24-1/8 10 - - 60,0 60.0 30-1/8 10 - - 60.0 80.0 36-1/8 114 10 - - 60.0 80.0 42-1/8 10 - - 60.0 60.0 48-1/8 9 - - 60.0 60.0 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 36-1/8 120 10 - - 60.0 60.0 42-1/8 10 - - 60.0 60.0 48-1/13 9 - - 60.0 60.0 INTERLOCKS W/0 REM, INTERLACES WITH REINF. GLASS CAPACITY CHARTS NOM. PANEL WIDTH NOM. PANEL WIDTH �I APPLICAELE FBC EGRESS REQUIREMENTS TO BE RENEWED BY AHJ. • • •• • • • • • • • • • • • •• • • • • • • • • • • • • SILL RISER ITEMS E8 OR IMS ARE•F2EQU(REU FO}t LOA►5 • • • ABOVE +60.0 PSF ONLY.• • ••• • • • • • • • • • • • •i •• • • • • • • • • 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. 17-1011.18 Expiration Date 09/22/2020 ey Miami -Dad roduct Control .0 A1E OF • 4 ONA\ 111,\• U a E i 8 rc 13 0 drawing no. W10-31 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • of, •• ••• • • • ••• • • sheet 13 of 28 EXTERIOR M 3/16" ANN. GLASS .075" Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Intedayer Saflax Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuroray America, Inc.' OR .090" Intedayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 e.i l ll� SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36 woo pp, EPDM � DUROMETER 85±5 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Intedayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Intedayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Intedayer SentryGlas 1 BR Kuroray America, Inc.' .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 z N DOW CORNING 995 m ‘,1 iliohi lir OP ai'� GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36" EPDM DUROMETER 85±5 3/8" AIR SPACE EI 3/16' TEMP. GLASS 1 rI rn EXTERIOR 3/8' AIR SPACE 3/16" TEMP. GLASS GLAZING OPTIONS 8 O W 3/16" ANN. GLASS .075' Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Intedayer SentryGlae By Kuraray America, Inc: OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN`D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL EY 'CARDINAL' OR DURASEAL BY 'DUANE(' OR SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85±5 GLASS TYPE 'AI' 1" OVERALL INSUL LAM. GLASS a DOW CORNING 995 3/16' HEAT STREN'D GLASS .075' Intedayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Intedayer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D GLASS \ SILICONE GE SCS 1200 DOW CORNING 899 Ma XL EDGESPACER ca �I ST. BY 'CARDINAL' - JRP•EAL•BY •QUNIEX' •• •R • • • • • • PUP9l SAP EO BY '4JANEX' • • • • • • • ZEtTTNG !LOCKS • • • AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85±5 • • • • • • • • • • • • GLASS T+'PE 'E1• • • • • • 1' OVrij2A11 INSSL LAI` 01.44• � • • • •• • • •• •• • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NDA-No. 17-1011.18 Expiration Date 09/22/2020 By , .. Miamir-Dad roduct Control COMP —ANL\W10-31CGI] FAX. (305) 593-6592 8 0 date: 05-20-10 drawing no. W10-31 (sheet 14 of 28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • • 3 KSI CONCRETE EOGE p15i TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE. CHART" FOR.' QUANTITES,. ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2BY WOOD BUCKS SEE NOTE SI1EET 1 Z N DESIGN LOAD CAPACITY - PSF (ANCHORS) HEAD ANCHORS SILL ANCHORS (TYPE A. B & C) TYPE 132 CLUSTER AT CLUSTER AT 511LEANTERLOCK ENDS SHE/NIE%DC6 E*0S 4 8 8 4 6 8 PANEL WIDTH FRAM68CIIT EXT.(+) EXT.(+) EXT.(+) OCT.(+) EXT.(+) DR.(*) .No -its No. IN11(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) 24-I/8 H0.0 - - 80.0 - - 30-1/e36-1/13 80.0 80.0 - - 78.2 80.0 - 42-1/8 82 72.4 80.0 - 68.7 80.0 - 48-1/8 66.8 80.0 - 83.4 80.0 - 54-1/6 62.8 80.0 - 595 80.0 80.0 24-1/8 80.0 - - 80.0 - - 30-i/e 80.0 - - 80.0 - - 36-1/8 75.5 80.0 - 71.6 60.0 - 42-1/8 84 87.8 80.0 - 64.3 80.0 - 48-1/B 82.3 80.0 - 59.1 80.0 80.0 54-1/8 56.4 80.0 80.0 55.3 80.0 80.0 24-1/8 80.0 - - 80,0 - - 30-1/8 79.7 80.0 - 75.6 80.0 - 36-1/8 90 69.2 80.0 - 65.6 80.0 - 42-1/8 61.9 80.0 - 58.7 80.0 80.0 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 24-1/8 80.0 - - 80.0 - - 30-1/0 73.8 80.0 - 69.9 80.0 - 36-1/8 96 63.9 80.0 - 60.6 80.0 - 42-1/8 57.0 B0.0 80.0 54.0 60.0 50.0 48-1/8 51.9 77.9 50.0 49.3 73,9 60.0 24-1/8 60.0 - - 60.0 - - 30-1/B 60.0 - - 60.0 - - 36-1/8 59.3 60.0 60.0 56.2 60.0 60.0 42-1/8 104 52.7 80.0 600 50.0 60.0 60.0 48-1/8 47.9 80.0 60.0 45.5 60.0 60.0 54-1/8 44.3 60.0 60.0 42.0 60.0 60.0 24-1/5 60.0 - - 60D - - 30-1/8 60.0 - - 60A - - 38-1/8 108 55.3 60.0 60.0 525 80.0 60.0 42-1/8 49.1 60.0 60.0 46.6 60.0 60.0 48-1/8 44.5 60.0 60.0 422 50.0 80.0 24-1/8 60.0 - - 60.0 - - 30-1/8 6C0 - - 57.2 60.0 60.0 36-1/8 114 51.9 60.0 60.0 49.2 60.0 60.0 42-1/8 45.9 60.0 60.0 43.6 60.0 60.0 48-1/8 41.5 60.0 80.0 39.4 59.1 60.0 24-1/6- 30-1/8 56.9 60.0 60.0 54.0 60.0 60.0 36-1/8 120 48.8 60.0 60.0 48.3 80.0 60.0 42-1/8 43.1 80.0 60.0 40.9 60.0 60.0 48-1/8 38.9 58.4 80.0 36.9 55.4 60.0 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & NTERLOCK ENDS 3 KSI SEE CHART CONCRETE FOR QUANTITIES a COG GIST. I ' '3 5/r ... IYi v TFT!ri Nt ANCHOR TYPE A THRU iBY W000 BUCKS INTO 3 KSI,CONCRETE 18Y WOOD. BUCKS SEE NOTE SHEET 1 TYPICAL ANCHORS' SEE ELEV. FOR SPACING AT HEAD- '--'-•- I TYPE 'A'- 1/4" X 3-1/4" UI TRACON BY 'ELCO' (Fu-177 KSI, Fy=155 Ksl) THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THOU 21BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'EICO' (F0-177 KSI, Fy=155 K51) DIRECTLY INTO CONCRETE 2' MIN. EMBED 1/4" DIA. SET F DRR 1 (NG SCREWS (GKAUE 5 cos) INTO MWAI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL 1/8' THK. MIN. (Fy - 36 KSI MIN.) - L- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED) -AT SILL - - - ' - FfYPE '02'- 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 Ks° DIRECTLY INTO CONCRETE • - 1-3/4" M.IN. EMBED INTO CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTTIES MEI"4 EOGE' 1315L: ' .