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WS-17-1766Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 mid Permit NO. WS -7-17-1766 Permit Type: Windows/Shutters Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 7/11/2017 Expiration: 01/07/2018 Parcel Number Applicant 77 NE 95 Street Miami Shores, FL 1132060130720 Block: Lot: PABLO NUTA Owner Information Address Phone Cell PABLO NUTA 77 NE 95 Street MIAMI SHORES FL 33138-2706 77 NE 95 Street MIAMI SHORES FL 33138-2706 Contractor(s) PRESTIGE WINDOWS & DOORS Phone (305)820-5999 Cell Phone Valuation: $ 15,500.00 Total Sq Feet: 250 Type of Work: REPLACING WINDOWS TO IMPACT 15 OPEN No of Openings: 15 Additional Info: REPLACING WINDOWS TO IMPACT 15 OPEN Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.60 $3.75 $3.75 $3.20 $250.00 $9.00 $12.80 $292.10 Pay Date Pay Type Invoice # WS -7-17-64539 07/11/2017 Check #: 2195 $ 50.00 $ 242.10 07/11/2017 Check #: 2196 $ 242.10 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and i strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit as ume respon .r all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, LUM ' MECHA ICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE (� = ha all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr Q 1] r1 R9 h 'r or , I authorize th above-named contractor to do the work stated. IDAV T1 c d.zoi rized Signature: 0 ne / Applicant / Contractor / Agent Building Depa nt Copy July 11, 2017 Date July 11, 2017 1 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 RECEIVED JUL 11 2017 5h FBCC20 H Master Permit No. 1/.1S ^1-9-00(.0 Sub Permit No. WS -0- 1(0r3L1S2 EXTENSION 124RENEWAL ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: - (4 as -"1ST ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 3"313id' Folio/Parcel#: -507019—013-0-1Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: NO %< BFE: FFE: OWNER: Name e (Fee Simple Titleholder): b' �� l• -(04" -CA Phone#: Address: ) f 4 Ci g+ city: AA ShO\r•e S State: -1' L - Zip: 33 ► 3 8' Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name Y'I'SA"1.5e edit COWS C lOO S Address:SSOO ((,J Phone#: 30SAOU -s 941 9 City: (\iG rn i C -)G ICk VS State: 1_ Zip: 33O t Lf Qualifier Name: C.Y% Skly*Wk SCCNO2,2.O Phone#: 3vs -K'LO-ScLq5 State Certification or Registration #:e,SC' -S' Certificate of Competency #: DESIGNER: Architect/Engineer: 1113%Yu-o " VS_u� E?C Qv( SS Phone#: (, Address: (c SU-) \�'� �L sU'1 - (06 City: �c.rv- e IC1 ^ State: Zip:33'-t'-{2 Value of Work for this Permit: $ 15'1 500 • 00 Square/Linear Footage of Work: 0 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: V4- Pte& iY) ( r1-1-- Of. 1t i \nd101✓S 6 Cdco s J ( 1 s' 1""� � •l ..1� Specify color of color,thru tile:• Submittal Fee ;Permit fee $" """" CCF $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) • DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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 inspectiowhich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pproved and a reinspection fee will be charged. Signature OWNER or AGENT The for 5 ingrument was acknowledged before me this day \of JO J �[ , 20 f 1 Po NO 1 O ,I who is personally known to , by me or who has produced TI -DL identification and who did take an oath. NOTARY PUBLIC: Sign. Print: Seal: as (i \ /07k, TAILY E VAZQUEZ 0 td, ► i Commission # GG 43437 .1 My Commission Expires "2 :Zoo" October 3L 2020 **************** APPROVED BY (Revised02/24/2014) Signature The foregoing instrument was acknowledged before me this day of J Q "`( , 20 __ , by CY 11(\Cr ' A.J'i Lc� , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sig0/O Print: Seal: ********************************* Plans Examiner Structural Review TAILY E VAZQUEZ Commission # GG 43437 .1 My Commission Expires ',44',4`00) October 31, 2020 ***************-*s.** �a...,...************ Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC D ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 71 t\F c% St. R C`.7', ;" DEC 292016 BY: 4I <ST1" FBC 201 3.1.32.- c Master Permit No.\ -S lam_ (4 2_ • Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: 11 ' 32oC.o —a13 —v`72d Is the Building Historically Designated: Yes Flood Zone: BFE: Zip: 33138 Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Address: /1 N , S+ . ?ct,1--0 1VC.JC)' City: c1.1►tea, i �J •tE State: NO FFE: g4144 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: PreSi-i e✓ Ge_ ind 5 Address: Sx�o NW Ihla - 5t . City: (`(1►«m; r 1 f 47 in tate: F 1 } (7-1.1 41y + fi ell zip: :3 =* Qualifier Name: rx %si t e O �X��yr(c� Phone#: State Certification or Registration #: GE c1Z- 5 ((o 31 Certificate of Competency #: Phone#r DESIGNER: Architect/Engineer: Ln)n �cc�tic Address: koO 12_ ,4v1e.. Value of Work for this Permit: $ StO Type of Work: ❑ Addition D Alteration Description of Work: p l Cc c�,4-.8.o�,.is tsi L. S f Phone#:(351) 3st/ 'a4,t'4,0 City:Tc-ek, -h State:t Zip: -3-3992_ trtL' ear Footage of Work: 2S0 :-b �m Repair/Replace ❑ Demolition Awl M � • Tfs Specify color of •color thru=tile r - - - Y• - =-- -- .„11 Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Z1 Z Technology Fee $ Training/Education Fee $ Structural Reviews $ (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 x.:'+. ' 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 condi. t . (he issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith"ttaLagyf the notice of commencement and construction lien law brochure will be delivered to the person whose property is sub:le:4 ti,4attachment. 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 b : approved and a reinspection fee will be charged. Signatu e OWNERor � G ,T The foregoin�rument was /e) day of Jec. Pc:k.bto \\VA -a , who is personally known to Clc‘s - r ck , who is personally known to a. Ere me this ,20iL ,by Signature The foregoin 2-7 daf lcec • s acknowledged before me this , 20 /(, . by me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign _� Print: VP -ren Seal: identification and who did take an oath. ARY PI BLIC: 4444444444444 444444444444 S 4444444444 APPROVED BY (Revised02/24/2014) 44444444444444444444444444444444444444444444444444444444444444444 Plans Examiner Zoning Structural Review Clerk Mark Size Sq.Ft. Type Noa Noa Press Calc Press (3) 1 37.5" x 63.75" 15.9 Fixed 15-0413.03 -80/+80 -42.41+39.0 (2) 2 37.75" x 63.75" 15.9 Fixed 15-0413.03 -80+80 -42.41+39.0 3 56.5" x 52" 20.4 HS 15-0929.13 -60.2/+60.2 -50.0+38.2 4 56.5" x 52" 20.4 HS 15-0929.13 -60.2/+60.2 -41.6)+38.2 5 26.25" x 25.25" 4 HS 15-0929.13 -65/+65 -43.4)+40.1 6 26.25" x 25.25" 4 HS 15-0929.13 -65/+65 -53.6/+40.1 7 37.75" x 39.75" 9 HS 15-0929.13 -05/+65 -43.41+40.1 8 56.5" x 63" 24.9 HS 15-0929.13 -60.2/+60.2 -48.91+37.7 9 56.25" x 63" 24.9 HS 15-0929.13 -604+60.2 -48.9/+37.7 10 56" x 51.75" 19.7 HS 15-0929.13 -65)+65 -41.6)+38.2 11 55.75" x 52" 19.7 HS 15-0929.13 -60.2/+60.2 -50.0/+38.2 12 37.75" x 393" 9 HS 15-0929.13 -65/+65 -43.41+40.1 13 37.75" x 39.5" 9 HS 15-0929.13 -65/+65 -43.4/+40.1 14 55.75" x 52" 20.4 HS 15-0929.13 -60.2/+60.2 -50.0+38.2 15 56.5" x 52" 204 HS 15-0929.13 -60.2/+60.2 -50.0/+38.2 00 • • . • • • • w •• ••• SNOI1V1f1J38 ONV S3lfla AINflOO QNV 31VIS 1Vli303d 11V H11M 3ONVIldWO0 011J3fiJnS 99/4) VI 7 ld]0 0019 1d30 JNINOZ .�. • 31V� • 0 • • A8 .s 03AOriddtl •: ••: : PNIVA.SOAOLIS IWelw ..• • • • • •• • • •• • • • • • • • • • • •• ••• • •es • • • ••n ••• • ••• • • q • • • • • • • • * • • •• • •• • • ••• • • • • • • db. • • • • • • 000 • • • 0 • • • • • • ••• • • • • •• • JOB NAME: 08/17/2016 - 11:11am RECEPTION V:\Projects\ 2014 -MPS \400 Wind Charts\_Reference\00-MPS14-400 Series C8C (Current) Jeff.dwg • • ••• • • • ••• •• •• • s • •• •• • • • • • • • • • ••• • • • 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" • 15 • VE•LOC•ITY175 MPH DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' INTERIOR ZONE 4 PRESSURES Mean Roof Height 10 15 DESIGN 20 PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 4 45 ~' 25 30 3-40.5 0 -15 ft -43.4 ..+40.1 -42.4 +39.0 -41.6 +38.2. -41.1 +37.7 -40.6 +37.2 may}' +3 Sie.,,#36; ..., -45.8 3 16 k -44.0 -43.0 -42.2 -41.6 -41.1 -0tr--4Q., +36.4 Q.1 +40.6 +35.9 16 ft -54.4 +39.5 +38.8 +38.2 +37.7 +32C -+3779_ 6.6 A j -44.6 -43.5 -42.8 -42.2 -41.7 -41.37 - . ••••411.6 +36.6 ' :3 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 ". . - +36.8 18 k -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 19 ft -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 ft -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -55.3 +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -Sa4 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 24 ft -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -50.0 +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 25 ft -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 +44.6 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 26 ft -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 +42.9 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 +42.1 +41.