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WS-16-1752Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Expiration: 12/27/2016 Applicant 9650 NE 5 Avenue Road Miami Shores, FL 1132060170160 Block: Lot: THOMAS & LISA MCCARTHY • Owner Information Address 9650 NE 5 Avenue Road MIAMI SHORES FL 33138- 9650 NE 5 Avenue Road MIAMI SHORES FL 33138- Phone CeII Contractor(s) PRESTIGE WINDOWS & DOORS Phone (305)820-5999 CeII Phone Valuation: Total Sq Feet: $ 19,390.47 246 Type of Work: REPLACE 3 DOORS AND 2 WINDOW OPENIN No of Openings: 5 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $2.25 $2.25 $4.00 $150.00 $9.00 $16.00 $195.50 Pay Date Pay Type Invoice # WS -6-16-60313 06/23/2016 Check #: 6267 $ 50.00 $ 145.50 06/30/2016 Check #: 6294 $ 145.50 $ 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 in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify th-'al he foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.Futlze or:,`( authorize the above-named contractor to do the work stated. Authorize .1- gnature: • Applicant / Building Departmen Copy o ractor Agent June 30, 2016 Date June 30, 2016 1 (ojeV4 /lb Miami Shores Village Qion BUILDING PERMIT APPLICATION BUILDING D PLUMBING 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 ❑ ELECTRIC ❑ ROOFING 0 MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: C, C) Nre E7010-*ir-I•mrkTIMID JUN 2 3 2816 FBC 20N Master Permit No. S 1 (-P —1 7S Z Sub Permit No. 0 REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION 0 SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Folio/Parcel#: X1-7 C3140C) Occupancy Type: Load: Construction Type: Miami Dade Zip: •53\5P-1 Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder):-11� CSS Address: Gl(4,5c2, 146 Ave Flood Zone: BFE: FFE: Phone#: (3o) •SIS 1 City: '(llct-ini State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: � -�Kt� G��dcic t�� 6 Phone#:( ) 82' --"�5' Address: -35 144 Ilol City: 161 pcn i State: V--1 Zip: -33C)ic1 Qualifier Name: c c��_st, G Phone#: (5)82C)- 5-W9 State Certification or Registration #: C. 26 j 1 Certificate of Competency #: DESIGNER: Architect/Engineer: ,fl14Y'y—�r3 � �'�� Phone#: Address: Kc' 1:Z Ave- State: -V-") Zip: 3 1511-2- Value of Work for this Permit: $ Jii 39O. Square/Linear Footage of Work: 2 /(t Type of Work: D Addition X1 Alteration ❑ New Description of Work: � a tC 3 eZr .2. ❑ Repair/Replace ❑ Demolition CA-Dtfr %cvenincy -to \tnT•cf' Specify color of colorthru tile: Submittal Fee $ 19 Permit Fee $ \ 0(3 Scanning Fee $ Radon Fee $ S CCF $ 12 ' 03 CO/CC $ 0 DBPR $ 2 - 2.5 Notary $ 0 2 Q A j2 TOTAL FEE NOW DUE$ ‘• Technology Fee $ 1 G Training/Education Fee $ `4" . Structural Reviews $ !" (Revised02/24/2014) Double Fee $ Bond $ 50 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seen (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reii►spection fee will be charged. fi Signature Yqt c OWNER or AGENT Signature CO The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this e5 day of ,NLirte-- , 20 ftp , by C day of 7S-c4r— , 20 I(, , by , who is personally known to , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: „/�/% Print: Seal: APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: r Si n: i� in a . KAREN CARBONEL t: p,�� EXPIRES: Mwed 111, 2020 I: Bonded Pe*: � •%: KAREN CARSONILL IBMWench 11.2020 e Bonded 71eaNobly Rh%UOdeSWIIiers l....... 2/3 �. Plans Examiner Zoning Structural Review Clerk III , II NI WINDOWS &DOORS 5500 NW 161st Street, Miami, FL 33014 P. 305.820.5999 I www.prestigawindoor.com I LIC # CBC1251687 PO # 16040089 RESTIGE CONTRACT Sales Rep: Dirk Eggink """a Lisa McCarthy JAOCRESS 9650 NE 5th Avenue Road PHONE (305) 318-3180 4/27/2016 EMAIL .�Lo�� bfl.�•m Miami Shores, Florida 33138 •oa NAME McCarthy SUPPLY ALL MATERIALS FOR THE FOLLOWING CUSTOMER SUMMARY: Residence 1 CGI ALUMINUM IMPACT WINDOWS & DOORS PER ATTACHED QUOTE # 257525 2 CLEAR ANODIZED FRAMES, LAMINATED IMPACT GLASS, LOW -E 366 3 SATIN NICKLE HARDWARE ON DOORS NOTES 1 ANY VERBAL COMMITMENTS BY THE SALESPERSON MUST BE IN WRmNG TO BE HONORED 2 EXCLUDES: FLOOR/TILE REPAIR (ONLY IF DAMAGED), PAINTING, ALARM REPAIR, MAJOR STUCCO REPAIR, WINDOW SILL REPLACEMENT (ONLY IF DAMAGED), CURTAIN DAMAGE, ANY STRUCTURAL FRAMING, INTERIOR TRIM *Structural framing of eaves to be done by others. Must match openings to window sizes on approved quote. 3 INCLUDED: ENGINEERING, DRAWINGS, PERMIT PROCESSING & PERMIT FEES CHARGED BY BLDG DEPT DESCRIPTION OF WORK Remove old windows and doors Clean and inspect openings Install new windows and doors Anchor with approved tapcons Caulk & seal Inside and out Clean work area Moving furniture for Install and restoring to original location once opening completed. Covering & protecting furniture during Install. Provide partial release of lain with every Invoice. Coordinate all inspections as required by agencies having jurisdiction over the work. Haul away old windows, doors and debris for proper disposal Sweep and vacuum alt work areas Perimeter caulking on stuccoed areas (we caulk before the stucco) Patch perimeter stucco & interior dry wall where necessary Replace exterior trim carpentry with approved treated lumber HOA Approval Required YES U NO GRAND TOTAL: $ 19,390.47 $ 9,695.24 $ 7,756.19 $ 1,939.05 DEPOSIT UPON ACCEPTANCE: PAYMENT DUE ON DELIVERY: BALANCE ON PASSING OF FINAL INSPECTION Mgt Company Phone 1 The above prices, specifications, terms and conditions are aatlsfactory and hereby accepted. You are authorized to do the work as specified Payment will be made as Indicated above. a ce Materials Tremain the sole property of Prestige Windows & Doors unt10 the Job la paid In full. if it becomes necessary for Prestige Windows & Door, to e agency and/or attorney to collect on this bill, I undersigned, agree to pay all court costs and attorney fees. Any alterations or deviation from agreed plans Involving extra costs will be executed only after written and signed changed order and AID become an additional charge. ,._, . O.. PURCHASER: DATE: C. Ito' SIGNATURE: RECEIVER JUN 2 ;2016 BY: 1" x 3" Mull Noa 15.-0420.08 above WS opening 5 5 dear story Entry door existing to remain 1" a 3" Mull Noa 15-0420.08 2nd Floor Sl'� -- ! .15 - Mark Size Sq.Ft. Type Noa Noa Press Calc Press 1 106" x79" 572 SGD 15-0619.06 -60.0/460.0 -545/-142.6 2 86"x37" 21 Fixed 15-0413.03 -75.6/+75.6 -579/444.3 2 86"x37" 21 Fixed 15-0413.03 -75.6/+75.6 -579/4443 3 86" x37" 21 Fixed 15-0413.03 -75.6/+75.6 -579/444.3 3 86" x 37" 21 Fixed 15-0413.03 -75.6/+75.6 -579/+44.3 466" x85" 38.5 FD 14-1015.04 -80.0/400.0 -46.1/4422 5 60"x86" 35 FD 14-1015.04 -80.0/+80.0 -545/+42.6 5 29" x86" 16.8 Sidelite 14-1015.04 -80.0/480.0 -579/+44.3 5 29"x86" 16.8 Sidelite 14-1015.04 -80.0/480.0 -579/444.3 Note: All other openings not shown are existinxto remain O C -o -o H 4[ in 2 :e e`o Z Z 0 m , - gi 00 m ei m m u. N O E w • b • • • 4 • • • • • • •••ae• •- • •c•• •• • P • • •••• • • • •• •• • ••• • • • • • • P•• • • • • 0 • •• • •••• • • • • •4, •• •• • • • • • • •• 6 2 0 gt 0 0 0 z ttt w a •. 3 06/30/2015 - 2:48pm gabriels V:\Pro)ects\_2014-MPS1400 Wind Charts\ Reference\00-MPS14-400 Series C&C (Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height 10 15 DESIGN 20 PRESSURES (PSF)-ZONE Tributary Area (Sq Ft) 4 50 -tom 50 25 30 f--------4------45.___ 35 0 -15 ft -43.4 -42.4 -41.6 -41.1 -40.6 -41.2 -46.4 + '6.T •:3 +40.1 +40.1 +39.0 +38.2 +37.7 +37.2 +31 .8 +36.1 +35.9 -I45 .. -54.4 -44.0 -43.0 -42.2 -41.6 -41.1 -47; �4QA4___, 1 48 16 k +40.6 +39.5 +38.8 +38.2 +37.7 + p.3--+36':936.6 +36.6 +36.4 ,4` 17 ft -44.6 -43.5 -42.8 -42.2 -41.7 -41. 9 '•• -' t?.3 +41.1 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4`=-. - - 6.8 18 ft -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 +41.6 +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 +42.1 +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 +42.6 +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 +43.0 +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 +43.4 +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 +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 +44.2 +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 25 ft -43.4 -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 +45.0 +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 +45.3 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 ft -49.5 -48.3 -473 -46.8 -46.3 -45.8 - -45.4 / 44.8_ +45.7 +45.7 +44.5 +43.6 +43.0 +42.4 + +41.2 16-441.2 /f/ 29 ft +40.9 29 ft -49.9 -48.7 47.8 -47.2 -46.6 -4 .2 ��`y +46.0 +43.9 +46.0 +44.8 +43.9 +43.3 +42.7 +4 .3 .+41.5 -59.6 1:_ 30 ft -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 � - 2` ��4 7 -, ;4 +43.0 +46.3 +45.1 +44.3 +43.6 +43.0 +4 .61 -60.4 +41.8 1 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 -4 . 7- _ _ =4.Tr +43.6 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. -59.8 2.1 35 ft -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 +44.5 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 ft -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 +45.7 +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 +46.9 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 +47.9 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -523 -52.4 -52.0 -51.6 +48.9 +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 -543 -53.8 -53.3 -52.9 -52.6 +49.8 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 I 1 n r m z m 171.17-17 T Sd 14 -0 0 COPYRIGHT ENGINEERING EXPRESS© REMARKS DRWN CHKD DATE INR ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12. REV 2014 FBC DGM TSB 06/10/15 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT RE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES Mean Roof eight 10 DESIGN PRESSURES (PSF) - ZONE (Sq Ft) 5 40 45 50 15 20 Tributary Area 25 30 35 0 -15 ft -53.6 -51.5 -50.0 . -47.9 -47.1 -46.4 -45.8 -45.2 +40.1 +39.0 +38.2 +3 . +37.2 +36.8 +36.4 +36.1 +35.9 16 ft -54.4 -52.2 -50.7 -49. -48.6 -47.7 -47.0 -46.4 -45.9 s� +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 17 ft +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 -49.5 -48.8 -48.1 -47.6 +42.1 +41.0 +40/ +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -510 -49.3 -48.7 -48.1 +42.6 +41.4 +40.6 +40.0 +393 +39.1 +38.7 +38.4 +38.1 21 ft -57.6 -55.3 -53.7 -52.4 -51.4, -'''-'6----_-49.8.___-_19,2 -48.6 +43.0 +41.9 +41.1 + Ti. � -.._ . 5 +39.1 +. +38.5 22 ft -58.1 -55.8 -54.2 5•.0 - .3 ' -49.0 +43.4 +42.3 +41.5 +,'I.8-39.9 ,. 9. 9.2 +38.9 23 ft -58.7 -56.4 -54.7 -51.5 1.5 5+:8 ('00.1 -49.5 +43.8 +42.7 +41.8 +� .2 +40.3 9� +39.5 +39.2 24 ft -59.2 -56.9 -55.2 -5 .- 9 --,_ - Y2 -50:6, -50.0 +44.2 +43.1 +42.2 +41.6 +41.` ` •A _ 40.2 +39.9 +39.6 25 h -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 ft -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 -525 -51.8 -51.2 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +403 +4(16 X28 ft -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 +45.7 +44.5 +43.6 +43.0 +424 +42.0 +41.6 +41.2 +40.9 /f/ 29 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 j -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 k -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +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/ +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 60' BASED ON Kd = 0.85 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DE • - ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE C -ONDITION OF ANY IW N VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO DIT1ON-- EQUIRED FOR •ITH THESE TABLES. 2. TABLES VALID 0 Ll( - L•' NGSQF ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F I R L aOF-- 531.P:f TI APPLICABLE REDUCONS FOR ROOF SLOPES LESS THAN 10° SHA B p BY AN E INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B�,._ • i (AVERAGE ' •OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF D S 1 EPEAK ROO:- GHT. 5. ALWAYS ROUND . :00f--14ELIGHZS 0_A3LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI- • AR f3f E OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT2 / 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 SQUAB FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABIP�TAALL + FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARC ST PUgIISHED V,q LIE.. : • 7. IDENTIFY THE ZONE OF THE OPENING AS INTE R (��..00TI 4) OR RIbQ (ZONE 5) Me • THE FIGURE OR INFORMATION BY OTHERS. ANY QUEs'TjONA4j.E OPENINg jSaTp BE • CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. • • • • 8. READ OFF POSITIVE AND NEGATIVE PRESSURES•F/R IIISIEWS REQUIR94 BY T. -1E LOCAI• MUNICIPALITY IN ACCORDANCE WITH CODE. • 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE.LSUES.ARE UNDER -DESIGNED BY A • • FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE SSE, • • • •••• •• • • • GENERAL NOTES: •••••• • •••• 1. TABLES ARE TO BE USED IN CONFORMANCE WIT�t� ABLE STRESS DESIGN • • RI• METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND'CF1 f!30 PART 3 USING THE• • • • • CTERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (AC VCACITY) FOR TRE•Wlilla SPEED AWU• • • • EXPOSURE SPECIFIED. THESE TABLES NOT FOR US9Willi ig$SENTIAL FACILITIES OR ASSEMBL4 • OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 F09 FLAITE ..RAIN USE ONLY. THESE TABLES • NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GGpI=+/-9.18) FOR l • • • • WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONAYIFISENSTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HUR: CANE ZINE. TABLES ARE TOR WALLS AND VERTICAL SURFACES ONLY. • 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIPIe DRAINING. THECR,SA6LES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. • • • 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PPESSURLS AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTEDIN SHALL BE DICTATEQAND VERIFIED BY THE GOVERNING BUILDING DEPARTM -kR - MR�IT�LDER. N91 ARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER D _����/ // 5. THIS SPECIFICA 0 OTTINTENDEb,TOER ANY PRODUCT APPROVED CERTIFICATION. RE RATELY'S MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE STA��ATION 'IVF MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST B VERIIFiED BY OTIIE SI CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL [-IMPACT-2_JON TEM ORDINANCES. 