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WS-16-2084 A-1 NO * YQ Miami Shores Village AT, 3,3ri * ?WlllliSW�tlShzt�rs E �.� 10050 N.E.2nd Avenue NE � � �`i pl Ill trll Miami Shores,FL 33138-0000 es, Phone: (305)795-2204 5 ;z Expiration: 0112212017 :Q Project Address Parcel Number Applicant 1551 NE 103 Street 1132050310210 Miami Shores, FL 33138- Block: Lot: KURT GUSTINGER Owner Information Address Phone Cell KURT GUSTINGER 1216 NE 93 ST (305)751-5554 MIAMI SHORES FL 33138-2941 Contractor(s) Phone Cell Phone Valuation: $ 21,650.00 GUYCO CORP (954)520-4999 . .__. _.____ �_. m-. ...__. Total Sq Feet: 1900 Type of Work:REPLACE 23 WINDOWS AND 6 DOORS WITH Available Inspections: No of Openings:29 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:5 Review Building Fees Due jAnPay Date Pay Type Amt Paid Amt Due CCF DBPR Fee Invoice# WS-7-16-60735 07/26/2016 Check#:6269 $451.90 $0.00 DCA Fee Education Surcharge Permit Fee Scanning Fee TechnologyFee Total: 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 SZill G POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all wodone in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to d July 26, 2016 Authorized Signature:Owner / Applicant / Contractor / entDate Building Department Copy July 26,2016 1 Miami Shores Village , � Building Department 7JUL 2 6 016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 i BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2019 S� BUILDING Master Permit No. Q 1 N PERMIT APPLICATION Sub Permit No. LDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �/�' / CONTRACTOR DRAWINGS JOB ADDRESS: &--5!J Al City: Miami Shores County: iV Miami Dade Zip: 3:313F Folio/Parcel#: l! �55 /® Is the Building Historically Designated:Yes NO Occupancy Type: _Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):�f*P_! 6y5,be;*ems Phone#: 333 Y Address: J /)f A03 Irbl— City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 9va . -WV ® Phone#: 772 Address: /&39 C.W City: State: Zip: 3-33;17 Qualifier Name: CC44 allP �'�0 Phone#: - State Certification or Registration M C6C ,-Z.2... Certificate of Competency#: y DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 0%��g Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New pair/Replace El Demolition Description of Work: z �1442�A ,I `iT 40 tt_Qr Z`T Grp.► v ��®n t Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ 13, CO/CC$ 0 Scanning Fee$ Radon Fee$ 9- 95 _" p DBPR$ Notary$ Technology Fee$ 6 - Training/Education Fee$ Double Fee$ Structural Reviews$ /0 Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectpproved which occurs seven (7) days after the building permit is issued. Ip�e absence of such posted notice, the inspection will not and a reinspection fee will be charged. 1 Signature Signa fre OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing nstrument was acknowledged before me this 14' day of 20 11-P by day of CO-) .20 1( by r wh ersonally kno n to (�� >/D� who is personally known to me or who has produced as me or who has produced as identification and who didot p4n oat SOLO identification and who did take an oath. NOTARY PUBLIC: * * MYCOMMISSION#EE 870282 NOTARY PU pp�EXPIRES:April 23,2c01177 �•� �Q� GUIYGII IIIY 1G� •o�4P�Y p4e�%•,. Y I N#FF1 Sign: 4 Sign Print rl�� Prin •(ao7)39a-o153 Flori a otaryService,com Seal: Seal: b APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Aug. 19.2016 10:07 AM GUY RWOLO 95465919 S PAGE. 2/ 2 AC"R&& CERTIFICATE OF LIABILITY INSURANCE DgTE(MMh7OryYYY) 8/18/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND TH15 CERTIFICATE HOLDER. IMPORTANT: It e certificate holder Is an ,the policy(les)mugt be en oras , If SURROGATION Is-WAI'Vo—'s-ullect the terms and Conditions of the policy,Certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsoment(s). PRODUCER E: Cathy Lewis " Absolute Business Services IncH No Exe= 941-365-8123 A!C Nos 888 463-0827 52017 Station Way AODRPSs: Insurancecabsolutelnsuranceservlce.com INSURER(a)APPORDING COVERAGE NAIC k Sarasota _ _.._.._._......_..........,...,..:...,....,...............,.._._._ FL 34233 tNuReRAressPrart BCasualt _ fNeURED INeuRSR a. Retail First Insurance Guyco Corp INSURER C: 1638 Orlon Ln INSURER D: INSURER E Weston FL 33327.2328 1 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORT E POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED 13Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE 13EEN REDUCED BY PAID CLAIMS, IR.TR rift=OF FNtIIURANCE — DO etlgR ...'. " •,� ^. .paiLOCrlsKlr' OTJLW1:w --•--- ---- INBD tIItVD POLM,Y NUMBER M/DD MMIDD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIM&MADE F-1 OCCUR PREMI6E a occurron�oo— b 100,000 --. �.�_ �___.. •,. MED EXP(Anyone person) $ 5,000 A _. . FGL 50=28 00 7/31/2016 7/31/2017 PERSONAL 8 ADV INJURY $ 1,000,000 .GCN L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY U JECTPRO. U LOC PRODUCTS.COMPIOP AGO $ 2,000,000 HOTHER; $ AUTOM081LR LIABILITY a aoa Ont $ ANY AUTO BODILY INJURY(Pur pptson) $ ALL OWNEDSCHEDULED AUTOS __ AUTOS •BODILY INJURY(Per scddent)•$' -.w,•, w,,,"� HIRED AUTOS NON.OWNED AUTOS IT E Per Gant $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LUIS CLAIMS•MAOE AGGREGATE $ DED I I RETENTION$ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X ANY PROPRIETOR/PARTNERIEXECUTIYE YIN STATUTE ER B OFFICEEmermEXCLUDEDa N/A (420-47614 E,L.EACH ACCIDENT _ $ 500,000 (Niandatery In NH) 4/4/2016 4/4/2017 G.L.DISEASE•EA EMPLOYEE $ 500,000 D 0 RIPTION OPERATION$below E.L.DISEASE-POLICY LIMIT 8 500,000 DESCRIPTION OF OPERATIONS!LOCATION$!VEHICLE$ (ACORD 101,Additional Remarks$ohsdele,may bo atGwhed Nmore spaeo Is required) General Contractor.11CGCO62622 General Contractor.#CGCO62622 CERTIFICATE HOL13ER CANCELLATION SHOULD ANY OF THE ABOVE DEBOR185D POLICIES HE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shares Bldg Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ,, Awe- -0 1983-2014 ACORD RF'O ON. All flghts reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r- -r x ALwFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: LEGACY WINDOWS&DOORS Date: Jul 14,2016 Project Name: KURT GUSTINGER Engineered By:KW Project Desc.: 1551 NE 103 STREET Checked By: -�.