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 ft -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -454LL-.45;j- +42.4 +42.0 --44.8- +41.2 +45.7 +44.5 +43.6 +43.0 +42.4 +4 a4.1.'6'••sA1�2 -53.3 -52.6 29 ft -49.9 -48.7 -47.8 -47.2 -46.6 -4 +41.9 +:4 . +41.2 30 ft +46.0 +44.8 +43.9 +43.3 +42.7 +4+41 -53.0 -52.4 30 k -50.3 -49.0 -48.2 -47.5 -47.0 -44 45 6 7 )4 -60.4 +46.3 +45.1 +44.3 +43.6 +43.0 +4 {411174.1.8 +47.0 +45.7 32 k -51.0 -49.7 -48.8 -48.2 -47.6 -47. - -64.1 -61.6 :0 -58.4 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7' - 4 1 _ 42.1 35 ft -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -57.1 +44.8 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 40 ft -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 +45.2 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -70.5 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 k -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -67.0 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 k -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 EXTERIOR ZONE 5 PRESSURES• • • • • • JAC•LO�� . STRUCJQRE, Of TERRAIN INSTRUCTIONS FOR TAB&E USE► Mean Roof right. eight. S0 , 1.5 DESIGN 20 PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 5 40 45 • • • 50+ 25 30 35 0 15 ft -53.6' -51.5 -50.0 - -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 16 ft -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 j +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 I 17 ft -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 18 ft -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 19 ft -56.4 -54.1 -52.6 -51.4 -50.4 -493 -48.8 -48.1 -47.6 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 ft -57.6 -55.3 -53.7 -52.4__ -51.4 -49.8... _49.2 -48.6 +43.0 +41.9 +41.1 +4 : +39, -58.1 +38.5 -55.8 -54.2 -Sa4 .3 o. .6 -49.0 22 ft +43.4 +42.3 +41.5 +4d. 4Q.9.9 3 ! 39.2 +38.9 23 ft -58.7 -56.4 -54.7 -5". - S ;4�.5-Fj{3 .`0.1 -49.5 +43.8 +42.7 +41.8 +4 •, +40.3 .5 +39.2 24 h -59.2 -56.9 -55.2 -53:9'-�-We'�,5Z•,0"'r :2 - .6 -50.0 +44.2 +43.1 +42.2 +41.6 +41.1 +40.2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 26 k -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 +45.3 +44.1 +43.3 *42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 ft -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 j+45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 129 ft -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 30 ft -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54 1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 ft 40+49.2 -65.9 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 -57.9 +45.7 +45.2 -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 45 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 MRH <_60' BASED ON Kd =0.85 •1. TABLES INTF,[9Q'. TO . ..' -TH •RST CASE PRESSURES. 'WORST CASE' IS P,•EPIRED AS CR tCO. •• UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CON-DITIAN$RE)2tUTA-• FOR - ITH THESE TABLES. 2. TABLES VAUD ONL>(, • M -ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VAUD F4R LL R T ` • a . 4.. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS TH N 10° SH ' • •! - GINEER AS A SITE SPECIFIC CONDITION. E FY 1ST B •Yy: •• (�• .a• ' 'ROOF HEIGHT. IF THE MEAN ROOF HEIGHT 1= E 1 EN Fl � £ 3O E76)•iT. D r •1• ••, I - 348 CI(lrAeLE VALUE OR CONSERVATIVE ASSUMPTION. E •• ljr) 41, ! a OPENING QUESTION (HEIGHT * WIDTH) OR (H IG ) l��"Y!! AN EFFECTIVE WIDTH THAT NEED NOT BE LESS TH SP N € ( IGHT2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. 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. CAN 1 E .THA GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.• . . . • ER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND .- L•C OR TH ,..IND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NO •' USE•WTtH 5- NIIA&P S OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kz -- ( FOR 7 , SE • • 9 HESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PR SURE COEFFlQQFJI1TT -.-.. . .. .... WITH AN ENCLOSED STRUCTURE ONLY. VER; DIRECT! NA FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HI 67��RiCdNE'ZOACf7`AEQES ARE FOR 3. WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A C HESE T � 5 ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY PRAMK.1.•8EN ARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLU 1:'= • G S AS LISTED. USE OF THESE TABLES AND COR ESPOND_ I(4IV •VEL• - , EXPOSU E.,A 1p OTHER COEFFICIENTS LISTED HEREIN ALLeBE.D O E. E'G-6\\'((ERNING BUILDING DEPARTMEN ,rap • FOR APPLICABILlN OF TABLE VALUE USE IS OFFER - - 5. THIS SPECIFICA CERTIFICATION. REF • O: yr•-- ':M • 1.RIA THER APPROVALS FOR DES •ST LC TTO • O • HESE TABLE VALUES WHICH I5 T• B VEit)E O AC•••• •:NCE WITH GO ERNIMG CODES. 6. ADHERE TO ALL •y- PA .• r h ,-"• • OR •INANCES. 7. NO CERTIFICATION' ..• ^- -f•' E 1 RITY • -- HE HOST STRUCTURE. 8. EXCEPT A5 EXPRESSLY PR•VI• •4 -- EIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. PEAK ROOF HEIGHT MEAN ROOF HEIGHT WALL ZONE FIGURES ',1,/‘ ISOMETRIC'6, N a m to VIV-tISdW-00 3 REMARKS INIT ISSUE DRWN CHKD DATE c' REV -ADJUSTED HEIGHTS n, REV 2014 FBC a - 6 g THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT a WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS. N ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ® PERMITTED AND INVALIDATE OUR CERTIFICATION. GSS GSS DGM TSB TSB TSB 03/05/12 04/09/12 06/10/15 5TH ED. FLORIDA BUILDING CODE (2014) ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 .1 ENGINEERING -g! ` /, EXPRESS® ® ) < o ; 1 p CORPORATE OFFICE: i 160 SW 12th AVENUE, SUITE 106 m DEERFIELD BEACH, FL 33442 o ; P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH 89885 - - E: HELLO@ENGINEERINGEXPRESS.COM ' ?, i ENGINEERINGEXPRESS.COM P ` r i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 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 code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. CDESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile ILnpact Resistant / LIMITATIONS: 1. Glass lites wider than 36 -inch shall have two setting blocks and anti -Lift devises per FBC requirements. 2. The Day Lite Opening's (D.L.O.) of maximum 495/8 -inch (Width) by maximum 553/4 -inch (Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may l;e.diq,plaxeci in•advertisinz.literature. If any portion of the NOA is displayed, then it shall be done in its egtirety. ; •, • • • • • • • INSPECTION: A copy of this entij 'N 4. s1 11:lie p• �opicied, 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. 15-0512.05 and con• sists of this ilag1 and evidence pages E-1, E-2 and E-3, as well as approval document rnentimd'ove.; • • • •• The submitted documentation was ret�tew@d by ./o4g4/ j. Plagepci�', J'. E. • MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy MIAMI•DADE COUNTY APPROVED 11 Ati 1• .•. . .• • ... . • . . . . . • • • . • .. .. . . . •. •. ..• . . . •.. • . . NOA No. 15-0929.13 / Expiration Date: September 22, 2020 Approval Date: May 19, 2016 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 '- along along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) .. ... . . . . .. . • . . • • . . .. ... .. . . . .. '• ... .. 8041... ... .. • . • . . • . . .. . . • .. • • • • • . . . . .. . . . . . . .. .. . • . • . ... . • •Eil..• . . • . . . . .• . . • . . ... . • • • .. .. • • • .. .. ... . . • ... • • Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance 11Dissued tAEastman Chemical Company (MA) for their "Saflex CP -� Safle arx4 S. . . .fie IlP:Composite Glass InterIayers with PET . . Core" dated 06/19/14,.2x9 rig 41.12f1 t/t8...• • .•. .. ... ... •.. • . . • • • • • .. • . . .. . . . . _ . • . • . .. . • • • . • . . .. • • . . . ..• . •E.-1.. . . • • . . • . • • • •.. • . • • . • . . . . . • • .. . . • . .. .. ... • • ... • . Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No, 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Subfnitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. ., ... . . . . . .. . . . . . • • • .. ... •. • • • .. • ... .. ... ••• ••• / Jorge M. Plasencia, P. E. •• •• •• •• / Product Control Unit Supervisor 00 • NOA No. 15-0929.13 •• •• . .. • • . • • . • • .. • •• Expiration Date: September 22, 2020 Approval Date: May 19, 2016 ... . • • B.—Z. • . . • • ♦ • • • • •. . ... • . • • . . • . . . • . . . • .. .. • . . .. .. 000 • • • 000 • . .TYPICAL ELEVATION 6' MAX. HEAD/SILL 5 FLANGE WIDTH O5 1 5' MAX. 1YP. MTG. STILE mF 8 a' � m T_ w � = n • • • • • FALSE AMMO • • • • s • • (SURFACE APPLIED) • • OPTIONAL • • • • • • • • II II II 'I I I II I, II 5 N/ ( I 1 I I 1 I I .r y V • •• • 3R 7/ab •D.L. opt, • 36 3/8• 32 7/6" D.L. OPG. m ADDL. ANCHOR REDD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS _ AT HEAD/SILL •••• ••'Fj.