°3 5/8" • 3 K51 CONCRETE 5 ANCHOR TYPE B DIRECTLY INTO 3 K51 CONCRETE WOOD BUCKS AND METAL STRUCTURES NOT BY COI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPE 'C'- NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER APPLICABLE VALUES CONTROL 3 IRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. •• ••i• • PRODUCT REVISED • • as complying with the Florida • Building Code NOA-No. 17-1011.18 • • Expiration Date 09/22/2020 By f Miami -Da LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS w/ REINE. UPTO 96 IN. HT. LIMIT EhT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. I I II TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE 3 5/8' ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MUWONS METAL STRUCTURES SEE SPEC BELOW INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD AND SILL AT IAMBS- TYPE 'A'- 1 /4" DIA. ULTRACON BY 'ELCO' (F4=177 K51, Fy-155 K55) INTO 213Y WOOD BUCKS 0R WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 10Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'BI- 1./4" DIA ULTRACON BY 'ELCO' (Fu-177 K51, Fy-155 K51) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 11 TYPE 'C'- 1 /4" DIA. SELF DRILLING SCREWS (GRADE 5 cRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS I I OR .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ) (STEEL I/O" CON THK. MIN. MIN(Fy = 38 KP1 020MIN06 FAINTED) . 8i CONTACT WTTF1 ALUMINUM . SE PLATED . PAINLED) ANCHOR EDGE DISTANCES INTO CONCRETE OR MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. SILL RISERS SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS AND SHEET 13 FOR CAPACITY I I -I ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE • PO ED & HARDENED od t Conlgol • • • il0-METALL /NON•SIIIRNKAGE • HASH 1'RfNG1•1 GROUT • • • Sc • 50000P51 MIN. • • • • NOT•BY C.hl. • • • • MOST i1ANSFOR•SHEAR • • LOPS TO SIfi0L71.1RE • • • • • • • • • • • • •• • • • • • 4 z mx TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE • & INTERLOCK ENDS • • • SEE CHART • • • • FOR QUANTITIES • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE ATE OF OR1D1;. !o1Ai , REV PER RER COMMER1S C' drawing no. W10-31 sheet 15 of 28 0 EDGE DIST SEE SHEET 15 FOR ANCHORS 3 5/6° EDGE DIST.• J EXTERIOR h EDGE 'DIST. SEE SHEET 15 FOR ANCHORS EDGE DIST. (I) 3 5/8' POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c = 5000 P51 MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE EDGE DIST. • ' • 3 5/B' • • • • • • • •• 3 K51 CONC. m. 10-1101111 mrnr EDGE 'DIST.• •• • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •. • THleE (31 ::PRAE K •DOOR DETAILS 3 KSI CONC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami-0 roduct Control WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS SILL RISER REQO. FOR LOADS ABOVE +60 PSF DECORATIVE SILL COVER OPTIONAL SILL RISER E8.1 REQD. FOR LOADS ABOVE +60 PSF I o 51 drawing no. W10-31 (heet 16 of 28 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • TYPICAL ANCHORS PANEL WIDTH AL-FAROOQ CORPORATION I ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX. (303) 282-6978 ( COMP -ANL\W10-31CG1) \SEEELEV. FOR SPACING 1/2" MAX. © O.LO. et O 0 LOAD BEARING SHIMNo o- N151 IR. �r i ®a_ SEE CHARTROND SHEET 13 FOR CAPACITY_ 0 0 0 a M14A 0 I��� - -�I �'. ;int ■� m� I� SERIES SENTINEL 150 ALUM SIDING GEMS DOOR (LM.I.) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 i ■ ■■■_ o ( E27 i�' ,�. ® le cows D.L.C. D.L. OPG. / EXTERIOR NOM. PANEL WIDTH S PANEL WIDTH LOCK STILE INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) 1X6 OR LARGER WOOD BUCKS #10 X 1-1/4" SS PH SMS 1 PER CLIP O PANEL WIDTH 0 O AT 18- FROM PER END M2 1/2•' MAX. AND AT MIDSPAN 1/4" MAX. 1/2" MAX. LOAD BEARING SHIM r D.L.O. LOAD BEARING S 8 X 3/ 4" SS FlI SMS LOAD BEARING METAL SHIM M2 1 PER CUP SHIM STHUG WKE REV. PER RER COMMENTS REV. PER RER COMMENTS 1 g N i Z N � 2 4 TYPICAL AE RS - i'• I) o TYPICAL ANCHORS ' .... _'= TYPICAL ANCHORS E SEE E -II' - �t . r- SEE,FOR ELEV.SPACING L SEE ELEV. FOR SPACI G FOR SPACING 11 FOR SPACING / ab 1 r- -eo©o©11 • .. • • ��1 S FIXED PANEL EXT,. it date: 05-20-70 'i,�cycle: 3/e1• = 1 1 [dr. by: chk. by: / EXTERIOR •• • .•'• • .• DOQ12 FRAME WIDTH DOOR FRAME WIDTH • • DOOR FRAME WIDTH .,•.]P • PRODUCT REVISED • • • • as complying • • • • • • 1 with the Florida y 9 �+' ``\1111111IIii,4,'' N A,\ E.'- 2X6 OR LARGER WOOS BUCK Building Code •-pR NOA-Ne. 17-1O'l1.18 NOA- C592 -'t WOOD STRUCTURE Expiration Date 09/22/2020 - '; �`- _ = - drawing no.l 011 0-31 • ••• • ••• ••• • • • • • • • • • • By �� % p1' STw E OF [p -t • • • • • • • • • MIamF-Da roduct Control -•.-STA l..•' • • • • • • •• • TH�2EE (31 •TRAEI •DOOR DETAILS v •ONA�;1,11e.` sheet 17 of 28) • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • • a DOOR FRAME HEIGHT SEE SHEET 15 FOR ANCHORS 2 gv mx N 0 SEE SHEET 15 FOR ANCHORS EDGE DISF 1 3/4 \/\ 4. 