7. NO CERTIFICATIO FERED-FOR I OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PR0 QJ IN, 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 (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5TH ED. FLORIDA BUILDING CODE (2014) ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT I I•.�t I11 C ENGINEERING EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM m o ACO 3. 0 0 M IAM MADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI WINDOWS AND. DOORS, INC. 10100 NW 25 Street Miami, FL 33172 SCOPE: This ,NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building 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 150" Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.L APPROVAL DOCUMENT: Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E., 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 • Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing and the max. allowable panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet I5. Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed 1/2" at Head/jambs & %z" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Design Pressure (DP) limited to +/- 60 psf when utilizing 90 and 135 degree corners. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any Other iurp®sas ah&l:utdi'hatically terminate this NOA. Failure to comply with any section of this NOA shalt j3e mop fpr ieimiielion acid removal of NOA. ADVERTISEMENT: The NOA number precedect •by •the• vdoi'd§ Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy • ••• • ••. • • •• •• •• ••• • • NOA No. 15-0619.06 • • •• •• • • • • •. • Expiration Date: September 22, 2020 • • • • • • • • • • Approval Date: April 28, 2016 Page 1 .•• . . • . ••• •• . • • • • • . •••. • • • • • •• • • • •.• .• • • . ••• • •• •• •.• • • • • • •• • M1AM1•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade. govieconomv displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI•DADE COUNTY APPROVED .. ... . . . • . . • . .. ▪ ... •. • • • •. .. • ••• • ••• • •• • • •' ▪ •▪ • • • NOA No. 15-0619.06 • . •. • • • •• • • • • • • • • • : FApiration Date: September 22, 2020 • • • • • . Approval Date: April 28, 2016 Page 2 • • . • • • ••• • • . . • • • • . ••• • • • . . •• . • • • • .• • • • • • ••. . • • . • .• •... CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by AI--Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B, TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked up drawings and installation diagram of 8 -panel, Alum SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7400P0 Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame WindoLV With:VOn= tQ tlu4dii DuPont "Butacite" PVB interlayer, .• ••• •• • • . .. . '• ':' • •• • ••• • . • • • • .P oduct Control Unit Supervisor ▪ •• •• • . • •• ••• NOA No. 15-0619.06 ▪ • • • • • .. • Eztliration Date: September 22, 2020 Approval Date: April 28, 2016 Jorge M. Plasencia, P. E. E--1 •.. • . . •.• . • • . . . • • • • . ••• . . . • . . • • • • . . • .. • . . .. .. .• ••• • . ••• • . CGI WINDOWS AND DOORS. INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel, P.E. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of 6 -panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA# 14-0627.15) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA #13-1121.08 /#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FSC 2010 and with FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 02/24/10, Signe t ani •eale4 by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1.30Q- 09, :: •: •• • •••••••• •.• ••• •. • • • .• • . • . . . .. • Jorge M. Plasencia, P. E. • • • •• • •• •• • • • • • Product Control Unit Supervisor • • •• •• •• NOA No. 15-0619.06 •• • •• . •• . . • • • • • • • • • • L► 13iration Date: September 22, 2020 Approval Date: April 28, 2016 E-2 ••• • • • • ••• • • •• • • • • •• • • • • • ••• • • • • • • • • • • • • • • ••• •• • • • ••• •• ••• • • • ••• • • CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Gins® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance statement, part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal'i and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA# 14-0627.15) • • •• ••• • • 1 • • fall . • • • 0 •/ Aro, • •• ••• •• • • • •• • •00 • ••• • •• • • • • •• • • • •• •• •• NOA No. 15-0619.06 •• • • • • • •• • • • • • • • lliration Date: September 22, 2020 fall • •�• • fall 41 Jorge M. PIasencia,1'. E. • • • • • • roduct Control Unit Supervisor Approval Date: April 28, 2016 E--3 ••• • • • • ••• • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (sheet 1 or 28) • • • • • • • • • • • • • • • • • •• • • • •••• • • •• • • • • • • • • • • •• •• • • • • • •• • Hl7f[EU00!S ARE RS'AIINOT RESUME* t ARGE & SMALL MISSILE IMPACT. • • • •• •• • • • • IN riN TNS1 000, AWMINUM SLIDING GLASS DOOR Erodey SOWED F0R•MAX.eNYMBER OF PANELS AS LISTED ON µWIR }E COMBIINIRIONS VESTED AND 13 SHOF OWN IN UDRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (501 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 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 CONDm0NS 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 AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT COME INTO TONCS THE 2014TH ORIDADISSIMILAR 1 ING CODE. SHALL MEET THE INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1. DETERMINE DESIGN wIND LOw REQUIREMENT BASED ON WIND VELOGIY. BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 REDWINEGLASS �E � REINFFORGT�NG570 USE. 13 FOR STEP USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WIM DESIGN RATING MORE THAN DESIGN LAAO SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENDRE SYSTEM. 0 z Ft Op' a� MIO ILAMINATED GLASS AND LAMINATED. INSULATING GLASS LARGE/SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida 'Bonding Code MOA -No. 15-0619.09 Expiration Oslo 09/22/2020 By BDam a e Product Control z 1 av 0 5--1 8 Browing 110. W10-31 FALSE MUNIIN OPTIONAL 282 13/18' MAX 3 TRACK HEAD ANCHORS 6' MAX. HEAD/SILL CORNERS JAMB ANCHORS • •• • • • •••• • • •• • • • • • • • • • ,n • • • M • •• •• • • • • • •• •• • • •• • •••• • • • • • • •• •••• • • •• • • • •••• • •••••• • •• • • • •••• • • • • L 8' (1)103, 0.113312 (2) NEP OMER SILL TYPE 82 ANCHORS 2, 3 OR 4 PAIRS AT 510.E ENDS INTO CONC. AT 3" O.C. SEE CHART ON EET 15 FOR CAPACIIT 8" 8" (2) SEEP 81151ER I8' 8"� (2) SEEP OARS TYPICAL ELEVATION 115TE0 UNT PANEL WIOI11 Lad a" (2) VEEP 0.115126 PANEL 810114 (2) SEEP 085116 D.L. OPENING D.L0 HEIGHT = 0006 FRAME HEIGHT - 9 11/16' D.L.O. WIDTH o NOM. PANEL WIDTH - 6" PANEL HEIGHT = 000R FRAME HEIGHT -1 3/16" POCKET JAMB (SEE SHEET 8, 8, 11 & 12 & OETM. M ON SHEET 23) 3 TRACK SILL ANCHORS fTA� (I) STEP ROTH PRODUCT REVISED as complying with the Florida DandIng Cede NOA-Na. 15.0619.06 Expiration Date 09122/2020 By dilem -0 Product Control z W POCKET JAMB ANCHORS 11 drawing no. W10-31 (sheet 2 0128) >g x FALSE MUNTIN OFRONAL let 3' 14' 190 9/16' MAX. ANCHORS IN PAIRS AT HEAD/SILL/JAMSS 14' MAX. HEAD/SILL SEE SHEET 15 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION 42 1/8' REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY 42 1/8' ILL OPG. 2 TRACK H ANCHORS 6' MAX. HEAD/5111. CORNERS • •• • • • •••• 1 I SILL TYPE 82 ANCHORS 2. 3 0R 4 PAIRS AT STILE ENDS AT 3' O.C. SEE CHART ON SHEET 15 FOR CAPACITY PANEL WIDTH 48 1/8' PANEL WIDTH • • • .�— • • • • • • 6• M • • • • f ~ • • • • •• •• • • • • .• •• •• • • •• • •••• • • • • • • •• •••• • • • •• • • • •••• •. •• • • • •••• • • • • 14' NAX. TYP. O4aoaasm 8' 8' (4 140 COM 8' 6' (4 WV a1401 (TESTED (KNIT) TYPICAL ELEVATION J 4.3 Z�s�yi RIg 8g l 8 6 a h= 04 •aama 9) OOP Wse• REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE FT OCKET JAMS ANCHORS SILL ANCHORS JtJ. OPENING O.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16' D.LO. WIDTH = NOM. PANEL WIDTH - 6' PANEL HEIGHT a DOOR FRAME HEIGHT -1 3/16" PRODUCT REVISED as complyingwith the Florida Building Cale NIDA -No. 15-0619.06 ExphatIon bate 09122/2020 By Miami -0 roduct Control C r- 1 Q 0 e1 1 a C 1 S 6 drawing no. W10-31, (sheet 3 0028 FALSE O'. • rr POCKET :}FNS: �_�-' 2 ,4" .. EXTERIOR EXTERIOR 149 5/18• 146 9/18' 33FT7I1 97 3/4• ODOR FRAME 91051 _ DOOR FRAME SLOTH PA1FtS DOOR FRAME 19DT1 14" MAX. HEAD ANCHORS Z. 3 OR 4 PAIRS OR HEAD ANCHORS _ R STILE 8HEAO ]FML 48 1/8' AANCHORS IN T HFAD/SNL/JAM85 AT ENDS SEE SHEEP 15 A SEE CC ON SHEENDS ET 1S NOM. PANEL WIDTH ©© ` O ' 1 '' - [AT S' O.C. SEE CHART ON SHEET 15 FOR CAPACITY i I - 1` 1 I! 1 - _ FOR CAPACITY f i I 1 SILL CORNERS 1 L 1 1 -__ _1�` OT PART Of THIS • QBE RNEVIEWED NOA 9Y A - _,1. Immo a��•rJSEi�r• _ REINFORCNOI AT INTERLOCKS SHEET 13 O i 41) -_-�F-_.. I'11)SEE 42 1/81 i __ I - I 2 PONT LO DOUBLE SIIE2 SEE S 4Z 1/8' I ':• /, 42 1/8" '? �I.1. --__====7='= OPIr I % ' , a i 0 d " 1 i _ • u = �' §¢ 0 m ^ w p Y / m // n a F i DESCRIPTION /' ` �� r '�` o /,. 7. .. - D.L. OPG. i %% n ,/ `' ji 4 2 POINT DOUBLE OOU9LE LOCKS lipSEE SHEET 24 FOR DESCRIPRON 4 D.L.2OPG. // �• � 1I t- 1 I 1 1—I -� ; I I I ----- r 1` , I; 1 1, l l; I I 1 i - l i I 1 1 I -48 i 1 1 1 1 I 48 1/8' I/ 48 1/8' SILL TYPE 82 ANCHORS SRI. T2. j O ANCHOR 4 RS if 1/8" PANEL wun ii 4858 00,10 =TM PANEL mini JAMB ANCHORS • • • • • • •••• • •• • • • • • AT CORNER STILEE AT STILE ENDS ENDS. SEE CHART ON SHEET 15 AT 3' D.C. SEE CHART ON SHEET 15 FOR CAPACITY FOR CAPACITY • 1.• • H. •• • • • • • • 8'4 • • •• •• • • •• • •••• • • • • • • •• •••• • • • •• • • ...• 6 • •• • • • •••• • • • • 3" TYP. EXTERIOR (TESTED UNIT) TYPICAL ELEVATION EXTERIOR PRODUCT REVISED ea complying m y ng with the Florida BuilNOA-No.Code 15-0019.0$ Expiration Date 09/22/2020 Ey Sllaml- o Product Control CK ANCHORS Cra‘u] z gN q td PNP POI 4111 FM. (305) 593-6592 3 TRACK SILL ANCHORS ii rBrowing no W10-31 (sheet 4 of 28) THIS APPROVAL QUALITIES 000RS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135• CORNERS WHERE SOLE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR 000RS USING 90• & 135 CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF XXX (SHOWN) oXX XXO XXX (REVERSE) DOOR FRAME WIDTH EXTERIOR PRODUCT REVISED B Ilom lying with the Florida NOA-No. 15-0615.06 Expiration Date09/22/2020 BY Mont - eProduct Control FRAME WIDTH t t t t XXXXXX (SHOWN) OXXXXO EXTERIOR 0 90' CORNER DETAS, '0' ON SHEET 22 135' CORNER DETAIL 'P• ON SHEET 22 0P00NAL IN UEU OF J1 O oAH moo- I} 16 _ II ‘,.,.... ,i„.,........ 1,8 XXXXXX (SHOWN) 90' CORNER DETAIL 'Cr ON SHEET 22 135' CORNER OETNi 'P' 05 SHEET 22 OPTIONAL IN UEU OF J FRAME MOTH NON-REINF. INTERLOCKS SEE CHART 05 SHEET 13 DOOR FRAME WIDTH • .•• ••• • .j • • •. •• • •• • •• •. XXXXXO (stool) 0100440 • • .••. HU EXTERIOR O 90 CORNER DETAIL 0 ON SHEET 22 OPTIONALW LIEU OP J1 ON SHEET 22 NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 • fiQr� —I d'CKETED•DOW (NON -REINFORCED SHOWN) • • • SEE MEET 13 FOR Op AND REI FORCING OPTIONS •THREE (31 TRACKS • NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. 0008 SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. drawing no. W10-31 (sheet 5 of 28) ‘,.,.... ,i„.,........ 1,8 •• ... .i„._,,, ....I _._,.,..,_ ...., ,,,..„,_ ,..,_ XXXXXO (stool) 0100440 • • .••. HU EXTERIOR O 90 CORNER DETAIL 0 ON SHEET 22 OPTIONALW LIEU OP J1 ON SHEET 22 NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 • fiQr� —I d'CKETED•DOW (NON -REINFORCED SHOWN) • • • SEE MEET 13 FOR Op AND REI FORCING OPTIONS •THREE (31 TRACKS • NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. 0008 SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. drawing no. W10-31 (sheet 5 of 28) P 0 0 b drawing no. W10-31 (sheet 6 of 28) DOOR FRAME W. 111 THIS APPROVAL QUALIFIES DOORS WRH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMB MAX. DESIGN LOADS TO *60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 Expiration Date 09/22/2020 BY Mlam a Produc on rol NM PXXXXXXP (SHOWN) r THIS APPROVAL QUALIFIES DOORS WRH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMB MAX. DESIGN LOADS TO *60.0 PSF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 Expiration Date 09/22/2020 BY Mlam a Produc on rol NM PXXXXXXP (SHOWN) r PXXXXXXP (SHOWN) r • • •P • • • PXXXXXX(SHOWN) XXXXXXP DOOR FRAME WIDTH s -0 1 LIIIiI! • • • • •F (Xxxo(SHOWN) • • • • OXXItxXP • •• •••• APP-FLOVED CONFIs, - •g. POCKFTFTI D • - NON-REINFOROEO SHOWN) • • • . • • • • •SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS • • • • L r L r L 90' CORNER DEMI '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 8 1 NON-REENF. INTERLOCKS •••• • ••••.