@NGE & FLANGE ADAPTOR FRAME • • • • • ._ - - •• • •• • • • • • • • 5IA' • • MAX. s • HEAD/SILL •• • • • • • • • •• • •••I•• 01 m 31 ••• • z n 1 N •• • 0 J d FALSE MUNRNS (SURFACE APPLIED) OPTIONAL 110" • • •••• BUCK WIDTH 5" MAX. j TYP. • • • r�1 MTG. STILE 6 r_ 13 5/16" MAX. HEAD/SILL • • • It 1• • •' I I • • ` I II II F _ iiII N • IV 1 • / T f. 1‘I I P 32 7/8' O.L. OPG. 36 3/8" VENT WIDTH 32 7/8" D.L. OPD. FIN FRAME 110" 5 1/2" MAX. HEAD/SILL 41 1 —0- BUCK WIDTH 5" MAX. 1YP. MTG. STILE (1 HA', mg 8 D.L. OPC. 4 11 I I II 6 O Il II ill II , 6 x.O I I FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 32 1/6" 32 7/8" O.L. OPC. 36 3/6" VENT WIDTH D.L. OPG. EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EORION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCIIOREO PROPERLY TO TRANSFER LOADS TO 11-16 STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC ANO NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT MAY. 1 1 201 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS 1- AOOL. ANCHOR REDD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By �- Mlam a e Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT OW v 14;;2 3d 6 6 6 A S 6 6 0 a c a a 5 drawing no. wio-18 shoat 1 0111 • ••• • ••• •• • ••• ••• •• • ••• • ••• •• • ••• • D.L. OPG. • II /IIii 1 ;- F 4 6 r -11\ u 5 a MI WV / 6 I te /. .Q=M •• • FALSE MUNRNS (SURFACEUEo) •• oFfoNAL • ••• ••• • • • • • • • • • • • • •• ••• • •5 1/2" MAX. ••• ••READ/ILL • • •••• • • • •• • ••• • •• • FALSE MUNRNS (SURFACE APPUEO) OPTIONAL VENT WIDTH •• •• i • • tiNGE Ac FLANGE ADAPTOR FRAME 110" FLANGE WIDTH 5" MAX. TYP. MTG. STILE i 0 1 0 01E1 6 _ _ ADDL. ANCHOR REOD. FALSE HUMINS AT CENTER OF ALL PANELS (SURFACE APPUED) FIXED OR OPERABLE OPTIONAL ABOVE 30" PANEL WIDTHS AT HEAD/SILL •••• • • ••a• 110" • 5" MAX. TYP. MTC. STILE BUCK .WIDTH 13 5/16" MAX. HEAD/SILL T /IIii 1 ;- F 4 II . . ___JL__ I: B2 a Ell 9F_ / %/ _ _ ADDL. ANCHOR REOD. FALSE HUMINS AT CENTER OF ALL PANELS (SURFACE APPUED) FIXED OR OPERABLE OPTIONAL ABOVE 30" PANEL WIDTHS AT HEAD/SILL •••• • • ••a• 110" • 5" MAX. TYP. MTC. STILE BUCK .WIDTH 13 5/16" MAX. HEAD/SILL 24 1/2" D.L OPG. 28" VENT WIDTH 49 5/8" D.L OPG. FIN FRAME 24 1/2' 49 5/8" D.L. OPO. 28" VENT WIDTH D.L. OPG. EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration D 09122/2020 By Miami- ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS 1 -FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL e Product Control MAY 1 201 ro4,„u 61 0 o C vl O LJ c) L-1 130 C Orr- r 1 03 M n czLL„ 0 off— Z5 3 ¢ 6 drawing no. W10-18 sheet 1 , 1 of 11 II ii I I F F II . . ___JL__ I: B2 a OI _ u 9F_ / %/ _ / // • // . 1. r 24 1/2" D.L OPG. 28" VENT WIDTH 49 5/8" D.L OPG. FIN FRAME 24 1/2' 49 5/8" D.L. OPO. 28" VENT WIDTH D.L. OPG. EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration D 09122/2020 By Miami- ADDL. ANCHOR REOD. AT CENTER OF ALL PANELS 1 -FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL e Product Control MAY 1 201 ro4,„u 61 0 o C vl O LJ c) L-1 130 C Orr- r 1 03 M n czLL„ 0 off— Z5 3 ¢ 6 drawing no. W10-18 sheet 1 , 1 of 11 sheet 2 of 11) �G 8•�!" 11 Ic.l !�• • DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) 91D. MTG. RAIL H.D. MTG. RAI, H.D. MTG. RAIL GLASS TYPOS GLASS TYPES FIANCE DIMS. BUCK DIMS. 'A'YAI', 'B'A'RN' 'B' a 'Be WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" EXT.(+) 25-1/2' EXT.(+) 65.0 65.0 80.0 90.0 37' 65.0 36" 25.. 65.0 65.0 80.0 90.0 53-1/6" 26"- 52-1/8" 65.0 65.0 65.0 60.0 90.0 74" 83-1/2' 73' 82-1/2' 65.0 65.0 60.0 90.0 26-1/2" 65.0. 25-1/2- 55-3/4- 65.0 65.0 80.0 90.0 37' 38-3/8• 36' 37-3/8" 85.0 65.0 80.0 90.0 53-1/8' 65.0 52-1/8" 80.0 65.0 65.0 60.0 90.0 74" 82-1/2" 73" 65.0 65.0 65.0 80.0 90.0 26-1/2" 55-3/4' 25-1/2" 54-3/4' 65.0 65.0 80.0 90.0 37'36' 50-5/8' 65.0 49-5/8" 65.0 65.0 80.0 90.0 65.0 85.0 80.0 90.0 53-1/8" 83-1/2" 52-1/6" 82-1/2' A 74" - 73' - 65.0 65.0 80.0 90.0 26-1/2' 54-3/4" 25-1/2' 65.0 65.0 65.0 80.0 90.0 37' 78-15/16" • •36' 77-15/16" 65.0 65.0 80.0 90.0 53-1/`" .: •51/8" fit, • •6`5.0 65.0 80.0 90.0 ILA «4" - 73' • 460.8 65.0 60.2 80.0 90.0 • • • • • • • ••• • • •• it,: • • (1/28) t • • • • •• •(4/211111• •••• • • OPERATINi VENTS TO BE 14•0,i 414 WINDOW WIDTH • •• • .XO OIiOXi•• • • • • •• • •• • • • •• • ••••�4►�.p. -a4}•{.__ BUCK INS • • FLANGE FRAME FLANGE 59.15 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL MISS TYPES GLASS TYPES MASS TYPES FLANGE DIMS. BUCK DIMS. 'A'A:'AI', '8'5'81' 'B' & 'Be 'C' 0 '61' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 76-15/16" 26' 77-15/16" 25" 65.0 65.0 60.0 90.0 65.0 65.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 65.0. 65.0 55-3/4- 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16" 36-3/8' 77-15/16" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 83-1/2" 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16' 50-5/8' 77-15/16' 49-5/8" - - - - 65.0 65.0 83-1/2" 82-1/2' - - - - 65.0 65.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 78-15/16" 63" 77-15/16" 62" •' •- - - - - 65.0 65.0 83-1/2" 82-1/2" - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' )5" TV. BUCK DIMS EQUAL LEG FRAME STD. MTG. RAIL: 1 H.D MTG RAIL c BUCK OIMS FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Mom Product ontrol PAY 1 1 2016 z Z g 0N0U et Opp si ooy o•b2 112e La8g j Q3f 0 0 3 a 13 N FAX. (305) 593-6592 e S S 9 9 0 c drawing no. W10-18 • •• • •• • • •• •• • • • • • ••• • .• ••• DESIGN LOAD CAPACITY - PSF (XOX S ZES) 1 (P/Z6) (1/3W') STD. MTG. RAIL H.D. MTG. RA11, r •1•• • 81A50 TYPTS CUSS TYPES FLANGE DIMS. • BUCK DIMS. 'A'k'AI', '8'8'81' 'B' 8 '81' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(*) INT.(-) 74" EXT.(+) 73" EXT.(-*) 65.0 65.0 80.0 90.0 108-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 111" 105-1/4" 110' 65.0 65.0 65.0 80.0 90.0 74' 111' 73" 110" 65.0 65.0 80.0 90.0 106-1/4" 38-3/8" 105-1/4' 37-3/8' 65.0 65.0 80.0 90.0 111" 80.0 110" 65.0 65.0 65.0 80.0 90.0 74' 65.0 73" 80.0 65.0 65.0 80.0 90.0 106-1/4" 50-5/8' 105-1/4' 49-5/8" 65.0 65.0 80.0 90.0 111" 74" 110" 73' 65.0 65.0 80.0 90.0 74" 65.0 73" 106-1/4" 65.0 65.0 80.0 90.0 106-1/4' 63" 105-1/4' 62" 61.6 61.6 80.0 90.0 111" I .•••_ 110" - 60.0 60.0 80.0 90.0 • ••• • •••• • • • • • ••• ••• • ••• • ••• • ••• ••• 19" TYP. • •••• • • • •• • •• • • • • • •• • •• • • • • • • • • • • (1/3W) • ,,•• 1 (P/Z6) (1/3W') %•• ••S( r •1•• • • G, •A•• 04189 TYPES M 1PERATING VENTS <O Ka 1'3 OF THE WINDOW WIDTH • •• • ••••*•, • • • xox •• •• • •• • • • • • • • • BUCK DIMS DESIGN LOAD CAPACITY - PSF (XOX SIZES) STD. MTG. RAIL S.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLOSS TYPES 04189 TYPES FLANGE DIMS. BUCK DIMS. 'AVM'. 'e'k'81' IT & '131' 'C' 6 Cl'' WIDTH HEIGHT WIDTH HEIGHT EXT.(*) INT.(-) EXT.(+) INT.(-) EXT.(-*) INT.(-) 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 106-I/4" 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 65.0 65.0 111' 110" 65.0 65.0 80.0 90.0 65.0 65.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 111" 110' 65.0 65.0 80.0 90.0 65.0 65.0 74" 73' 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4" 50-5/8" 105-1/4" 49-5/8" - - - - 65.0 65.0 111' 110' - - - - 65.0 65.0 74' 73" 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4' 63" 105-1/4" 62' - - - - 65.0 65.0 111" 110' - - - - 65.0 65.0 19' TYP. BUCK DIMS (1/4W) tl OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH FLANGE FRAMF FIANCE DIMS EQUAL LEG FRAME 'XOX' BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME \``,1�DI At♦ 1:: •VCENB.'•., PRODUCT REVISED = No 0582 NOTE: as complying wlth the Florida * ? * *E GLASS CAPACITIES ON THIS SHEET ARE NOA-No. 15-0929.13 /� 1 BASED ON ASTM E1300-09(3 SEC. OUSTS TATE OF • % Expiration Date 0 912 212 0 2 0 ,O AND FLORIDA BUILDING COMMISSION ;`2at)DP.•' \°��~ DECLARATORY STATEMENT DCA05-DEC-219 BY I4AY 1 1 201+ %�sS10 t�\?,. Miami-Dp a rodaot Control 7 /j +NALIAAA\ ro‘U U FAX. (305) 593-6592 '0 W O 0 drawing no. W1 0-18 sheet2,1of 11 • • • •• • • • • • • DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) STD. MTG. RAI. B.D. MTG. RAIL H.D. MTG. RAIL GOSS TYPES GLASS TYPES BUCK DIMS. 1'8'81, '6'8'81' '8' k 'Bl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" EXT.(+) 65.0 65.0 80.0 80.0 36"25. 65.0 65.0 65.0 80.0 80.0 52-1/8" 77-15/16" 65.0 65.0 80.0 80.0 73' 65.0 65.0 65.0 80.0 80.0 25-1/2"- 80.0 65.0 65.0 60.0 80.0 36"37-3/8' 65.0 65.0 65.0 80.0 80.0 52-1/e' 77-15/16" 65.0 65.0 80.0 80.0 73' 65.0 65.0 65.0 80.0 80.0 25-1/2' 80.0 65.0 65.0 80.0 80.0 36'49-5/8" 65.0 65.0 65.0 80.0 80.0 52-1/8' 77-15/16" 65.0 65.0 80.0 80.0 • 73" • • 65.0 65.0 80.0 80.0 156-121 • . fi5.0 . •65.0 80.0 80.0 36' .62„ •15.1• 06.0 80.0 80.0 426.1.101; • • 0.0 65.0 80.0 80.0 •3" • 40.2 810.2 80.0 80.0 • • • •• • •• • • • • • • •• • .• •• .1123x. ' •• ••• •••. OPERATING VENTS TO BE /! OF THE WINDOW WIDTH •• • 'xo.pR l) • • • • • • • DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) STD. IITG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL MS TYPES GLASS TYPES GLASS TYPES BUCK DIMS. 'A'1ZAI , '8'811' '8' 5 'B1' 'C' k '01' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 77-15/16" 25' 65.0 65.0 80.0 80.0 65.0 65.0 82-1/2" 65.0 65.0 80.0 80.0 85,0 85.0 54-3/4' 65.0 65.0 80.0 80.0 85.0 65.0 77-15/16" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 82-1/2' 65.0 65.0 80.0 60.0 65.0 65.0 54-3/4' 65.0 65.0 80.0 80.0 66.0 65.0 77-15/16" 49-5/8' - - - - 65.0 65.0 82-1/2" - - - - 65.0 65.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 77-15/16" 62" - - - - 65.0 65.0 82-1/2' - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' STD. MTG. RAIL' I I H.D. MTG. RAIL' 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. 15-0929.13 Expiration Date 09/2212020 By MI l�sro MIamLD a Product Control FIN FRAME z m5- 0 y m q ' Eo WA0, mot O E O O ooNE aN=E Cl <661i0 U U 0 ZJ a. 0 U z a D -I d 8 3 0 t5 0 W 0 H N o y V). NM 3 . z 0 5o<__1 FAX. (305) 593-6592 0 V 6 1 1/3 2/3 DPNON ADDED w 11 C 1i drowing no. W10-18 (sheet 3 of 11) • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF (X0X SIZES) (1/355') �j STD. MTG. RAIL H.D. MTG. RAIL Al s GLASS TYPES GLASS TYPES HUCK DIMS. 