•,) MIAMI SHORES FL 33138 1 (0 -2Qstj tom -s �190 r�ct fr.+a AFC Number: 16-0775 Building Height(ft.) :25 g. Design Criteria: -- i, Florida Building Code 2014 -- r u.nn��_ ii,Wind Loads are calculated as per ASCE 7-10. w171-1 ALL F EOERnL General Notes: -- __ •••• -Any deviations from conditions shown on calculations or drawings shall be engineered separajely. '••.•' ••••.• • • • -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless e0ed in inst� ation..•••:• -Engineering drawings are checked for structural requirements only. . � rp00t Additional Notes: •• •. .. . JUL 01s :••:•. t �� iy ' -ROOF TYPE:SLOPED 9 ' BY: 0 0 RISK CATEGORY. 2 Disclaimer: -This document is not valid without the embossed seal of an engineer employed by AZ-Farooq Corporation. -No portion of this document may be used or reproduced in any manner. U 4 2016 Unless authorized by signing professional Javad Ahmad, FL#70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afcene.com I alfaroogaafceng.com LEGACY WINDOWS&DOORS KURT GUSTINGER Wind Speed(mph) 175 Mean Roof Height[h](ft) 25.00 1551 NE 103 STREET Importance Factor 1.00 Height Above Gnd. Level[z](ft) 25.00 MIAMI SHORES, FL 33138 Exposure Category D Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.18 Coefficient Kzt 1.00 Coefficient Kz 1.13 Coefficient Kd 0.85 Velocity Pressure Evaluated @z fqz](Ib/ft"2) 75.30 Velocity Pressure Evaluated @h fqh](Ib/ft"2) 75.30 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft"2) Mark Comp Type W(in) H(in) S(in) A ft"2 Z4+ Z5+ Z4- Z5- Pos Neq Z4+ Z4- Z5+ Z5- In Zone 18 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 53.3 -57.8 53.3 -71.4 Z4 REST 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 53.3 -57.8 53.3 -71.4 Z5 •. ••• . . • . • .. • •• . . . • •.. • • . ... ••• • • •• .•. • • . .. Na J ®a ASCE 7-10 WIND LOADS ON COMPONENAS AN d . .CLAD G Af_:FA 0 000 •d CORPORATION, 1235 S.W.87th AVE,MIAMI FL.33174. TEL.305-264-8 100 .. • . 0* 0Engineers Seal �f gineert tiame.4r d Signature Design Date Design Reference Number . .•... . . . .. . • • . . 7/18/201610:35:29 AM 16-0775 . . . .. MULLION: 38,76 X 76.25 1551 NE 103 STREET 13M:1x4x1/8 TYP.NOTE: MIAMI SHORES,FL 33138 2.46.5 X 76.25 PW60 X 80 35.76 X 75.26 ALL CORNER COLUMNS ARE PW FD PW 44 X 76.25 13 12 11 10 EXISTING&DONE BY OTHERS 36.26 X 78 PW 14 9 2.48.126 X 75.26 MULLION*, PW 8M:1x4x1/8 37.25 X 78 37.26 X 79 "X 80 PW pyy 3525 X 79PW\ FD FLORIDA ROOM 188.78 X 78BVI 18 80 72 X 80 80 58.7FO 21 ! SGD 8 2.44.125 X 75.25 MULLION: PW 8M:1x4x1/8 FD� \ 18 I9 17 18 28HRX 38.376 22 7 8 48.26 X 7825 28 -'--- '` PW 26.825 X 76.26 PW KITCHEN BEDROOM 5 83.126 X 50.625 HR BATHROOM FAMILY ROOM -----•---- -------- 63.125 X 50.625 HR 23 BATHROOM 63X60 BATHROOM PIH 1ST FLOOR 2ND FLOOR 3726X80 24 BEDROOM DINING FD ROOM ---'•-------------------------------- 19.125 X 38.378 LIVING ROOM SH 25 BEDROOM 3 53.128 X 60.826 HR BEDROOM 4726 X 38 28 GARAGE HR 2 STAIRSILANDING i--- - 53.126 X 50.526 HR FOYER I NOT PART OF • `rc-�-s-i-s-.r • PERMIT 25 27 • • •• • • • • • 2-63.126 X 5 37 X 50 5/8 • •• • • • • ••• • 0.826 • • • • • • • • • HR PW MK ZONE MK ZONE MK ZONE MK ZONE MK NOA MK NOA MK NOA MK NOA MULLION: 28M:1xz8x1/8 AL-gAR00Q CORPORATION 02 4 11 4 20 4 28 6 02 16-0612 08 11 14101604 20 16-041303 29 16-0812.06 03 4 12 4 21 4 03 15-0512.08 12 16-0413.03 21 14-1016.04 oa a 13 6 22 a •• •; 84 1aQai3a3 13 ISy3 22 14.10115.04 THIS SHEET HAS BEEN REVIEWED 05 4 14 5 23 4 0t� 15 8 2 08 13M 039 23 16-081Z 08 ZONE 4: '-57.8• oe 4 16 4 24 4 �• • . ft 141,0413AS 14.164613A3 24 14-1015.04 TO VERIFY LOCATION OF 07 5 16 4 26 4 • • 070 1!-0443.03 16 14-1015.04 25 16-0512.10 ZONE 6:+ EXTERIOR GLAZING PRODUCTS 08 5 17 4 26 4 51i-71.4• 98 15-0013.03 16•f8-04•Il.03 26 154612.05 08 6 18 4 27 4 8M 141103.08 17 16-0413.03 27 16.0413.03 10 5 18 4 28 4 09 15-0413.03 18 14-0627.15 28 16-0612.06 WITH RESPECT TO ZONE 4&5. 8M 14-1103.08 18 16-0413.03 28M 14-1103.08 6:0-0 101 160463108 • • 0 i • ••• • • • BY: DATE: 01 1 L( I • • • • • • • • • • • •• •• ' ' ' •• •• "ALL INFORMATION PROV ED ••• • • • ••• • • BY CLIENT 7/18/2016 CLIENT NAME: LAGACY WINDOWS&DOORS 14 PROJECT NAME: KURT GUSTINGER . AL-FAROOO PROJECT ADDRESS: 1551 NE 103RD STREET,MIAMI SHORES,FL 33138 CORPORATION �Tk AFC A: 16-0775 TOTAL GLAZING AREA 844.27 SOFT �; • s� �•• s 1` Mai e • s • a 1 • 1 • 1 ® • ow- is 14-0627.15 1 SENTINEL 150 ALUM SGD LM.I. 4 1883/4 471/5 79 OXXO 60.0 60.0 GLASS P07 4 53.3 57.8 OK 24 14-1015.04 1 160 SENTINEL ALUM O/S GLAZED DOOR W/S/L L.M.I. 1 371/4 371/4 80 X 80.0 80.0 DESIGN/P01 5 53.3 71.4 OK 22 14-1015.04 1 160 SENTINEL ALUM O/S GLAZED DOOR W S L LM.I. 2 72 36 80 XX 80.0 80.0 DESIGN/P01 5 53.3 71.4 OK it 14-1015.04 1 160 SENTINEL ALUM O/S GLAZED DOOR W/SA LM.L 2 60 30 80 XX 80.0 80.0 DESIGN/PO1 5 53.3 71A OK 15 14-1015.04 1 160 SENTINEL ALUM O/S GLAZED DOOR W S L L.M.I. 2 60 30 80. XX 80.0 80.0 DESIG POI Si 53.3 71A OK 21 14-1015.04 1 160 SENTINEL ALUM PIS GLAZED DOOR W S L L.M.I. 2 593/4 297/8 80 XX 80.0 80.0 DESIGN P01 5 53.3 71A OK 2 15-0512.05 1 "SENTINEL 120"ALUM HORIZ SLIDING WDWNLM. 2 531/8 264/7 50.625 XO 80.0 90.0 GLASS P02 .Si 53.3 71A OK 3 15-0512.05 1 "SENTINEL 120"ALUMHORIZ SLIDING WDWL.M.I. 2 S31/8 26 50.625 X0 80.0 90.0 GLASSP02 5 53.3 71A OK 5 15-0512.05 1 "SENTINEL 120"ALUMHORIZ SLIDING WDW 2 531/8 264/7 50.625 XO 80.0 90.0 GLASS/1302 5 53.3 71A OK 23 15-0512.05 1' "SENTINEL 120"ALUMHORIZ SLIDING WDWL.M.I. 2 5318 264 50.625 XO 80.0 90.0 GLASS/P02 5 53.3 71A OK' 28 15-0512.05 2 "SENTINEL 120"ALUMHORI2 SLIDING WDWL.M.I. 2 5318 264/7 50.625 XO 80.0 90.0 GLASS/P02 5 53.3 71.4 OK 29 15-0512.05 1' "SENTINEL 120"ALUMHORIZ SLIDING WOW 2 261/2 131/4 38375 XO 80.0 90.0 GLASSP02 " S " 53.3 71.4 OK 26 15.0512.05 1 "SENTINEL 120"ALUMHORIZ SLIDING WDW 2 471/4 235/8 35 XO 80.0 90.0 GLASS/P02 5 53.3 71A OK 25 15-0512.10 1 SENTINEL 110 ALUM SINGLE HUNG WINDOW L.M.I. 1 191/8 191/8 38.375 O 75.0 75.0 GLASS P02 5 53.3 71A OK 16 15-0413.03 1 SENTINEL 130 ALUM FIX WINDOW L.M.I. 1 371/4 371/4 79 O 80.0 80.0 GLASS/P02 5 53.3 71A OK 1715-0413.03 1 SENTINEL 130ALUM FIXWINDOW L.M.I. 1 371/4 372/4 79 0 80.0 80.0 GLASS P02 5 53.3 71.4 OK 19 15-0413.03 1 SENTINEL 130 ALUM FIX WINDOW L.M.I. 1 371/4 371/4 1 79 O 80.0 80.0 GLASS/P02 5 53.3 71A OK 20 15-0413.03 1 SENTINEL 130ALUMFIXWINDOW L.M.I. 1 37 IL4 37''14 79 0 80.0 80.0 GLASS/P02 5 ;!