3 KSI CONC./ DOOR FRAME HF.IOHT POURED & HARDENED HIGH STRENGTH GROUT NON -SHRANK, NON -MET 7 T•c = 5000 PSI MIN. NOT BY CS! WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE SEE SHEET 15 FOR ANCHORS LIC EXTERIOR w h • it • EDGE 17•6T. • • • • • • SEt SHEET 15 ROR ANCHORS Miami- p Product Control • • • •r!•�•�•" • • • • • ••• • • • • . Title* (2) TRRCIt DOOR-DDTAILSZ a •i SILL RECO ABOV • ISER FOR LOADS -160 PSF • •• • • • • ••• • • .4• • • • •. • • •• 3 KSI CONC. ••• ••• • • • • • WEEP SIZE 1/4" X 1/8' REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPT10NAL SILL RISER OPTIONAL FOR LOADS • • OVE +60 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • By a d a 5 8 8 e 0 8 B a drawing no. W10-31 sheet 18 of 28 • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIM #10 X 1-1/4" SS PH SMS 1 PER CLIP 58 X 3/4" SS FH SMS 1 PER CLIP 0 UO i�— �I _i�'t�1■``—yL 0 /1BY W000 BUCKS SEE NOTE SHEET 1 1/2" MAX. LOAD BEARING SHIM TYPICAL ANC SEE FOR SPAC 2BY WOOD BUCK LOB WOCO STRUCTURE SEE NOTE SHEET 1 PANEL WIDTH DOOR FRAME WIDTH Da 1 /2" MAX. LOAD BEARING SHIM EXTERIOR • • ••' • • • •OOR FRAME SIDTI` • l • • • •• • PANEL WIDTH DOOR FRAME WIDTH EXTERIOR L1 6 Z 0 UO? TYPICAL ANCHORS SEE ELEV. 'FOR SPACING •• • • •• ••• •• • • • •• ASTRAGAI #10 X 1-1/4" SS PH SMS_ 1 PER CUP #B X 3/4" SS FH SMS 1 PER CUP EXT. PANEL WIDTH 1/4" MAX LOAD BEARING SHIM METAL STRUCTURE DOOR FRAME WIDTH FIXED PANEL • ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • TV ( 2 1 'II.2NCif •DOOR DETAILS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami-D a Product Control TYPICAL ANCHORS SEE ELEV. FOR SPACING n 011111111o, TATE OF • rrl illlUU COMP -ANL\W10-31CGI n U 8 5 8 3 8 s 8 GE THIS SHEET L r` ^ i 0 drawing no. W10-31 [eet 19 of 28 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. SEE SHEET 15 FOR ANCHORS 3 5/8" EDGE DISC. r U a N 0 0 0 511 1 II !I Lit EDGE DIST. 3 5/8" JUL EDGE DIST. • 3 5/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. .dA W POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC fc a 5000 PSI MIN. NOT 8Y CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE 1 EDGE DIST ti • 3 5/8' -SEE SHEET 15 FOR ANCHORS OD � S • CD 0 • • • • It I! II II E8 a • •• • �^▪ 1 •, ••. If • • • • EDGE DIST. 3 K51 CONC. , I 3 K5 CONC. • 3 5/13 EDGE DIST. �° 3 5/0 • • • • .4 •.• • •• • e� • • • • • • • • • • • • • • • • • • • . • • • • it • • • • • • • • • • • ••• TOTR (4) TRACK DOOR DETAILS • PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-1011.18 Expiration Date 09/22/2020 By Mlaml roduct Codtrol WEEP SIZE 1/4" X 1/8" OPTIONAL SLANT STTI ADAPTORS DECORATIVE SILL COVER OPTIONAL SILL RISER READ. FOR LOADS ABOVE +60 PSF SILL RISER �' READ. FOR LOADS "�1T ABOVE +60 PSF A—� ro [SERIES SEN➢NEL 150 ALUM SLIDING G FAX. (305) 593-6592 8 oFi `ua 6 5 5 n 0 C J lo. n S drawing no. W10-31 sheet 20 of 28 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2' MAX. LOAD BEARING SHIM .. Ug. U PANEL WIDTH D.LO. E27 EXTERIOR DOOR FRAME WIDTH 1X8 OR LARGER W000 BUCKS 1/2" MAX. LOAD BEARING SHIM TYPICAL ANC, SEE FOR SPACI L2X8 OR LARGER WOOD BUCK OR WOOD STRUCTURE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami- ad roduct Control L2 1/2' MAX. LOAD BEARING SHIM II 11 U p 0 o s TYPICAL ANCHORS c_c. ELEV. / FOR SPACING 1/4" MAX. LOAD BEARING SHIM 1 it METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR #10 X 1-1/4' SS PH SMS PER CUP—\ 3 PER PANEL AT 18" FROM EACH ENO AND AT MIDSPAN #8 X 3/4" SS FH 5MS 1 PER CUP • •• •••1 •*; •�• • • • • 1' ' • �1 EXTERI!IR • • • • • • • `^���•"'�� —\`,, xIII II • • - • • • • • • • J . -^..a? �� ENSF• • •OOOR•FRAME WIDTH• • • • • • DOOR FRAME WIDTH IT '\ • ••• • ••• ••• • rJ :�`, <N7 • • • • • • • • • • "' �Q••. ATE OF fy\ • • • • • • • • • • , OR1O?•.•' a.: ••• •• • ••• F�04J$ (4) :1lA(11: 1OOR DETAILS , ®PJAL'��G\ 0 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 ce Lei Ce in drawing no. W10-31 [sheet 21 of 28) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O90' CORNER #10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM ENDS & 12" 0.C, EXTERIOR D.L OPC. PANEL WIDTH DOOR FRAME WIDTH 10-16 X 1/2" HH SELF DRIWNG SCREWS AT 6" FROM ENDS & 12" O.C. #10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6• FROM ENDS & 12" 0.C. EXTERIOR PANEL WIDTH DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY •• • • • • • • • • •• • • •• • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • - • • • • • • • • • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 135' CORNER DOOR FRAME WIDTH #10-16 X 1/2" [NH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1011.18 Expiration Date 09/22/2020 By ! , Miami -Da • Product Control U C L O t o N C O N a to N^ 3NK) a 3• cz� o n U .— a 0 co I •' SATO OF••(14.1 ( drowiod no. ORIOt..., W10-31 NAL• sheet 22 of 28 is TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS DOOR FRAME WIDTH EXTERIOR MOUNTED POCKETED JAMB 1-1/8" MIN. EDGE DIST. TYPICAL ANCHORS TYPE A, B OR C AT 6" FROM ENDS AND B' O.C. INTO WOOD/CONC./METAL. 6" 0.C. INTO BLOCK ONLY 1-1/2- MIN. WOOD EMBED 1-1/4" MIN. BLOCK EMBED 1-34/4" MIN. CONC. EMBED 1/6 MIN. METAL THICKNESS CONC. BLOCK WOOD METAL POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ 0 II EXTERIOR NOM. PANEL WIDTH ••• • •• • • • •• • • • • •• ••• • • • • • • • • ••• V • • • • • .