•- ..._... SEE CHART ON SHEET 13 •• • •� - NON -RE 1NF. INTERLOPES - ........ SEE CHART ON SHEET 13 ^il !1 a ® ii ll i ° • • •P • • • PXXXXXX(SHOWN) XXXXXXP DOOR FRAME WIDTH s -0 1 LIIIiI! • • • • •F (Xxxo(SHOWN) • • • • OXXItxXP • •• •••• APP-FLOVED CONFIs, - •g. POCKFTFTI D • - NON-REINFOROEO SHOWN) • • • . • • • • •SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS • • • • L r L r L 90' CORNER DEMI '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 8 1 NON-REENF. INTERLOCKS •••• • ••••.•- ..._... SEE CHART ON SHEET 13 • • • • •F (Xxxo(SHOWN) • • • • OXXItxXP • •• •••• APP-FLOVED CONFIs, - •g. POCKFTFTI D • - NON-REINFOROEO SHOWN) • • • . • • • • •SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS • • • • L r L r L 90' CORNER DEMI '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 8 1 NON-REENF. INTERLOCKS •••• • ••••.•- ..._... SEE CHART ON SHEET 13 •• • •� - NON -RE 1NF. INTERLOPES - ........ SEE CHART ON SHEET 13 ^il 1i-!J11!Itgi ® O EXTERIOR O __ O, �. O PANEL WIDTH TITT O �:n AI il�_ ` GEM I= ow rl• ® O EXTERIORQ H p extranay�u CUM 99 H PANEL H WIDTH C POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA 13S' CORNER DETAIL 'C ON SHEET 22 OPTIONAL. IN LIEU OF .1 ° MIME (3) 'CRActS e sectIVArgE NOT PART •OF THIS APPROVAL •T4 gE REVIEWED BY AHJ. 135' CORNER DETAIL 'P' 014 SHEET 22 OPTIONAL IN UEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. 000R SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDC. TY 8 •• • •� - NON -RE 1NF. INTERLOPES - ........ SEE CHART ON SHEET 13 ^il 1i-!J11!Itgi ® O EXTERIOR O __ O, �. O PANEL WIDTH TITT O �:n AI ° MIME (3) 'CRActS e sectIVArgE NOT PART •OF THIS APPROVAL •T4 gE REVIEWED BY AHJ. 135' CORNER DETAIL 'P' 014 SHEET 22 OPTIONAL IN UEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. 000R SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDC. TY 8 s 0 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR 000RS USING 90' & 135' CORNER STILES UMIT MAX. DESIGN LOADS TO *80.0 PSF OO EXTERIOR XO (5116207) Ox xx 000R FRAME WIDTH MO (SHOWN) oxo (REVERSE) 8 X 3/4' SMS AT 24' O.C. MN%. FRAME WIDTH b N o Oli 0• 0 c O ff8 R_ c_ z u ,o- 50680 EXTERIO • •• • • •DOOR FRAME WNTH •r•• • •• • • • •. •• • ©iiit 0 1 11 i 3• • • • • •• XXX • Aesmi cpNFihudA'FI'o?ls 90' CORNER DETAIL '0' ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPRONAL IN LIEU OF ,11 NqW OCKETEIP DOORS (NOH -REINFORCED SHOWN) • • • SEE SHEET 13 FOR Dp AND REINFORCING DPTWMS •••• • • • •YQ (2) TRACKS EXTERIOR 90' COFDIER DETAIL '0' ON SHEET 22 135' ON SHEET 22 OPTIONAL IN LIEU OF 1.11 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER VBC. PRODUCT REVISED as complying with the Florida 9uilding Code NOR -No. 15-0619.09 Expiration Da_ 09122(2020 BY Mani o Product ontro drawing no. W10-31 (sheet 7 of 28) • • • 4. PX (SHOWN) XP POCKET CAVITY NOT BY CGI I-NOT PART OF THIS ROA t 1 L 000R FRAME WIDTH PXXP 8 • •• • • • •••• • • • PXXXXP • •• • • • • • FRAME WIDTrI• • •• • • • .... •••• • • ••. • Peal: tVotin) P ••• XXXXP f• • 5 1 tY L DOOR FRAME WIDTH emu) 8 PXX (SHOWN) XXP EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 1OPTIONAL LDETA OOF J1 IL OH SHEET 22 DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 2 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PS? NOTE: 1. CONFIGURATIONS. SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHAD- MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. L EXTERIOR L O \b 9d' CORNER DETAIL '0' ON SHEET 22 13 ONAL 005 ER EU IL'Fo ON SHEET 22 ODOR FRAME WIDTH NON-REINF. NIERLOCICS SEE CHART ON 51{EE1 13 -ll ' mrd' Q EXTERIOR 9O' CORNER DETAIL '0' ON SHEET 22 13g CORNER DETAIL TIED OF J1 ON SHEET 22 AN. APPROVED CONFIQURATIONS POCKETFD DOOR (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS TWO (2) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 111111111 PRODUCT REVISED as complying with the Florida Building CCoodd0 NOA-No. 15-0619.06 Expiration Date 09/2212020 BY MlamVinde Product Control P��AHM 'rje�'•:!aa No.20592 • 1/ith+0! u drawing no. W10-31 eheeet 8 of 28 [ {1 •. e• • •• • • • .... •••• • • ••. • Peal: tVotin) P ••• XXXXP f• • 5 1 tY L DOOR FRAME WIDTH emu) 8 PXX (SHOWN) XXP EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 1OPTIONAL LDETA OOF J1 IL OH SHEET 22 DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 2 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PS? NOTE: 1. CONFIGURATIONS. SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHAD- MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. L EXTERIOR L O \b 9d' CORNER DETAIL '0' ON SHEET 22 13 ONAL 005 ER EU IL'Fo ON SHEET 22 ODOR FRAME WIDTH NON-REINF. NIERLOCICS SEE CHART ON 51{EE1 13 -ll ' mrd' Q EXTERIOR 9O' CORNER DETAIL '0' ON SHEET 22 13g CORNER DETAIL TIED OF J1 ON SHEET 22 AN. APPROVED CONFIQURATIONS POCKETFD DOOR (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS TWO (2) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 111111111 PRODUCT REVISED as complying with the Florida Building CCoodd0 NOA-No. 15-0619.06 Expiration Date 09/2212020 BY MlamVinde Product Control P��AHM 'rje�'•:!aa No.20592 • 1/ith+0! u drawing no. W10-31 eheeet 8 of 28 111 fi XXXX (BROWN) oxxx XXXO XXXX (REVERSE) XXXX (BROWN) oxxx XXXO XXXX (REVERSE) (SHOWN) • • • OXXXXXXO • • • •••• • •• • • • • • • • • • •• •• • • • • • •• • • • • • • • • • •• • • 0 • • • • • • • • •••• • • •••• • THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES UM1T MAX. DESIGN LOADS TO *80.0 PSF 4P-RENFORCED SHOWN) • • • • • *SEE SHEET 13 FOR Op AND REINFORCING OPTIONS • *PORN, (4) TRACKS NOTE 90' CORNER DETAIL 'O' ON SHEET 22 135 CORNER DETAIL 'P' ON Val 22 OPTIONAL. N LIN OF 41 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION • PURPOSES ONLY. 2. FOR APPUCAELE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.08 Expiration Date 09/22/2020 By Mum a Product Control • z a RI :41 g Er; o °c 46." z CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 0 n b N u O c x A st drawing no. W10-31 (sheet 9 of 28) O 0 ® 0— 0— (SHOWN) • • • OXXXXXXO • • • •••• • •• • • • • • • • • • •• •• • • • • • •• • • • • • • • • • •• • • 0 • • • • • • • • •••• • • •••• • THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES UM1T MAX. DESIGN LOADS TO *80.0 PSF 4P-RENFORCED SHOWN) • • • • • *SEE SHEET 13 FOR Op AND REINFORCING OPTIONS • *PORN, (4) TRACKS NOTE 90' CORNER DETAIL 'O' ON SHEET 22 135 CORNER DETAIL 'P' ON Val 22 OPTIONAL. N LIN OF 41 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION • PURPOSES ONLY. 2. FOR APPUCAELE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.08 Expiration Date 09/22/2020 By Mum a Product Control • z a RI :41 g Er; o °c 46." z CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 0 n b N u O c x A st drawing no. W10-31 (sheet 9 of 28) (sheet 1O of 28) . . • • . . ••.. • • . • •� • • • • • • • • • • .• • • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PSF DOOR FRAME WIDTH ril l i g XxxXXxXX (SHOWN) oXXxXXxo ODOR FRAME WIDTH NOM. PANEL WIDTH XXXXXXXO (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REWFORCWD OPTIONS FOUR (4) TRACKS O EXTERIOR OH er CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU DF J NOTE; 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEIC. 0 a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 Expiration Date 09122/2020 By Mem a Productn ro te 1 • W10-31 111111 XXXXXXXO (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REWFORCWD OPTIONS FOUR (4) TRACKS O EXTERIOR OH er CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU DF J NOTE; 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEIC. 0 a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 Expiration Date 09122/2020 By Mem a Productn ro te 1 • W10-31 4 • • • • • • •••• • • • • • .. • • • • • • •• • • • •• • • • • • ▪ -.. • • • • • • • • •• •• • • • • • •• • • • • • •• • • •• • • • re • " a' 1111 •• •• • • •••• • • •••• • PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH NO PANEL WIDTH NON-RETNF. INTERLOCKS SEE CHART ON S 13 °- MIMI ON SHEET 13 11E 1 1, o- - o °- - ON SHEET 13 1 i t PXXXXXXXXP (SHOWN) 1 0 S APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY MAI. J r EXTERIOR FRAME FROTH THIS APPROVAL QUALIFIES 000RS WITH APPROVED. CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NON-REINF. INTERLOCKS EXTERIOR SO' CORNER DETAIL '0. ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J PRODUCT REVISED as complying with the Florida Building- Code NOA-No. 15.0619.06 Expiration Date 09/22/2020 BY Ma Mla nIIT a Product Control NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. -1 b U toV 0 • E O tog+ gifg • D rL' a air6 8 51 0 C v v J 2 gS drawing no. W10-31 (sheet 11 of 28 SEE CHART ON SHEET 13 11091 Nium. 1111"g =i Or ll fie zI �� :71i EXTERIOR SO' CORNER DETAIL '0. ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J PRODUCT REVISED as complying with the Florida Building- Code NOA-No. 15.0619.06 Expiration Date 09/22/2020 BY Ma Mla nIIT a Product Control NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. -1 b U toV 0 • E O tog+ gifg • D rL' a air6 8 51 0 C v v J 2 gS drawing no. W10-31 (sheet 11 of 28 • • • • • •• . • • • • • • • •' • .• • • • .••• . • •• • . . • • • • • • • • • • •• •• • • • • • •. . . •• • •. • • .. • • • .•.• •••• • • •••• •• •• • • •••• • • .••• . ••. • • •. • • DOOR FRAME WIDTH 1 0 1111 tell L FRAME TROTH THIS APPROVAL QUALIFIES 000RS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONRGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PSF 1 Qv § PXXXXXXXX SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CCI NOT PART OF THIS NOA r o--a� 0 0 0-- . ? ° f o- PXXXXXXXO(SHDWN) APPROVED CONFIGURATIONS POCKETED IXIORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (41 TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHHJ. 0 EXTERIOR 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL RI LIEU OF J FRAME WIDTH 0 00h O ox C Z (J xa-6 coGio 0 EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 13S CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F13C. PRODUCT REVISED as complying with the Florida Building ode NOA-No. 154919.00 Expiration Date 09/22/2020 Miami- ode Product Control ss 70592 ki/q (ISO TB OF .' I'C OR10/'.''' onaAt �" IT litt drawing no. W10-31 (sheet 12 of 28) • • •• • • • • • • •• • • • • •••• • •. • • • • • • N6%. • PN6l MOW DEAN SHAD 1'A9Ty - 8P (OL189) • • •1.60 I ES GLASS TEM & 'A1' 'B' & 'B1' INTERLOCKS WITH 81ANF. • •• 40060 EWOIE mem !8669 MUM OF•ettl Orr(-) 6110110 EXL(4.) E2L(+) IM.(-) 24-1/8 30-1/8• 36-1/8 42-1/8 48-1/6 84-1/6• •• 4 • • • •• 10 •0A• •800 80.0 800 .60 •• 10g0O 10 6• •0.0• !111.0 •600 BOA 80.0 800 500 10 •SOB0 • 110.0 60.0 800 • 10 010 a • I••33.3 60.0 800 71.1 71.1 24-1/8 30-1/8 38-l/aa 42-1/8 48-1/8 84-1/8 •••• 10 • 600• • 600 60.0 800 •••• • •••• 10 • sdo 600 10 Re.o *.0 80.0 80 80.0 800 10 600 80.0 80.0 80.0 10 66.0 60.0 800 80.0 9 53.3 53.3 71.1 71.1 24-1/6 30-1/8 36-1/8 42-1/8 48-i/8 SO 10 600 600 800 80.0 10 60.0 80.0 60.0 80.0 10 60.0 600 80.0 86.0 10 60.0 60.0 80.0 800 8 60.0 60.0 80.0 80.0 24-I/6 30-1/8 38-1/8 42-1/8 48-1/8 98 10 60.0 80.0 80.0 80.0 10 600 600 800 600 10 80.0 80.0 80.0 600 10 600 600 80.0 800 8 60.0 800 600 80.0 GLASS TYPES '11'. A!'. '81' RISE18ACKE TRTN REINF. Ext(4) INT( -1 24-1/8 30-1/8 38-1/8 42-1/8 48-1/8 544-i/8 102 10 60.0 600 10 600 600 10 10 60.0 60.0 600 80.0 10 00.0 60.0 0 54.4 54.4 24-1/8 30-1/8 38-1/8 42-1/8 48-1/8 65-1/8 108 10 000 80.0 10 60.0 600 10 80.0 800 10 600 60.0 10 800 60.0 54.4 84.4 24-1/8 30-1/8 38-1/8 42-1/0 48-1/8 114 10 60.0 600 10 600 60.0 10 80.0 60.0 10 60.0 80.0 9 80.0 600 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 120 10 60A 60.0• 10 60.0 000 I0 60,0 800 10 600 600 9 60.0 60.0 INTERLOCKS !/0 R81NP. 1NTORL0G88 WITH REINE. GLASS CAPACITY CHARTS APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY A111. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +80.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-N0. '15-0619.06 Expiration Date 09(22(2020 By Mlwnl-Q6 a Product Control oPm`V 0 z p1. i 210pp mot 8jee Emm LLH40,51' 3 5 6 gzy Pgig 144 i2 s s drawing no. W10-31 (sheet 13 of 28) • • . • • •• •••. . • • •• • •• • • • . • • • • • • • • •• • r • 3/1t" ANN. GLSS • • • O7:! Rn r• Sallee CP With PET Core • • • • By 'Eo/lilen Clfimlcol Co.' • ▪ OR• • • • .oa' /AAA.. Saflex Clear And Calor Claws • • • By 'ErStRAdtiChemieal Co.' • • • OR• • j • 080' IhllrfiOr SentryGles • By!a 11rAertca. Inc.' OR lot %Ws :Teter, ihgerico. Inc.' S/16' lita STREN'D CRASS SILICONE GE SCS 1200 DOW CORNING 899 DOS CORNING 995 • •• • • • •••• •••• • • • •• 0 O GLASS TYPE 7/16" OVERALL LAIL GLASS SETING BLOCKS AT 1/4 POINTS ON 1RES WIDER THAN 38' EPDM DUROMETER 65t5 3/16' HEAT STREN'g GLASS Ave Interlayer Sotlex CP With PET Cora By 'Eastman Chemical Co: OR 090' Interlayer Soliox Clear And Color Glass By 'Eastman Chemical Co: OR .090' Interlayer SentryGlae O'Kuraray Americo. Inc.' .090' Interlayer ButocRe P10 By 'Kuraroy Americo. Inc: 3/16' HEAT STREAM CLASS SILICONE GE SCS 1200 DOS CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON UTES WIDER THAN 36' EPOM DUROMETER 8535 GLASS TYPE 'B' 7/18' OVERALL LAM. GLASS 3/8' AIR SPACE 3/16" TEMP. GLASS b Wx 3/18' ANN. GLASS .075' Interlayer Solbe CP With PET Coro BBCo.' yy 'Eastman Chemical Co .090' Interlayer allee Clear And Color Glass Dy 'Eastman Chemical Co.' OR rloyor SentryGlas Ely 'Kuroroy Americo. Inc.' OR 090" interlayer Batacne 350 By 'Kuraray America. Inc.' 3/18° HEAT STREN'D GLASS SILICONE GE SCS 1200 DOS CORNING 899 DOS CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'GUARD(' OR SUPER SPACER BY 'QUANEX' 3/8' AIR SPACE 3/18' TEMP. GLASS GLAZING OPTIONS SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85*5 GLASS TYPE 'Al' 1' OVERALL ItSUL 1194. GLASS 3/16' HEAT STREN'D GGLLAS5 55otle0 nl .075"ICPrMKhr PET Core B 'Eastman Chemical Co.' OR .090' Interlayer Saftex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090' Interlayer SerdryGlas Oy 'Karam America, Inc: DSO" Interlayer Butacite PV8 By 'Kuroray America. Inc.' 3/18' NEAT STREW(' CUSS SILICONE 4l GE SCS 1200 001Y CORNING 899 00W CORNING 995 �_1I'LG�Nr_ XL EDGE SPACER re ,�i�7ll_ or •cmaiNAL• uurwcnL BY 'GUANO(' N' I tc�l!4 OR O SUPER SPACER BY 'OUAlEX' 1 EPOM AT 1/4 NTS ALL SIZES 111000, DUROMETER 85±5 GLASS TYPE 'Bl' 1' OVERALL INSTIL LAM. GLASS . PRODUCT REVISED as complying with the Florida Building Cods NOR -No. 18.0619.06 Expiration Date 00/22J2020 By BHa dS'Product Control • row U b 8 0 O 17. C drawing no. W10-31 {sheet 14 of 281 . . • •' • • . • • . • •• • .