'A'k'AI . '8'&'81' 'B' k '81' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" • 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 110' 65.0 65.0 85.0 80.0 80.0 73" 65.0 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 110" 80.0 65.0 65.0 80.0 80.0 73" 80.0 65.0 65.0 80.0 80.0 105-1/4" 49-5/8" 65.0 65.0 80.0 80.0 110' - 65.0 65.0 80.0 80.0 73' - 65.0 65.0 80.0 80.0 105-1/4' 62" 61.6 61.6 60.0 80.0 110 • • .. 60.0 60.0 60.0 80.0 •••• • • • • 0. • • • (1/30) .O• (1/355') �j , s • (1/N') • T Al s �' • • •• • HEIGHT • ••• EXT.(+) • EXT.(+) M 73' 105-1/4' 110' • 'OPERATING VENTS•1SJ BE 1/3 e'•IRE•WINDOW WIDTH • • •• • .XO • • • • • • • •• • •• • • • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAH. GLASS TYPES ',VIA!. '8'&'81' GLASS TYPES '8' k '81' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110' 25" 65.0 65.0 80.0 80.0 . •85.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73" 105-1/4' 110" 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - . - - 65.0 65.0 (1/455) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES 'ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Coda • NOA-No. 15-0929.13 Expiration Date 0912212020 By Mlaml-D a roduct Control z 0 0. V a 3 Sw drawing no. W10-18 sheet 3.10f 11 3 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS .075" Interlayer .075" Interlayer Safles CP With PET Core Soflex CP With PET Cora By 'Eostman Chemical Co.' By 'Eastman Chemical Co: OR OR .090" Inter -layer .090" Interlayer Wins Clear And Color Gloss Sallex Clear And Color Gloss By 'Eastman Chemical Co.' By 'Eastman Chemical Ca.' OR OR .090' Interlayer .090" Interlayer SenlryGlas SenlryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' OR OR .090" Interloyer - .090" Interlayer Kuraroy Butacite PVB Kuraroy Butacite PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'A' 5/16" NOMINAL LAM. GLASS • •• • • • • •••••• •• /" ANN. CLASS • • •• • 075• Int•loyer • •••••• •••• • Saflex SEP With ikET Core • • • By 'Eastman Chemical Co.' • OR • • • • 0981 Inlrlayer• • • • • • • Safex• lte•'#.r0 Color Glass • • • • By 'Eastman Chemical Co.' •••4•• • • OR •• •• • • 1/4" NR SPADE • Age' Intedayer ••••• SeAr�C•. i•• • • • By 'Kuraroy America, Inc: • 4 /8" ANN. (GLASS OR • • • • •••••• • 0 1" Interlay' • • Ku40% 'Walhalla PVB Eli,'Kuro••roy Aerico, Inc.' •• m • •••••• • •• • }/B" ANN. GLASS • •••• • jIUCONE • 0 0120OOQ4WY CORNING 899 D CORNING 995 1/8' HEAT STREN'D GLASS .075" Inledoyer Sofia,. CP With PET Care By 'Eastman Chemical Co.' OR .090" Intel -layer SenlryGlas 8y 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS -1/8" HEAT STREN'D GLASS SIUCONE GE 1200 OOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE '9' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER 5T. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER 8Y 'OUANIX' AT 1/4 POINTS ALL SIZES GLASS TYPE -'AL' 0.70' OVERALL INSUL. LAM. CLASS 1/8" HEAT STREN'D GLASS .075" Interlayer Sallas CP With PET Care By 'Eastman Chemical Co.' OR 090" Interloyer Soflex Clear And Color Class 8y 'Eastman Chemical Co.' - OR .090" Interlayer SenlryGlos By 'Kuroroy America, Inc: OR 090" Interlayer Kuraray Butacite PJB By 'Kuraroy America, Inc.' SILICONE GE 1200 DOW CORNING 899 OOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE '0' 5/18' NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'O GLASS 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co: OR .090' Interlayer SentryGlos By 'Kuraroy America, Inc.' -1/8" HEAT STREN'D CLASS 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 C4 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL 8Y 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE. '81' 0.70" OVERALL INSUL LAM. GLASS (S.M.I, ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RA1190 EXTERIOR PLY OF CLASS TYPE '41', '131' & 'CI' MUST BE TEMPERED. SIUCONE GE 1200 DOW CORNING 899 OOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE "01' 0.70" OVERALL INSUL LAN. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Mi Mlaml- de Product Control 04 111 1111( fit,/ td Mae 05 NAY NAY 1 1 20 -, ST S7 OF S!aNAL 1'11/1111110. ( IU cl 03 0 v 8 8 g6 8 8 0 B A w v 8 8 E 0 5: drawing no. W10-18 sheet 4 of 1 1 (sheet 5 of 11) • IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE 0150.' 9 000000 • • •••• • • • 1• 00000 •••• • • 0000 • • • 000000 • •000000 •. W • • a O ••• F •••• 1i • • • • •• •• • • • • • • • • •• • • -• • • ••• •• • ••• •• 4" • -• W2 •••• •I • SV W3 •P EDGE •ISI. 111? W000 BUCK 1 TYPICAL ANCHORS' SEE ELEV. FOR SPACING N METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 10 U TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME 2 3/8' MIN. f 1 2-3/8" MIN. WHEJi USED 114E NDN. W000 BUCK DEPTH SHALL BE 2%'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 013/22/2020 TYPICAL ANCHORS SEE ELEV. FOR SPACING rl MIAMI-OADE COUNTY APPROVED 1 MULLION & MULLION ANCHORS I SEE SEPARATE NOA 1 EDGE DIST. 11)1 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILUNG SCREWS (Fu -74 KSI, Fy=58 KSO INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FDGE DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. By -, WOOD AT HEAD, SILL OR JAMBS 5G - 0.55 MIN. Miami -D oduct Control CONCRETE AT HEAD. SILL OR JAMBS 1'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm - 2000 PSI MIN- WEEPHOLES: W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END ``1\\\11IIIIIIA/ o 7 ''• �. . •92 ctiI4V z o F$ < P W gE o 1 oo�$� D. 0 o a,1 o la oan0 fq Q �6 u. 4tz�p_S' Z m 2 J a a FAX. (305) 593-6592 n 8 a 5 5 n 5 8 8 2 8 5 0 s a 8 8 8 drawing no. W10-18 sheet 6 of 11) • 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV.--- FOR SPACING BUCK WIDTH VENT WIDTH VENT WIDTH 1 • • • • •• • • • • • ••• • •• • s•• • • • •••• -SCREENS OPTIONAL 18Y WOOD BUCKS • •• • • • • BUCK IVIDTH • • • • •••• • • • • •• • • • • • • • • • • • • • • I/4. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SHIM • • • • • •• ••---1 • • MIAMI-DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH •• •• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WDTH FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS 2 WOOD B K 000 STRUCTUR TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE SWEEP LOCK OPTIONAL TO SPRING LOCK VENT WIDTH /4 MAX. SHIMS • TYPICAL ANCHORS SEE ELEV. FOR SPACING ti - SCREENS OPTIONAL XO LAYOUT EX'I ERIOR D.L. OPG. • D FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED as complying with the Florida 1BY Building Code WOOD BUCKS NOA-No. 15-0929.13 Expiration Daae 09/2212020 By Miami -96 6 Product Control /111111111// p,DFRy / p:•' • GENS •'•.. N.7" 2 oF onto►:: G PAY 1 2111 ?771 ALV! 034.0 z a a 5 l iIRHm � acral age 8 <pdIzaha o- g .`.1321 .16S12 0 0 a 8 R 2 a 2 9 S E 6 5 6 c 3 drawing no. w10-18 • 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING g Al € r 1 I MIAMI-DADE COUNTY APPROVED 1j � MULLION & MULUON ANCHORS i I I SEE SEPARATE NOA EDGE 1 11 1 I DIST. I I I L1 _i•_ . I.1 TYPICAL ANCHORS -SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • • •••• • • • • 4 •• •••4 • 1 • • • • •• • • • J• • • tti • 0 • •• 1/4" MAK. EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. >x 11j " • • W •• • • • • • •• • • 0 2-3/8" MIN. hdl. WHEN USE0 THE MIN. WOOD BUCK DEPTH SHALL BE 216". THE USE OF DEEPER OR BEVELED W000050K5 IS PERMITTED. MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIOTH BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING N1 1BY WOOD BUCK TYPICAL WICIIORS SEE ELEV. FOR SPACING 1 1YPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Miami- l- a Product Control 0592 14AY 1 1 2 Ns�(NATEetOF 0R10r MI1111010 '‘ (sheet 7 01 111 _.._.._.._.. _.._.._.._.. _.._ I._.._. 2-3/8" MIN. hdl. WHEN USE0 THE MIN. WOOD BUCK DEPTH SHALL BE 216". THE USE OF DEEPER OR BEVELED W000050K5 IS PERMITTED. MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIOTH BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING N1 1BY WOOD BUCK TYPICAL WICIIORS SEE ELEV. FOR SPACING 1 1YPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 09/22/2020 By Miami- l- a Product Control 0592 14AY 1 1 2 Ns�(NATEetOF 0R10r MI1111010 '‘ (sheet 7 01 111 ILLUSTRATIVE DRS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI • •• • • • • • • TYPICAL ANCHORS -SEE ELEV. FOR SPACING FIN FRAME 06 I j.irile3 ▪ •• • • • • ••• • • • • JO • • o •1K • 0 BACKBED CAULKING • •+ • • (>w • • W •• •• • • • • • •• • WI B2 HOUSE WRAP NOT BY CGI W2 • •%• • •1 • TYPICAL ANCHORS: SEE ELEV. FOR SPACING #a SM$ (Fu = 74 KSI MIN.) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 0 WOOD STRUCTURE 1/4' MAX. NOT BY CCI GAP 1/2' MIN. BUCK WIDTH l/4' MAX. GAP l/2 MIN. HOUSE WRAP NOT BY CGI EXTERIOR W3 BACKBED CAULKING 1/2 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code Non -No. 15-0929.13 Expiration Date 09/22/2020 By Mlam • Product Control HAY 1120 • ••• • ••• • •• •• • •• ••• • ••• • ••• •• • ••• ITER PART 1 QUANTITY DESCRIPTION MATERIAL MANP./BUPPIJER/REMARXS E1 CGI -100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER E2 10I-113 - FRAME SILL 6063-16 CG1 EXTRUDER E3 111-102 - FRAME HEAD 6063-16 C01 EXTRUDER E4 161-103 - MELl1NG RML 6063-T6 CGI EXTRUDER E5 001-104 - LOCK RAIL - 6063-16 CGI EXTRUDER E6 161-105 - HANDLE RAIL 6083-16 CGI EXTRUDER E7 CGI -106 - SASH RML 6063-16 6063-T5__ 6063-15 CCI EXTRUDER CCI EXTRUDER E8 CCI -107 - 5/16' GLAZING BEAD E9 CGI -108 - 0.700" GLAZING BEAD COI EXTRUDER El0 CGI -109 - FRONT FLANGE ADAPTOR 6063-16 CGI EXTRUDER 111 111-110 - NAIL FIN ADAPTOR 6063-76 CGI EXTRUDER E12 CGI -135 - TF FRAME JAMB 0 FIXED CLASS 6063-16 CGI EXTRUDER E13 CGI -136 - TF FRAME HEAD 6063-T6 CCI EXTRUDER E14 111-139 - TF FRAME JAMB 6063-16 CG1 EXTRUDER E15 CGI -140 - 1" MUNTIN 6063-15 CGI EXTRUDER Et6 CGI -141 - 2.5" MULLION 6063-16 CGI EXTRUDER 617 CGI -605 - SCREEN FRAME 6063-T5 CCI EXTRUDER E16 CGI -114 - SILL SNAP IN 6063-T8 CGI EXTRUOER E19 0•I-115• • - SILL FILLER 6063-T8 CGI EXTRUDER rJo CS1.1=6• FRAME JAMB 6063-T6 CGI EXTRUDER • • •21 aP. CGI -117 • r -• • A HD LOCK RAIL 6063-T6 CCI EXTRUDER t•22 CGI -138 • - • ITF FRAME SILL 6063-T6 CGI EXTRUDER • • 11123 1••i-•-_ 00,109 i l FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER • • !-r>n-•-• GLAZING BULB 'ARYL (DURONETER 75-80 SHORE A) PVC - 81 CGI -382V • R12 C•01•1•1• • - • • • SCREW COVER (OPTIONAL) PVC - 4 • J13 CGIi142' 3' 0 %VIC EOUAL LEG COVER/SHIM PVC - t M4 - • 0.700' X 0.040" BEAD 0E1200 SILICONE SILICONE GE IA • 41t.5 ! •0.700' X 0.dtdp IED DOW 995 - SIUCONE DOW •A6 • • 0.700' X 0.444 •EED DOW B99 SIUCONE DOW • • 117 - 2/ LITE 5111140 BLOCK EPOM OUROMETER 80±5 SHORE A 88 • - - • !~• PROTECTO WRAP WATERPROOFING OR EOUN. - - • eel ROLLER TRACK PVC - 810 CC~C,}-128 • 2 PEe SA54.k• ROLLER HOUSING PILE WITH CENTER FIN NYLON WOOL - ULTRAFAB OR EQUIV. 811 W23201NG • • • 812 `C;-)77 • CO -131 1 PER SASH • 2 PER SASH EGRESS LOCK HANDLE RML END CAP ALUM. NYLON SULLIVAN 868 IA13 M14 391-N 1 PER SASH ANTIUFT BLOCK NYLON 1A68 MI5 - OPTIONAL RETICULATED FOAM 30 PPI - - 816 CCI -134 - JAMB SPACER PVC PROTOTYPE OR EQUN. 817 A30730401-32 . 1 PER WD. CAM LOCK ZINC TRUTH OR EOUN. M18 C0I-132 2PER 90. 2' SASH STOP PVC PROTOTYPE 819 CGI -111 0 FR. HEAD SCREW COVER PVC PROTOTYPE 820 CGI -125 2PER SASH SASH CAM (B/T BALANCE) NYLON M1M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY DR EQUN 52 - 2 OR 3 PER CORNER / 10 X 1 I/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 53 - 1 1/4" EMBED. 1 B X 1 1/2' LG. PHL. PH. SMS. FIN ANCHOR 5CREW - - S4 - 4 PER WD. 1 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - 55 2 PER WD. 1 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - 06 - - f 6 X 1/2' LG. ETI. SMS. 0 004-133 & CAN LOCK - - 58 - 4 0M. RML 1 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY 1411E1I90 RML - - 59 - 2 PER ANT1LIFT 1 10 X 5/8" LG. PHL PH. SMS. ST/ST. ANTILIFT SCREW - - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Data 09/22/2020 By Math - Product Control u U 0 u. 8 e4i d A 6 8 9 te c r-� a .6 drowing no. W10-18 (sheet 9 of 11 • • ••• • ••• • • • ••• •• ••• • ••• • ••• • • • ••• - 2.113-d tats - .065 .490 I ter ° "I /�(� J UI 'IV 2.440 r--- 2.440 1.550 L 1.680 1------ .7051 A i osD TIP. .864 .705Th -I .050 nP. ,864 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 26481.00 FAX. (305) 2626978 COMP-ANLAW1 1.601 2.348 .065 TYP. 1.301 2.846 2.101 065 nP. 1.301 �r� 1.220 1 � _U J 1.007 1 .050] .� E8 5/16" GLAZING BEAD Es .700" GLAZING BEAD E4 ` .0657 nP, MEETING RAIL .745 -- 1.155 - 1.155 - !- 1.395 ® NAIL FIN ADAPTER 1 395 1.449 E3 FLUSH 1.015 FRAME 1-.--1.368- HEAD ® FLANGE 1.015 FRAME HEAD L ,- 180 „ -1 496 °°0657711 ""--�� 052 Oho rI _2'3 b 1.015 1.015 ,.01 5 1.788 .065 nD P 1.220 2.264 ` fff 1.255 M3 FLUSH FRAME COVER F.-1.413 M2 SCREW COVER �jr- +-1.140-I 1.1401 4. • • ••• 0 • 3.685 • • •e• • • • • •2, • • • 5• • 3.930 s •11:1 • •g • 3. _ 85 _ .065 nP. 2.885 .D6D . IIP. SILL FILLER � (SERE SIMNEL 120 ALA HORQ. SLUNG Mt. (LM.I./S.MA.) ) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 ES LOCK 1.043 RAIL 1.788 1.450 I r-180 ••4 ti• • •••• �• • t Ir- •• • • ••-�� 2.440 ` • • • • • i • • • • .550 O FLANGE .060 ADAPTOR ♦•• 22 2.440 • FLANGE 'RAMIE SILL I• •••� • E2 FLUSH FRAME SILL 1015 TMP 271D 1.220 • • • • • •• 2.7372.737E23 •••d F • ® ALT. 1.043- LOCK RAIL • • • 63. 05 ♦ • 5 • P•IgYi ♦ • • __1J • W.613 • • • • I • •2.505 Pn0651. --- Ri -' ` 2.813 1-. o 0 a vt22zR Mn gggg o 3 u 1.892 .065 nP. 2.195 --i 1.000 .991 1.0CS 4 15 FA it -500 .991 2.737 aFLUSH FRAME JAMB (MOVING) 3.237 FLANGE FRAME JAMB (MOVING) a' E6 1.043 HANDLE RAILm .811 r I 1 .811 r_ I 2 v$ ,oao 2 2'222 i gic W$ a 2.505 - .065 TYP. 2.505 .065 nP. .025 PRODUCT REVISED es compiying wlfh the Florida Building Code NOA-No. 15-0929.13 , `\\\011 � P•• Z _ l' ' r AH i777 OENSF••.. �� •.71.92 r = ' 71 o o v > .- E 1. ' .g• 1.015 1.015 .085 1.395 .745 ( Et O FLUSH FRAME .500 1.245 JAMB (FIXED) ® FLANGE FRAME 1745 JAMB 1.000 (FIXED) - E7 O 1.015 SASH V-- RAIL drawing no. W10-18 1 0- 1 Expiration Date 09/22/2020TATE ' O•OF ..._ AAAy „( -.:1•9f51°1, -,‘,1c.7„, �4i11 1 1 2U1 ��iSS/QUAL „es'", Mia - de Product Control �G�G�� iiillliiltill\ (sheet 10 of 11) • •• • • • • • •••• ••41••• • • • • ••4••• • 1 • • • • • • • • •• •VENT TOP/BOTTOw CifRNFF; • •••• •• •• • • • • • •• • • !If • FIXED MTG RAIL CORNER FRAME TOP CORN FRAME BOTTOM CORNFR PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 0 912 212 02 0 By MIaml-D Product Control Z n� F�q ig oNo N telt') PI o o&Q 0 S c1.312• QvE6 uta t0 a6S1f 0 a V a � �r£ oi00 sfig x522 v 8 a drawing no. W10-18 sheet 11 of 11 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25'h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NQ4•aJraJl .be pro'ided 14 the user by the manufacturer or its distributors and shall be available for ins¢ection $t t?cv:op Syte:at the request of the Building Official. This NOA revises and renews NOA# 14-8731.5 and can:isis'3f this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econornv MANMADE COUNTY APPROVED • • • • • •• ••• ••• • • • •• • • • • • • • • • • • • • • . • • • 611811 • .•• • . . ••• • • • • • • • • • ••. • • • • • • • • • . . • •. • • . •• •• • . ••• . • • - 1 • .. NOA No. 15-0413.03 • Expiration Date: September 22, 2020 Approval Date: June 25, 2015 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated.03... . /30/10, signe.. and d . sea.led by Vinu J. Abraham, P.E. . (Submitted under NOA;No.10:O5aV) . .. . . . . ... . • .. ... .. . . . .. . ... .. ... ... ... •• ••• •• • • • • (/' Product Contr I! aminer •• • • ••• NOA N i �" -0413.03 .. . . . . . • • • . .. • . • . . . • • • • • Expiration Date: September 22, 2020 Approval Date: June 25, 2015 Manuel �, c(Z, P.E. ... • • E.- L .... . • . • • . • . . • . . ••• • . . • . • • . • • . . • • •. .. . . • •. •• ..• • . . .•. • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15.• ; • . .. ... .. . . . .. • ..• ., ... .•• •.. Manuel Per i.E. •• •• •• • • • •• /�! Product Control E tom' er • . . •. • • •• •• •• •• •• •• •• NOA No. 15-0 3.03 . .. • • • • • . • . • • • • ••• Expiration Date: September 22, 2020 Approval Date: June 25, 2015 ••• . .E:2. ••• i...t . . . . . . . .. .. . . . •• . . . ••• • ••• • ••• • f• ••• • 8" MAX,_ FLANGE WIDTH D.L. OPG. 18" MAX. SHORTER SIDES HEAD/SILL CORNERS O `-- FLANGE HEIGHT • • • • D.L OPG. II --1-t- I. I I I I I 1 it /. /, /i / 11 T AT_ -Tit II • II II O •• • • • ___JL - r III iI II -___JL -ter I II II 11 •• • • ••• •••• . • 1•• �I• -- • • • • •• • • • 1. rn O VI U � m 48" BUCK WIDTH D.L. OPG. 1 Ir I I // II __JL "/ 1L---_ �r Tr L Tr FALSE MUNTINS (SURFACE APPLIED) OPTIONAL •• • •••• • • • • • • FLA+JGE & FLAII IC ADAPV014 •FRAME ••••• • • • •• • •• SERIES lisp ItI:TINEL•ALIWNUM FIXED WINDOW • • 4FiARNTS LOAD SHOWNRATINGS EfOR4iNiiNEET 2. THES�•V 4DOVit TO BE AS PER CHa • 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 MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. 8" MAX. SHORTER SIDES EQUAL LEG FRAME r-INDOW WIDTH_, r---- 1 V THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FIVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. Z O Orn 49" FLANGE WIDTH D.L. OPG. 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH WINDOW WIDTH 18" MAX. SHORTER SIDES m 0 TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 6" MAX. CORNERS WINDOW WIDTH WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. WINDOW LENGTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 96" BUCK HEIGHT D.L. OPG. WINDOW WIDTH I I I . I 3 17" MAO. STRAIGHT SIDES FAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT — 3.00" D.L.O. WIDTH = BUCK WIDTH — 3.00" Engr: JAVA> AHMAD CML FLA. PE { 70592 CAN. 3538 2015 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code /5I p41 Acceptance No .talion Date "NW'I1f1211 By J' . •; 4 r , Miami •a de Product Control. N 0 z s 3 8 nix 1< N i3 O W N o n 3NM� O .M 00 0W zZ� 0 o IS rj .- r 1 FAX. (305) 593-6592 c 0 9 n 9 g 0 0 0 0 8 5 drawing no. W10-02 sheet 1 of 6 a • ••• • •••• • •• •••• 6" MAX. BUCK WIDTH D.L. OPG. 16' MAX. r HEAD/ ,-- 1 STRAIGHT SIDES 1 1 • • BUCK HEIGHT 1 • ••• D.L OPG. , II II II 11 Y11 Iy I I I I It , // '/ J1� I I I r • •• Y Y I u LL •• • • • • • h + 0 . w I I 11 —JL =r =--te II II II 11 Ir • • I r••• ; =n----•---- • I • • • •a ••• • • • •• • • • •• • •••• • • • • • • • •• •••• ••a••• • • • •• • • • • • • 1 • •• • •• • • • • • • • • • 46' BUCK WIDTH D.L. OPG. FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 16" MAX. STRAIGHT SIDES 6' MAX HEAD/SILL CORNERS FIN FRAMES 48' BUCK WIDTH D.L. OPG. / �i 1- TrL-_-- - 16' MAX. STRAIGHT SIDES TYPICAL ELEVATIONS ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES Engn JAVAD AHMAD CML FTA PE 70592 CAN. 3538 I16' MAX. STRAIGHT SIDES PRODUCT REVISED as complying with the Florida Building Code/S Acceptance No Leri Ex 'ration Dale Y%i '4 Mian •ode Product Co rn A a o oa<Q oE 520 ‘111„ite a6 it 0 0 SERIES SEN11NEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.) —� N 0 0 c 'drawing no. W10-02 (sheet 1.1 of 6 D85109 1.04D CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W p ,-. � N 0 FLANGE DINS. DUCH DIMS. GLASS TYPES 'C'YCI' GLASS TYPES 'D'&111.' FLANGE DIMS. BUCK DIMS. MASS TYPES 'C'&'CI' GLASS TYPES '19.011'1�U WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) . 