` 53.3 71.4 OK 7 15.0413.03 1 SENTINEL 130 ALUM FIX WINDOW L.M.I. 1 461/4 461/4 75.25 1 0 80.0 1 80.0 GLASS/P02 5 53.3 71A OK 9 I5.0413.03 2 L.M.I. r1 1 461/8 461/8 75.25 O 80.0 80.0 GLASS PO2 5 533 71.4 OK 13 15-0413.03 2 SENTINEL 130 ALUM FIX WINDOW L.M.I. 1 451/2 451/2 75.25 0 80.0 80.0 GLASS/P02 5 53.3 71A OK 8 15-0413.03 '' 2 SENTINEL 130 ALUM FIX WINDOW L.M.I. 1 441/8 441/8 75.25 O 80.0 80.0 GLASS/P02 5 777 53.3 71A OK 14 15-0413.03 1 SENTINEL 130 ALUM FIX WINDOW L.M.I. 1 44 44 75.25 0 80.0 80.0 GLASS P02 5 53.3 71A OK 10 15.0413.03 1 SENTINEL 130 ALUM FIX WINDOW L.M.I. 1 353/4 353/4 75.25 O 80.0 80.0 =GLASS 2 5 53.3 71A OK 12 15-0413.03 1 SENTINEL 130 ALUM FIX WINDOW L.M.I. 1 353/4 3534 75.25 0 80.0 80.0 GLASS/PO2 53.3 71.4 OK 6 15-0413.03 1 SENTINEL 130 ALUM FIXWINDOW L.M.I. 1 255 8 255/8 75.25 O 80.0 80.0 GLASS P02 5' 533 71.4 OK 27 15-0413.03 1 SENTINEL 130 ALUM FIXWINDOW L.M.I. 1 37 37 50.625 O 80.0 80.0 GLASS PO2 5 53.3 71A OK 4 15-0413.03 1 SENTINEL 130 ALUM FIXWINDOW L.M.I. 1 53 53 50 O 80.0 80.0 GLASS 1302 5 53.3 71A OK 9M 14-1103.09 1 "SENTINEL"UNCUPEDTUBE MULLION L.M.I. 1 47 47 76 1x4x 8 85.8 85.8 ANCHOR/P03 5, 33.3 71A OK 13M 14-1103.09 1 "SENTINEL"UNCUPEDTUBE MULLION L.M.I. 1 46 46 76 lx4xl/8 85.8 85.8 ANCHO PO3 5 53.3 71.4 OK SM 1 14-1103.09 1 "SENTINEL"UNCUPEDTUBE MUWON LM.I'- 1' 45 45 76 1x4x18 85.8 85.8 ANCHOR/1303 5 53.3 71A OK 28M 14-1103.09 1 "SENTINEL"UNCLIPED TUBE MULLION L.M.I. 1 531/8 531/8 50.625 1x2.5x1/8 85.0 85.0 1 ANCHORIP03 I OK NOTES: Javad Ahmad,P.E. FL970S92 E.B.CAN 9 3538 •• ••• • • • • • •• ®r • ••• • •e• • • •• • • •• • • • • • r 936V,?wVS.V,I.e Lite 42t 3343 T:305.264.8100 F:305.262.6978 www.afceng.com alfarooq@afceng.com MIAMi•DADE 1 L&MI-DADS COUNTY MM. - PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(HER) Miami,Florida 33175-2474 BOARD AND CODE ADNIINISTRATION DNISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %ww.miamldade.aov/economy 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 (Iii 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 revolve, 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. DESCRIPTIOI\'s Series,"SrKntine 154"-Allumlt►um SlIding Gauss Door f o Rexnfoxcen�ents ;i.1V�I. APPROVAL DOCUMENT: Drawing No.W10-31 Rev K,titled Series"150 Sentinel Aluminum Sliding Glass Door",slieets 1 through 16 of 16(inclusive sheets 1.1,6.I,6.2,9.1, 11.1, 12,1, 12.2 and 15.1,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015, signed and sealed by Javad Ahmad, P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision 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&sill riser and the max allowable panels with in the unit frame area, in sheet 7. See anchor clusters DP capacity in sheet 8.Lower capa$M,Mall .00000 controls for the entire assembly. • 3. Max shim not to exceed%i"at Head/jambs&%2"at Sill(w/High strength poured&hade;lAr.9rotrt}�'I'� ill to be installed Nv/anchor type B-2, directly into cone. ***:Do LABELING:Each unit shall bear a permanent label with the manufacturees name or logo,t+5-,Mate ar.i els erip s an&•• following statement: "Miami-Dade County Product Control Approved",noted herein. "" 00* ' ••;••. RENEWAL of this NOA shall be considered after a renewal application has been filed an th ehas be i�ro�chan e PP tl. �I: �1 g...... 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 Aision'or ch*&ir�the •••• • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endors6ilwat of Any product,: 0•; for sales,advertising or any other purposes shall automatically terminate this NOA.Failure i'o comply wiW Uy ' 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& renews NOA#13-1121.06 and consists of this page 1 and evidence pages E-I &E-2,as well as approval document mentioned above. The submitted documentation vas reviewed by Ishaq I.Ciranda,P.E. • 10A N6.114-0627,15 rnarranaoa:caurrrr E plratign Date: SeptentJ 22,2020 rM ► _ r APO vtll Da ._%05,261i 4 � r 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 K,titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets I through 16 of 16(inclusive sheets 1.1,6.1, 6.2, 9.1, 11.1, 12.1, 12.2 and 15.1,prepared by AI— Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015,signed and sealed and 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)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& {LXXX,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 this test reports have been revised by an addendum letter dated SEP 24,2014,issued by Certified Testing lab.) 2. 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 24113.2.1,TAS 202-94 0000 along with marked—up drawings and installation diagram of Allure SGD,prepared by IWiqgne •••••• test Laboratory,LLC,Test Report No.RTL-0080-1208-090,dated July Ab 00;0,sigmed and .' sealed by Vinu J.Abraham, P.E. (submitted under files#12-0119.04/11-1031'x§) 0.: •••••• along with marked--up drawings and installation diagram of Alum. SGD (= ftared b� Architectural Testing,Inc.,Test Report No.ATI—C0733.03-450-1840D 19/12,14'gned- ••••• and sealed by Vinu J.Abraham,P. E.