• ••• • •E. • • • • • • •• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • ••• • • • • • • • • • • •• • • ••• • O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 BY F� Miami-Dpde Product Control COMP -ANL\W1O-31CG 8�0 drawing no. W10-31 sheet 23 of 28 • CODE PART No. DESCRIPTION MATERIAL ILANUF. REMARKS AL-FAROOQ CORPORA+ION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 35310 C TEL (305) 264-8100 FAX. (305) 262-6978 ` COMP-ANL\W1U-31CGI) El CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - E2 CGI-151 FRAME JAMB 2 TRACK 6063-76 CGI EXTRUDER - F3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EJQRUOER - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP & BOTTOM HOR2 6063-T6 CGI EXTRUDER - E8 CGI-157 SILL RISER 6063-78 CGI EXTRUDER EEL CGI-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CC! EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH m FRAME HT. - 8') 6063-T6 CGI EXTRu8ER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS Ell CGI-182 FRAME SILL 3 TRACK 6063-76 CGI EXTRUDER - TWO POINT LOCK BY 'SULUVAN' OR 'INTERLOCK' LOCATED AT El CCI-161 FRAME JAMB 3 TRACK 6063-T6 Col EXTRUDER - MAIN STILE AT 40" FROM BOTTOM El CGI-185 FRAME HEAD 3 TRACK 6063-76 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0035-117) El CG1-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) El CGI-1 o POCKET HOOK 6063-i6 CGI Ex RUDER ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER E16 CGI-121 7/16" CLASS GLAZING BEAD 6083-T5 CGI EXTRUDER - (PART #SGD-507) (PART #S0D-507N) E17 CCI-123 1' GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - {SERIES SENTINEL 150 ALUM SLIDING CLASS DOOR (L.M.I.)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS: REQD. AT 90' AND 135' CORNER PANELS ONLY El CGI -154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM E20 CGI-155A MAIN STILE (OPEONAI) 6003-T6 CGI EXTRUDER - BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-33i0141) E21 CG1-156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-76 CGI EXTRUDER - SECURED WfTH (2) 10-24 X 1/2" FH SCREWS E22 CCI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED E23 CGI-168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-76 CGI EXTRUDER - CONNECTING BAR (PART #HD-3310142) E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 COI EXTRUDER - ZINC HANDLE SET E25 CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" OH MS E26 CGI-1 87 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - STEEL KEEPER (PART #HD-3310 i 43) E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-75 CGI EXTRUDER - SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS E28 CCI-1028 FRAME HEAD 4 TRACK 6063-76 CGI EXTRUDER - F29 CGI-1029 FRAME SILL 4 TRACK 6063-76 CGI EXTRUDER - E30 CGI-1030 FRAME JAMB 4 TRACK 6063-76 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER ADAPTOR (90) 6063-T6 CGI EXTRUDER - E32 CGI -1058 FFIIAIF CORNER ADAPTOR (135) 6063-1'6 CGI E%I RUDER - E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CUI EXTRUDER - M1 CGI-382V GLAZING BULB VINYL (DUROMLI EN 75-80 SHORE A) PVC - - 1 REV. PER RER COMMENTS I NO CHANCE TIIS SHEET 0 g �i 9 M2 CGI-171C FIXED PANEL CUP (2-1/2- LONG) 6063-T5 - 3 e FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M10 COI-176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLNAN 1 PER INTERLOCK/ASTR. M11 W23201 NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - MI - BOTTOM RAIL STIFFENER, 1' LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLNAN ATTACHED TO SGD-503 "," M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #10X3/4" PH Li OINE' 5 M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 g IOX3/4" PH M16 SGD-503 RECESSED ADAPTOR -__•_ ZINC•-_•_.• SULLIVAN• INST. 'N/•• 2 # 10X3/4" EH '• eCIMi M16A PS01-0036-117 RECESSED ADAPTOR • ZINC • • • l 7ERWICK= • WST. eV/ 2 € 1 DX3/4' FH 7 0 ,� 15. _M22 9 �1 t M17 SOD-5500 HANDLE SET • ZINC • SUL•MIN/I/r R(ECK• • • M18 SM2300WH HANDLE SET OPTIONAL • •• •WING •• • R '�1' • ••• • JULy"W• • • • • i1111I111/ 1j1 J7�� M19 5052000 SILPRUF SEALANT • •SILICO•E• • • • GE • • • • • � '�ii . : ENsp "'VVV M20 CGI-177 PANEL TOP & BOTTOM OUST PILE WOOL/PVC SULLIVAN 0R EQUIV. 4 PER PANEL PRODUCT REVISED .„ A. as complying with the Florida M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUN. 1 PER INTERLOCK/ASTRAGAL Building Code 706'2 _ WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUN. NOA-No. 17-1011.18g At. H HD-12-10042 •-f•-•--•-•- .350" REACH POCKET SEAL • • i • • IMESB1IWY • •,$M23 - • • • Explratlon Date 09/22/2020 drawing no. W1O-31 52 - +10 % 1 I LG. PHL PH. SMS. ST/ST. ASSEMBLY SCRIM • • • • - • 2 3 FOR CORNER TE OF �.7-'I3� '�`6/� By lh1°N.:'C 5 - • • r • • • • • • • • • • • • • • • Miami- a Product Control /JSI""p�"♦'.�1\ AA • • • • • • AOliiii11A� (sheet 24-of 28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • E3 FRAME HEAD (2 TRACK 5.921 -.070 � �. .847 LRAJ � d ty FRAME HEAD (3 TRACK) et FRAME SILL (2 TRACK) .753 0 .075 .070 - 5.921 2.800 FRAME SILL (3 TRACK) 4,250 EO TOP/BOTTOM HORIZ -1 1-.675 .995 .050 975 1.184 L- GLAZING BEAD LAM. GLASS 1^-.120 .995 .050 .975 1.184 W- GLAZING BEAD INSUL LAM. GLASS 1.600 1.870 3.510 2.005 OUTER TRACK ASTRAGAL STILE 3.750 2.755 .125 1.610 O INTERIOR TRACK ASTRAGAL STILE 1.490 3.000 .995 F.070 1.415 L- 2.005 Ee MAIN STILE .508] .725 ,065, d .664 .125 0 FIX. PANEL CLIP •• • • • • • • • • • • • • • • • • • • • • •• • • 65 INTERIOR INTERLOCK • E4 • 1 (..TERIcl.R INTERLOCK • • • • •• • • • • • • • • • • 1-.25 • • • 6 1 .125 "-- 1.310 • • • • • • • • • • • • • • • • • • • • • • • INTEI2LOCK REINFORCING. Ed SILL RISER (OPTIONAL) 0 r 1.600 ••• POCKET HOOK 3.750 .155 1,51 -1 1.196 r 1.831 .156 3.000 EXTERIOR INTERLOCK (OPTIONAL) -^7 1.340 r 3.255 4.250 .070 .995 TOP/BOTTOM HORIZ (OPTIONAL) .610 3.750 2.755 125 1.870 3 572 .070 1.255 2.005- INTERIOR TRACK ASTRAGAL (OPTIONAL) 3.510 1.870 2.005 • OUTER TRACK ASTRAGAL (OPTIONAL) SILL COVER(OPTIONAL) 3.000 .070 1.490 1 415 2.E05-'4 MAIN STILE (OPTIONAL) 3.000 095 T 1.770 II Ilia-2.005 1.415 .060 0 INTERIOR INTERLOCK (OPTIONAL) E8'1 SILL RISER OPTIONAL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1011.18 ,011 111 S:' GENSE ';V 2 Expiration Date 09/22/2020, ATE OF •' , By Miami-D o Product Control �'1 fcOmOR•'Cy‘ /08iAL .."