• • • • •••• • • •• • • • . • . • • D • TYPICADANw(.R• • IN CLUSTERS 3 AT Ille aSRIi • • •: • : • •k INTEROcK. e• • OWE rWYMIil\I ▪ • •1 'OTx • i 4. • •• � II 1' )I:. ji(-=77, 0x11 ' .:.'dal -.A• . -01' • ANCHOR TYPE.A • • • .INTO 419Y WOOD BUCKS OR WOOD STRUCTURES 20Y woo BUCKS SEE NATE SHEET 1 D66ION LOAD CAPACITY - P0F (AN0110880 HEAD 'ANC8095 {DLL ANC80RO (RPE A. E k C) (TYPE 92) 66LL%Rmlosta10 009 AT S L- naa FHOS 4 e 8 4 6NM 0. mot INT.(--) Inr,(--) INT.(--) IRI.( -1) ) 0.2.(--) 204t ) cows 24-1/8- 30-1/8 810 - - '80.0 - .- 36-4/802 .+• - 7&2 60.0 - 42=1/8 82 72.4 HOA - 68.7 800 - 40-1/8 66.6 80.0 - 83.4 800 - 54-.1/6 62.8 80.6 - 80.3 BOA 60.0 24=1/8- .20-1/6 - - - 6A _ - 36-I/8 78.8 6.o - 71.0 0O - '42-1/8 B4 .67.8 60.0 - 64.3 Coo -. 48-1/8 02.3 60.0 - 60.1 80.0 60.0 84-1/8 - 28.4 00.0 80.0 69.2 86.0 60.0 24.•1/8 890 -. 60.0 - . 30-1/8 797 600 - 7be 80.0 - 36-1/8 94 8082 80.0 - 69.6 600 - 42-1/6 81.9 800 - 66.7 640 BOA 48-1/6 88.7 80.0 800 517 60.0 .800 24-1/8- '30-1/8 73.6 60.0 - 80.0 640 - 00.I/6 .90 63.9 80.0 - 646 60.0 - 42-1/8 070 80.9 '600 84,0 60.0 '60.0 48-1/8 21.9 770 000 49.2 710 60.0 24-•1/8- 30-1/8 60.0 - - 600 - - 36-1/6,102 694 002 000 50.2 402 60.0 42-1/6 52.7 CoA 60.0 640 10.0 Boo 48 -I/O •47.0 640 802 48.6 60.4 60.0 64-1/8 44.3 640 60A .42.0 'e0:6 640 84-i/8�- 30-8/4- 38-1/4 '104 89.3 60.0 '60.0 .624 60.0 '00.0 42-1/8 49.1 800 00.0 410 00.0 620 48-1/8 44.6 660 60..0 412 60;0 80..6 24-1/8 60.0 -- 30=1/8 600 - - 67.9 602 60.0 26-1/6 114 61.0 60.0 60.0 40.2 80.0 000 42-1/8 •40.9 50,0 62.0 43.6 80.0 60.0 48-1/8 412 600 800 39.4 59.1 80.0 14-1/O 60.0 - - 60.0 - .• 50-1/8 68.9 600 640 640 tact- BOA 08-1/8 • 120 46.e 00.0 60.0 40.3 80.0 80A 42-1/8 411 BOA 600 .40.9 640 .80.0 48-1/8 392 66.4 60.0 30.9 604 60.0 5s 2 1 TYPICAL .ANCHORS IN CLUSTERS AT MTG. STILE 3 651 k .INTERLOCK) 0011 3 R4 FOR tS OIST.��: 35/x. )I;gjo.l■ _=u� )Trr Y+000 BucKS GEC NOTE SHEET 1 ANCHOR TYPE A THRU 1.8y18)00 But�(s INTO s. xsf CONCRETE WOOD BUCKS AND METAL STRUCTURES NOT BY COI WINDOWS ;MUST SUSTAIN LOADS IMPOSED BY mango SYSTEM A140. TYPICAL ANCRQ$S: SEE ELEV. FOR 5910100 TRANSFER THETA TO THE BLAlDQ40 STRUCTURE. TYPE 'A'- - - - -AT KRAFT 1/4" X 3."1/4' UITRACON BY 'ELCO' (,177 K4. F*.169 K4) THRU 18Y 'BUCKS INTO CONCRETE 1-1/4' MIN. EMBED INFO CONCRETE' Tt82U 2BY BUCKS INTO CONCRE(E 1/2' MIN. EM86 IN1T) CONCRETE TYPE '8'- 1/4' X 3-1/4" ULTRACON BY 'ELCO' (F2T.TV• KS. Fjwi99 690 01REOILY INTO CONCRETE. 2' MIN. EMBED Witt V- I INSTALLATION CONDITIONS SHOWN APPLY TO 00184 2 TRACK AND 3 TRACH SYSTEMS WITH STD. PRAMS HEMI AND SOL AT IAMBS- - -- TYPE it- 1/4' DIA ULTRACON BY 'ELgt; (N -TIT KS. Ty=103 241 INTO 2BY WOOD BUCKS OR WOOD -STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO 00640. OR MASONRY. 1/4' DIA IOTRACON BY 'ELCO' (F2-177 894 F7-169 K4) OtRECTLY INTO cows. -08 MASONRY 1-1/4' MIN. EMWE0 INTO CONC. OR MASONRY 1/4" DIA. SELF DRILLING SCREWS (GRADE a Cos/ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) 1 INTO METAL STRUCTURES $TEE : 1/8' THK. MIN. (Fy = 36 K51 MIN.) *ALUMINUM 8/8Tac. MIN. (8087-75 MIN.) ALUMINUM ; 1/8' TM MIN. (6053-15 MIN.) (STEEL IN CONTACT W)TH ALUMINUM 10 BE RATED. 'OR PAINTED) L_._ (STEEL 14 CONTACT 5)184 ALUMINUM TO BE PLATED OR FOWLER) I I II II TYPL'i 'a - II i/4` a dr1 F 6 fN SCREWS (GRADE 6 cos) TYPE '0'- INTO MIAMI-DADE COUNTY APPROVED MULUOI4S (1/8" THK. 110.) 11 INTO METAL STRUCTURES' STEEL : )/B" Trjx. MIN. (I'5' T. 38 HSI MIN.) II - - - - ^AT 9101 TTYPE 'B:('- 1/4' DIA. (A.TRACON BY 'E1C0' (F4.177 KSI, '&189 K60 DIRECTLY INTO CONCRETE 1-3/4" MIN. EM8EQ INTO (01ICRETE NOTE: ANcHOF( CA''ACInEs LISTED ON TFus SHEET Y0 BE USED IPL C91(..IUNCOON 48TH.01. CHARTS ON Si4EET 19 LOWER APPLICABLE VALUES CONTROL, 3 TRACK SY$TEM SHOWN ALSO APPUCABLE 10.2 ANP 4 TI8Acc FRAMES. PLEASE SFE FOLLOWING SHEETS FOR DETAILS.. PRODUCT REVISED as complying with the Florida Building- Code NOA-No. 15-0619.06 Expiration Date 09/22/2020 By Mom de Product Control Mar QR.(+) LOADS TO 620 asp FOR 00088 w/0 (tBNFQflGt(O ALL SRES 1.11111 EXT (+) LOADS 10 80.4 PSF FOR COORS 9/ REINS. UPIO 98 IN. HT. LIMIT EXT (+) Laos To 60.0 PRF FOR cowls w/ RENT. Mow 06 K•1. NT. U1410 12o 0.1. )ROIL ANCHOR TYPE B DIRECTi'Y INTO 3 lad CONCRETE 882308-EDSTEAgektliFTS 1M0 CONCRETE.OR MASONRY - 2-I/2` 'MIN. 8110 WOOD STRUCTURE - 1' LIN. INTO METAL STRUCTURE a 3/4' MIN. 4001) AT HEAD OR IAMBS SO o 0.5.8 MIN. CONCRETE AT HEAD. S6J. OR JANOS P6 3000 PSI 11IN. 'C-60 HOLLOW/PIUW BLOCH AT JAMAS tip 2000 Psi KN. SILL. issERB � 0 SHEET 13 FOR 17 RIS CAPACITY FOR OPTIONAL SILL DETAILS ANCHOR TYPE 9_ 8i5ECYLY INTO 3 KSI CONCRETE T- `r lei a 1.- f."1___ ✓< HARtiENED 110-ME0ALLl /NON -SHRINKAGE HIGH STRENGTH GROUT Po '= 8000 P4 MIN. NOT >nMUST C.G.I. SHEAR Log*TOS STRUCTURE TePic*t. ANCHORS IN CLUSTERS 'AT MTG. 670.E & INTERLSEEHCHART FOR ODANTITILS 1,1T�n . 470592 +1' 02.813.OF inn 10 m yk 4 0 31 drawing no. W10-31 (sh*et 15 of 28) . . • . • • • • •••• • • •• • • • •• • 4 • •. • • • • • • • • • • 11te !war 15 FOR ANPHORS • •• EDGE q... • • • • • •• • in/ME Il 3 5/B. II ►I��u -N EDGE DISI'. 3 5/e POUND & }TAROENED NIGH STRENGTH GROUT NON -SHRINK. NON-METALLIC fa = 5000 PSI MW. NOT BY CGi WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE Tcji) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 Expiration Date 09/22/2020 By Main Product 6ontrol WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSfAllATION CONDfRONS. OPTIONAL SLANT SILL ADAPTORS SILL RISER REOD. FOR LOADS ABOVE +60 PSF DECORATIVE 51LL COVER OP0ONAL 0 c g § 5 SEE SHEET 15 FOR ANCHORS cow •OIST. • • 3 K51 CONC. 3 K51 CONC. THREE (3) TRACK DOOR DETAILS n drawing no. W10-31 (sheet 16 of 28) street 17 of 28) • .• • • • • •• •••• • • • • • • • • • • • • • •• • • • •• •• • 'TYPICAL.ANCITOR, • • SEE ELEV. • FOR SPACS1G • 'Pr mak SHIN •• PANEL WIDTH REIN?. AS REOD. SEE CHART ON SHEET 13 FOR CAPACITY 0. 0 EXTERIOR NOM. PANEL WIDTH LOCK STILE INTERLOCK (REINFORCED) PANEL WIDTH INTERLOCK DOOR FRAME WIDTH (REINFORCED) ASTRAGAL 1X6 OR LARGER WOOD BUCKS 1/2' MAX. LOAD BEARING SHIM 110 X 1-1/4' SS PH SMS 1 PER CUP 3 PER PANEL Al 16' FROM EACH END AND AT MIDSPAN 16 X 3/4' SS FH SMS 1 PER CUP 1/4' MAX. LOAD BEARING SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 2X6 OR LARGER WOOD BUCK OR WOOD STRUCTURE DOOR FRAME WIDTH THREE (3) TRACK DOOR DETAILS FIXED PANEL PRODUCT REVISED as complying with the Florida Building Godo NOA-No. 19-0619.06 Expiration Da09/22/2020 By Want drawing no.l W10-311 1 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS •• •• E• • • til • El ••! pg T� O • • • •••• • •• •• ••�• ••t• •••• 3 6 EDGE 01ST. A 13/4' H n. , 1 a KSI CONC. li • -Y II II - Y )io>>H0----Nr 1.P1a fi,, �� ;i d 0. POURED & HARDENED HIGH STRENGTH CROUP NON -SHRINK, NON-METALLIC Ye = 5000 PSI MN. 60T 8Y CP WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE EOCE 0151. SEE SHEET 15 FOR ANCHORS SILL OSFA REDD FOR LOADS AMA, = 460 PST* 3 KSI CONC. WEEP SIZE 1/40 x 1/8" LEFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITION SEE SHEET 15 FOR ANCHORS TWO (2) TRACK DOOR DETAILS OPTIONAL SLANT SILL ADAPTORS OELLRATIVE SILL COVER OPTIONAL SILL RISER OPTIONAL FOR LOADS +60 PSF PRODUCT REVISED as complying with the Florida Building Code Non -No. 15-0619.06 Expiration Date 09/2212020 ay MIam Product Control Dig 0N c s 0 .li drawing 110. W10-31 (sheet 18 of 28 • • • • • •• • • • • • • • • • TYPICAL N1 HORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING /10 X 1-1/4" SS PH SMS 1 PER CUP 18 X 3/4" SS FH SMS 1 PER CUP rkl O • • • •11 •• • x� PANEL 0.1.0 INTERLOCK (REINFORCED) ASTRAGAL • NOM. PANEL WIDTH EXTERIOR • • • • •it • • DOOR FRAME WIDTH 18Y WOOD BEOITS • • NOTE 6HEET•I •• • •••• • • s • • 144. MAX. kit•• LOAD BEARING • SWM L•1 d 1/2" MAX. LOAD BEARING SHOT /10 X 1-1/4" SS PH SMS 1 PER CUP 1/4" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. • FOR SPACING x 3/4' ss FH SMS 1 PER CUP METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EXIER OR DOOR FRAME WIDTH 2BY W000 BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 FIXED PANEL TWO (2) TRACK DOOR DETAILS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 Expiration Date 09/22/2020 By gllaml"a" Product Control /OAIA1. °o 111111 0 C drawing no. W10-31 sheet 19 or 28 1 EDGE OIST. SEE SHEET 15 FOR ANCHORS 3 5/8' EOM 5005 01511. 11 3 5/8' 11,10111% RAMnog HMI ids [111--1101 I EOM DIST. REFER TO SHEET 15 FOR VARIOUS 1 INSTALLATION CONDITIONS. • • • • • •• • • • • • PRODUCT REVISED as euIlaomding CCooddphdnge with the Florida :Aire -No. 15.0618.06 EaplmOon Dat. 09/22/2020 s Mlaml Product Con • • 1 WEEP SIZE 1/4" X 1/8" OPTIONAL SLANT SILL ADAPTORS POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK. NON-METALLIC Pc = 5000 PSI 10N. NOT BY CGI W1NDON5 MUST TRANSFER SHEAR LOADS TO STRUCTURE —T O 01 -4 SIL1. RISER REQD. FOR LOADS ABOVE +60 PSF SEE SHEET 15 FOR ANCHORS 3 KSI CONC. 3 K51 CONC. FOUR (4) TRACK DOOR DETAILS �drawing no.I W10-311 (sheet 2001281 • • • • • •. • • • • • • •• • 'TYPICAL ANCHORS SEE - ELEV. FOR SPACING 1/2` MAX. LOAD REARING SHIM PANEL WIDTH 1/4 MAX. MSIRRU TURE D.LO. TYPICAL ANCHORS SEE ELEV. FOR SPACING • • EXTERIOR •• •• •• •• • • • . • • •••• • IX80R LARGER • • • • • eocip RUCKS • • • •• •••• • • • •• �I/2• •....LOAD sr I.3 • • •••• • •••• TYPICAL ANC SEE FOR SP • • • • EXTERIOR DOOR FRAME YADTH. 110 x 1-1/4. SSPPPH SMS 1 CLP 3 PER PANEL AT 18' FROM EACH END AND AT MRISPNN 18 X 3/4' SS FH SMS PFH CUP 1/4" MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT TnREVISED as complex ex with the Florida Building Nora -No. 15-0619.06 1X8 OR LARGER W000' BUCK Expiration Date 09/22/2020 OR STRUCTURE By Miami- a Product Control EXTERIOR DOOR FRAME WIDTH FOUR (9:) TRACT{ DOOR DETAILS drawing no. W10-31 (sheet 21 of 28) 90' CORNER /10-16 X 1/2 - NH SELF DRUM SCREWS AT r FROM ENDS & 12' O.C. #10-16 X 1/2' HH SELF DRUM STREWS AT 6' FROM ENDS & 12' O.C. (0411° Ord #10-24 X 1/2' FH THREAD CUTTING SCREWS AT 6' FROM ENOS & 12' O.C. DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY PRODUCT REVISED au Sul Blyinggwith the Florida kingNOA-No.CCoodd 15.0018.06 Expiration D to 08122/2020 e Product Control • 8 O la 8 d m E. A m O CrA O Nnm 3 N M �1 • 1') ° m c Uig r pEg tin V mo c c drawing no. W10-31 (sheet 22 of 28) •• • • • 1• TYPICAL PAD PILE INSTALATION LOCATION • • • • • • • • • •• •• olITICAL A, WW1, CORNERS •• • • • • • •• • •••• • • •••• DOOR FRAME WUTH EXTERIOR MOUNTED POCKETED JAMB TYPICAL ANCHORS TYPE A, B OR C AT 6" FROM ENOS AND 9" O.C. INTO WOOD/CONC./METAL 6" 0.C. INTO BLOCK ONLY 1-1/2" MIN. W000 EMBED 1-1/4" M91 BLOCK EMBED 1-314" MIN. CONC. EMBED 1/8 MIN. METAL THICKNESS CONC. BLOCK WOOD METAL POCKET cavny BY CFA NOT PART OFOT THIS NM TO BE RENEWED 8Y AHJ EXTERIOR PRODUCT�REVISED s copCode complying the Florida NOA-No. 15-0619.06 Expiration Date 0902/2020 By 'Mom drawing no. W10-31, (sheet 230126) CODS PART Na DESCRIPTION MATERIAL MANUF. REMARKS E1 C01-183 PRAISE SIL 2 TRACK 6083-T6 CGI EXTRUDER - EZ C01-151 FRAME JAMB 2 TRACK 6053-T6 COI EXTRUDER - E3 136-186 FRAME HEAD 2 TRACK 6083-16 CGI EXTRUDER - E4 001-153 EXTERIOR INTERLOCK 608378 C31 EXTRUDER - CG1-154 INTERIOR INTERLOCK 6083-T8 CGI EXTRUDER - E6 00-155 MA1 STILE 6083-T6 CG1 EXTRUDER - E/ C0-156 TOP & BOTTOM NORM 8083-T6 CG1 EXTRUDER - E8 C0-157 SILL RISER 6063-T6 CGI EXTRUDER - CCI -161 ALT. RILL 18SER(OPIIONAL) 6063-06 001 EXTRUDER - ER C61-168 INTERIOR TRACK ASTRAGAL 8063-T8 011 EXTRUDER - 1110 CGI -159 INTERLOCK REINFORCING (LENGTH = FRAME NT. - 8') 6063-06 CO EXTRUDER - 1111 001-182 FAME SRL 3 TRACK 606376 CCI' EXTRUDER - E72 001-161 FRAME OMR 3 TRACK 6063-T8 CO EXTRUDER - E13 001-185 FRAME HEAD 3 TRACK 6063-06 061 EXTRUDER - E14 031-188 OUTER TRACK ASTRAGAL 8083-16 CRI EXTRUDER - EIS 001-170 POCKET Hoax 6003-16 COI EXTRUDER - E18 C61-121 7/16' CLASS GLAZING BEAD 6083-75 COI EXTRUDER - CC -123 1' MASS GLA21N0 BEAD 6083-15 C61 EXTRUDER - E18 • • 4161-153* EXTERIOR INTERLOCK (OPTIONAL) 6063-06 001 EXTRUDER - E78 • • Cot -154A INTERIOR INTERLOCK (OPTIONAL) 6063-16 001 EXTRUDER - E20 1-155A 1WE (OPTIONAL) 6063-16 001 EXTRUDER - E21 C01 -158A TOP & NOTION HOWL (OPTIONAL) 6083-16 001 EXTRUDER - E22 ! 