1M.(-) AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 264-8=0 FAX (305) 262.6978 COMP-ANL\W1 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 /S� 42'36. 41' 35' 80.0 80.0 80.0 80.0 41' 40' 61.4 61.4 80.0 80.0 48' 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 60.0 30" 29" 80.0 80.0 80.0 80.0 3 60' 59' 80.0 80.0 80.0 80.0 30" 120" 35" 119. 72.4 72.4 80.0 80.0 l 61" 80' 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 NOTF. 30' 29' 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 36' 35" 80.0 80.0 80.0 80.0 36" 121, 35" 120• 72.3 72.3 80.0 80.0 42'4a"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 Ne. TTP BUCK 0I1.10 ) "� [ 1 60" 59' 61.3 61.3 80.0 80.0 SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.1.)) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI. FL 33172 61' 80' 81.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY - PSF 24' 23" 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'wow FLANGE FRAME 30" 29" 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) DR.(+) 1NT.(-) 36' 35' 80.0 80.0 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 42' b 41" S9' 70.2 70.2 80.0 80.0 28-1/2' 25-1/2' 80.0 80.0 80.0 _ 800 FLANGE DIMS 48" • • •47" •28, 61.3 61.3 80.0 80.0 37" 36' 80.0 80.0 80.0 80.0 BUCK DIMS• 54' •• •• •• •53" •• a •54.3 54.3 72.5 72.5 48" 47' 25, 80.0 80.0 80.0 80.0 1 1 • • •6Q' 5 " • • • 4Q6 48.8 65.1 65.1 53-1/8" 52-1/8" 80.0 80,0 80.0 80.0 61" • • • • •6i' 48.8 48.8 65,1 65.1 81' 60" 60.0 80.0 80.0 80.0 it-'EGUAL • •21,'• �" •• • 0 �0 80.0 80.0 80.0 19-1/8' I8-1/8" 80.0 80.0 60.0 80.0 FRAME 6 30' • 29' • • • i 80.0 80.0 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0 LEG 3 • • 80.0 80.0 80.0 80.0 37' 38-3/8" 36" 37-3/8' 80.0 80.0 80.0 80.0 • • •• 42' •••.35" 7. • 41. • • A., a 70.2 70.2 80.0 80.0 48' 47" 77.1 77.1 80.0 80.0 BUCK DIMS 0 • b a' • • p• • • • a •61!3 81.3 80.0 80.0 53-1/6" 52-1/8' 77.1 77.1 80.0 80.0 r 1 • • • •5�� • • 5j" • • a x54.3 54.3 72.5 72.5 61' 60' 77.1 77.1 130.0 80.0 60" •• • • 48.6 65.1 65.1 19-1/B' 18-1/8" 80.0 80.0 80.11 80.0 ----i- +- • • 1" • • 60" • • ••!L8 48.0 48.0 64.0 64.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 I 8 c 3 t6 a 0)p s W = 3 P -Pg z N i g Q • 23" • • a Oath B0.0 80.0 80.0 80.0 80.0 80.0 80.0 FIN FRAME 21<• a • •3p" • • y' • • • • a 0940 80.0 80.0 80.0 37'50-5/8. 48' 38" 47" 49-5/8' 61.3 61.3 80.0 80.0 36" • • 33" 78.2 80.0 80.0 53-1/8" 52-1/6' 58.0 58.0 77.4 77.4 BUCK DIMS • 42' 84 • •41" 61S.• _78.2 •-• j0 70.0 80.0 80.0 61' 60' 58.0 58.0 77.4 77.4 I • • •4!" . " • 6L.3 61.3 80.0 80.0 75-1/4' 74-1/4' 56.0 58.0 77.4 77.4 54' • •••• • 5j." 54.3 54.3 72.5 72,5 93-3/4" 92-3/4' 58.0 58.0 78.5 76.5 FLANGE ADAPTOR FRAME 56' 55" 52.4 52.4 69.8 69,8 19-1/8' 18-1/8' 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 /I 1 30' 29' 80.0 80.0 80.0 80.0 •,,,37' 38" f 80,0 80.0 80.0 80.0 / '7>FLANGE DIMS a 38'97• 35" 96• 75.6 75.6 80.0 80.0 48' ' 83' 47" 82. "'61.3 61.3 80.0 80.0 c o..'',.7;?: 8 .' o' v B o � o 2 g 42" 41' 65.2 65.2 80.0 80,0 53-1/8" 52-1/8' 55.3 55.3 73.7 73.7 NOTE: 48" 47" 60.6 60.6 80.0 80.0 61' 60' 48.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE 49" 48" 59.6 59.6 80.0 80.0 75-1/4" 74-1/4" 46.5 46.5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1,2...., ?` LL y-5 24' 23" 80.0 80.0 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION I y 8 �, b 5 30' 29" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 DECLARATORY STATEMENT DCA05-DEC-219 36" 102" 35" 101" 74.6 74.6 80.0 80.0 37" 36'78.9 78.9 80.0 80.0 Engl.: 38/80 AHMAD PRODUCT REVISED 42' 41' 65.7 65.7 80.0 80.0 46" 76' 47" 75" 61.3 61.3 80.0 80.0 CIVIL FLA PEI 70592 as complying with the Florida 46' 45" 59.3 59.3 80.0 80.0 53-1/8' 52-1/8' 55.3 55.3 73.7 73.7 7 C.A. 538 rB ^ Building Code ,�. Acceptance No 3'VW '.Q 24' 23" 80.0 80.0 80.0 80.0 61' 60" 48.0 48.0 64.0 64.0 Lac '..lion Dale -7:04,..y '2O 30' 29" 80.0 80.0 80.0 80.0 BY d%� drawing no. W10-02 36' 108• 35' 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 . 015 Adil,A / Miom' 4ade Product Contral� 42' 41' 62.4 62.4 80.0 80.0 �1D 44" 43" 59.1 59.1 80.0 80.0 sheet 2 of 6 ) • • • • 3/16" ANN. GLASS .075" Interlayer Salley, CP With PET Core By 'Eoslman Chemicol Co.' OR .090" Interloyer Satlex Cteor Md Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryClas 'E.I. DuPont De Nemours & Co., Inc. OR 090" Interloyer DuPont Bulocite PVB By 'E.I. DuPont De Nemours & Co.. Inc.' 3/16" HEAT STREN'D GLASS i ca •11`�� 01 Inl�L fj 771 W ® AT 1/4 POINTS ON LTTES • • • 0 WIDER THAN 36" • • •I4 •••• SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 • GLAe, TYPE 'C' • 771"•OVERrtL LAM. GLASS (L.M.I. & S.M.I.) 5 -3/16" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saflax Clear And Color Glass By R 'Eastman Chemical Co.' 090" Interlayer DuPont SeniryGloe By 'E.I. DuPont De Nemours & Co., Inc.' OR 090" Interlayer DuPont Bulocite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS hal a , L lit SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 PONTS ON UTES WIDER THAN 36" GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS • • • • • • • •••• • • • •• • • • • •• • •• •• • • • • 370" NE? FACE • • • •VLFW" HEAT STRRI' D GL. S • • • • •• • • • /11" AVIA GLASS .075" Interlayer • • •911 flex CP With PET Core • 'Eastman Chemical Co.' 090" Interlayer • • • •Soflex Cleor And Color Class • • ,d 'Eastman Chemical Co' • •.Q90" Interlayer DLPont SentryGlas •BY 'E.I. DuPont De Nemours & Co., Inc.' •.090" Interloyer 3/16" HEAT STREN'D GLASS *Pont Butocite PVB * 'E.1. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS 3/8" NR SPACE- SIUCONE 111ti GE 1200 DOW CORNING 899 !_'d OW CORNING 995 n Eli OR STEEL BY 'CARDINAL' I�Y-1f� ORRASEAL BY 'OUANEX' + L SUPER SPACER BY 'QUANE%' 0 C. O a 0 W AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl 1' OVERALL INSUL LAM. GLASS (s.M.1.) IN ORDER TO QUAUFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cr & '171' MUST BE TEMPERED. (L.M.1. ONLY) 3/16" HEAT STREN'D GLASS .075" Interloyer Saflax CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Satlex Clear And Color Glass O'Eastman Chemical Co.' R .090" Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' OR 090" Interlayer DuPont Bulocite PVB By 'E.I. DuPont De Nemours & Co.. Inc.' 3/16' HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 0 O w 54 W XL EDGE SPACER ST. STEEL 81' 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER 8Y 'QUANEX' AT 1/4 PONTS ALL SIZES GLASS TYPE 'D1' 1' OVERALL INSUL. LAM. GLASS a do�i!iI! I�14 SILCONE GE 1200 DOW CORNING 899 DOW CORNING 995 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'Ci' & '01' Erigr: JAVA!) ANMAD CML FLA. PLS # 70592 C.AN. 38 MAY PRODUCT I EVL5ED m complying with the Florida Building Code/5_C D ACttpterue No tTu.iration Dote-rjti7 p Mb NAimn' I:xin Pro. uct Cone rey"U p o 0 :101 o o -e tf.tOtO i 'W f0 N S 3 N R U 0 3 0 0 h 0 0 s 0 0 a 7 drawing no. W10-02 sheet 3 of 6 • •• • •• • • •• • •• • • :• •• • • •• TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS fe = 3000 PSI MIN. L k) 0, nail IV COUP—ANL\W1 O-02CC1) TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ' THESE DETAILS ARE TYPICAL • ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2648100 FAX (305) 262-6978 INSTALLATION DETAILS THRU 1X 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 ,I I OR WOOD BUCK FOR SPACING OR WOOD STRUCTURE . TYPICAL ANCHORS METAL STRUCTURE ® © ULur ® �S 03 �I O '� 1 N SEE ELEV. FOR SPACING - ` O ® TYPICAL ANCHORS SEE ELEV. FOR SPACING (111 , • I : ��-::�� ":� II J l'��ii� ® �-uiIIIIA�I IIJEiI ;; ..- v A z § Q1/4- m d z Wx■• CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 •�' �...I 144. . v- iiiiirt rp I—�1� ® MIN.. ii3�1�1111 Min °' .. WOOD " ' v ° 1By .. • • TYPICAL AI(I:HORS SEE ELEV. FOR SPACING 111��LL My uil o ' ® ® • • • ••• • • • • • . . MAX. .- • • • • • • • • • EQUAL LEC • • • • EQUAL LEG SHIMS EQUAL LEG . EQUAL LEG ., a ® • • • • • • • 2BY WOOD BUCK• OR a METAL �, I•• •••• • A l WOOD STRUCTURE C v 1E STRUCTURE ® I TYPICAL ANCHORS • • • �•• OD • •_f��r_lFOR Flifir4 i SEE ELEV. SPACING ® o = ..; �� At�� ' IIBahim. r ' ..tlIN II Lv ,revisions: )I ° u m vg2 h R o 33 3 01 2 j ... • i .1 ® fir a IM (11i1 ° 0f • 11%+ Mil• • • -q i J TYPICAL A AA 1111•••�� ®LSA Lir1 ® SEE ELLV. L.a'�I •If FOR SPACING 'v °. _ WOOD •Ti°• • ., v • • ' IBY BUCK TYPICAL ARICHORS SEE ELEV.