/ sheet 25 of 28 U NEL 150 ALUM SLIDING G K3 U 3 0 U i FAX. (305) 593-6592 0 n 0. drewing no. W10-31 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• -. FEMALE CORNER ADAPTCR (90') E32 FEMALE CORNER ADAPTOR (135') E33 MALE CORNER ADAPTOR •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . •. • . . •. . • • • • • • 1.375 4.755 .C65 1,650 t. .080 1.621 1—.625 O FRAME JAMB (2 TRACK) .510 060 .260 3— t- h .640 FRAME HEAD COVER FRAME SILL COVER 1.375 I- 5.951 .545 4 .C901.520 1.620 1.620 625� 0 FRAME JAMB (3 TRACK) FRAME JAMB COVER .725 .125 1.508 .065 .664-.1 1-,- M2 FIXED PANEL CUP PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date09/22/2020 Mi mai--D a Product Control IY drawing no. W1O-31 sheet 26 of 28 • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • •�• • • • sr- 7.750 .925 .8Wil 1.250 7 57 FRAME HEAD (4 TRACK) .753 .080 5 ua 2.600 7.730 FRAME SILL (4 TRACK) 1.375 7.750 .080 .095 1.620 1.620 1.620 -•1 .625 1.620 €30 FRAME JAMB (4 TRACK) FRAME TOP CORNER 4 TRACK SHOWN •• ••• • • • • •• ••• • ••• • ••• • • • • • • • • • • • • •• • • • • • • • • •• • • •• • • • • F3.A LIK) GONER • 4 TRICK SHOWN ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miami-D e Product Control Z �m OZ noQ u N g 4 JN cc 0 Opp og0•m CYRelc' 8 o .8 8 Q V0 6 W y c J25S J COMP-ANL\W10-31CGD J NEL 150 ALUM SUDIN c FAX. (305) 593-6592 2 FAFA 2 0 2 r drawing no. W10-31 (sheet 27 of 28) 411. FRAME TOP CORNER 3 TRACK SHOWN FRAME BOTTOM CORNER 3 TRACK SHOWN •• FRAME TOP CORNER 2 TRACK SHOWN • • •• • • • • • • . .. � •.• •.• •• !I . • .• • • • • • • •�• • FRAME BOTTOM CORNER 2 TRACK SHOWN • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • (S2 PANEL TOP/BOTTOM CORNER METERED BEAD CORNER (TYPICAL) PANEL TOP/BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 By Miaml-Dad 'Product Control E ATE OF °NAL��G, !rrnn � ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W10-31 sheet 28 of 28 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, jncluding .the High Velocity Hurricane Zone. ESCRIP-TION: Series "Sentinel 1301—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 datet1,0€t29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E_,:bearttlg the Itl'ifthi-DadC County Product Control Revision stamp with the Notice of Acceptance number arid' ex iration.datLby 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 Arlie' or logE, city, state, model/series, and following statement: "Miami -Dade County Product Control AR e biel", unles:s o!l erwise noted herein. • • RENEWAL of this NOA shall be considered after a renewal application has been fired•and there kas beet no change in the applicable building code negatively affecting the performance of Vs pfgduct. • • TERMINATION of this NOA will occur after the expiration date or if there has been a revisibr: o: change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY /7 c-NOA No.. 17_0918.0,7 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 Page 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 :vww.miamidade.gov/economv 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 No10-051013) 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) Unifoiun 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 % .es;7400 JVE project . • out window, to qualify DuPont "Butacite" PVB interlayerp.D iasea1 •'A.$.` Super Spacer® insulating glass spacer, prepared by Certified Test Liabmatories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by ROMs% C. Pltelor.E. . 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading Q 1134C TABS 2V -94 • • 2) Large Missile Impact Test per FBC, TAS 241%4• •..•.• 3) Cyclic Wind Pressure Loading per FBC, TI.6•103-94 • along with marked -up drawings and installation diagram of`a series 23%Mtgninutti fixed window, to qualify DuPont "Butacite" PVB interlayekI}lirasealt. and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories,•��St'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) Unifoiun Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) anuel efez P.E. Product Contr?1 Exa a iner NOA Na 7-1 ° 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th 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 Interlayexs:ith PET Core" dated 06/19/14, expiring on 12/11/18. •••• ••••• ••• F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5fh Editi8L.(2014),,,add of rib • financial interest, dated July 18, 2014, issued by Al-Farooq agroojation,.signed an$•:••• • sealed by Javad Ahmad, P.E. .. .. .. . (Submitted under NOA No.14-0731.05) • • 2. Laboratory compliance letter for Test Report No. HTL-0680-Ot03-10,,is jed by•••• Hurricane Test Laboratory, LLC, dated March 30, 2010, sign®dd sealed by. Vinu 5..... Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section • • . . . .. . G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. J Manuel Perez Product Control Ex m r NOA No. 17-0 07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.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 AI-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, Ine..for their "SentryGlas® (Clear and White) Glass Interlayers" date 0V2.5/15, piing on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Q :Lica, Inc. ,for their "Trosifol® Ultraclear, Clear and Color PVB InterIayers" (Iat+aE.1.01/19,417, expiring on 07/08/19. .... 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Cher�n'�icc�lromp��n 04A) for their "Saflex CP — Saflex and Saflex HP Composite Glass,1 t,�xlayers `yith PET Core" dated 09/07/17, expiring on 12/11/18. . • 4. Notice of Acceptance No. 17-0712.05 issued to Eastman ChCmiN Company (MA� for their "Saflex Clear and Color Glass Interlayers" dated.09/07/17,.e/pi'ring oft• 05/21/21. F. STATEMENTS 1. Statement letter of confoiuiance, 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 Ahrnad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to Series "Sentinel 130" Aluminum Fixed Window — expiring on 09/22/20. E-3 CGI Windows & Doors, for their LM.l.,a^ppproved on.--.Q6/25/15 and Manuel Pere P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 FALSE MUNTINS _ (SURFACE OPTIONAL IF —GE & FLANGE ADAPTOR FRAME./ SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. 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 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT 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. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG 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 SHORTER SIDES EQUAL LEG FRAME 3 6' MAX. HEAD/SILL CORNERS WINDOW WIDTH 1 • 49' FLANGE WIDTH D.L. OPG. --_- 11 ----ter WINDOW WIDTH •• • • • •• • T 18" MAX. SHORTER SIDES THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • •• • • • • • • ALLOWABLE LOADS FOR A•LRNATE •SHAPES AS• OWN AAOVE R SItRpTA VERIFIED BY INSCRIBING eICTIRE WjNj0W SHVE WITHIN •SQUARE OR L AS SHOWN IN DOI IEO LINESOBTA6N1NG ALLOWABLE L0 S FROM TS P� . TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 6' MAX. CORNERS DAYI TTF OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" rW. WIDTH i PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09 2020 Dade Product Contr•I WINDOW LENGTH 17" MAX. STRAIGHT SIDES LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT 00511111///AA 70 cri 8 5 F. (305) 583-6592 `o 0 UPOAIGD 10 2010 MC 0 00owLLo drawing no. W10-02 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 1100 • • sheet 1 of 6 6" MAX. HEAD/SILL CORNERS 48' BUCK WIDTH D.L. OPG. :) STRAIGHT MAX. 1A2STRAIGHT SIDES 11 II it -fF-- FALSE MUNRNS (SURFACE APPLIED) OPTIONAL 48" BUCK WIDTH D.L OPC. rr ii /. II �i II JL "� T-___ L--_- -1r LL 16" MAX. STRAIGHT SIDES 6" MAX. HEAD/SILL CORNERS FIN FRAMES 16" MAX. STRAIGHT SIDES TYPICAL ELEVATIONS 96" BUCK WIDTH D.L OPG. 6' MAX. CORNERS ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES •• •••• •• •• •• •• •• ••• • • •• •.• .• • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09/22 020 By Mla 16" MAX. STRAIGHT SIDES N 0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W I AL-FAROOQ CORPORATION a 1 ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) C TEL (305) 284 8100 FAX. (305) 262-6975 J ` COMP-ANL\W10-02CGI) FLANGE DIMS. BUCK DIMS. GUM TYPES 'C'&'C1' GLASS TYPES 'D'&'S1' FLANGE DEMS. BUCK DEMS. GLASS TYPES `C'&'CI' GLASS TYPES 'D'&'D1' WIDTH (w) LENGTH (L) MDTH (8) LENGTH (L) EXT.(+) TNT.(-) EXT.(+) I 1NT.(-) WIDTH (w) LENGTH (L) WIDTH (w) LENGTH (L) EST.(+) TNT.(-) EXT.(+) 1N7.(-) 24• 23' 80,0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 L 36" 35' 80.0 80.0 80.0 80.0 36" 114" 35' 113" 73.0 73.0 80.0 80.0 42" 41' 3548" 60.0 80.0 80.0 80.0 41' 40' 61.4 61.4 80.0 80.0 36. 47' 80.0 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 �„ 54" 53' 80.0 80.0 80.0 80.0 30" 120' 29" 119„ 80.0 80.0 80.0 80.0 // 60' 59" 80.0 80.0 80.0 80.0 36' 35' 72.4 72.4 80.0 80.0 61' 60' 80.0 80.0 80.0 80.0 39' 38" 65.9 65.9 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 .11011E: 30' 29" 80.0 80.0 80.0 80.0 30' 29' 120" B0.0 80.0 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY A5 SHOWN ABOVE. 35" 35" 80.0 80.0 80.0 80.0 36" 121' 35' 72.3 72.3 80.0 80.0 42' 48" 41' 47" 70.2 70.2 80.0 80.0 39" 38" 65.8 65.8 80.0 80.0 48" 47' 61.3 61.3 80.0 80.0 54" 53" 61.3 61.3 80.0 80.0 )6" T)'P. BUCK OIMS )4"I 60" 59' 61.3 61.3 80.0 80.0 61' 60' 61.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY - PSF [SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M_I.)]I CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 24' 23" 80.0 80.0 80.0 80.0 FLANGE ➢IMS. DUCK DIMS. CUSS TYPES 'C'&'CI' GIA85 TYPES 'WADI' r'-„ FLANGE FRAME 30' 29" 80.0 B0.0 80.0 80.0 WIDTH (w) LENGTH (L) WIDTH (W) LENGTH (I.) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 9 .J__, 35" 35" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8' 80,0 80.0 80.0 80.0 42' 41' 59'70.2 70.2 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 FLANGE DIMS 48' 60, 47" 61.3 61.3 80.0 80.0 37' 36' 80.0 80.0 80.0 80.0 BUCK DIMS 54" 53" 54.3 54.3 72.5 72.5 48" 26, 47' 25" 80,0 80.0 80.0 80.0 I 60" 59" 48.8 48.8 65.1 65.1 53-1/8• 52-1/8" 80.0 50.0 80.0 80.0 61" 60' 48.8 45.8 65.1 65.1 61' 60' 80.0 80.0 80.0 80.0 i 24' 23" 80.0 80.0 80.0 80.0 19-1/e" 18-1/8• 80.0 80.0 80.0 60.0 30' 29' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 50.0 EGUAL I FG FRAMF 35' 35" 80.0 80.0 80.0 80.0 37' 38-3/8" 36' 37-3/8" 80.0 80.0 80.0 60.0 42' 41" 70.2 70.2 80.0 80.0 48" 47' 77.1 77.1 80.0 80.0 BUCK DIMS 45" 72. 