16B11 • ASTRAGAL (0P110NAL) 6063-76 CGI EXTRUDER - E23 000-16BA • OITTER-Ti ACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24 • C01-180 • ItAIMMIVE SILL COVER (OPTIONAL) 6063-T6 CGI EXTRUDER - E25 • • 11:61-164 4 3#4 TRACK FAME SILL SCREW COVER 6063-16 CGIEXTRUDER - . E26: • -167 • 2.1 & 4 TRACK FRAME HEAD SCREW COVER 8063-T5 CGI EXTRUDER - E27 C C0-188 •,. 1618 SCREW COVER (OPTIONAL) 6063-T6 COR EXTRUDER - E28 En* • CO -1028 ■RR4• HED 4 TRACK 6083-T6 CGI EXTRUDER - 4 TRACK 6063-06 CGI EXTRUDER - E30 CGI -1030 FRAME JAMB 4 TRACK 6083-T6 COI EXTRUDER - E31 • C61-1057 • UR ADAPTOR (90') 6063-16 CC EXTRUDER - E326 • d;01-1058 • ?T BEW 0RNER ADAPTOR (135) 6063-T6 C01 EXTRUDER 33• • OSI -1059 MALE CORNER ADAPTOR 6063-06 CGT EXTRUDER - M1 - • • •07I -382V • SIYAVIUUT VINYL (DURROMEEER 75-80 SHORE A) PVC - - 112 • •,t0I-171C FOXED PANEL CUP (2-1/2' LONG) 6083-T5 - 3 • FIXED PANEL M3 • FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL MIO ....1:1-173 001-176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. Mf t 0/2320166 PRE WTH CENTER FIN WOOL ULTRAFAB OR E1X10. - M12 - BOTTOM RAD. STIFFENER. 1' 11010, 2 AT EACH END ALUMINUM C01 EXERUDER 4 PER BOTTOM RAIL 6113 TA -51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL 1113A 1984 ROLLER ASSEMBLY Al CORNER PANELS ST/ST • AMESBIRRY 2 PER OPERABLE PANEL M14 SRD-506 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED 10 SCO -503 1114A PS01-0035-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TG 6116A MI5 SI30-507 KEEPER 201C SULENAN INST. W/ k 110X3/4' PH M19A 50D-5076 KEEPER 24110 INTERLOCKS WMT. W/ 2 110X3/4' PH 6116 SOD -503 RECESSED ADAPTOR 2I610 SULLNAN INST. w/ 2 870X3/4- FH MiBA PS01-0038-117 RECESSED ADAPTOR • ZINC INTERLOCKS INST. W/ 2 #10X3/4' FK 6417 500-5500 HANDLE SET 2WC suu.rwN/ 4IERL0CK6 - 5M2300W11 HANDLE SET OPTIONAL 21110 SULUVAN - M19 SCS2000 SILPRUF SEALANT BRICONE GE - M20 00-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLNAN OR EQUIV. 4 PER PANEL 6121 WS -202 HEAD AND SILL SMAL1. PILE PAD WOOL UL1RAFAD OR EQUN. 1 PER 04TERLOCK/ASTRAGAL 6122 W2-201 SRL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. 6123 HO -12-10042 .350' REACH POCKET SEAL - AMESBURY - S2 - #10 X 1 1/4' LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER SINGLE LOCK; FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULLIVAN' OR INTERLOCK' LOCATED AT MAIN STILE AT 40' FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SCD --503) (PS01-0036-117) ZINC HANDLE SET (PART iSM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) DOUBLE J,OCKS: READ. AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40' AND 78' FROM BOTTMORTISE M TISE LOCKS WITH RECESSED ADAPTORS (PART 8HD-3310141) SECURED WITH (2) 10-24 X 1/2' FH SCREWS BOTTOM LOC(( ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD -3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2' 011 MS STEEL KEEPER (PART #H0-3310143) SECURED WITH (4) 10-24 X 1/2' PH THREAD FORMING SCREWS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0618.06 Expiration Date 08/2212020 By Mom - ad' duet Control z F � 9 5HP GGy mot alig 81111 MI €3 r 0 O. 0 3 a s 0 0 a fi oc ii drawing no. W10-31 (sheet 2 of 28) • • • • • • • • • • • • • • • • Q FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) Et • FRIj41F SILL (2 TRACK) Q FRAME SIU. (3 TRACK) Q TOP/BOTTOM HORIZ -1 .675 3— s65 . .975 1.184 0 GLAZING BEAD LAU. GLASS 1 GLAZING BEAD MBA. IAB. GLASS • 2.005 • • • Goes • •• • • • •••• • • EllamERTRACK ASTRAGAL STILE ® INTERIOR TRACK ASTRAGAL STILE 1.508 .725 .664 .125 1112) FIX. PANEL CUP SILL RISER (OPTIONAL) Q INTERIOR INTERLOCK POCKET HOOK 1.340 3.255 4.250 .070 TOP/BOTTOM HORIZ ((PTIONAL) 0 EXTERIOR INTERLOCK (OPTIONAL) 3.750 2.755 .125 1.610 3.572 0 INTERIOR INTERLOCK (OPTIONAL) 2.005 INTERIOR TRACK ASTRAGAL (OPTIONAL) E) EXTERIOR INTERLOCK 0 SILL RISER (OPTIONAL) INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) PRODUCT REVISED as complying with the Florida Building Code NOA Mo. 15.0819.00 Expiration Date 09/22/2020 BMani a rodent CorMroi 4 1 droving no. W10-31 (sheet 25 of 28 • • • • • • • • • • a • • • • • eat FEMALE CORNER ADAPTOR (901 FEMALE CORNER ADAPTOR (1351 O MALE CORNER ADAPTOR • •• • •. • •••• • •• • • • • • • • • • • • • • • •• •• •• •• • • • • • • • •• • •••• • • • • • • •• •••• • • • •• • • • •••• 0 •• • • • •••• • • • • • • •• FRAME JAMB (2 TRACK) ® FRAME JAMB (3 TRACK) »{ .810 .060 280 .840 ® FRAME HEAD COVER FRAME SILL COVER a FRAME JAMB COVER 8 FIXED PANEL CLIP PRODUCT REVISED as complyhig with the Florida Building Code NOA-No. 15-0619.06 Expiration Date ' ' /22/2020 BY [Alam T, Product ontrol WOB V u 1 drawing no. W10-31 (sheet 26 of 28) E28 .925 7.750 080 8 ^ � .85 n7 1.250 FRAME HEAD (4 TRACK) • 4,• • • FRAME •SILL (11,TRACK) • • • • - 1.375 • • • • • • • • • •i• •. 1.8Y9r • • • • • • • • •••• • •• • • • • • • •• •7.750 • • •. •••• • • • • 1.820 .•••• , • • • •mow •••• •• • •.080 - ••.• • .095 1.620 .825 E30 FRAME JAMB (4 TRACK) FRAME BOTTOM CORNER 4 TRACK SHOWN PRODUCT REVISED as c.ornplyinu with the Florida Building Code NOA-No. 15-0819.06 Expiration Date 09122/2020 By ?Ala Product Control (a*mV c 0 c 0 o., • B drawing no. W10-31 sheet 27 of 28 • • • • • • •••• • • • • • • • • • • • • • •liRtetE,TOP CORNER • • 3 TRACK SHOWN • • • • • • • • • • • •• • •••• • • • • • • •• •••• • • • •• • • • •••• • •• • • • •••• • • • • •••• FRAME BOTTOM CORNER 3 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER MITERED READ CORNER (TYPICAL) PANEL TOP/BOTTOM CORNER SQUARE READ CORNER (OPTIONAL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 hh'' Expiration Date 09(2212020 / 714; OF C By• RORIOa. •'���, MIs -D Product Control/��4 Ynlun n. 0 U ti b 0 c Y 10_ pl 1 1 drawing no. w10-31 (sheet 28 of 28) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, 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 NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NO, 1t4�3'!3f �0* aricl:con4sti of this page 1 and evidence pages E-1 and E-2, as well as approval document meu>.tioi1 �bccvc ; ; • ; • • The submitted documentation was reVievAlrby Manuel Pete, 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/economv • •.• • • . • . . . . • • • • . • • • . • .. • • ialiP• •• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • • 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. HL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.1 0-0510.13) ....... . .. . • . . . . • • . . .. ... .. . .. .. .. . ... . . • :. . . • • . .. • . • . • . .. • . . .• • .. . . . .. • . . • • • E-1 • ....... • • • . • . • . . .. • . . . . . . . • .. .. . •• • ..• . . ... . • . ... . • Manuel ' •z, P.E. Product Cont r aminer NOA No. -0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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-5th Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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. ...... . . .. . . . • . . • . .. ... .. • .. .. • ... . ... • . • • • . . • .. . . . • • • . • . . . .. • .• • .• . .. . . . .. • • . . •• • .. •. .... .. . E-2 ... • • • • ... . • . . . . • • • .. .. . . • .. . ... . . • ••• • Manuel Per E. Product Control.�. '1 , er NOA No. 15-0 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 • • • • FLANGE HEIGHT D.L OPG. ••• • •• OO • • 1 • Is • �•I , 1 1 1 1 1 411 11 1 II 1 11 11 — - • • i. - N • . II 1 sir r-----11 - II 11 II // 11 -JL 11 -----Ir '11 11 II 11 •• 11 11 11 • _ - 1 • II • 11 • • 11 II • n• 11• -ifii i'ii- 'I • •re 3 •• •1 • • • • •• • T•F1• • • •••• 48' BUCK WIDTH D.L OPG. lA� JJ11� '—n------T�- 11 11 II II i 1 11 �, II JL / 1L -1r Tr 11 i 11 Ii 11 it 11 11 --=-Tr Tr- u n 11 11 ,.j - LT.) 81 FALSE MUNRNS (SURFACE OPTIONAL FLANGE &• FLANGE aMD1A01012 FRAME • • • •••• • •• • • • •••• • • SERIES •1.3411' SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FDX./FIX. OR FIX WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, 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 SHALT. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 18' MAX. 6' MAX SHORTER HEAD/SILL SIDES CORNERS EQUAL LEG FRAME 3 49' FLANGE WIDTH D.L. OPG. le. C6 qtr d II It 1 I I I I L II r N u -----Ir u II f l 1 -- JI Ir u u u a n 'I /� !/ 11 I it 11 11 it 11 SL___ II it II Tr---- n 11 11 II LL Tr— u u II u n P 18' MAX. SHORTER SIDES THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3 • 0 m TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FIANCE AND FLUSH FRAMES. SEE SHEEF 1.1 FOR FIN FRAMES. 96' BUCK HEIGHT D.L OPG. �4„„u 8' MAX. CORNERS wf `I r it PAYLITE OPENINGS: D.LO. HEIGHT BUCK HEIGHT - 3.00' D.LO. WIDTH BUCK WIDTH - 3.00' L 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. Engel JAVA AMMO CNIL FLA. PE 170592 C.A.N. 3578 0 3 CL 0 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as coalplyhl wllh the Ftatida Building Code Aaxpleam No /5-D41.. Q3 w ,''aliooDme -?7IF'/1 2020 a Product COMM � re re g Og 11 Y� 0 NM o Zz� On O— o TT ORO ay ooiy bg2 0 f3 r5 drawing no. W10--02 sheet 1 of 6 ) • • • •• • • • BUCK WIDTH D.L OPG. 6- MAX. HEAD/SILL CORNERS • da - SUCK WITH D.4 OPG. 48" BUCK WIDTH D.L OPO. TYPICAL ELEVATIONS 16- MAX. STRAIGHT SIDES •• • • • • •• ,. II 11 11 II II 11 JnL rr 15. CU Slot,' -c 11 11 11 ,. II 1I , 111 n / 11 /� -----Ir -rr II 11 11 I I I1 11 II 11 J 11 - II 11 11 II 11 II n n 11 11 11 11 11 11 II II IL 1L_ 11 t -- 96- II 11 11 11 u u 1L____ II a II a II II AL11 11 - • • • • •• • • •••• • • •• • • • •••• • •• • • • •••• • • • • ••• • FALSE !AUNTIES (SURFACE APPLIED) OPTIONAL 1.16" MAX. STRAIGHT SIDES 6" MAX. HEAD/SILL CORNERS FIN FRAMES 1..16" MAX. STRAIGHT SIDES CORNERS ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES PRODUCT REVISED re complying with Iho F1m16 Building Code Aceoptenco No /5 Err/ C11 ; : Ion Date ""!%ntgl,/ .. , . Product . drawing no. W10-02 sheet1,1of 6) I II I 11 I II I II I II I 11 L 11 1 It I 11 11 A 11 n - 11 I2.., II !. i _L____ 11 I n I1 11 I 11 I I I1 11 .-a- _= 11 • n• II II 11 II• II• III e •• ••• •• C2 • • • • •••• • •• •• • JL --ter • • taw,— • • • •• • • • • •• ,. II 11 11 II II 11 JnL rr 15. CU Slot,' -c 11 11 11 ,. II 1I , 111 n / 11 /� -----Ir -rr II 11 11 I I I1 11 II 11 J 11 - II 11 11 II 11 II n n 11 11 11 11 11 11 II II IL 1L_ 11 t -- 96- II 11 11 11 u u 1L____ II a II a II II AL11 11 - • • • • •• • • •••• • • •• • • • •••• • •• • • • •••• • • • • ••• • FALSE !AUNTIES (SURFACE APPLIED) OPTIONAL 1.16" MAX. STRAIGHT SIDES 6" MAX. HEAD/SILL CORNERS FIN FRAMES 1..16" MAX. STRAIGHT SIDES CORNERS ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES PRODUCT REVISED re complying with Iho F1m16 Building Code Aceoptenco No /5 Err/ C11 ; : Ion Date ""!%ntgl,/ .. , . Product . drawing no. W10-02 sheet1,1of 6) • • • ••• • • ••• • • • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF W - 4,,`%` it J 0 A. FLANGE DIMS. BUCK DINS. GLASS TYPES 'C&'CI' GLASS TYPES 'D'&'D1' FLANGE DIMS. BUCK DIMS. CLASS 13PES 'C'&'CI' CUSS TYPES 'D'&'DI'- WIDTH (W) LENGTH (L) WM (11) LENGTH (L) EXT.(+) ANT.(-) EKT.(+) INYj-) 810TH (W) [ENGIN (L) WIDTH (W) LENGTH (L) EAT.(+) 1NT.(-) FM.(+) INI.(-) AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 7238 S.W. 87 AVE MIAMI. FLORIDA 33174 Tri (G9) 264 3300 FAL (306) 2828978 COMP-ANL\W1i 24' 23' 80.0 80.0 80.0 80.0 24" 23' 60.0 80.0 80.0 60.0 30' 29" 80.0 80.0 80.0 80.0 30'114' 29" 80.0 80.0 80.0 80.0 L 36" 35' 80.0 80.0 80.0 80.0 38" 35' 113• 73.0 73.0 80.0 80.0 . , �. 1 42'38'41" 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 74 54' 53' 60,0 80.0 80.0 80.0 30' 29" 80.0 80.0 130.0 800 3 60" 59' 80.0 60.0 80.0 80.0 36" 120" 35" 118' 72.4 72.4 80.0 80.0 81' 80' 60.0 60.0 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 60.0 80.0 80.0 6.0 E: 29" 80.0 60.0 80.0 80.0 30" 29 120" 80.0 80.0 80.0 604 ANY ORLEHO DIMENSIONS CAN BE ORIENTED l'ADT30' VERTICALLY OR HORIZONTALLY AS SHOWN A80YE VERTICALLY 36' 35" 80.0 80.0 80.0 60.0 38' 12r 35' 72.3 72.3 80.0 60.0 42'48'41" 47• 70.2 70.2 80.0 80.0 39' 38" 65.8 65.8 80.0 804 45" 47' 61.3 813 80.0 80.0 54' 53' 81.3 61.3 80.0 80.0 01M5 60" 59" 81.3 81.3 80.0 80.0 ,+-•BUCK - - SERIES SEN1Na 130 ALUM FlXED WINDOW (LM.I.)(S.M1.)] CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI. FL 33172 7E1.. (305) 593-6590 FAX. (305) 593-6592 61' 60' 61.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY - PSE - I 24' 4 • • 23' 60.0 60.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GIASS TYPES 'C&'Cl' GLASS TYPES 'D'&bI' FLANGE FRAME 30• • • • 29" 80.0 80.0 80.0 80.0 WITH (W) LENGTH (la WIDTH (W) LENGTH (L) 991.44) 19r.(-) EXT.(+) ANT.(-) 36" •••• 38' • • • 80,0 80.0 80.0 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 0. • 42'• 41" • • • 58" • 70.2 70.2 80.0 80.0 28-1/2' 25-1/2' 80.0 80,0 80.0 80.0 FIANCE DSAS • • 48' •AD •• • • 47' • • 61.3 61.3 80.0 80.0 37' 36' 80.0 BOA 80.0 80.0 BUCK DINS 54' 53' •• •• •• 54.3 54.3 725 72.5 48' 26' 47' 26' 800 80.0 80.0 80.0 r. `i 50" • 59' • 48.8 48.8 65.1 85.1 53-1/8' 52-1/8" 80.0 80.0 80.0 80.0 • 81" • • • • 80• • • • • 48.8 48.6 65.1 65.1 81" 60' 80.0 80.0 80.0 80.0 • • 24' •• • • 23' of • 80.0 80.0 80.0 80.0 19-1/8" 18-1/6" 80.0 60.0 80.0 80.0 30' 29" 80.0 80.0 80.0 60.0 26-1/2" 25-1/2' 80.0 60.0 60.0 80.0 EGUAL LEG FRAME1 I 38" • • • • • 35' • • • • • • 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" • 72'•• 41' a• •SI_• 70.2 70.2 80.0 80.0 48" 47" 77.1 77.1 60.0 80.0 DUCK 0DAS • 48' • 47' • 61.3 61.3 80.0 80.0 53-1/8' 52-1/8' 77.1 77.1 80.0 80.0 ' 54' 53' • 54.3 54.3 72.5 725 61' 50" 77.1 77.1 80.0 80.0 • 60• ; • • 59' • 48.8 48.8 65.1 65.1 19-1/8' 18-1/8" 60.0 80.0 80.0 80.0 61' • • • • • • 60" • • • 48.0 48.0 84.0 64.0 26-1/2" 25-1/2' 80,0 80.0 80.0 80.0 5 8 C n u • o '" � V NO CHANGE THIS SHEET UPDATED TO 2014 FBC 1 r bH g g 24" 23" • • : 80.0 80,0 80.0 80.0 37'50_5/6• 36' 80.0 80.0 80.0 80.0 FIN FRAME, • 30' 9 • • • • • 29" 0 80.0 60.0 80.0 80.0 48' 47'81.3 49-5/8' 613 80.0 80.0 , 36' • • • • 35' 78.2 78.2 80.0 80.0 53-1/8' S2-1/8' 58.0 58.0 77.4 77.4 BUCK DIMS 42' 84' 41' 63• 70.0 70.0 80.0 80.0 61' 60' 58.0 58.0 77.4 77.4 I 48' 47" 61.3 81.3 80.0 80.0 76-1/4" 74-1/4' 58.0 580 77.4 77.4 54' 53' 54.3 54.3 72.5 72.5 93-3/4" 92-3/4' 58.0 58.0 76.5 76.5 FLANGE ADAPTOR FRAME 56" 55" 524 52.4 69.8 69.8 18-1/8' 18-1/8' 80.0 80.0 60.0 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 30' 29' 80.0 80.0 80.0 80.0 37'36' 80.0 80.0 80.0 80.0 FLANGE 0gµ3 38' 97" 35' 66• 75.6 75.6 80.0 80.0 48" 63-47" 8Y 61.3 81.3 80.0 80.0 • c o i .