` FOR SPACING ® ,I 1 CD TYPICAL ANCHORS SEE ELEV. FOR SPACING \ Z ', ao a - o b g TYPICAL ANCHORS: SEE ELEV. FOR SPACING SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST ED IOP TTHE STRUCTURE. GLAZING SYSTEM o o W , ,n ! e • 1 .. t ,4114 'ITW' INTO METAL STRUCTURES AND THEM TO H BUI LDING 1/4" DIA. TAPCON BY (Fu=120 KSI, Fy=92 KSI) 'ELCO'Fu-177 STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) 1/4" DIA. ULTRACON BY KSI, FY -155 KSI : ( > ALUMINUM : 1/8" THK. MIN. (6063-15 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1-1/2" MIN. PENETRATION INTO WOOD Env:JAVA° ARAM CML M. PE Y 70592 C.AN. 3 7g PRODUCT REVISED ea complying with the Florida Building Coda Acceptance No Ira" �I Q THRU 1BY BUCKS INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SC (GRADE 2 CRS)Bx.irelionDate '%71Y.(' 0ZD 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY MAY 201. DY Mlaoi a dePro. uctCintwl drawing no. W10-02 (sheet 4 of 6 ) $ TYPICAL, INSTALLATION DETAIIS 4"U .113, COMP -ANL \W10-02001 ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2646100 FAX (305) 2626976 INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULUONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4• MAX, ® SEE ELEV. 28Y WOOD BUCK FOR SPACING OR WOOD STRUCTURE SHIMS TYPICAL METAL STRUCTURE 63 ��jj I _' ® A3 i SEE ELEV. FOR SPACING a c ® TYPICAL ANCHORS FOR SPAC!L11 11.4111111111111N FOR SPACING um ill gall 121) 1,911•Niiii1111 1 ii i ',SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(s.M.1.)J CGI WINDOWS Sc DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 1011, Wil'aidi :\ Nem fill • �� 'WOOD v • • • 191 • • BUCK TYPICAL ANCHORS SEE ELEV. ' FOR SPACING •• •• ® ibi ® s 0 v N •••• •• • • - • • • 1/4. MAX. BUCK HEIGHT 1/4" MAX. • • • • • 2.7/8' MIN.• • • • • • GAP CAP •••• a •••• •i\•• WOOD STRUCTURE NOT BY CGI 1/2• MIN. i/2• MIN. `�>> E2 C2 •••• • •• 2 3/8 MIN. •re* • • • • •• • i* •• • FIN FRAME '� M2 BACKBED '''.- • • • CAULKING • $•• • N • •• 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING r `-� t/ aescnP-tion NO CHANGE TMS SHEET NO CHANGE THIS SHEET UPDATED TO 201A FIX HO CHANGE THIS SHEET 11••• • ••• `‘ N8 SMS (GRADE 2 CRS) a - w = a • • • • • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MINI WOOD • 1-1/4" MIN. PENETRATION INTO WOOD • • • • BUIL 1)6Pjl; SHALL Be 23fi'. • THE USE OR DEEPER OR BEVELED WOODBUCKS IS PERMITTED. HOUSE WRAP E3 NOT BY CGI EXTERIOR BUCK WIDTH BUCK WIDTH LYd ■'1111 I F =____ 11 I1---'-- MIAMI-DADE COUNTY 1 MIAMI-DADE COUNTY APPROVED APPROVED MULLION I MULLION & MULLION ANCHORS IF�1I I ^^��''�� 1 II� &MULLION ANCHORS SEE SEPARATE SEE SEPARATE NOA I 1 NOA r 01 b o '1 d St i y 3` 1 ...=m--_ JJEn9r: JAVAD AHMAD CMLPRODUCT REVISED' 1 _ HI FIA.PC 70592 us complying with the FloridaI •�1� C.A 538Buildiu Code Accept-Qap os IL __JI TYPICAL ..iratagoce Date A,irelion Dute �73dy rr2D #14 x , SMS. ANCHORS SEE ELEV. FOR SPACING 015 BY de... „• Mia Dade Productocl on of Browing no. W10-02 sheet 5 of 6 J FLANGE FRAME E2 FLUSH FRAME/FIN FRAME • • 675 • ••• • •• • •.995 �. 9115 ••• • • � 1. • • • • • • • • • • � •••/-E• • • • 1.04 GLAZINg%EAl tVM. GLASi)• •• • • •• • •.120 •••• • • • • • per• •••• 995 TYP. a • • • • • •• I-1.184• • • •• • • •:E4 4.AZING BEAD (LAM. INSUL. G 4jSS•) 1,000 .500 II I-1 NG ANGLE (LAM. INSUL. GLASS) 1.550 lit_ .050 -1 .130 .065 1.680 1.395 NAIL FIN ADAPTER 6— .550 1.450 .050 FLANGE ADAPTOR .180 8 j--1.395 LI I .180 .050 r .065 FLUSH FRAME COVER .050 1.119 _2f1 1.081 SCREW COVER ITEM PART if QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS El CGI -118 4/ WOW. FLANGE FRAME 6063-16 - E2 CGI -119 4/ WOW. FLUSH FRAME/FIN FRAME 8063-T6 - E3 CGI -121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-76 - E4 CGI -123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - E5 CGI -110 4/ WDW. NAIL FIN ADAPTOR 6063-06 - E6 CGI -109 4/ WDW. FRONT FLANGE ADAPTOR 6083-T6 - M1 CGI -382V AS REQO. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A 1.12 CGI -124 AS READ. SCREW COVER- OPTIONAL PVC - M3 CCI -112 AS READ. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8') 6063-15 - A45 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 #l0 X 1-1/4- 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS Engr: JAVAD AHMAD CML FLA. PE # 70592 CA 3538 2015 PRODUCT REVISED as complying with the Florida Uuilding Code Acarplanco No 15- • 03 irolian Dalo �iL'y 102a By 4//, Miai an de Product Canal) • N 0 FAX. (305) 593-6592 c0 u a v 0 drawing no. W1 0-02 sheet 6 of 6 t • M IAM I•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25`h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.T. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "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 A1-Farooq Corporation, signed, sealed by Javad Ahlnad,,P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA. shall.be.prgvided Ftp the user by the manufacturer or its distributors and shall be available for inspection et 1tca jo'b zit: of t13e request of the Building Official. This NOA revises NOA# 12-1220.15 arsi corlsjitso:4.1h s page and.evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . .. .. ... ... ... •• . . . • • . . ••. .• . •... .. . .. . . . . • . . • • . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midadc.aov/economy MIAMI•DADE COUNTY APPROVED • • . ... . . • . . • . . • ... . . • • . . . . . • • . . • .• .. • . • .. .• ... . . . •.• • . NOA No. 15-0420.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5« Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 • .. 00. . . . . . 00 . . •• • . . 410 00. 00 . . . 00 . • ... .. ..0 00. 00. • . . . • • . • . . •. . • . • • • • • • • • • • • • . • • • • • • • 0 •. • • • • • ... . . r;-1 00. • . . . • . •• • • • 4100 • • • • • • • • • • • • • • 00 00 • • • 00 00 000 • • • 0011 • • Manuel P , P.E. Product Control 1 xa iner NOA No. 1 -1420.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 CGI Windows & Doors 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-5'h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted wider NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. .. ... . . . . . .. . • • . . • • . . .. ... .. • • . .. • ... .. . ... • . . ... ..•• • • .. • .. . . . . . . . • • .. • . • . . . . . ... ... •. . E-2 •.. . . • . •. • • .• . • • . . . . . • • • . • ..• .. • • • ... . ... • • • ... . . Manuel' er ' .E. Product Control E ner NOA No. 15- 20.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 • ••• • ••• • • • ••• •• ••• • ••• • ••• • • • ••• 4 j-L000��.125 - h•• oiii .250•H0 1E ai1iC (0�9 pp1 I 2,000 ,125 2,000 0 .125 \► ► = ► C ,ffi In 0 q� V F y$ =� / 14* = • 4.000 ISI , r TYPICAL GUZINC PRODUCT 4 p, '" moi O0 g L° Ix = Sx = .332 IN\40ri .332 IN\3 CLIP 2.000 ANGLiH IIiJ:6063-T6 - w' ` I. '__; lr y 6.000 ry 2.000 I llllll 3.000 .000 - y a 0 a 0 N m p 3 LL IL 2 trN1 - a 4 Z t.1 s 0 1X2 6083-T8 MULLION -2.002-y r 1_I.125 r1.000-.1� • 125 3.000 • 1•• • -.- • • • •••• 4 a,125 • • • • • • 4,000 4 • c• - • • -•-.125 � U7 e1 •W DIMENSION MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS N MULLION W - IN. HORIZONTAL OR VERTICAL v1 a ii 2" 1.688 SEE WINDOW OR DOOR APPROVAL p 3" 2.688 FOR FASTENERS SIZES AND SPACING 2 4" 3.688 o 6" 5.668 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY to 0 L LI 0 W 1•• Ix SX 1 • • •• = .9502 - .633 1X3 • IN\4 IN\3 •••• MUMLIONi • r 4 .... • • • • • •• • IX 2.9762 IN\4 • • 636 = 1.48131 IN\3 • APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. Z 0 N p, --- 715 RECTANGULAR ALUMINUM TUBE MULLIONS E- > GLLi{ n,'", Fp, z� 6063-16 2X4 MULUON USING MULLION PROPERTIES ONLY z z . • • • • • 4 •••• • 6083-T5 NOTES'n 0 o - • • • • • • • •• 4 •••• 2.000 125 I.B70 .125 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY J Uo5. HURRICANE ZONE (HVHZ). 1 • • • • • • • • • • 040 • 4 • • • 1 4 • • if.105 • • • • • • • • 4 1 -� I - ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. ^ 4.000 MULLION CLIP FOR 1 BY TUBE WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USED, SPACED AS SHOWN ON DETAILS, EMBEDMENT i 6 o 6 >' 0 G01 -38363-T6 TO BASE MATERIAL SHALL BE BEYOND WAU. COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL E 13Pn m rc' 5 1 g G 4.000 125 6,000 --.125 1,700 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. a MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 0 8 _ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS; 0 p 'H v = r a n USE CHARTS AND GRAPHS AS FOLLOWS. u 20w,..0 2.000 .125 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 n •--� •--- --� FOR PARTICULAR OPENING. DADE rl 'IAS AHMAO PRODUCT REVISED h STEPUSE COUNTY APPROVED GLAZING PRODUCTS MEETING 2 ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML MA. P # 70592 C.A.N. 538 as complying wish Lhe Florida Building Code Acceptance No �,'•'ZO. lx = 2.0374 IN\4 Sx = 1.0187 IN\3 1X4 MULLION Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION 4,000 _ APPROVAL. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP 4 // Expiration Date :Amu': �X1kg I'M d 1 asa a 8 a 5 MUI LION CLIP FOR 2BY TUBE DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS �U 1 r 2015 / /�1�,.---• Mian' 4ado Product r > drawing no. C2I-395 STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. M95 -13A 8083-166063-T6 6063-16 sheet 1 of 5 4 IZ • • • • 20 •• MULLION LOAD CHART -. 