47" 71• 61.3 81.3 80.0 80.0 53-1/8" 52-1/8' 77.1 77.1 80.0 80.0 54' 53' 54.3 54.3 72.5 72.5 61" 60" 77.1 77.1 80.0 80.0 60" 59' 48.8 48.8 65.1 55.1 19-1/8" 18-1/8" 80.0 80.0 80.0 80,0 61" 60" 48.0 48.0 64.0 64.0 26-1/2• 25-1/2" 80.0 80_0 80.0 80.0 FIN FRAME 24" 23' 80.0 80.0 80.0 80.0 37" 50-5/8" 36• B0.0 80.0 80.0 80.0 - 0 a 5 o WOW. SIZES AWED NO CHANCE THIS SHEET UPDATED TO 2014 RIC ND CHANCE THIS SHEET_ R S 30' 29• 80.0 80.0 80.0 80.0 48' 47' 49-5/8' 61.3 61.3 80.0 80.0 BUCK DIMS 36• 35" 78.2 78.2 80.0 80.0 53-1/8" 52-1/8" 58.0 58.0 77.4 77.4 I 42' --- "1 41" �. 70.0. _.70.0 80.0. 80.0 61" 60' 58.0 58.0 77.4 77.4 1 �4� 47" / 61.3. .61.3 f 80.0 80.0 75-1/4" 74-1/4' 58.0 58.0 77.4 77.4 FLANGE ADAPTOR 54' 53" 54.3 54.3 72.5 72.5 93-3/4" 92-3/4' 59.0 58.0 76.5 76.5 FRAME 56' 55" 52.4 52.4 69.8 69.8 19-1/8" 18-1/6" 80.0 80.0 80.0 80.0 ' 24" 23' 80.0 80.0 80.0 80.0' 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 FLANGE DIMS 30' 29" 80-0 60.0 80.0 60.0 37" 36" 80.0 80.0 80.0 80.0 36" 35' 96" 75.6 75.6 80.0 80.0 48" 63, 47' 6Y, 61.3 61.3 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE 42' 97' 41' 65.2 65.2 80.0 80.0 53-1/8" 52-1/8" 55.3 55.3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ;, v o +• -R _ _ ,. w o q ' - n n o B o L S 48' 47" 60.6 60.6 60.0 80.0 61" 60" 48.0 48.0 64.0 64.0 AND FLORIDA BUILDING COMMISSION 49• 48" 59.6 59.6 80.0 80.0 75-1/4" 74-1/4'• • • • • : 46: : 46 • .1.9: • CI! DECLARATORY STATEMENT DCA05-DEC-219 24" 23' 80.0 80.0 80.0 80.0 19-1/8" 18-1/8"• • 80.0• • 81‘0 • 40.0• •80.0 .. o w LL 30" 29" 60.0 80.0 80.0 80.0 26-1/2" 25-1/2" • • , • • •• 80: •• 89..0 • %Qo. ✓lt)).•0 AA11111111I1Ir7 A}� 7/� o i G $ 14 , y R i ''� .y s; d 36" 102" 35" 101' 74.6 74.6 80.0 80.0 37" 36' • • • •, • 78.9 • • 78. j 400.0• •APE `�����® -D 1 ` 2`✓3 : v...•' OENS •••'V - 65.7 55.7 80.0 80.0 48" 76" 47' 75, 61.3 61.3 80.0 80.0 46" 45" 59.3 59.3 80.0 80.0 53-1/8" 52-1/8" 55.3 55.3 73.7 73.7 PRODUCT REVISED 0 •.70582 24" 23" 80.0 80.0 80.0 80.0 61" 60` 48.0 48.0 64.0 64.0 as complying with the Florida Building Coda t7 = 30' 29' 80.0 80.0 80.0 B0.0 • • • • • • • Ill • • • • • • • • • • • NOA-No. 17-0918.07•'w" 36' 108' 35' 107" 73.8 73.8 50.0 80.0 ANCHOR SPAC NG 1% ES AS PER SHEETS 14 1.1i • • • •+ -LATE OF :. jam Ex Iran n Date 09/2 2020 drawing no. 42" 41' 62.4 62.4 80.0 80.0 • • • • • • • • • / i 44" 43' 59.1 59.1 80.0 80.0 Al (IP. �N • • • • �/ • • • • • 7j sheet of 6 • M�am� adev�roduet bntro( '�/®���1�`\ • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • (J ,>tr� � k7 3/16' ANN. GLASS .075" Interloyer Soflax CP With PET Core By 'Eastman Chemical Co: OR .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 0R .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 0R .090" Interlayer Trosifol PVB By 'kurarcy America, Inc.' 3/16' HEAT STREN'D GLASS GICO00 J r GE 1200 DOW CORNING 899 DOW CORNING 995 W ® AT1R ANTS ON LITESWIDER THAN 36" GLASS TYPE 'C' 7/15"`OVERALL LAM! GLASS (L.M.I. & S.M.I.) 3/16" HEAT STREN'D GLASS .075" Inter -layer Saflex CP With PET Core • 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Class By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'kurarcy 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. CLASS 3/8" AIR SPACE 3/16' HEAT STREN'D GLASS 3/16" ANN. GI ASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlas By 'Kuraray Americo, Inc.' OR .090' Interlayer Trosifol PVB By 'kurarcy America, Inc.' 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' 0R DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'OUANEX' AT 1/4 PO NTS ALL SIZES GLASS TYPE 'C1' 1' OVERALL INSUL LAM. GLASS (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) —3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Close By 'Eastman Chemical Co: OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interayer Trosifol PVB By 'kuroroy Americo, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE 1200 !!� ' DOW CORNING 995 ® DOW CORNING 995 I' • • • XL EDGE SPACER D• • • 'OR •• E • j • : L' UF1 SEAS • Ble.0 NEX' IS--T-LI-A-'.I44, UR• • l •'IjP!R S'AC�t :: eANEX' a 0 01 F W AT 1/4 PONTS ALL SIZES • GL4SS•R'YPE D� • • • •I" 1•IERALL•INSUL LAN GI•SS • • • • • • • • • • • • • • •• • • •• • • • • SIL CONE GE 1200 DOW CORNING 899 DOW CORNING 995 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 • OPTIONAL GLAZING DETAIL GLASS TYPES 'C1' & 'DI' rr_? PRODUCT REVISED as complying with the Florida Building Code • • • It0A—No. 17-0918.07 • • • • • rail. n Date 09/22/2020 • • • •• •By • Warn bade roduct" a tr 1 X d N m 0 C 5 5 B 1 0 0 8 3 drawing no. W 10-02 (sheet 3 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • ' TYPICAL INSTALLATION DETAILS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3598) /� TEL. (305) 2648100 FAX (305)262-6978 �r COMP—ANL\W10-02CG1) `THESE DETAILS ARE'TYPICAL•ON ALL FOUR SIDES OF WINDOW R_ INSTALLATION DETAILS THRU IX WOOD BUCKS INTO CONCRETE 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 II II II 5,. 28T WOOD BUCK FOR SPACING OR WOOD STRUCTURE TYPICAL METAL STRUCTURE E3 I !I �I li li M2 Y 1 SEEELEV. FOR SPACING " TYPICAL ANCHORS SEE ELEV. O S2 �q i O ,r vsi FOR SPACING N -�-- Et v - I dd I' J Et I �a —i i S2 MIN_. 