-- 6 ,262618 - e o . o a 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" 484 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" 48.5 46.5 61.9 81.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) E R O o w . 24' 23' 80.0 80.0 80.0 60.0 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION 0 o 4 g ^,-1 8 k24' t 30' 29' 80.0 80.0 80.0 80,0 28-1/2" 25-1/2' 80.0 80.0 80.0 80.0 DECLARATORY STATEMENT DCAO5-DEC-219 35' 102' 35' 101' 74.8 74.6 80.0 80.0 37'36" 78.9 78.9 80.0 80.0 Eng,: 3RVAD ANLIAD PRODUCT REVISED 42' 41' 65.7 65.7 80.0 50,0 48" 78" 47' 75' 81.3 61.3 80.0 80.0 RA. 29C #3, 1aS92 as complying with the 48' 45" 59.3 59.3 80.0 80.0 53-1/8' 52-1/8" 55.3 55.3 73.7 73.7 C nFlloorida Banana ade AaeptonceC No 'Yy'. ry 23' 80.0 80.0 80.0 60.0 61" 60" 48.0 48.0 64.0 64.0 ''' .. ration Ma 77)46' '20 30' 29' 80.0 80.0 80.0 60.0 4/.///, [ 1 drawing 00. W1 0-02 36' 108' 35' 107' 739 73.8 80.0 80.0uUM� ANCHOR SPACING lT) BE AS PER SHEETS 1 & 1.1P 0t5 . !ITO.i . P1 , . 42' 41' 62.4 624 80.0 80.0 1'D of 44' 43' 59.1 59.1 80.0 80.0 shoot 2 Of 6 3/16' ANN. GLASS 3/16" HEAT STREN'D GLASS .075" In r .075" Intertayor Saflex CP With PET Core Saes CP 1MIh PELT Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR zm ••• ��r 1�1 • • • a — •••••D • • • • t L • • AT 1/4 POINTS ON LIM WIDER THAN 36' • •• ▪ • • S1 13LSS TYPE 'C' 1 OVERALL LAM. GLASS 080' Interlayer Sofres Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlas BR 'EI. DuPont De Nemours & Co.. Inc.' O 090' Interloyer DuPont Butacite PVB By 'El. DuPont De Nemours & Co-, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 •• •• •• •• & S.M.I.) .090" Interlayer Safes Clear And Color Glass By R'Eastman Chemical Co.' .090" Interlayer DuPont SentryGlas By E.I.'DuPont De Nemours & Co., Inc.' OR .090" Interloysr uPont Butocite PVB By 'El. DuPont De Nemours & Co.. Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 38' GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS • • • • • • • Mir ANN. GLASS • • • •••• 075' Interlaoyyeer • • • • • Saflex CP Wdh PET Core • • • • • • ByR 'Eastman Chemical Co.' O • • • • • • .090" Interlayer • Soflex Clear Md Color Glass • • • By 'Eastman Chemical Co.' • • • oe AIR SPACi • OR 3/8' AIR SPACE 090' Interlayer • •• ��•• • • • • DuPontSentryGlos 3/18' E T SREIID GLASS By 'EL DuPont De Nemours & Co., Inc.' •••• OR 090' Interlayer 3/16" HEAT STREN'D GLASS DuPont Butacite PVB 8y 'ELL DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS 075' Interlayer Saflex CP With PET Core By R 'Eastman Chemical Co: 060' Interlayer Safiex Clear And Coto, Glass O'Eastman Chemical Co.' .090" Interlayer DuPont SentryGlas By 'ELL DuPont De Nemours & Co., Inc.' OR 090' Interlayer DuPont Butacite PVB By 'EI. DuPont De Nemoura & Co., Inc.' 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS SILICONE i m GE 1200 ®'1 DOW CORNING 899 DOW CORNING 995 'O XL EDGE SPACER �brl T ST. STEEL BY 'CARDINAL' C. ■ Eng OR DURASEAL BY 'OUANEX' lam, �'T1�l�if� SUPER SPACER BY 'QUANEX' OR l 0 a O AT 1/4 PO NTS ALL SIZES GLASS TYPE 'Cl' 1. OVERALL. INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & '01' MUST 8E TEMPERED. (L.M.1. ONLY) to SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 O XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR ® �BIIIP' DURASEAL BY 'OUANEX' 177-7-11" .maOR i SUPER SPACER BY 'GUANO(' W. W AT 1/4 Po ALL SIZES GLASS TYPE 'D1' 1' OVERALL INSUL LAN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 SLUCONE GE 1200 DOW CORNING 899 DOW COINING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' & 'DI' Ee4r. JAM AHMAD PRODUCT REVISED re, complying with Uro Florida Building Cede AccaptmtcoNo Fa',. .Q' Ex Italian Data "%L:/ 1 1 NH= uct Can .0 U 81 gg apg WI Vr dE e ig cDue+ o0no : I c E o tl 'drawing no. W10-02 (sheet 3 of 6 s • • •• ••• • • ••• • • •• • TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS re = 3900 PSI MIN. (, f�� I TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2° MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 20D0 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)2848100 FAIL (305) 2628978 i a 8 INSTALLATION DETAILS THRU 1X CONCETE WOOD BUCKS INTO R FLANGE INSTALLATION DETAILS THRU 2X BUCKS DR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY 9110 CONCRETE FLANGE 1/4" MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS& FLANGE SEE ELEV. SHIMS lav w°oo BUCK FOR SPACING METAL. � WOOD STR TYPICAL ANCHORS o STRUCTURE 0 11 CD SEE ETP/• FOR SPACINGv c :.0 SrrprAL ANGH9Rs FOR SPACNfl L© ° kl41141111 ,� °:.:.��, Will ► 1 ,+ ,•: '4 ® Inl , '1117.--0E i li mi.■.TEli �.� �� i c m R GJ CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 *11111,6111— ® t81�Ii�Ili` 1) _ t n�� ..., �_7,4� r 0 WWI RI . • #7 • • • WOOD ° i ?• •' ° '°. ••••w 16Y BUCK • 'o . TYPICAL MTCHORS • SEE EIEV. • • FOR SPACING • • I - o e. . CO Q • . . •• • • • • 1/4" MAX. . . •• •• •• •• •• EQUAL I1EG • • • EQUAL LEG SHIMS- EQUAL LEG ' © EQUAL LEG • • • <.v 0 i • • • w • . 2L8Y WOOD BUCK °W000 • ° METAL B 1 • • gI .. •CD A 1 STRUCTURE C 1 .. � STRUCTURE TYPICAL ANCHORS • •• • t II PTA g iii �;]f SEE ELEV. FOR SPACING • L_._ , • 0 :7 2 i, �j 2. c i NO CHANCE THIS SHEET NO CHANGE 0 6 SHEET i V .... ,�—r;� • © —rte �i i� INIt'H i � ! - �� �:_. _4�.c'iAri Oill ANCHORS • r SEE EL SEE ELLY. FOR SPACING 'v °• I�='�IIs WOOD . _ > ..•^ . ° 18'y am .-•°°� H ° TvicAL ORS ELEV.' FOR SPACING © ,I CD TYPICAL ANCHORS SEE ELEV. FOR SPACING © 'or `• a o .22 I d S • S v. TYPICAL ANCHORS; SEE ELEV. MR SPACING 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMo AND TRANSFER THEM TO THE BUILDING STRUCTURE. , o W o 4 1 8 3 '- 1 a u �� 6 I '}� 1/4" DIA. TAPCON BY ITV KSI. Fy=92 KS) INTO METAL STRUCTURES 'ELCO' STEEL • 12 GA. MIN. = 36 KSI MIN.) 1/4" DIA. ULTRACON BY (Fu. 177 KSI, Fy=155 KSI) (Fy ALUMINUM : 1/8° THK. MIN. (6063—T5 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (STEEL IN CONTACT WffH ALUMINUM TO BE PLATED OR PAINTED) �q IAHAYD FIA CIE 70582 CAN. 38 PRODUCT REVISED es eomPty�Bwil6 Um Reda Building Coda Acc` 1o No O4T THRU 1 BY BUCKS INTO CONC. OR MASONRY 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Dote 7.3.4"-41 L. �trefienDate :%� �'�!� '/� . 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 I ?�t�• ►TT i�/,1 ,. ' ��" ' natami vet .mccl , S drawing rro. �10-02 (street 4 of 6 • •••• • w••• • •• •••• ••• • • ••• • •••• • •••• •• • TYPICAL INSTALLATION DETAILS %NU .re COMP -ANL \W10-02CGI1 ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL (305)2848100 FAX. (305) 282$978 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 MUWONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4• MAX. SEE ELEV. W000 BUCK FOR SPACING WO 28B.3 SHIMS ® WOR WOOD STRUCTURE 0 TYPICAL ANCHORS METAL STRUCRORE �•� 3 �� _,•, 1 a SEE ELEV. . FOR SPACING a.°Q HORS SEE ELEV. IIIIIViVilif Q •o SPACING �i'-�Ini ........ ° SERIES SENTINEL 130 ALUM FIXED WINDOW (LN.I.)(S.M1.): CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 TE_ (305) 593-8590 FAX. (305) 593-6592 J �—y� 9 t 0 r1 1 ***—----"--) 1_►...�tMIN. • Li'l _ gr._ l•— •• • WOOD ", v •.• • ... • •e ATYPICAL MPCHORS I• •• • FOR ELEV. ' FOR SPACING 1i11CK • • • 0r 0 ,1 < mo ©• \ x • • • • •2 3/6` • • 1/4• MAX. BUCK HEIGHT 1/4' MAX. • • • • 1• • • GAP GAP • : • • v : ` WOOD STRUCTURE NOT BY CG/ 1/2• MIN. 1/2• MIN. 01-4-1-44: • • EP • ` ' O C2 • • •• IF•I•FIN FRAME a © KBED s :j8:'»\. TYPICANORS:SEEELEV.FORSPACNG \ t��I 08 c H 'xi 4252 , x R 6 6 $ 6 • #8 SMS (GRADE 2 CRS)•: - • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE or. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. HOUSE BY C ® EXTERIOR BUCK WIDTHJ BUCK WIDTH T y 2 n o 4 a8:3-68 .. a 9 Ty d 5 1 I I I MIAMI-DADE COUNTY 1; MIAMI-DADE COUNTY APPROVED 1 1 APPROVED MUWON 1 i MUWON & MULLION ANCHORS i 1 11 m o ma W a 1 I �'-�^ 11 II "7�1 & MUWON ANCHORS SEE SEPARATE NOA SEE SEPARATE 11 NOA 11 II I b o i '. 2 .—. 8 1 1:, L ----- - JJ Eng: JAVAO I 1_ — �' PRODUCT REVISED 1 1 � FlACPE 70992 re complying wiN the noi& 11 (.+^ A Building Coda i I L ... j Acceptance No( -a4 - i � a ' 7.' . ' = Bei Q4 014 X 1• SMS. SEETYELEV.ANCFKNiS FOR SPACING Y + A.1315 �,ervp pY �i.... ill' • •�. Dade Pmdact ' of drawing no.1 W10-02 ( eet 5 of 6 • •••• • •••• • • • • • • • ••• • • ••• • •••• • •••• • • • •••• E1 FLANGE FRAME 1.335 • •�•,y J •'li"" cp F E/FIN FUME • • • • • • • • • • • .995 • • • • •a*.••• • t ••• • . • • • *184 E3 • • • • •• • •••• GIIAZINIS BMW (LAM. CLASS) • •••• • • r• • .120 • • •• • . . • ••• 1 • • • .1e4 •• Ea GLAZING BEAD (LAM. INSUL. GLASS) 1I I .000 _{-.125 .5I—f 00 GLAZING ANGLE (LAM. INSUL. GLASS) NAIL FIN ADAPTER O FLANGE ADAPTOR .180 .050 .085 .180 O FLUSH FRAME COVER 1.119 281 .050 1.981 O SCREW COVER ITEM PART j QUANTITY DESCRIPTION MATERIAL MANE./6UPPUER/REMARKS E1 001-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 001-119 4/ WOW. FLUSH FRAME/FIN FRAME 8083-T8 - E3 C01-121 4/ WOW. GLAZING BEAD (LAN. GLASS) 6083-T6 - E4 CM -123 4/ WOW. GLAZING BEAD (LAM. INSUL GLASS) 6083-T6 - 65 CGI -110 4/ WOW. NAIL FIN ADAPTOR 6083-T6 - E6 CGI -109 4/ WOW. FRONT FLANGE ADAPTOR 6083-T6 - M1 CG1-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 001-124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 C01-112 AS READ. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X I/81 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAIL$ Engr. JAVAO AFMAD CML FIA PE 70592 CA 536 2015 PRODUCT REVISED is complying the Fiorida Building Code with Acceplence No i .5' • ' a ..Amann 0810 ,. �.lif<(! 11Y 50.' n,. •mdeci 0 s 0 a s a c w drawing no. W10-02 sheet 6 of 6 ) MIAMI COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOR) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208' Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/economy CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by A1-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, 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 Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 & 2 , single sidelite in sheet 2 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sit.a.the request of the Building Official. This NOA revises # 13-0226.06 consists oft1 s peel t ncf evidence pages E-1& E-2, as well as approval document mentioned above. • •. • • • • ••• • The submitted documentation was rev'i we 1 1Sy C1ra'hd':t', P.E. MIAMI DADE COUNTY APPROVED • ••• • ••• • • • • . • • • • • • • • • • • • • • • 0 • • • • • • • • • • • . • • • . • • • 00 • •00 • •• • 00• • • • • •0• • • • • •• • •• • • • • •• • 0410 • • • • . . • • • •• • • • • • • • • • • • • • . • • •.• • . • 000 . • NOA No. 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) 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 manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for. their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former • Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER• • • • • • • • • • • • 1. This file NOA revise% # 14-1,46:04 e:cp jtitge0•8/08/ 18. 2. Test proposals appgoiskci, irat&I Z 7716/VI MA 12-0553, dated 04/25/12 approved by RER. 1 1,4-4 ,``\ `:1 Lt.�a� • • • • • •• •.• lshaq X. Chanda, P.E. •• °• • • •• °• • Product Control Examiner •• • •• • •• •• •• • • • • ••• • • •• • • • NOA No 14-1015.04 • ° ° ° ° ° ° • Expiration Date: August 08, 2018 Approval Date: August 13, 2015 .. e • • • • E.•1 • • • • • • • • • • • • •• • • •• •• • • • • • •• • • • • • • ••• •• • • • •• •• 000 • •• •• ••• • • • • • • • 6" MAX. HEAD/SRL CORNERS 2 ANCHORS TYPE A. 'D' OR 'C' AT SOLE ENDS • • •• • • • a •••• ••• Ill •23 1/2" DR. OPG. •••• •. • • • •••• TYPICAL ELEVATION (X ) 2 ANCHORS TYPE '6' AT SOLE ENDS DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAM. or INSUL-LAM. _7 Q �" I LEAF WIDTH FRAME HEIGHT II / 11 / __1Lf IY 41 INT.(-) 37-1/4" •Ili• 1 •••1 I 1 • •• • 1 • • • D.L' OPG. HINGES. 13-5/15' 80 • \• • e ••}-y 1 1 • /. 7- II. / 1, •• 11 •ii \ • 11 11 \•aF--- 11 • !11 II • 11 VI •,IRTyE —J-- -�''1 - \ \ 2 ANCHORS TYPE A. 'D' OR 'C' AT SOLE ENDS • • •• • • • a •••• ••• Ill •23 1/2" DR. OPG. •••• •. • • • •••• TYPICAL ELEVATION (X ) 2 ANCHORS TYPE '6' AT SOLE ENDS DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAM. or INSUL-LAM. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 37-1/4" 35" 96" 80 80 72" 8' MAX. HEAD/SILL CORNERS 0006 FRAME WIDTH 3" 6"" 3 0 T 000R DIOS. LAM. or INSUL-IAM. FRAME WIDTH 1 ! - FRAME HEIGHT EICT.(+) 10 C O— - o d - — - - //LOCK / / / / / / / /7 \ 11 \ Il LLL_ -N- I^ II \ II _` XI J� ` -___t+'/ 1I ;; II / __ I it / II u OPTIONS SEE SHEET 9 \ ,. /..