(submitted under files#13-1121.08/#12.0821.16)x... ..:..' C. CALCULATIONS 000000 •• 0060:0 1. Anchor verification calculations and structural analysis, complying witlj)'WY 014,prepared 00 by Al Farooq Corporation,dated 06/26/14, 11/18/14 and last revised on FEB.17,2015; •0• 0• • signed and sealed by Javad Ahmad,P.E. '0.0 : 0000 :9060: 2. Glazing complies w/ASTMS-1300-02-04&-09 •• • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-1 r z CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours,Inc.for the "DuPont Sentry Glass®Interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 1231.08 issued Eastman Chemical Company(MA)former Solutia hie. for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12-1213.02 issued Eastman Chemical Company(MA)former Solutia Inc. for"Saflex Clear or colored glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter dated 06/03/14, compliance to FBC201 ( :+edat;ipn}and No financial interest, prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated SEP 24,2014,issued by Certified Testing lab, signed and sealed by Ramesh Patel,P. E. 3. Lab Compliance statement,part of above referenced test report. G. OTHER 1. This NOA revises& renews NOA# 13-1121.06,expiring on Sep. 22,2015. 2. 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. 0000 . . 0000 0000.. 0000.. 0000.. 0000 .. . 9 0000 . 060 00000 0000.. 0000 0000. 06 96 00 6 0996.9 0000.. . . . . .0 9996 0000.. . . 600006 .. 0000 Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-2 y,U �0 0 z � 3 A � U � w N PIXUDtiCI'kkYtaEo � o W a.eampl)ta••ft the Fbd& Asti•7 -p Z7� -/� z $J N NfidL�Ow�I� d �3 M� THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE'IMPACT. U SHUTTERS ARE NOT REWIRED. O S?�RU�S`SFNfiIN'i�T=-1�d'1�T'L►�utl+ti[Xt_�w'mYNr.-tw'e�c nnr�g DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 7 OF 16, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS, o R APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY•VOTH 4*0 • • • • • •• o g„ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUOING•HIGH VELOCW • • • • • IIISTRUCTIONS• HURRICANE ZONE(HVHZ). • • •• • • • r —� LAMINATfiD GLASS AND s 1;'_U TOY OR 28Y WOOD BUCKS BY OTHERS,MUST BE ANCHORED PNOPERNoo • • USE CHARTS As Fa.lrnvs. LAMINATED INSULATING GLASS @ Oc TO TRANSFER LOADS TO THE STRUCTURE. •• 00* •• • • • DETERMINE DESIGN WAND LOAD REQUIREMENT BASED LARGE/SMALL MISSILE IMPACT ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS ON WINO VELOCITY,SLOG.HEIGIRT,WIND ZONE o `� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USING APPLICABLE ASCE 7 STMOARO. ' - Eegn�JAV�AHW NOT ANCHORING OR LOADING DTEEeJ&JE • •• ORHEttE� LON S7� FOR 0 RTO PE d 92 .1Yv \ if A LOAD DURATION INCREASE IS USED IN DESIGN OF AlICHARS IMO WOOD aNLM • AEL tYsTNG QTS ON SHEET 8 SELECT ANCHOR OPTION MATERIALS INCLUDING BUT NOT LINKED TO •• • • •• • • • • �DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED STEEL/METAL SCREWS►UNIT • • • • STEP 1 ABOVE. COME INTO CONTACT WITH OTHER DISSIMILAR MATERW!`HALL MEET THE •• • ••• • drawing no. REQUIREMENTS OF THE FLORIDA BLDG. CODE. $TEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 i B, g 2015 y�10-31 SHALL APPLY TO ENTIRE SYSTEM. J ••• • • • • ••• • • (ahaot � of�8 • • • • • • • • • • • •• •• • • • •• •• Ig" 3a V TYP. n -HEAD AN TRAC 14' CHORS d 3 17 MAX. 0 z j 282 13/16°MAX. P DOOR FRAME WDTH �S d HEAD ANCHORS 0 46 1/8' ANCHORS IN PAIRS 2,3 OR 4 PAIRS 1��dA%. O tt AT HEAD/SILT./JAMBS pT gTp�ENDS NOM. PANEL WIDTH SEE SHEET 8 FALSE MUNTIN SEE O.C. O n CHART ON SHEET 8 OPTIONAL /{ (,` E FOR CAPACITY g•�, 1 13/18' 8 HEAD/SILL MIN• G7 CORNERS O 0 caI. WO REMFORCING ;4� AAT INTERLOCKS ZOP - M FOUR SCAPI m Q el 2 r7 1/8� a 42 1/8- 1 \ t====� D.L.OPG. D.L.OPG. N -Q - g OLa �N a NM z POCKET JAMB (SEE SHEET 4 & 6 SILL TYPE 82 ANCHORS It 8" W - —} & DETAIL M ON 2 OR 3 PATS 4e / 2 SHEET 13) AT STILE ENDS INTO CONC. 48 1/8' PANEL WIDTH JATRACK MB ANCHORS o AT 3'O.C. PANEL WIDTHo SEE CHART ON SHEET 8 FOR CAPACITYbUCr g g 2 TRACK =alplyfgy l+NM o g g 1 SRL ANCHORS B.IIp C ""j" t g t5 14" 3' M�Qk - a] MAX. IYP. ••• • • • •g" g° •• • �' 8" • • • e' i' 8' 8' 8" 8' I a I (1)VIRP a m (2)%EEP MIDI (2)SEP a6S1ER (2)um aAmm (2)689 OJJSU (2)Ka,CLUSTER (1)1w amm E„o,;akVAD AHkW Y CML I • • • • • • TESTED EMIT• • g ••• •• ••• ••• ••• ••• D.L OPENING I%lt �'� drowin no. D.L.O HEIGHT- DOOR FRAME HEIGHT - 9 11/16" + 4 9 O.L.O.WIDTH = NOM. PANEL WIDTH - 6' gB��' ��5 W10-31 PANEL HEIGHT- DOOR FRAME HEIGHT -1 3/16" aheatl.1of16 ••• • • • ••• • • kt'h�' :^. d "S� ,w,,.r U q w 3a 5� _ 7 m �h s o: ABV On '�'t`* � ,, � r�,� �' f z�,i ��, � .� s x�,.�ti t h r ;��?^e -= r•� 4t $�i � �FFii ��s.c� z� w � �� 'i•`� � �,��,'� `�- �, ma n r r a F n hg mm g has` } s x 6d ^§ s 4 Jrr'°, r � 1 -'^ t �' �' �t'#S § 3`H 4,`t `r7 t ss - Q M : r : #r•,. w L ri 1 " Crti r x, .. "_n r�°' 1 t r r^� '� � �' sw Yr � � .,� Z z� G,h,,.`'#z'A✓rg" ' 'r5-r "^ 3 r 3 t I t x gd lig' y ',v` 'z'{'" ?'$ r w 6�wG( the�Fb" Qtld1O v ie P,DENORy"'kS rw'. d 'zGjar F 1 BP 77,11 All, "54411'F�3f.�u'�r �r a, Si 9r< �� a�4. ' ��- f2t x�°y�''v 4 5 4 -G't .fl l-S tr. 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FRAME VflO7H PANEL W _] IDTH NON-REDiF.INTERLOCKS SEE CHART ON T�1 SHEET 7 o I F821s I � £ a 8 XXX(SHOWN) ,© O H l Q a Xoxx XD EXTERIOR o o V n XXX(REVERSE) c fag� DOOR FRAME WIDTH FRAldE WIDTH 0 aT NON-REINF.INTERLOCKS SEE CHART ON EEr7 4a H L J1 loss Y!eeii t } {{ Q N Rf XXXXXX 75 L � me oxxo(sHOWN) © Jf OH H L EXTERIOR NOM.PANEL WIDTH o o F3 0 Q DOOR FRAME WIDTH FRAME YAOTH u L Lw PANEL WIDTH N W G H J H 0 N M A H H Zz�„' S o- oo XXXXXX(SHOWN) © O O J �� 0 0 0 0 NON-RETS INTERLOCKS EXTERIOR SEE CHART oN SHEET 7 DOOR FRAME VflOTH FRAME YflDTH gg PANEL WIDTH H �[ G J H • W H H • •• e • � it " • • ' •• • • • • ••• • G 2 OXXXXO XXXXX0(SHOWN) •e© 00: ••• • • • ••e O O O O O NON-REINF.fNTERLOCKS EXTERIOR SEE CHART ON 4114110 Tk9liram Eryn JAVAD*WD SHEET 7 CIVIL ell�llt F1101,14FIA.PE 70382 C44.Rk ••• ••• •e• •••AO:f��IMIYwd;27.lrNOTE: APPROVED CONFIGURATION e ••i : • e•i •• "t7 i� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. .�1� ; NON-POGKETEQ DOORS (NON_gED,IFORCEO SHOWN •• • • f 4 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. SEE SHEET 7 FOR DPAkD REIN*RC{NG OP*CMS a .,y ,JS I; droving no. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 1-6 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �EB -�I,ZQ W10-31 ••• • • • • ••• • • sheet 3 oT�g • • • • • • • • • • ••• • • • ••• • • DOOR FRAME MOTH DOOR FRAME Yl. EL WIDTH SEE CHART ONTERLOCKS n r-- SHEET 7 of Hs I H r Z 3 I (D- 0 I`j H ly N F 1 a ® Q RIOR a PXXX(sHotvN) op XXXP DOOR FRAME WIDTH DOOR FRAME WIDTH EL WIDTH NON-RDNF.INTERLOCKS 004 o SEE CHART ON W i---- __-, SHEET 7 a 3 I -- ZZ Y0 F3_��{ -----"7 o- y I acdg PXXXXXXP(SHOWN) O EXTERIOR OF 'otDOOR FRAME WIDTH ' O DOOR FRAME WIDTH NON-REINF.INMLOCKS U$i NSEE CHART ON r-- SHEET 7 q(E), ""{��'' J 01- 1Tj� M I '. H H �Y 03Mn Ia ° Ip Z Z m 0 I IS K 30_� g i M PXXXXXX(SHOVIN) ® O O EXTERIOR O O PANEL WIDTH O O XXXXXXP LOCKET CAVITY NOT BY CGI z NOT PART OF THIS NOA DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF.INTERLOCKS c SEE CHART ON ° -- SHEET 7 c I •O d- H H IroS6 v a v n ^ 1 Ig • • C •• • • 01W a SbbA I M N I • • • • gy a a'� I • •• • • • Ec=_ y' O }� •• • O O O O PXXXXXO(sHOWH) V l^J EXTERIOR H PANEL WIDTH o_ OXXXXXP /WBDUCf NKVlb6D F),gr:JAVAD MMM _ APPROVED CONFIGLIRATION5 ••• • • FACAR.E t3, 7M2 -REINFORCED SHOWN)DOOR (ONM J8 5 SEE SHEET 7 FOR Op AND REINFORCING OPTIONS �t WTE: • • • § �i.JONPIGU#f10NSe• 1�015 SH:WN FOR ILLUSTRATION PURPOSES ONLY.THREE 3 TRACKS` 2 FOR APPLICABLE AON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7.POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. $ W10-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheat 4 0t16� • • • • • • • • • • • •• •• 000 O •• •• DOOR,�FpA1dE Y/�, MAX.FRAME-WIDTH 1i a REWF.INTERLOCKS 1•F t) SEE CHART ON SHEET 7 I� o 01CL O V XO(SHOWN) K1 EXTERIOR O NOM.PANEL WIDTH O u n OX �p �OWR FRAME W. MAX.FRAME WIDTH a 7 a SEE CHART ON E ONOCKB O al a 7 fD Hil H 4z Y7 Li O ®j EXTERIOR O Q XX NOM.PANEL WIDTH 88 X 3/4'SMS DOOR FRAME WIDTH �+ AT 24'O.C. MAX.FRAME WIDTH v N H I 8� 4 3 N f7 O JT EXTERIOR i O NOM. OXO(SHOPANEL WIDTH Cal WN) U o OXO(REVERSE) F77777777777— DSC.& ris ,a I ErOkpAOe a2�* •4Of I '"'�'. ° t 7(7Cf! r , `� ,v , �� • ' -• • i ••. '�n r 1 ` - Dade �bdwt C.qw IA ••e i p�'a zi j` X` i �SDtILAR� Q `' *�. .• .• 1� • "i►' `' a C>� I�" ir•� f� 4, �f � �- �e �i d h"i`I[5t�m a �'� y s,,'z ta,° :�§ ' •f :!•b 4bXi -• ir' � t''1 it , 'mak e `y - ; y�R"..� Engn JAVAD AHMM - . SEE SNEY:1"�°}' "zDF;hW1( fl9F�aai4ll�{Qf a w x, s r� CML FIA.PE/782"''` r "a"l -€ f ,,,,*�"• •'•• ♦ •_ _ .. `s F' r .3538 �� y "� �` z i i' w '' ��R� � � ' S • • GAL r � c..�� .z.�� W ,M ••� • � •�; ,2•FORb�LE�NON REWFORILUBTf�kT�Ai PLiRPO5E5ONf� �� SEE SHEET 7. / !� dmwirg no. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. RES W10— 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. F 2 52015 31 sneer 5 31 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a DOOR POCKET CAVITY NOT RY COI FRAME NOT PART OF THIS NOA NOTE: U v -WIDTH DOOR FRAME WIDTH 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. �� a 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. � - Z , 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. � ti I 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. r I i ; O `---- ®PEXTERIOR ©j � PX X ( ) DOOR FRAME WIDTHFRAME Vt. NONI-REINF. ] �T�f SHEET HART ON INTERLOCKS -, g � O �5sou �� I L__ EXTERIOR O Lt m PXX(SHOWN) XXP $ a DOOR FRAME W. DOOR FRAME WIOTH 03 ---� C3 ta S b I I 1R UI $ 3N•- S EXTERIOR JT ® Z z i2.. PXXP §o—A 'RAME DOOR FRAME WIDTH NON-REINF.IINTERLOCKS OTM V o i--- _ SEE CHART ON L --� SHEET 7 L I 1 J ta a anpytap wT4 Abe Rtoddc � �Aw�egi..Enn./ -Ot2 .(�• 4 Q EXTERIOR O O O O _� L'ptr"Ibnoal' 2a ji PXXXXP DOOR US& a rued o DOOR FRAME WIDTH •t� Imo. I�ITEF�OCKS• • • •• r_-- • S • • • • • • c°HE 7 ^ ^ WI H H • • • • • • • E°cx_�x •• •• •• • • •• O �Q I�•OO � IpO ° g T a M o" l a IWAD AN=CIVIL L I L__ • • • • • • • FLA PE+70592 S OH RIO P.N M !�.• O O C.(�N.3538 PXXXX(SHOWN) •• • • ••• • iH• H K1 L PXXXO APPROVED CONFI A,TIONe • •• • ••• • • • /� �\ •• • •• ••o • / o XXXXP POCKETED DOORS (NON-RE(NFORCED SHOWN) ! �:i I t dr°Ning no. 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G1wL M �16e"""'7✓••• • • FIA PE/70587 � r l-0 7�3 :fit APPROVED CONFIGURATIONS D�Ee •1. CONiIGURMTI0NSISFWWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON-REINFORCED SHOWN) • • SEE SHEET 7 FOR Op AND REINFORCING OPTIONSl' 7.TFOR APEIj�BL!WA REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. drawing no. aecCon!np 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEDI2015 W10-31 sheet 8.i of 18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DOOR FRAME WIDTH DOOR FRAME WIDTH NOM PANEL WIDTH NON-REINF.INTERLOCKS SEE CHART ON S EET 7 1p p o 1 U I i LL _ XXXXP Hom) ® EXTERIOR QH © Wm FRAME WIDTH ��Q O NOM,PANEL WIDTH NON-REINF.INTERLOCKS 8 DOOR FRAME WIDTH SEE CHART ON SHEET 7 I I I 1 1 g Iti I Q6 I IY 1 lR I M M I I I PxxxxxxxxP (SHOWN) ® O p p O O ExTEwoR ® O ® o FRAME WIDTH S m DOOR FRAME WIDTH NOM.PANEL WIDTH SEEN CHANT ONSH ET 7 G! - '-- Ln NM 1 H H H Iti d S3M U ZZ�.. Q 25 L--- I O PXXXXXXXX(SHOWN) ru �-- ® O HO O O XT © XXXXXXXXP OXXXXXXXP POCKET PARTLY NOT COI FRAME WIDTH EERIOR NOT PART OF THISS I NOA NON-REINF.INTERLOCKS NOM. PANEL WIDTH SEE CHART ON SHEEP 7 DOOR FRAME WIDTH -_u1DU••C•1'IQNFkCB• • ••• © •• •• O O� O ..f mC 2c L •• ••• • •••• • • • • • • • as • n• • • •• • • XXXXXXXO(SHOWN) EwOR APPROVED CONFIGURATION oC•$�'ox Z8^�,.i&N-.t gH.^�qSSxt{ E gr:JAv A}IDAO POCKETED DOORC (OM-REINFORCEDSHOWN) tl= i ithe • ••• • • a PE�ass2 SEE SHEET 7 FOR Op AND REINFORCING OPTIONS A�Flds/tf-062i.j 1 NOiQ t i jp B •• L CONFIPURA7 NS:HC&N FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS a •- I OR APP:W%Qt?REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. � droWing no. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. W10-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDC. sheatB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n>IetaN 2odn eAaAc7rY: r sF t GLASS cnPncirY Clt RTS TY a tU "A!&',PER 7,Aas PPB 1101 ooal py9 ,01F' INTERLOCKS " { . O�REINF. 