1'x2"x1/8" ALUM. TUBE ND STEEL CGIIX2 VERTICAL MULLION • • • • W 3 j \-5 2 •0 5 0/ 0 •66 • m 36-',/8- MUL SP m m P m ~ 00 m 0400 OS r 1,11111111 m a kl':7‘ • • • •• •• • • 00.,00 0000 • • •00• • • • • • ••••• 2630 36 40 45 60 •55 •60 A5 70 76 • TRIBUTARY WISIw • ** S • 1111_1_11 ON Late ART 80 85 R 2x4x1/8 RAM. TI .E 0.00 STEEL•0 CGI22C4 VERTICAL MULLION • • • • W 3 j \-5 2 •0 0/ 0 •66 • m m ~ 00 • 0400 OS m • •• •• • • • m P lik • 56 • m . mD• 6:- m 74-1/4" HUL_ S' 0 B - 74^1/4 g6 - a .108" \ ::;;-oe 84' 20 26 30 36 40 45 60 66 60 65 70 76 80 86 TRIBUTARY WIDTH - INCHES 01 m MULLION LOAD CHART LL m de' gm J m 61 m N W O 0 N v m X20 .1x3x1/0 ALUM. TUBE 'NO STEEL CGIIX3 38- 3/8" 50-6/8- LL -SP 74-1 /4- 4 m 01 26 30 35 40 45 60 55 60 66 70 75 88 85 TRIBUTARY MOTH - INCHES MULLION LOAD CHART 2x6x1/8 ALUM. TUBE NO STEEL CGI2X6 74-1/4' m 84 MUL SPAN 96- 108' 120" 20 26 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 6. 0 m MULLION LOAD CHART \ VERTICAL MULLION O GLAZING PRODUCT GLAZING PRODUCT 3 j lobo!/8 ALUM. TUBE NO STEEL COI1X4 2 m ~ 60-5/8' m m P lik 56 m . 6:- m 74-1/4" HUL_ S' 0 B - N g6 - a .108" \ 20 25 30 35 40 46 60 65 60 66 70 75 80 85 TRIBUTARY WIDTH - INCHES wl wz ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON PRODUCT 0 GLAZING PRDDUCT GLAZING PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) — WI + W2 2 NOTE' MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Engr: JAVAD AHMAD CML FLA. RE can C. X538 28 2015 PRODUCT REVISED as complying with the Fluids Building Code t_,-♦�-QB Acceptance No 17-".40"-08 PA trillion Date 3I:17.7J)0' 200 Mi Dade Product MU WON\M95-13A ) ELEVATIONS AND DETAILS Z O n N O (0 R G 5 n 01 5 5 2 0 w v 8 w g 0 1 S — drawing no. M95 -13A sheet 2 of 5 VERTICAL MULLION O GLAZING PRODUCT GLAZING PRODUCT 3 j 2 wl wz ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON PRODUCT 0 GLAZING PRDDUCT GLAZING PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) — WI + W2 2 NOTE' MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Engr: JAVAD AHMAD CML FLA. RE can C. X538 28 2015 PRODUCT REVISED as complying with the Fluids Building Code t_,-♦�-QB Acceptance No 17-".40"-08 PA trillion Date 3I:17.7J)0' 200 Mi Dade Product MU WON\M95-13A ) ELEVATIONS AND DETAILS Z O n N O (0 R G 5 n 01 5 5 2 0 w v 8 w g 0 1 S — drawing no. M95 -13A sheet 2 of 5 • • • • • 4 • N • m • m • . • •• ••• • • ••• • 2 ANCHORS AT MULLION ENDS ANCHORS TYPE A C0IA2 20 26 30 36 40 46 50 66 60 65 70 TRIBUTARY WIDTH - INCHES Em 10 • • • •• 8 M CHORB AT MULLION ENOS 76 8O 86 20 26 30 35 40 46 60 66 60 66 70 76 TRIBUTARY WIDTH - INCHES CUP \A\.NCHORS • • • • • • • GLAZING • • • • ANCHORS TYPE BH *nano • 3603•••• • • I• • • • • • • • • • •••••• • • • • • • • • • • • • • • •••••• 50-0/ ' 1 • • • • • .a••• •••• • 4 • • •••••a • •• • • \:\''':‘:":0- • 20 26 30 35 40 46 60 66 60 66 70 76 TRIBUTARY WIDTH - INCHES CUP \A\.NCHORS W1 CLIP ANCHORS W2 CUP ANCHORS N 4 ANCHORS AT MULLION ENOS 8-3'8' SPAN 4- 4- 6" 0 ANCHORS TYPE A CBIA4 20 26 30 35 40 46 60 56 60 65 70 76 80 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS AT MULLION ENOS ANCHORS TYPE B11 COMM 38 -3'B - 9m Dm od O 20 25 30 36 40 46 50 66 60 66 70 76 BO 86 TRIBUTARY NIDTH - INCHES HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE e_ VERTICAL MULL ON b GLAZING GLAZING CLIP PRODUCT PRODUCT ANCHORS W1 CLIP ANCHORS W2 CUP ANCHORS N 4 ANCHORS AT MULLION ENOS 8-3'8' SPAN 4- 4- 6" 0 ANCHORS TYPE A CBIA4 20 26 30 35 40 46 60 56 60 65 70 76 80 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS AT MULLION ENOS ANCHORS TYPE B11 COMM 38 -3'B - 9m Dm od O 20 25 30 36 40 46 50 66 60 66 70 76 BO 86 TRIBUTARY NIDTH - INCHES HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE MULLION SPAN TYPICAL MULLION ARRANGEMENT$ WIDTH (W) WT + W2 2 ea 2 ANCHORS AT LION ENOS 38-3/8 ANCHORS TYPE B 58882 m 4 80-6 20 26 30 36 40 46 50 65 60 66 70 76 80 86 TRIBUTARY WIDTH INCHES m 20 2 ANCHORS AT MULLION ENOS ANCHORS TYPE BF Ian 26 30 36 40 46 50 66 60 65 70 76 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTS ANCHORS 'A'A' 00 5, 8 m 2m 9� 4m r d 4 ANCHORS AT 3" MULLION ENDS L\ SPAN 80-6'B- 4-1 6' 2 ANCHORS TYPE B L0re1 /0' 20 26 30 36 40 46 68 66 60 66 70 76 80 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS AT MULLION ENDS B -3'8- ANCHORS TYPE BF C8814 135 20 26 30 36 40 46 50 66 60 65 70 76 80 86 TRIBUTARY WIDTH INCHES NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) APPLICABLE TO ANCHORS INTO 2RY WOOD BUCKS OR WOOD STR 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 MASONRY ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY UCTURES PRODUCT REVISED as complying with the Florida Acceptance t ��. 2�1B AcIIdUlg a Code !'�-o4 o. Expiration Date 13y Miwn O O O 0 o 0 3i(0^o o (45 U) NM� zz 30 •g O 8080 0 0 0 D 3 8 B 1 2 1 drawing no. M95 -13A sheet 3 of 5 ANCHOR DAL #1 GLAZING GLAZING CLIP PRODUCT PRODUCT ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENT$ WIDTH (W) WT + W2 2 ea 2 ANCHORS AT LION ENOS 38-3/8 ANCHORS TYPE B 58882 m 4 80-6 20 26 30 36 40 46 50 65 60 66 70 76 80 86 TRIBUTARY WIDTH INCHES m 20 2 ANCHORS AT MULLION ENOS ANCHORS TYPE BF Ian 26 30 36 40 46 50 66 60 65 70 76 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTS ANCHORS 'A'A' 00 5, 8 m 2m 9� 4m r d 4 ANCHORS AT 3" MULLION ENDS L\ SPAN 80-6'B- 4-1 6' 2 ANCHORS TYPE B L0re1 /0' 20 26 30 36 40 46 68 66 60 66 70 76 80 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS AT MULLION ENDS B -3'8- ANCHORS TYPE BF C8814 135 20 26 30 36 40 46 50 66 60 65 70 76 80 86 TRIBUTARY WIDTH INCHES NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) APPLICABLE TO ANCHORS INTO 2RY WOOD BUCKS OR WOOD STR 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 MASONRY ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY UCTURES PRODUCT REVISED as complying with the Florida Acceptance t ��. 2�1B AcIIdUlg a Code !'�-o4 o. Expiration Date 13y Miwn O O O 0 o 0 3i(0^o o (45 U) NM� zz 30 •g O 8080 0 0 0 D 3 8 B 1 2 1 drawing no. M95 -13A sheet 3 of 5 1 (sheet 4 of 5 ) • • 2 A2X 1 ALUM ANGLE M 14 S.M.S. 2/ ANGLE I Oa I1'iC_ X1111 MULLION MULLION 2X2IAX 1/8' 2i ALQ/ANGLE ••� LONG 4/4" 9 ULTRACON 1/ ANGLE > 4 18Y OR 2BY W000 B0UCK • ••1I• 0 • I • 1 a 10 8 = •41.4 • 1 • • a • •t • I ci � ••• • • • • • • i •• • • • 2 SCREWS PER INK REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACI'�°1ENTS PID=4APPL�ABLE FOR 1"X2" TUBE MULL • • MULLION 2 X 2 X 1/8" ALUM ANGLE r 2.000 PRECAST CONC." SILL'Q.. MIN. 2 4 11 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 tf 14 S.M.S. 2/ ANGLE MULLION MULUON n 1/4" 0 ULTRACON 2/ ANGLE 8 ri 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG 181 OR 28Y WOOD- BUCK 1.500 MAX. 1 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL NBTCH WOOD BUCK TO ACCOMODATE CLIP.ANOLE TO MASONRY 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE z MULLION 2 X 2 X 1/8' ALUM ANGLE 3-5/8" LONG ° CONCRETE OR NASONRY BLOCKS 8 s 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS 5490 JAVAD AHM45 CML FLA. PE t570592 CAN. 38 UL 2 0 20 PRODUCT REVISED as complying wish the Florida Building Code t5"o°zA QB E%cceimIionplanreDale No B!7w';W�8 By j 0nn' Anda Product u ra z 5) O t a• o h °t o0-QQ8 o 2i VW a Q 64a 0 TIONS AND DETAIL z 0 4) v 0 N a c 3 41 drawing no. M95 -13A • ••••l • • • • • • • • • • • • • • a• oo • • MULLION CUP MULLION MULLION • • • • •••• • .1/4. 9 ULTRACON ', 1% ANGLE Jo 1BY DR 2BY WOOD BUCK 1, �i ••s • •• • • • • • •• • • MULUON PRECAST GONG` a SILLe.. • • •• • • • •• z NOTCH CUPS TO - MISS MARBLE SILL OR TRIM l/4• DIA. ULTRACON 1-3/8• MIN. EMBED 1/ ANGLE MULLION CUP MULLION MULUON tia.1/4. 0 ULTRACON 2/ ANGLE 1BY OR 2BY WOOD. BUCK SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS NOTCH' WORD BUCK TO ACCOMODATE CLIP,ANGLE TO MASONRY MULLION CUP MULUON 4 -, • CONCRETE OR NASONRY BLOCKS Engr: JAVAD AHMAD CML FLA. PE 1 70592 CAN. 538 7 i JU(282015 i PRODUCT REVISED as complying with the Florida Building Code Acceptance No TiaOQ2D� Expiration Date �;�11�):0,20 By Miern a ade Product Control ELEVATIONS AND DETAILS 0 O drawing no. M95 -13A (sheet 4.1of 5 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE ¥PF•}B'-61/4" DIl ULICON BY 'ELCO' (Fu -177 K51, Fy=155 K51) • • ••"110 DIRECTLY• INW3 CONCRETE • • •1-1/2" MN. EMAD INTO CONCRETE •• • • • • • • •• • 1YPL•'OH'-•1/4" DI4 ULTRACON BY 'ELCO' (Fu=177 K51, Ey-155 KSI) • DIRECTLY•IA1D•F t!LOW BLOCKS •••• 1-1/4" MWEM6•D INTO MASONRY • • • • :HRU 113 1P40W46MNT0 MASONRY 1-1/4" MIV!•ED INTO MASONRY •• • TYPE•'BP- t/4" Die illjeVeN BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) DIRECTLY II�TQ•F l.ED BLOCKS • 1-3/4" MI .•EMBED INTO MASONRY •• •••••• =HRU 1BY BUCKS INTO MASONRY •• • • •4-1/4" :IN. EIFJ INTO MASONRY YYPICAL EDSE DISIANC� • WTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS 5C = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 P51 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. ACCESS HOLE 114 X 1/2" s.M.s. SEE CHART FOR QUANTITIES TUBE MULLION ANCHOR CHART NO. OF SCREWS TYPE A & 0 2 TYPE B 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN ERHER DIRECTION At 4,. 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION #14 X 3/4 FH SMS 1 PER CUP AT 152 & 1X3 MULUON 2 PER CUP AT LARGER MULLIONS MULLION 1BY OR 2BY TUBES ANCHORS DETAIL 41 METAL TO METAL CONNEC110N Env: JAVAD AHMAD CML FIA. PE 70592 C.4CN. JUL 2 01015 PRODUCT REVISED as complying with the Florida Building Code 15"0420"0 S Acwptance Na Expiration Dale MayallA 2018 Mi Dade Product Conr, — O 02 0 5 0 0 0 0 0 0 4 5 0 S 0 0 0 0 2 1 2 r. 0 1 ti drawing no. M95-1 3A (sheet 5 of 5