%..€,/ \// \II/ \ \ \/ \ \ I 1 i \ ) / ACTIVE .�-ja-i /f -, DOOR OPTIONS 23 1/2" ILL OPG. 23 1/2" 0.L OPG. 4 ANCHORS —TYPE '8' AT SIRE ENDS TYPICAL ELEVATION ( XX ) 61, SEE CHART FOR QUANTITY N N SURFACE APPLIED FALSE MUNTINS MAY BE USED DOORS LOAD CAPACITY - PSF DOUBLE (XX) 000R DIOS. LAM. or INSUL-IAM. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EICT.(+) INT.(-) 72" 35', 96" 80 80 NOTE: VERIFY COMPLIANCE WITH EGRESS UMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4' 4 4 4 3/8" 8 8 8 1/2"7 7 - PRODUCT REVISED ateurolibilerID tie Mali Dolime Dale ll• lit -tet S.0 - dM <FUS0$)2.1 SERIES SENTINEL 180 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY 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 OURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE. 000R 0.1.0. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X 000RS) = FRAME WIDTH - 13.75" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 DOORS/SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. foI I -u Z pm 1 gE S $� r O &a� O� O g oIn o N' 0 . o ZZ m N 0 JERI �6 o �R VI r r U E 0 O 10 v 0 4 5 1 drowing no. W13-01 sheet 1 of 11 • • • • • •••• • • •••• • • • •• 8' MAX. HEAD/SILL CORNERS 37-1/4' DOOR FRAME WIDTH • a • \ •o� • • • • •• • ANCHOR TYPE SHIM 'A' '8' \) II // __1L/ --V I /11 / / / / / / / / © 1 \ It: II 11L_ \_-\ �r I^ ii \ H --_„ . .n( \ __= Tyr =111 11/ II / ==aF=./ 11 / 11/ / I / 11 • • • io •$ LI :11 • • •r 1/2'7 / _ ___ 'Lf ,......5.‘..r.If' n \ n .?,-_n \ �- \II K II —=�j VI 11 -_ \ -- • • • .11• 3 - • • • • • I� • • •••• • N .� .�..1 ACTIVE �) , m • • • •••• •••• • • •••• 2 ANCHORS TYPE 'A', '8' OR 'C' AT STILE ENDS 1 2 ANCHORS TYPE '8' AT STILE ENDS 'TYPICAL ELEVATION FOR 3 HINGE DOOR (X) T a a SEE CHART FOR QUANTITY m 1 HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' '8' \) 1/4' / / / / / / / / © 1 \ It: II 11L_ \_-\ �r I^ ii \ H --_„ . .n( \ __= Tyr =111 11/ II / ==aF=./ 11 / 11/ / I / 11 3/8' D.L OPG. --- A _ 1 1 1 1 1 I_ 6 I 1 1/2'7 K OPTIONS LSE SHEET 9^ \ ice. \ ./, \/r \ \ 1 I I ec I %/ W \ ACTIVE I� I THE . SEE CHART FOR QUANTITY m 1 HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' '8' 'C' 1/4' 4 4 4 3/8' 6 6 8 1/2'7 7 - PRODUC REVISED es �VCead with the Florida beingsAnytime D/ 'O Fi Bete - r 23 1/2' 0.L. OPG. 23 1/2' tt 8 D.L OPG. 4 ANCHORS SURFACE APPLIED TYPE 'S' FALSE MUNRNS AT STILE ENDS MAY BE USED TYPICAL ELEVATION FOR 3 HINGE DOOR ( XX ) NOTE SEE SHEET 1 FOR DOOR CAPACITIES Eo .IAVAD AHMAD CML FLA. PE 70592 CAN. 3538 ATG 0 5 2015 'la uN F3 U O _M i 8 n ce V) - 0. 2 3 ZZG o=� U 0 ti tli 0 (date: 01-03-13 n a 1 drawing no. W13-01 (sheet 2 of 111 • . • •• • • • • • • : • 5 • •• • • • 0000 6' MAX. HEAD/SRL CORNERS 37 1/8' SIDEUTE WIDTH 0 x •1 0 • • . • a • • 9 • • •••• •• •• •• •• • . • • • • • •• • • • • • •• • •••• • •••• •• ••• • • •• • • • • • A DESIGN LOAD CAPACITY - PSF SIDarrE FRAME STATIONARY PANEL (0) SIDEUTE WIDTH HEIGHT (SEE NOTE 80.01T) INCHES INCHES EXr.(+) INT.(-) 24 6 80.0 80.0 30 7 80.0 80.0 33 84 80.0 80.0 38 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 42 88.8 68.6 24 80.0 80.0 30 80.0 80.0 33 90 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 24 80.0 80.0 30 80.0 80.0 33 88 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 D.L OPG. TYPICAL ELEVATION (0 ) 144' MAX. 8' MA%. HEAD/SILL CORNERS 36' SIDEUTE WIDTH 11 72' 3' 8' 3' /// 31 1/8' D.L. OPG. SIDELITE OPTIONS /v. / /LOCK OPT SEE ii \ . / g0 ONS 'T 9 \ ACTIVE 23 1/2' 36' SEE CHART FOR QUANTITY HEAD ANCHORS AT STILE & MULLION ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A 'B' 'C 1/4' 4 4 4 3/8' 6 6 8 l/2' 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEETS 1 & 2 23 1/2' D.L OPG. TYPICAL ELEVATION ( OXXO ) 4 ANCHORS TYPE '8' AT 5111E AND MULLION ENDS D.L. OPG. SURFACE APPLIED FALSE MUNTINS MAY 8E USED SIDFUTE D.LO. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 12.875' D.LO. WIDTH = SIDEUTE WIDTH - 6' STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDEUTE WIDTH - 4.875 SIDELITE TO DOOR ONLY z RODUCf REVISED roaaplIg wOt 1Ye Florid* DeldCode Am -Owe No PI -10/S:0 149 999919•9 Ask aI �1 Fi Wad M. #mats Canna 07 re Ow ce 2;7) m oRo ZZE USM FM. (305) 593-8592 A 8 droving no. W13-01 (sheet 3 of 11 DESIGN LOAD CAPACITY - PSF L✓ DOOR SIDEUTE MERE TO DOOR MULLION SIDEUTE LEAF FRAME (SEE NOTE BELOW) WIDTH INCHES WIDTH INCHES HEIGHT INCHES EXL(+) INT.(-) 24 \ 80.0 80.0 30 / \ 80.0 80.0 33 35 84 80.0 80.0 38 80.0 80.0 37-1/8 \/ 77.6 77.6 39 . 73.8 73.8 42 68.8 68.6 24 80.0 80.0 30 \YT , el. 80.0 80.0 33 35 90 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 • • • 73.8 73.8 24 • • 80.0 80.0 30 ••••, • • •80.0 • 80.0 33••!•••1 96 • 80.0• 80.0 38 •• • 80.0 • 80.0 37-1/8 . • - �v2 f 77.6 .• •. • . • • • •• • • • • • •• • • ... .. •••• • • •••• • DOOR FRAME WIDTH SINGLE (X) 37' MAX. DOUBLE (XX) 7Y MAX. SIDELITE TO DOOR INSTRUCTIONS' USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES ON SHEET 1. 2. SELECT LOWER OF =ELITE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME ..SIDEUTE WIDTH- I. WIDTH © L✓ J / 1' o- o-- / F/ 0 •, . \ %r \ /' f \ 1 ( 1 . 81 SIDEUTE DOOR FRAME DOOR FRAME _ SIDEUTE WIDTH WIDTH ( + I WIDTH ( - / / o-- rr 0 •, . Y•, %r \ O /' f 4 O \ \ / \ / \ \ V ' , , W . ;o- \ \ / \ \/ i ( . WIDTH WIDTH o- - o , /' \/ \ / / o \/ \/ \ \ / \p--1 45 \\ / . 0 •, . Y•, it MULLION _ S 0XO DOOR STILE END ANCHORS 1 END ANCHORS SEE SHEET 3 SEE SHEET 1 (0X0) DOOR FRAME DOOR SIDELTTE . FRAME WIDTH • (../..' WIDTH ( WIDTH \: / 1 \ ___./ / \� /' /i it \ O \ / \ \ / \ / / \ V ' , , W . E ( X0X ) SIDEUTE WIDTH WIDTH WIDTH ( (, / \ / / • ;o- \ / \/ \/ \ / el. i \YT , el. ( 0X50 ) PRODOCrREVISED • m•NMY1•i with Ow Florida A�maweeNo 4-11 •Dy RyMslTan Da1q21 A 14 MI•rJDr* rodaH Count NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Ewan JAVAD AMMO DNA FLA. PE 70592 CAN 3538 n,. SIV 4 v iMn 402 4122 0 mi a r. 0 s 0 4.3 drawing no. W13-01 (sheet 4 of 11 • • • • •• • • • • • • • •• 3/16" ANN. GLASS 3/18" HEAT STREN'O GLASS • •• • • • • ••• • •• • • Alpo' Sothis Clear And Color Glass • • • • INTERLAYER'Eastman Chemical Co.' • • G Kuroray SentryGlaa • • 'Kuraroy Americo, Inc.' • 090' Kuraroy Butacite PVB By 'Kuraray America, Inc: •• • •• •• • • • .075" Saliex CP With PET Core — By 'Eastman Chemical Co.' • • •• • • • • 3«: • • • SS SIUCONE SJ9410RNING 995 COW CORNING 899 *ORA ROO .-•••• •••p• • •\ • • r AT 1/4 POINTS 7/16" LAM. GLASS .075" Satlex CP With PET Core — By 'Eastman Chemical Co.' 090" Saliex Clear Ano Color Glass By 'Eastman Chemical Co.' .090" Kuraray SentryGlas By 'Kuraray Americo, Inc.' 090" Kuraray Butacite PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'O GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 INTERIAYERS– s AT 1/4 POINTS 7/16" LAM. GLASS GLAZING OPTIONS 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS .075" Saes CP With PET Core — By 'Eastman Chemical Co.' 03V z 0 11 4Ii18O r a V 090" Wax Clear And Color Glass INTERIAYERS–'` By 'Eastman Chemical Co.' _ .090' Kuroray SentryGlox By Kuraroy America, Inc.' _ .090" Kuraray Butacite PVB 8 , c m 3/16' HEAT SINEW() GLASS PRODREVISER UOW OBy 'Kuraray Americo, Inc.' iCads O SILICONE Aanepls•ILr6t/017or /S,OV CI (1ANN DOW 899 GE1200 /•tlrewro/Z aDOW CORNING 995 \ oo 3A XL EDGE SPACER vI : lx -. / ST. STEEL BY 'CARDINAL' , a \ OR / DURASEAL BY 'GUANO(' OR SUPER / 8•g8 mEE '• AT 1/4 POINTS I" OVERALL INSUL. LAM. GLASS a S 8 ac 6 1 drawing no. W13-01 sheet 5 0l 11 • • •• •••• • • • • • • • • • •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. 1BY WOOD BUCK SEE OTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING g g Z TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 29Y WOOD BUCK OR WOOD SEE NOTSTRUCTURESHEET 1 METAL ' STRUCTURE 0 TYPICAL ANCHORS SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS 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 ESI, Fy=155 KS]) MIN. LENGTH = 2-3/4" INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 Ksl, Fy=155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'— 1/4" DIA. TEKS OR SELF DRILLING SCREW$ (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 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. WOOD AT HEAD OR JAMBS SG m 0.55 MYJ. CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. SEALANTS. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SIUCONE SEALANT. DOOR DETAILS 11 CLIPPED MULLION APPROVED II I SEE SEPARATE NOA I Eng JAVAD AHNAD FLA. PE 70592 C.A.N. 5201: TYP CAL ANCHORS SEE ELEVATIONS FOR SPACING PIODOC t REVISED r anplyf s WIN Hit Rork War Car Amara* No 14-f0/S=OY larmiss Diet hv�It1 Co•fyet (4*4V n Z FI 8 0 U 3 8 FAX. (305) 593-8592 NEE c 0 °o 5 0 c 8 Browing no. W13-01 (sheet 6 of 11 • •••• • •••• • • • • • •••• • • •••• • • • • • • • • •• •• • • • • • • • • • • • •• •• • • ACTIVE LEAF 0.L OPG. LEAF WIDTH L DOOR FRAME WIDTH O 3/8• MAX. SHIM 1BY WOOD BUCK r SEE NOTE SHEET 1 • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR a � •T�p�a;:ca�eoe gi: D.L OPG. LEAF WIDTH 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 DOOR FRAME WIDTH LEAF WIDTH INACTIVE LEAF PRODUC f REVISED wpybi oR\ De Flan& Coda !impactor Nul 5.-101 •'-'7 `. Ey1tMM Date • Mind We F Comma ,Rs Z �CQQj Q6 E aao 1 o 8 . O �. ( O �a<61E g V a. O v 3/8' MAX. SHIM 28Y 19000 BUCK OR W000 STRUCTURE SEE NOTE SHEET 1 DOOR DETAILS to CC S n 0 o n� 03 s Zz{�' —og O W FAX. (305) 593-6592 0 R 5 A c a g 0 6 W U C a 0 9 drawing no. W13-01 (sheet 7 of 1 1) °• TYPICAL. ANCHORS SEE ELEVATIONS ) `�� 4 _ .•EDGE°DIST. P . FOR SPACING •. .. Z . LCCNCRETE. ' . i :..v CONCRETE.' a / 1 •••, } Z g 2fo AL-FAROOQ CORPOIZ ENGINEERS & PRODUCT DEVELOP 9235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL 0308) 2848100 FAX. (308) C01 ^ 1N ;r fl 0 3/8" MAX.' , / MATING JAMB FASTENERS 5 of I ° { �i 11 SHIM . • ... CONLRt�t : e © © FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 1 & 2 f11 X „ 0 1 111 MASONRY• . " + r (11 g. 4 PIA O x oO. �.! 0 3MaW fil --- - d FA I■r O{ • it +:i =L ,i • • • • • • lI 1I, it • '•.1 f,f o UOg F • •• • 4‘, •• •• EXTERIOR I • •0 — O D.L. OPG. LEAF WIDTH • IV • ••• • •• • .1111 lilt • SIDEUTE WIDTH DOOR FRAME WIDTH L^0 0 ` lig • •1 �,��• 7• 417) • 37 MAX. SINGLE (X) 72" MAX. DOUBLE ()CO 8 C . • • • • - A, F • • FRAME WIDTH ° BW 1 • • • : • • TYPICAL ANCHORS • • • • • • • 4" LONG I'RODUC f REVISED APPLY SEALANT o°i 1 $ 0 •. •• •3 • • •• • •• • SEE ELEV. FOR SPACING BEFORE MATING Vie >< with the ibeHl baldCade a • ••• •• Attepeeoea Ne / o/ .0V EtlkMiw Ole w o og p' • �+ ffi • • • •• • • ••• ••fit,6� . 1.....j>°8808 NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" Wad I** 2 c ` m 0 o scl Gobi •••• • • fjj�) • • • • r • , 2 • •--• • •--• • 1••• z k" N Eno: JAVA° ANM O CML UI FLA 70592 i o .y e to ro .g` fJ CONCRETE ; . Ij a • v • s . ° ' �1 i 2015 drawing no. EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS W13-01 FOR SPACING SIDELITE DETAILS sheet 8 Of TTS • • • • •• • • • • • . • • • • BILL OF MATERIALS `ITEM•1 -- — PART Pa DESCRIPTIDR NATEAIA1. MU. REMARKS 1 061-189 FRMAE )SAD AND SILL 6063-16 061 EXTRUDER • 2 C6I-190 FRAME JAMS 6063-16 061 EXTRUDER USED BY ALL OP11US 3 C6I-196 SEMITE WAD A140 SILL 6063-16 C61 EXTRUDER 3 PER =KR 4 061-197 FREE STANDING SIIEUTE JAMB 6063-16 C61 EXTRUDER OPTIONAL 5 C61-198 RATING SIDELIIE AND 6063-16 CG1 001800(R 6 CGI -193 PANEL 11P AND 801126 RAIL 6063-16. CGI EXTRUDER 7 001-194 PANEL VERTICAL STILE 6063-16 CQ EXTRUDER 9 C6I-199 SITAR BLm( 6063-16 C61 EXTRUDER OPTIMAL 12 061-191 FRAME HEAD AND SILL CSV COVER 6063-11 C61 001800ER 13 CGI -192 EOMI HEAD AND SILL SLANTED SCREV COVER 6063-15 CGI EXTRUDER 14 061-121 7/16' GLASS Q.AEIN3 DEAD 6063-15 CGI EXTRUDER GATIO0AL 14A C61-123 1' GABS GLAZING READ 6063-15 CR EXTRUDER 15 C61-240 sag MK PLATE 606346 CGI EMBER 16 C61-195 ASTRAGAL 6063-75 C61 EXTRUDER 17 C61-598 SORER COVER 6063-15 WT EXIIAI8R M SCELLANEDUS 1TEN B CODE PART 44* DESCRIPTION MATERIAL NA06'. REIMS 21 1118 mc -4947 FRAME GASKET FOAM A405011RT OR UMW 22 146 32024 .350 FRAN GASKET FOAM ARES, 's Ci ''V 23 IIS V3332166 .187 x .320 VEATISRSTRP PILE V/ CENTER FIN VIM DR BUN 24 M V33 200 .107 X .300 FM PILE V STRIPPING VIM V/ FIN ULTRAFAD 25 149 171-101-0 H1NDE (4 (/2' X 411 ALixu&DI CM -CUSTOM p�pTIIIIRI/�wEi°ppn��Zlki�NNI��17 25A MIO 03800-83323 HIDE (4 1/2' X 4') BRASS AG • 4Z-"24" E ii' 253 011 0380WS3 HINGE (4 1/2' X 49 6/5 HAGER 4'0144P 26 'V1'N-MS- 26 114 E61-382/ GLAZING BEAD BULB VINYL 061-0161014 27 447 3/8'-16 FULLY THREADED ROD - MIRED WITH 3/8' )EX NUT ZINC PLA1E3 28 - SETTQG sox 42 PER LITE/ EP124 11GNETER 8005 9GRE A •••• • •• • • • • • • . • . • • • • v 11E0 04 PART Ha DES6RIPT104 MATERIAL MAW. MUMS 1 C61-4503PL 3 MINT LMC ASSEMBLY (ACTIVE 1107) C61-CUSTDH USED BY ALL OMENS 19 001-1214 11.101401.1 ASSE1031.9 (INACTIVE LEAF) CDT-CIISICH USED BY ALL OP11US OPIUM 1 5455 PASS ACTIVE LEVER (ACTIVE LEAF) 8ALDUH4 3 PER =KR 5455 FD 111190 EMT (INACTIVE LEND BAURIIN OPTIONAL 8231 OEAD&RT (ACTIVE LEAF) BALDWIN 071104 2 .1060 DEA11I9.1 (ACTIVE LEN) DEXTER BY SCR, 100 103615 ACTIVE LEVER (ACTIVE LEAF) DEXTER BY SOL J10 101605 DUMMY LEVER (INACTIVE LEAF) DEXTER BY SOL OPTIMAL OPTION 3 DB2410 DEADBI.1 (ACTIVE LEAF) COPPER CREEK 112220 ACTIVE LEVER (ACTIVE LEAF) COPPER CREEK !