91177 RSR4P. ExL ';dlr.W Ixrk• otrd-) 01 24-1/8 to BOA BOA am BOA 1 0 � LL 10 80.0 BOA a"36-1/8 10 60.0 OOA 80A 80.0 E U 42-1/8 10 60.0 60.0 "0 80A t, PANEL YlIDTN J c n �84 i/8 9 53.4 83.4 71.1 71.1 O F 24-1/810 a" BOA BOA 80.0 I 4 30-1/8 to BOA BOA 80.0 42-'/8 80.0 t_Mryw PANEL Y/1DTH VVa W m 84 10 60.0 60.0 W.0 80.0 a �>Q 42-1/B 10 BOA BOA 80.0 80.0 .. i A 48-1/8 10 BOA �.0 80A BOA VVVV� 84-1/8 9 53.4 514 71.1 71.1 W 24-1/e 10 BOA 80A BOA 30-1/8 10 BOA pA 80.0 BOA 36-1/8 90 10 e0A BOA 80.0 80.0 =4.PANEL YHOfN W`t.� 42-1/8 _ 10 60A $0.0 80.0 a" 48-1/8 9 BOA 60.0 BOA BOA IFyr ^ N x4-1/8 10 80.0 BOA 80.0 80,0 f '� 30-1/8f0 a" 60A 80.0 80.0 a 38-1/8 98 10 80.0 80.0 BOA 80.0 YYR 42-1/e 10 80.0 90.0 80.0 80A ,{ N 48-1/B a 6" eoA 80.0 eaa N P YADTH - IX GLASS TYPES O H'.'At'.'91' INTERLOCKS WITH RMF. N o Bir(+) 0114-) 3 N M 24-1/8 10 - - WA 80A 30-1/8 '0 - - 60.0 60.0 APPLICABLE FBC EGRESS 38-1/8 10 - - BOA A.., REWREM MS TO BE 42-t/9 102 to _ _ BOA REVIEYfED BY AHJ. 48-1/6 10 - - 69.0 O 54-1/S 9 - - 63.4 nj U'22 24-1/8 10 - 60.0 161D.030-1/8to - - �.0 �MB 38-1/B 10 - - 60.0 veoN.42-1/e Loa 10 _ _ eoA le,e-1/Bt0 - - BOA 9 - - 814 sl f g (� gg 24-1/8 10 - - 80.0 BOA Made I6d9ri CaOtOgt t O g 88 39-1/e 10 - - BOA 114 10 S gj S 36-1/8 - - 60.0 00.0 r$T L 42-1/B 10 BOA 60.0 Lz o g S? 48-1/8 9 80.0 60.0 24-1/8 to - - 60.0 60.0 •• 000 • • • • • •• NOTE: 30-1/8 to - - ' 80.0 60.0 • • • • • • GLASS CAPACITIES ON THIS SHEET ARE c ro At!38-i/8 lxo 10 - - 00.0 80,0 • •• • • • BASED ON ASTM E7300-09 (3 SEC. GUSTS) gIs 42-1/e to - - eoo wo • • • • •• AND FLORIDA BUILD{NG COMMISSION 4B-1/B 9 sau iK1A ••ih • • •• DECLARATORY STATEMENT DCA05-DEC-219 m ro o t m \ En W:JAV1D AF FMD 1 •t •" • •111 M • • FIn.�7•se2 3_ �F.RLO:[:* dro9lrg no. SILLRISERITEMS ES OR E8.1 ARE REQUEQ 5 2015 W10-31 »7 tib I INTERLOCKS ABOVE +60.0 PSF ONLY. y WITH 8E84F. aFlaet 7 oT 1 g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ''I/16"ANN, 3/18'ANN.CLASS 4 V SoW,OP W 1h PET Cafe 07S"Interlayer c Sollex CP With PET Care .� s"` ,t„ wtYAOa�CMemtaat aQe' OR•Eastman Chemical Co,' Z 3 SQ90fz `'S4f(Ok-(� hrW0u1"iigy`9 3/8'AIR SPACE 090'Interlayer �•�f s Saflex Clear And Color Glass y� 13y'Eosirnan Chemlwl Co.' ¢9= lnterby� 3/18"TEMP.GLASS 090"Interayer IL �x Oapaat-fimltryGlas 08 DuPont Sent s By'E.L DuPontt De Nemours&Co.,Inc.' Aa x/16"HFJtT STRElNt9.OLpiS 3/18"HEAT STREN'D MASS C e i ;51LIC`ON ' SILICONE m OgTF CO} 899 GE SCS 1200 �' $ OOW X30RMNt3.888 DGyf CORNING 899 Q'# N DOW CORNING 995 x t3 7tk,`i/4POWT 'p> iCItES; O SETTING BLOCKS AT 1/4 POINTS ALL SIZESEPOU 9t ,OURONETER tib 8 1 OUROMETER 85±5 GLASS TYPE 'Al' Ix # 1'OVERALL ILis11L IAM.crass 3/8"SPACER AIR SPACE CONSISTING OF: : 0 .0045"THK. ST. STEEL RECTANGULAR SPACER AROUND 0 3/16'HEAT STREN'D GLASS THE PERIMETER OF THE GLASS, s 3/18'HEAT STREN'0 GLASS � jE N o tn �nm So ex CP Y.gdlr PET Cafe 075"Interlayer $I JI.C-4;; Softex CP With PET Coro 3 0 M OR Eastman Chemical Co.'' By'Eastman Chemical Co.' Z Z OR e IClear An 090"tnterlayer .090" z O Saflex Clear And Color Glass 3/8'AIR SPACE Safi"Clear And Color Ghee Co.' O g 0'Eastman Chemical R'Eaetmon Chemical Co.' 00 DuPont Sondes 3/ 18"TEMP.CLASS 090"Interlayer O DuPont SentryGlas By'E.1.OuPant Oe Nemours&Co.,lu.' By'EI. DuPont Oe Namours&Co.,Inc.' 3/18"HEAT STREN'D GLASS 3/18'HEAT STREN'0 GLASS SILICONEGE SCS 1200 SILICONE OMY CORNING 099 GE SCS 1200 DOVI CORNING 899 DOW CORNING 998 tv�rt DOW CORNING 9951ftno��' o E�PMrego SETTING BLOCKS / -CS�^�"Y` • E5 $ i AT 1/4 POIMS ON UTES SETTING BLOCKS $y WADER THAN 38" -i i AT 1/4 POINTS ALL SIZES M9Asri DeM *01 C 4.' IPOM a • • • EPOM • •• M OUROMETER 85*5a „r 0 • • • U[ipL1EjER 05t5 c d fid# [SrC • o r • • • • • c •• • • • • • • •• W o `- GLASS TYPE In Ergr.,IaVAD M9dAD: r 7/18'OVERALL IAM.GLASS • 1•♦�aer • • • • FLA.AM 7058x� y �' MAZING OPTIONS •; ;• • •; ; • • •• j •• • •• • •o• • drawing no. '2 6 f 015 W10-31 sheet 7,T of t g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 20Y WOW BUCKS W CLUSTERS IYP�'AL $ CONCRETE AT MTC.STILE i .& ENDSSEESEE NOTE SHEET 1 AT MTC.STILE iN CLUSTERS TYPICAL ANCHORS �U S •SEF.'CHART 3 KSI &INTERLOCK ENDS AT-MTC.STILE IN CLUSTERS aro mGE ° iBY VI06D� $ METAL STRUCTURE$ of ':F�OR'QUANTI[I.FrS,..' SEE CHART &1NTERLOt.`K LENDS AT MTQ.STILE CONCRETE FOR QUANTITIES SEE NOTE SHEEP 1 SEE CHART &INTERLOCK ENDS SEE SPEC BELOW EDS DIST .. '3 5/�'...' .. !:FrOR QUANTITIES; Z 3 5 FOR QUANTITIES p -� 3 5/8" F1 ANCHOR TYPE A ANCHOR TYPE 1 I �• DIST. � S I 1 w WTO 28Y WOOD BUCKS THRU BY WOOD BUCKS m ANC)tOR TYPE B. ANCHOR TYPE C m Fa d Q OR WOOD STRUCTURES - INTO 3 KSI CONCRETE X11 Y INTO 3 KSt CONCRETE INTO METAL STRUCTURES -` O 0<p$$ -Vftaffi°TAA'0 OA4A :(ANOBo�) OR APPROVED MULLIONS 9BJ.9Nat6068. WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS I INSTALLATION CONDRIONS SHOWN APPLY TO /�' k i e/0•BRgt ,,T ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH a austla AT R}U� 6l9.AT., 9'1'PT TRANSFER THEM TO THE BURAWG STRUCTURE. STD.OR ALTERNATE FRAME HEAD AND SILL T/NtmlOal I18TAi1fE%, .�1CHF)Tt+ E ELEV.Ft>ft SPACUR(i;: g DWR •1 8 8 8J 8 10) 4(e 6(8 4 8 8 8)FgA .h '• TOtr(h)EKr.(+)ExI(+T EXT-(+) EXT-0) Ug(+) fxc(+) TYPE A- t/4"x 3-1/a"LG TRe{b CO' (Fu-177 KSi FY-155 I(SI � TYPE'A'- 1 4"De a - Ui&8 DmNYu OR- INT.(-) INT.(-) BaY.I_ ) / CON BY'EI CO' (Fun177 K9.Fy°IS8 f61) ry 24-1/8 . 90.0 - - _ THRU 1BY BUCKS IWO CONCRETE II INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 30-1/9 .i j 80.0 - - 00.0 - Bao - I 1-1/4"MIN. EMBED INTO CONCRETE 1-1/2"MIN. PENETRATION INTO WOOD 38 1/8 , I 73.0 80.0 - 00.0 - 72.4 BOA g -0 4z 1 99.4 80A - -7 600 8a3 ea0 BUCKS INTO CONC. OR MASONRY THRU 2BY BUCKS INTO CONCRETE THRU )gY :81' 80A - 70.A e0.a eaa 80.0 1/2"MIN. EMBED INTO CONCRETE 1-1/4 MIN. EMBED INTO CONC. OR MASONRY I 0: ss-1/e 873 eoa - 883 eoo 89.8 e0.a l TYPEt,/a. .., let '(,t 7�,Rra•1f I w 24-1/0 99A 80M - soA - eoo - 4 x)1REOTlx INTO:CONCRETE biRE6RLY.WYd'-00NC.,DR 30-1/6 79,3 50A - 80-0 - 7&0 80.0 - '?