1171111n ° s SERIES SENTINEL 130 ALUM FIXED WINDOW CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6580 FAX. (305) 593-6592 WOOD v ' tBY BUCK ^. TYPICAL ANCHORS I SEE ELEV. `I FOR SPACING , E3 !j 11 M2 E1 E v _ L �. -.J 1/4" MAX. . EQUAL LEG EQUAL LEG SHIMS EQUAL LEG a. © EQUAL LEG a 2BY OR WOOD BUCK CDMETAL ■ Al WOOD STRUCTURE C 1 � Illr STRUCTURE ®II ANCHORS 111 CDTYPICAL l�•e�A SEE ELEV. .. E © ® ti l ..............FORSPACINO CALANa SEE ELEV. WrmiT __ OM revisions: nol dote I by I description G u 4 N E 0 11 = 2 m d d UPDATED TO 2014 FDC NO CHANCE THIS SHEET 1.i° fi 3 s -..mailligiall ° .. ii II, FOR SPACING "v s. 11 1 . WOOD v .. ^ .. °- ICY BUCK . TYPICAL APVCHORS •Ij 'I ' - SEE ELEV.' FOR SPACING E3 II II II 1 II M2 TYPICAL ANCHORS SEE ELEV. FOR SPACING E3 a y PRODUCT REVISED ss complying with the Florida Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Data 09I2212020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a 6 3 n fti S TYPICAL ANCHORS: SEE ELEV. FOR SPACING •• •t1p AND TRANSFER THEM TO THE BUILDING STRUCTURE. • Jim:_:-1. •• 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 KS!, Fy=157 KSI) • M •mt �.. • W �- • • • „Milli/ i1I!/ T /' 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) #14 SMS OR SFI F DRII I IN(_S_ORFAYS (GRADE :i CRS) • • •t; q e t ''ry p • c b .I. o o = _ i = INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) / THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE DR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)• 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) INTO MIAMI-DADE COUNTY APPROVED MULLIOONS• OR i • • • INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MI4,) STEEL: 1/6" THK. MIN. (Fy = 36 KSI MhNL.} •�• (STEEL IN CONTACT WITH ALUMINUM TO BE PLAIZD OR PAINTED) • • • •• • • • • tA�`� �� •INTO WOODOODiiSTR CT IE = 1" • I 2-1/2'" MIN. \` �•• INTO STRUCTURE = 1" MIN. C� >� `Li��7 _ I INTO METAL STRUCTURE = 3/4" MIN. _ WOOD AT HEAD, SILL OR JAMBS SC = 0.55 MIN. C CR Ai41!AD, SIL•OR•JAA:B! f'c = 3000 PSI MIN. ' C�D I LL0R'(FILLED BLO:K AT:IAMBS f'm = 2000 PSI MIN. . • •• / • • • • • • • • Ci • • •. •• • • .,� Sd • • • • 7j7hTl �� �0, ENS �i - •92 _ * = [ �= -TE OF r 4MM� 0R1D,.•' �� drawing no. W10-02 (sheet 4 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TYPICAL INSTALLATION DETAILS AL-FAROOQ CORPORATION �a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL (308) 264.-8100 FAX. (309) 262-0978 k_ COMP-ANL\W10-02CGI) THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 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 MULLIONS FLANGE ADAPTOR • TYPICAL ANCHORS 1/4" MAX SEE ELEV. 2BY WOOD BUCK FOR SPACING OR WOOD STRUCTURE SHIMS TYPICAL ANCHORS METAL STRUCTURE BS ® ® SEE ELEV. FOG - IUrr eil CO !I� C3 - ie � v,. A Diu �� 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 I _ � lir. afEBMBSIM ��_ IN. .n��n� gill aiiial WOOD - v : • ° 1gY BUCK !7 . TYPICAL ANCHORS09 FOR SPACING 1nn/ SEE SELEV.PACING I ee et v 2 3/8' MIN. 1/4' MAX. BUCK HEIGHT 1/4' MAX. GAP GAP WOOD STRUCTURE NOT BY CO/ 1 2' MIN. 1/2' MIN. ��• \ @ 0 2 3/8' MIN. FIN FRAME a M2 BACKBED CAULKING \\ TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 .- #B SMS (GRADE 2 CRS) -,-,1 a NO CHANGE THIS SHEET N0 CHANGE THIS SHEET UPDATED TO 2014 PBC NO CHANGE THIS SHEET ( 01 uaz at aavaan 1 ILL•sreol of INTO 2BY WOOD BUCKS OR WOOD STRUCTURES r WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD �' '�•` (-_�~1~ BUCK DEPTH SHALL BE A". E1 THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMUTED. HOUSE WRAP Es E7 NOT BY CGI EXTERIOR BUCK WIDTH BUCK WIDTH � .1- I r-- --1• I r - I I 1 r MIAMI-DADE COUNTY 11 MIAMI-DADE COUNTY APPROVED APPROV ,401110�J 11 MUWON & MULLION ANCHORS —& •11 SEE '5 6 '0 1 o 0 o d n 8 11 11 I I MU NrANL11 SEIARATE•N0.S • • SEE PARATE NOA• •' 1 • • •• •• •• •• •• 1• C; I '1 nil , 0111,10,Y o „ o w 1 ' o •-.. Y 5 _ _-�_ _ -- _-------- PRODUCT REVISED ... = N ' 705 = ' --� • • • • • •T as complying with the Florida Building Code = • • •Fs°ICAL NOA-No. 17-0918.07 __ • • • • • • • • • • Aw„,,,RS EE EICV- • Da ti i Expraon ae 09/22/2020 TE OF '• ..` te *OR S•iClliS � ® / drawing 9 no. W10-02 • • • • • • • • • •• <OR10P. jl (9 114X1'SMS. • • •• .• • •• •• • • ey -- \ /S • • • • • • Mlam de Produe ntr 1 / ili111iIINN• sheet cj of 6� • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1.995 FLANGE FRAME —F .812 OFLUSH FRAME/FIN FRAME -1 .675 .995 f--1. 84 --I .050 TYP. .975 GLAZING BEAD (LAM. GLASS) r.120 1.184--1 E4 GLAZING BEAD (LAM. INSUL GLASS) 1.000 125 1-1 .500 F . GLAZING ANGLE (LAM. INSUL. GLASS) -1.130 - .065 1 1.550 L 1.680 .050 f— 1.395 NAIL FIN ADAPTER E6 FLANGE ADAPTOR L .050 -- j^ 1.395--- d .065 .180 FLUSH FRAME COVER .050 0 SCREW COVER ITEM PART g QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El CGI-118 4/ WOW. FLANGE FRAME 6063-76 - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CO-121 4/ WDW. GLAZING BEAD (LAN. GLASS) 6063-T6 - E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WOW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8') 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYR, CORNER DETAILS •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0916.07 Expiration Date 09/22/2020 By Mlam ro.uc Co 78 J 0 F U 0 0 U co0 El 9 Z GE THIS SHEET 5 0 5 0 4 5 0 c a drawing no. W10-02 (sheet 6 of 6 )