_ slA 00049 LEVER (INACTIVE LEN) CLIPPER OSE)( GATIO0AL •••• • •• • • • • • • . • . • • • • v 11E0 04 – • DART Ha • • • • BESCRIP1104 REIMS 1 40 • 0 14 X 40/4' REX READ 91.1(S - 14211014 019008EMI 19 • . t 6 f 1741 PAI HEAD SNS - ASTRAGAL 011004ENT 12' FR1X1 ENDS m00_ • i 4004 0604' ON 949 - ASSEMBLY 3 PER =KR • •• •••• • • •• • • • •••• • .. • ••00 • • • • 4000• NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USER Engr. JAVAD /0444AD CML FLA PE 68 70592 C.A.N. 3538 7, 8. MI 6t I O N OoN3 N M . o a zz�m 30_ uzEA m 0 JO a m O m C a a drawing no. W13-01 sheet 9 of 11) . . • • • . • • • • • • • • • • Rod 8ott Assembly Maga M CGI CUSTOM 3 -POINT LOCK ipmhhclt TIP combat Acfmta 1!!I /10x3/4'PH 5315 TOP SECTION SHOWN (BOTTOM SIMILAR) po1/2'P11 YS Flushbolts (Inactive Panel) Top & Bottom 4..V z 0 43 1n N ^ d N Al1 $ Q • M p rROnuc r REvtsen Z id �wxrereFait•1 3 $— R IrYW ORe�n/Alol f•oV c5 0 rl�lb FAX. (305) 593-659 m 0 0 a S 8 oc • 0 drowing no. W13-01 (sheet g.lot 11 • • • • • • • • • • •• • O DOOR FRAME HEAD/SILL .062 1.625 1.587 tz FRAME COVER 3 SIDELITE TOP & BOTTOM FRAME p-1.587 1.625 .062 13 SILL COVER O TOP & BOTTOM RAIL t7 SIDELITE JAMB COVER Q HINGE & LOCK STILE : • •• • •• .070 • 245 • • • ••6011 • • • 1.060 • .. • •• •• •• •• • • • • • 16 • ASi1tAGAL ADAP?Qt• • • O SHEAR BLOCK SHEAR BLOCK PLATE •• • •• •• •)TL81, - • •••• • • •• • 0.120 •••• • •• 080 • •••• • • • 4.000 • • • ••• • . 25 2.388 0 1.225 DOOR FRAME JAMB 1.462 .080 4.000 .070 .420 0 3.005 2.000_1 SIDELITE FRAME JAMB 1.465 0 SIDELITE MATING JAMB GLASS STOP (LAM. GLASS) 8 GLASS STOP (INSUL. LAM. GLASS) Eng,. JAVA0 AHMAD CML FLA. PE 70592 CAN. 'Woozier Hewn. Ir1aj�cod. 'he "Ma& etlyindieia�r�y r. tSa .J.1n•, �.1F Certw tn o . 0 drawing no. W13-01 (sheat 10 01 111 • • • • . .' • • • • • • • • • ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS ` 4¢A I -7 HOLE CAP�� MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL ACCESS HOLE DOOR FRAME TOP & BOTTOM CORNER • •• • • • •••• • •• • • • • • . .• •. •• .• • . . • • • •. LEAF TOP & BOTTOM CORNEg SIDELITE JAMB CORNER TOP & BOTTOM ASSEMBLY FASTENERS TO 8E INSTALLED PRIOR TO JONING MATING JAMBS SIDELITE MATING JAMB CORNER TOP & BOTTOM Engr. JAVAD NAIAD CML FIA PE# '2 C.A.N. 0 roLL J 31 zd 0. U F. (305) 593-6592 c 0 Y e S oc 4 0 4 1 drawing no. W13-01 (sheet 1 j of 1 1) MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion -- L.M.I. 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 Al-Farooq Corporation, signed, sealed by Javad Ahmad,,P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.15 and consists of this page l'ana'i yr i� ttce tints -j'tthd E-2, as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Peret,•P.B • • • • • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midad e.aov/economy MIAMI•DADE COUNTY APPROVED ' •• • • ' •• ••• • • • • ••• • • • • . • . • • ; . • . NO4 No. 15-0420.08 • F firati&Dalle:;March 28, 2018 •. 'A13provialbats:•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-5th Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 E-1 •• ••• • • • • Y• • • • • •• • • • • • •• • • • • • •• ••• • / Manuel P ' , P.E. Product Control 1 xa iner .•. ••• •.••: ••�1Y04. No. 1 -1420.08 • • : •• • • • Foxplr%%tioq pa3e:: March 28, 2018 • •• • • • • • 64PProvol Oa'tg:'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. H1L-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion -- L.M.I., approved on 02/28/13 and expiring on 03/28/18. E-2 ....... . • • •. • • • • • • • • • • .. 1 • • • • •• • . • • • ••• ••- •. Manuel ' er ' .E. Product Control E ner .'. •:• .•. ••: .•.N 14 No. 15-i 20.08 • • •• •• II • E,IDiratioli.l3a¢: March 28, 2018 ••• •' A4 ;.. roveLl%aie;'August 13. 2015 •••• ••••••• • • • •• • • t • •• • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1..........i a2s 125 i�`''U �_ iN HOLE 2000 .125 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 331.74 1F]. (303) 2848100 FAX (308) 202-6978 �. J, =`` � Ali,,,, I Ciii---/L- ,,:141°111111'' - 41*4 4.000 _ , = .Iitr �_TlPiG1L GLA28G PRODUCT CUP 2000—�1 ANGLE ,... Sx = 1X2 .332 N\4 .33216 a\3 MULLION 'Me I� 6063-16 1y ` • ,► 6.000 M N lam) 2ooa 1I 3.009 000 I-2.000-1 is.125 6063-T6 II - -•-.125 1000 - 1y�i� ..-.1254006 W' DIMENSION MULLIONS I I.--2000 CONTAINING TYPICAL GLAZING PRODUCTS MULLION ELEVATIONS AND DETAILS In CGI WINDOWS & DOORS. 10100 NW 25 STREET MIAMI, FL. 33172 TEL (305) 593-6590 3)3. (305) 593-6592 MI11.LION 'W - IN. HORIZONTAL OR VERTICAL. r 1.688 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 3' 2.688 4' 3.688 Ix = .9502 18\4IMPACT SX a .6335 INV 1X3 MULLION 8. 6.68E1 SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IX = 2.9762 INV Sx = 1.4881 INV 2X4 MULLION AND NON-IMPACT RESISTANT PRODUCTS. - 715 RECTANGULAR ALUMINUM TUBE MULLIONS ¢ USING MULLION ROPERTIES ONLY 6063-16 NOTES; 6083-16 •• • •••• • • • • • • • • • . • • • - 100 • • • • • • • • • • • 1:5 • • • • r-2000---^I 125 ILS 1.675 1 I • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CGDE INCLUDING HIGH WWC1 Y HURRICANE ZONE (HVHZ). c o.O v .12511 MI V4 . PRI P 1 I O Iu • • a • • • • 6.000 • • • • b ..-.,�g j- AU. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS 1.E: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 4.000 MULLION CLIP FOR 1BY TUBES WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL B: AS 1SIED, SPACED AS SHOWN ON DEMES. EMBEDMENT 6067-T6 1.700 NA1. 8E BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN 'THOSE SHOWN 114 THESE DETAILS ARE NOT PART OF 1185 APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • MATERIALS INCLUDING BUT 1407 LIMITED TO STEEL/METALSCREWS. THAT ••• • QAO� • • • • • • • • • Lj • • • • • • • 125 • • • • • • 4 • • , • • • .g c • a u o g = « 3 a o !l E E e COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS L SHALL MEET THE INSTRUCTIONS; REQUIREMENTS OF THE FLORIDA BLDG. 000E USE CHARTS AND GRAPHS AS FOLLOWS 8./. " " �r-..�.--..- 1 t •a h $ I 4. 2.000 - STEP L DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 PARTICULAR OPENING. COUNTY APPROVED GLAZING PRODUCTS MEETING STEP USE OADE U EnFOR OY� AHLao PRODUCT REVISED 2 ABOVE LOAD REQUIREMENTS STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML FLA. y 70562 �.3 as complying wUW the Florida BWldiug Code Acceptance No 1.'•• '2O. IX = 2.0374 IN\4 SX = 1.0187 01\3 1X4 MULLION IX e, 8.2757 INVSTEP Sx = 2.7586 IN\3 2X6 MULLION APPROVAL. 6ryiwtien ate S17'.7V,4 L f 4.000 USING GRAPHS ON SHEET 2 SELECT MULLION 9IZ0 WITH 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED D BY /��/� ' 1 2015 drawing no. M95-13AAA� MULLION CLIP FOR 2BY TUBES STEP 1 ABOVE USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS JU wham s „. , Product CGI-395 6063-TB STEP 5 oN SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RAZING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. i 6063-TB 6063-76 sheet 1 of 5 2 J MULLION LOAO CHART 1',.2'x1/8" ALUM. TUBE NO STEEL CGI1X2 38- 3/8' NUL (PAN 60-6 /8' 63 20 26 30 36 40 45 50 25 60 65 70 76 TRIBUTARY IDITTH - INCHES MULLION LOAD CHART 80 56 .2,.4,.1/13 ALUM. TUB Nil ST E� CIiI2X4 ,.. VERTICAL MUM GIAZNG PRODUCT 4 GLAZING PRODUCT \ \\\__ e E • 66 • •• • • • • • • ... • • • • • • • . mM • e•• •63 • •• m •• ••• P: • •• •••• • • • • • 41 h • • •• • • •. 741/4• • •• • • T3. \\I BI ta* 20' ;io- 96" NIA_ SPAN .... 20 26 30 36 40 46 60 65 60 66 70 76 80 86 TRIBUTARY 53075 - INCHES p3 MULLION LOAO CHART 6) 11x3,.1/8 ALUM. TUBE :N0 STEEL CGI1X3 20 26 38-0/8' 50-5/8" 56. 74-1/4' 30 35 40 46 60 66 60 65 70 76 80 86 TRIBUTARY 4IOTH - INCHES MULLION LOAD CHART 2x6,.1/8 ALUM. TUBE NO STEEL CGI2X6 74-1/4' 84 MLU. S.AN 20 26 144" 30 35 40 45 50 65 TRIBUTARY 010114 96 108• 120". 132' 60 66 70 75 80 85 - INCHES 63 20 25 30 35 40 46 50 66 60 66 70 75 80 86 TRIBUTARY 410TH - INCHE5 MULLION LOAD CHART 1,.4141/8 ALUM. TUBE NO STEEL CGI1X4 66" 6t 74- 1/4` MUL 8 G PRODUCT ,.. VERTICAL MUM GIAZNG PRODUCT 4 W1 82 ARCHES TO BE N506166D 2460E RECTANGULAR SHAPE a HORIZONTAL 16JUJON 9i��NG qqy f' PRODUCT GLAZI1 `�•,,, Y GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (w) == WI +2 W2 NOTE: MUL.UONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Engr: 4WD MEAD CIVIL PIA. RE i 70592 282.015 PRODUCT REVISED as complying avith the� Fiiotide Building Codo i��TJ'r 08 Acceptance No FA•:lionDano5T;T7iE- 4918 By /PcI/1.111 M'•, Dade Product 5 z !i 00. 0 Si8401g ppD 114 a Q z O 0 t 0 0 O P. 0 T 1 i drawing no. M95 -13A (sheet 2 of 5 0 U 2 ANCHORS AT MULLION 5609 20 26 30 35 40 46 60 66 68 66 70 76 00 B5 TRIBUTARY WIDTH - INCHES 0 2 ANCHORS AT MULLION ENDS 20 26 30 36 40 46 60 68 60 • • •TRIBUTARY •l IU - INCHES • • • • • G• •\ANCHORS • • i- 66 70 • •••• CLP ANCHORS • ••• •!! CIAZIN�•I PRODUCT J mni• G1AZING PRODUCT II 3 CUP ANCHORS w1 W2 • • 76 4 ANCHORS AT MULLION ENDS E0 -6/8- B -3/B' 63' SPAN 14-1 e4- 56' ANCHORS TYPE A 036.4.1 ... .... .... ............... ............ ..• 20 26 30 36 40 48 60 SS 60 66 70 TRIBUTARY WIDTH - INCHES 4 ANCHORS AT MULLION 5609 -13-3 8 - 75 B0 85 ANCHORS TYPE 8H 0 a 9I 5 2 ANCHORS AT MILLION ENO8 20 25 30 36 40 45 60 66 60 66 70 TRIBUTARY WIDTH - INCHES 75 80 85 20 26 30 35 40 46 50 66 60 66 70 75 TRIBUTARY WIDTH - INCHES 1108ZONTAL BILLION AWES TO BE /—O R GUL SCRSHA E CLVJNO i 'lPRWUCT ��� r •• /v 1.• ' 0442160 PRODUCT ' 1. ANCHORan.1 6142240 PRODUCT L4ULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 +2 W2 00 B6 20 26 38 36 40 46 60 66 60 66 70 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTS ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPUCABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY ANCHORS 'BF' APPUCABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY 76 80 BB 4 ANCHORS AT MULLION ENO8 5 5 8 20 25 E3' SPAN /S' 60-9/0' fel'v z 4-1 6' 4 4- M• 08 2 ANCHORS TYPE B 50194 30 36 40 46 60 66 60 66 70 TRIBUTARY WIDTH - INCHES 4 ANCHORS AT MULLION ENDS 76 80 86 z 20 26 30 35 40 46 60 66 60 69 70 76 00 85 TRIBUTARY WE07H - INCHES .Na E: 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) PRODUCT REVISED a1Py6mBonmpt7NI h ' jDthe F0d l8985 �•�Ac042t Miam Dada Product 54. JAVADAHMAO FIA. PE t573.1592 70592 CMJ JUL. 8 2015 C 0 041 n z 3 8 E 5 C k 1 drawing no. M95 -13A sheet 3 of 5 • a'4 0 ULTRACON • ', 1/ ANGLE 2% 2 X 1/8• ALUM ANGLE _ 11..4 .9' • 2% 2 X 1/a"ALUM ANGLE 1 14 S.N.S. a T d 14 A11.1. E. 2/ ANGLE MUWON MUWON 2 X 2 X 1/8" AWN ANGLE 2-5/8" LONG 18Y OR 28Y W000 BUCK 4. MUWON MULLWN 2 X 2 X 1/B" ALUM ANGLE 2-5/8" LONG 1/4" 0 ULTRACON 2/ ANGLE . TO AACCCuWATEIVID � •CLIP.ANOLE TO NASDNRY 2 X 2 X 1/8" ALUM ANGLE 1 14 S.M.S. 3/ ANGLE 1BY OR 2BY WOOD BUCK MLIWON . " CONCRETE OR MASONRY BLOCKS 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG • • • • •••• S Ml • • • 2 SCREWS PER SIDE SEQU1RED:FOR 3' TUBE MULUONS CLIP AISLE ATTACHMERI81NO1F44PPUCABLE FOR 1"X2" TUBE MULL now •• •• •• • • • • • • • •••••T • •• • • •• MOUle••• • •• • • 2X2% ALUM ANiLL • • •• •••{• •••• • • ••• ••••• • • 2.000 MN. • PRECAST CONC' • 1 14 SMS. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4" DN. ULTRACON 1/ ANGLE 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2" TUBE MULL 3 SCREWS PER SIDE REQUIRED FOR 4' & 6" TUBE MULLIONS Engr I AFIWAD FLA. PE t57380392 UL 2020 PRODUCT REVISED es complying with the Florida Budding Code • -0444 OS Ex refm:Dale iii' 2D1& By d:GA. '_: %' a 0 v 8 5 1 drawing no. M95 -13A (street 4 of 5 (sheet 4,1 of 5 ) • • • • • •• • • • • • • •• • MUUJON CLIP 4(4. 0 ULTRACON • • • MULLION MUWON •• •• • • • • • • • • • • MUUPOA •.t. • •• • 1BY OR 2BY W000 BUCK •• •• • • •••It•. • ••••I•• • • •••i•• • •• • • • •••• • • •••• • • • • • • • • NOTCH CUPS TO z-1955 MARBLE SILL OR TRIM • •PRECAST CONC° ; . 1/4' DIA. ULTRACON 1-3/B° MIN. EMBED 1/ ANGLE SEE SHEET 1 FOR APPLICABLE MULLION CUP TO 1BY OR 2BY TUBE MULUONS AND FOR FABRICATION OPTIONS OF MUWON CLIPS Ener: JAVAD ALMAD CDS FLA PE it 70.592 CAN. 3538 7 JU 20 2015 PRODUCT REVISED as complying with the Florida Building Code Aeceptaace NoI O ori yhetion Date. �O Pl16 By Mmm. s :. c Product • •• RI A a 3 Z P oro 0 ti hCao MIN NOTCH WAD BUCK TO ACCOMODATE •CLIP:ANGLE TO MASONRY MULLION CLIP ismal MUWON • CONCRETE OR MASONRY BLOCKS 0i 0 N GT W LL aal §Id 64 �o-ry FAO a a 1 .i; (drawing no. M95 -13A1 .3. • • • • • • • • 0 • • • • • • • • • • •.. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELM' (Fu -177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY i 1�� •� - 1/4" DIA. ULTRACON 8Y 'ELCO' (Fu=177 KSI. Fy=155 KB) • • • • DIRBETLY Mi'O FILLED BLOCKS • 1- j"�MIN.•:EMBED INTO MASONRY • • THRy 1BY BUCKS INTO MASONRY 1-1, 4'bMIN.•EMBED INTO MASONRY • • • • • TYPIC0L EDGE DISTANCE • • • INTO CSNaE•rE AND MASONRY = 2-1/2" MIN. • • INT •TRUCTURE = 1" MIN. • • • INTO STRUCTURE = 1/2" MIN. • • • • • • • • WOODIA TU*AD, SILL OR JAMBS SG = 0.55 MIN. • COtCj� EAD, SILL OR JAMBS fc = 3000 PSI MIN. C-96 g0AT H/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • •• • • • • •• •••• • • • • • • • ACCESS HOLE #14 X 1/2" S.M.S. SEE CHART FOR QUANTITIES TUBE MULLION ANCHOR CHART NO. OF SCREWS TYPE A & D 2 TYPE B 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION . 1/9" THICK ALUM CHANNEL. LENGTH TO FIT SNUG INTO MUWON #14 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MULLION 2 PER CUP AT URGER MULLIONS 1 BY ORN 2BY TUBE'S ANCHORS DETAIL L1 METAL TO METAL CONNECTION Enon JVD AHMAD CMLFlA. PE // 3537592 JUL'2 8 201ii PRODUCT REVISED as complying with the Florida Acceptance ciTNo m'�� �Z'pO.O$ RN -Oregon Date athL2 4 2018 M Dade Product ( 0z gg ccY Qt QD 040 40 s a 01 o 1 1 5. drawing no. M95 -13A sheet 5 of 5