° 1jj �- 36-1/8 69.z aao - 90A - eao 60A 2_MDR.EMBED;: i ,., �-,y ;',: =`t/+F'M1Af,EMBEC)iNTd�CONC.OR, $t)NRY•� I f' a$ az-1/8 82.1 eoo - 71.8 BOA 61.1 BBA TYPE'C'- t/4"Dte n F ORI I CREWS (lBtME s CRs) TYPE C' 1/4"DIA SELF DRILLING SCREWS (GRADE s cRs) N 1` 46-1/e 57A 90.0 - sso 80.0 502 80.0 INTO MIAMI-OAOE COUNTY APPROVED MULLIONS (1/8"THK. MIN.) I I INTO MIAMI-OADE COUNTY APPROVED MULLIONS (1/8- 4- THK. MIN.) I tV M 61/a S33 90A - 61s aoo aye Bo-0 INTO METAL STRUCTURES INTO METAL STRUCTURES O 3 24-1/9 i3.o - - BOA 71.8 I STEEL: 1/8"THK. MW (Fy 38 KSI MIN.) I I STEEL: Ile THK. MIN. F 36-1/8 73.0 80.0 - BOA - 71s eo.o g / (Y( 38 KSI MIN. Z Z 63.4 G7 ALUMINUM 1/8"THK. MIN. (6063-TS MW.) ALUMINUM 1/8'THK.MIN.(6063-TS MIN.3 I o 348-1/8 8O a.9 7x7.9 eo.o 73.3 e A a,t 80.0 TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -o v 42-1/e ae.7 w.o - 66.8 89.0 ass 80.0 L_ (STEEL W CONTACT WITH ALUMINUM _ Jl _ - - - eo.0 - eo.0 _ -...A8TT2,' F,_-•w, raw,. 30-1/8 aze aao ".a e0-0 117 '92' t fd' i lr nts @V l rc' (iyy?1( F,F�wY6d 9 ) g 3 9R�A40N�,_. O 311-1/8 9s sa3 e0.0 - 677 80.0 a73 w.o DIRECTLY 1NTd.X1NGRETE"i r INTO WOW STRUCTURE 1"MIN. 42-1/a ayz 7&3 Baa 60.3 BOA s13 eao " sr�L INTO METAL STRUCTURE v 3/4"MIN. 9 �/4 MIH E61BEO INTO CONCRETE 4e-1/e 47.8 71.4 BOA 86.0 80.0 ses Bao /- - - - '"i' CONCRETE AT HFAD,SILL OR JAMBS IN a MOD PSI MIN. 2ht/e 60.0 - - 00.0 - BOA - a NOTE: C-10 HM.LOW/FILLED BLOCK AT JAM1'rn-2000 PSI MW. c 36-1/9-1/8 eo-0 - - 60.0 - 00.0 38 - tr ANCHOR CAPACITIES LISTED ON THIS o 84.3 80.0 - BOA - 53.4 60.0 i3 SHEET TO BE USED IN CONJUNCTION SILL RISERS 4z-1/6 102 4a3 so.O _ &4.9 60.0 475 80.0 WITH GLASS CHARTS ON SHEET 7 SEE SHEETS 9 9A, 11 &1 I FOR OPTIONAL SILL DETAILS c 4e-i/e 439 60A - BOA 60A 43.2 800 AND SHEET 7 FOR CAPACITY �r o LOWER APPLICABLE VALUES CONTROL _ S $ b4-t/B 40.6 80.0 - 47.0 BOA 39.8 Bo.O 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B �itiVCLidR sg,,g 24-1/B 00.0 0. - 80.0. $oA TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE O1RElifT;t1 tj K$j.` R so-t/s sae BOA - B&O - 57.9 aao �# se-1/8 tae 50.7 BOA - 5&8 60.0 49.9 W.0 $ r' PLEASE SEE F0616WIMG•SMEEIS BOR DVAILSA • •• 71 - of a n _ a 11Vr • • • /6 45.0 80.0 52-0 0.0 8 44.2 60.0 •ty� '3� • • • • • • • • • • • • �� '!7`� a O�F 48-1/8 42_1 403 WA - 472 80.0 40.1 60A 6 U • •• • • • • �• • -,� � - •�C=-'(YI 24-i/8 80,0 - - 6" _ pA _ ��}r��•�� • • • • • 30-1/e 553 60.0 - e0.0 - B4.a 80A 9 iNtldUiTkiV & •• • 38-1/8 114 473 80.0 - 85A 80.0 48A tb.0mom � .ft w t\M9 Plow& ':•::::..; { 1 tf ,hxrr Y ri° 3 a/&, � 1 s AO AHNAD c `t 42-1/8 4y1 BOA - 48.7 80.0 41.4 BOA19 « 48-1/8 38.1 57.1 5a0 44.0 60.0 37.4 60.0 aa 6 y..a�-.(' �pj N °•,..3.5/B�� • 1,5�t �y J 1+ PE 7 24-1/B 80A - - 80.0 - 80.0 - O a 6116116• • ��4F •� '•.• .. F'LA. { 0592 '� n 3a-I/8 6y1 BOA - 60A - 813 eoA g �1 • • / f • ••.:•.:. ; �'r2' J8 1 } 36-1/e tzo M.7 �.o - a1.7 eao 4sA m-0 �� M� �9r>r ••N0-RETA� /No�• � iN 4z-1/a 393 5a.s eo.a 48a 80.0 38.9 �.0 �• • • • • • X 10MONItiTH our AT UT.BT9,E �•, I w.n •• • •• • WTERLOI'iI L•N(7s 48-1/6 3&7 833 �.0 4iJ eo.o 3a,t �.o $ �'t�5000•PSI MIN. 1 1 droving no. LOAIT EXT.+)LOAD$TO 80.0 PSF FOR ooaRs W/O REINFORCING ALL SIZES NOT BY c.cJ. FOR W10-31 LOST EXL((+)LOADS TO 10.0 PSF FOR DOORS W/REW.UPTO 96 IN.HT. MUST TRANSFER SHEAR ofc ZO�r LIMIT EXT.(+)LOADS TO 80.0 PSF FOR DOORS W/REU4F.ABOVE 98 IN.HT.UPTO 120 W MGH. LOADS TO STRUCTURE b U J 6hesei B aT 1 B • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V SEE SHEET 8 FOR ANCHORS x EDGE DIST. 35/8- EDGE ; a DIST.. EDGE DIST. 3 5/8' EDGE 01ST. 3 5/8' O �^ 'je tl d, 1 .,a• A♦ .SG 1 d• •I �, .ld 1. � •I 1"�YI � I � WEEP SIZE 1/4" X 1/8° VVVa° OAI Ntt C [ Al REFER TO SHEET 8 FOR VARIOUS O v® O INSTALLATION CONDITIONS. a ajG p m ® m OPTIONAL SLANT SILL ADAPTORS a 1 h , I ' DECORATIVE ° T. SILL COVER Fi LL r; O a OPTIONAL N N^. G3 04 a' W 1 `�l ONM�f Md } ZZIL� W n $o 'RA 1 -DA2 ' 1 / SILL RISER 1 POURED&HARD. ' •' ! e .1 REQO.FOR LOADS G HIGH STRENGTH GROUT ABOVE+80 PSF 4 ' NON-SHRINK,NON-MErALUC " ' RISER SLIPSI WIN. . C Eomm SHEAR LOADS To sm c ® m m ABOVE+°eo PsF 1�to 1 i�S O n ® O ® i • • •• i � pp ® ® Al ® • ¢�• • 10 • • © ® ® • o 1 NCO • • • •• • Oi_-,X Na • • • • • d � ...I...... 1 Efryp:JAVAD AHVAD _ a CAN.1538 2 . ..... ....... ...._ .. .. ... . .. .... ... ..... .... .. .. .. .. ... n 1 ••x c. Ir. CQi•1C. • � .s 'a. 3•KSICONC +. EDGEOIST.• I.R •' ' EOCE'DIST.•.. .3�O�•'j 3 r• • E OIS�'. .3 S/g!• ' ',s SEE SHEET 8 FOR ANCHORS •• • •• • ••• • �xr droning no. �9f�p.'4p15 W10-31 THREE (3) TRACK DOOR DETAILS sheet g orle • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEEP 8 FOR ANCHORS n z - EDGE DISI. 1 3/4- s EDGE DIST. 1 3/4" EDGE DIST. 1 3/,V Z R: a �N iq _ 'a;• ,ia. I. Ai. i4. 1. I g a C� :;q' Tr a C WEEP SRE 3/4" X 3/16" �r � E13.1 REFER TO SHEET 6 FOR VARIOUS Qa A e1 Mil C e1 INSTALLATION CONDITIONS. Q m 0 m m m ® OPTIONAL SLANT SILL ADAPTORS b g �, gg DECORATIVE � 8 N VY w t , 2<su COVER rn *�itvi �, ,I Ek , OPTIONAL a q{ N O ((T5t]:�i I s 3:N; r� bPbfA , , NW&ft.wff& SILL R6ER � POURED&HARDENED , ' e7 E8.1 READ.FOR LOADS o HIGH STRENGTH GROUT '� MT1d nxlwy C ABOVE+80 PSF ' NON-SHRINK.NON-METALLIC SILL.RISER �'� c g NOT BY CGI priWINMIN.OWS EB REOD.FOR LOADS I @ TgT MUSE TRANSFER SHEAR � ® (D ABOVE+DO PSF 5 4 E7 LOADS TO STRUCTURE II 1 © I p + 1 m o ® • ¢• • • • kQ Et 1.1 x • • •• • II o i_ Y O ...... ..... .... .. ..... EngC JAVAO AHUAO CML FIA.PE/70592 \ EDGE DIST.•'. .1 3J4`• 'm .•'. •••'•, 'Y i 391(51 CriNC. • .' i' v .'3•KSI CONC. 3 ' EDGE GIST:'• 1 4`• ••• • • E E 7 3J4 SEE SHEET 8 FOR ANCHORS •• • •• • ••• • �!r� drawing Tro. Si t W10-31 ALTERNATE THREE (3) TRACK DOOR DETAILS F 215 sneetg,TorTg • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. PANEL WIDTHu FOR SPACING 1�•6fAX. © LOAD BEARING EB D.L.O. E5o Oit SEE T H J z 3 SHIM Y1SA df SHEET 7 FOR CAPACITY O O Q -� dl 1 QQ�F7� ICj a 803 O O O 0 O a _ 4 t dt t QO Q O O O O O M14A M16A /IX6 1E4D.L•.O.L.OPG.EXTERIORL. NOM.PANEL WIDTH cPANEL WIDTH ULOCK STILE INTFRLOCK INTERLOCK ASTRAGAL 2 ,n8NFORCED) DOOR FRAME WIDTH (REINFORCED) . 0 WOD BUCKS 9°IOIy �►16°M°HdY �/1 N�o �ia•Mko @10 X 1-1/4•SS PH SYS MnMo•gdi M f O 1 PER CUP M1 r:! a 3 K /14 1 Z Z PANEL WIDTH © O 3 PER PANEL N Mc Tt O_ 1/2•MAX, N AT 18•FROM EACH END Y2 LOAD BEARING 1/2•MAX AND AT MIDSPAN 1/4•MAX (:1 U�? " SHIM D.L.O. LOAD BFARNGMZI SHIM w 88 X 3/4'SS FH SYS LOAD BEARING SAL Z.) ^ `i 1 PER CUP SWM STRUCTURE O rc TYPICAL AN SFS _ - •..TYPICAL ANCHORS --- TYPICAL ANCHORS FOR SPACI CSEE ELM SEE ELEV. 4 FOR SPACING 6 FOR SPACING o 4 6 'Jill 4 E>6 c 0 4 :+•.� 6 6 n • �B 4P' 8 '• •. • • • ••• d d 5 • �•�r�• • • • D O •oo g'- • * •' • • • yl C x--�Y EXTERIOR " F_XED P ND EXi. _ DOOR FRAME WIDTH ' DOOR FRA1fE YAOTH Ertgr..WAD NOW CIVIL FlA P 2X6 OR LARGER WOOD BUCK DOOR IR7AAIE w! •• ••• • ••• CAN 70584 VATOD STRUCTURE • • • • • • • • •. $ 00 a 09 W10-31 THREE (3) TRACK DOOR DETAILS sheet I p of 16 • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 x t r ^',,.i� ?- _ UMSHw($FOR; fn Z y k W '5"', 0 f j y+t+ w � x „ Ci t 41 +y yde y'a kk� %x x , P u WEEP SIZE 1/4' X 1/8" REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. O n n 5 4 r "44 r , t- irk r� eti w x IL z OPTIONAL SLANT SILL ADAPTORSIVE OPTIONAL DECORAT Su COVER , FS sF J rid'" yp• "L w r 1 � , � � stir @ r fz j i F� ' � r s' �l � �- fA � � 3 _ai O 10 i "a Y g am" M wMY 00 Fk" n __i��dd(tto SU RMM W OPTMAL FOR LOADS i Q ,� +SO PSF v ar A• ((,l•r� � r "7. h 7r 1� rTNwN 1 k'M 7#L N4 3�y I) ..M1 LT �� a z#��s ,�f'r '"�NON � a - ' ' ;� �era��g9 Faa��rttww✓ww p � (5 t) S> 4 � � 4 R y;. £ '•e;t r ��4S r � s f� +13Y' �� )� {,� r {pP$f�. jj �YR§�8 tX �fik x P� • ,+ i vet n`"' r.� `��^'"5,`'�"'''Y o Eagr. WAD Ni"CML . of ,x 4 31 4 +t ✓ t.f'''' �{'-� `x r ,r r ik ! R&PC i 70892 a a�' � �� syr r4' S�i' �� r y� �` �, '�y�� "1 d, ,�`i. �f -^.�� "r •�1 QAN. � ex*�'� �4� Z r. C 4 7" t T`7^' 4 1�k't t p �.£7YY R�" •4' �a�, • J gg d! £ �1 t f ery .��!i 9 IN d�Aroaing no. 8EE' fDli A f x ��'=„ ��F �' rc,a1 - _ �- a--'.. 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EXTERIOR ••• •• •• 000 • I '� •. 9 �2r 2015 W10-31 C-611t13of1B • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.735 5.921 1.340 1.340 • .070 .070 �� .875 •-��^--120 II �I .847 1.250 .847F 1.250 .995 •9d 5 .995 .050�9�5 0 0 -' 3.255 4.250 1.184 1.184 3.255 F F1 O FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) L .070 t 1 070 4.250 ��aaxx�� GLAZING BEAD GLAZING BEAD 4 735 5921 •MASS INSUL L.M.GllSS .995 .883 0 V � .070 '--e• 070 � 1.508 1.188 2 Q�Q P e� 815 I Q TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) v 1.250 915 O P- J.000 •725 065 '664 .060 �y .995 1.501 1.831 3.000 .;g .070 .070 tL 125 L FT EJ•t ALT. FRAME HEAD (2 TRACK) 13• ALT. FRAME HEAD (3 TRACK) .158 M 0 1.490 1.415 ® FIX. PANEL CUP 1.480 3.000 1.415 120 a .075 2.005 .070 2.600 075 EXTERIOR INTERLOCK (OPTIONAL) 2005 � n 640 070 2.800 E6 MAIN STILE .695 070 t 386 3.750 ® MAIN STILE (OPTIONAL) I 3.000 2.755 � ... 4.7J5 99b .285 .125 3.000---�I 0 w 5.921 -095 .095 Et FRAME SILL (2 TRACK) <l FRAME SILL (3 TRACK) I SILL RISER (OPTIONAL) 1.610 1.670 1.770 •0601.415 1.770 1.415 N M Y 3.188 3.572 .080 OD 3 M .075 .075 Z Z .070 2.600 2' -070 •070 _ 070 2.600 zoos 3_$-�� .920 S <9 U .840 O INTERIOR INTERLOCK .582 1.255 INTERIOR INTERLOCK (OPTIONAL) � 1.186 2.120 2.005 9.735 5.921 •ggb � � ® -^{ .572 aI� POCKET HOOK ASTRAGAL (OPTIONAL)Et.t ALT. FRAME SILL (2 TRACK) tt• ALT. 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REMARKS 1 7 470 6063-T8 CGI EXTRUDER E1 C �U d-153 FRAME 461 2 TRAGIC I .060 n EIA CCI-150 ALT.FRAME SILL 2 TRACK 6063-T6 _ CGI EXTRUDER - E2 Cd-151 FRAME JAMB 2 TRACK 6063-T6 Cd EXTRUDER - .280 Z r E3 Cd-188 FRAME HEAD 2 TRACK 1'850 .840 8083-T6 Cd IXTRUOER - —IY E3.1 CG1-152 ALT.FRAME HEAD 2 TRACK 6063-T8 Cd EXTRUDER E4 Cd-153 EXTERIOR INTERLOCK6063-76 CGI EXTRUDER - 4.765 .CBS 2 FRAME HEAD COYER i E5 Cd-154 INTETI NIERLOCIC 6063-Te CGI EXTRUDER - •080 1.621 ,640 Q 8 EB Cq-ISS MAIN MAIN STILE TOP& TTOM HORY 6063-T6 CGI EXTRUDER E7 - a Cd-158 BO 6063-T8 Cd EXTRUDER ` v EB Cd-157 SELL RISER 8063-TB Cd EXTRUDER - .344 Qg0 T3� h E8.1 Cd-tat ALT.SILL RISER(OPTIONAL) 6063-Te CGI EXTRUDER °o ' E9 CGI-158 ASTWC& 6063-T6 CGI EXTRUDER - .625 zpg K E10 Cd-159 INTERLOCK REINFORCING(LENGTH m FRAME HT.-8� 6083- - E2 FRAME SILL COVER o h Ell Cd TB Cd EXTRUDER FRAM -182 FRAME SILL 3 TRACK O E JAMB (2 TRACK) 0 0D p N - Q 8 E11.1 Cd 8063-T6 CGI EXTRUDER .243 -180 ALT.FRAME SILL 3 TRACK 6093-TB 001 EXTRUDER - 1.375 E12 CGI-181 FRAME JAMB 3 TRACK 6083-TS Cd EXTRUDER - E13 Cd-184 FRAME HEAD 3 TRACT( 8083-T6 CCI EXTRUDER - 1.791 Et3,1 Cd-182 ALT.FRAME HEAD 3 TRACK .060 O 8083-TB CGI EXTRUDER - 1.820 E14 lXR-168 OUTER-TRACK ASTRAGAL 6083-TB CGI EXTRUDER - a E15 Cd-170 POCKET HOOK 8083-TB CGI EXTRUDER - v� E18 Cd-121 7/16'BASS AZM BEAD 6063-Tb Cd EXTRUDER - FRAME JAMB COYER Gg S E17 Cd-123 1'CLASS GLAZING BFAO 6063-T5 CGI EXTRUDER - 5,951 .0� 1.620 n E18 Cd-153A EXTERKIR INTERLOCK (OPTIONAL) 8063-T6 Cd EXTRUDER - of .085 8063-TB Cd E7KTRg7 E19 CCI-154A WEROR INTERLOCK (OPTIONAL) EXTRUDER - O Y E20 CM-155A MAIN STILE (OPTIONAL) 5083-T6 CGI EXTRUDER - .545 IF 0 QC E21 Cd-156A TOP&BOTTOM HORR (OPTIONAL) W53-TB Cd EXTRUDER - .09U 1.620 E22 CGI-159A ASTPAGAL (OPTIONAL) 6063-TS Cd EXTRUDER - r y� m E23 Cd-i88A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-TB Cd EXTRUDER C,4;; E24 CCI-180 DECORATIVE SILL COVER(OPTIONAL) 6083-T6 CGI EXTRUDER - .825-�I d 0$M E25 fXUI-184 2&3 TRACK FRAME SILL SCREW COVER 6083-TB Cd EXTRUDER - Z Z E28 CCI-187 a&3 TRACK FRAME HEAD SCRW COVER 6063-TS Cd EXTRUDER - Q FRAME JAMB (3 TRACK) §y o 0 CGIFRAME JAMB SCREW COVER(OPTIONAL) 9063-T5 Cd EXTRUDER - U o E28 (OPTIONAL)CGI-1028 FRAME HUD 4 TRACK 8083-TB Cd EXTRUDER - E29 CGI-1029FRAME SILL 4 TRACK 6063-T8 Cd EXTRUDER - O E30 CC-1030 FRAME JAMB 4 TRACK 6083-T6 CGI EXTRUDER Ykl10UCi'kY.YIbPA Ml CGI-J82VRAZING BULB NNYL(WROMETER 75-80 SHORE A) WC _ bX� n>rh6 fAe FToNda pg M2 Cd-171C FOXED PANEL CUP(2-1/2'LONG) 8093-TS - 3•FOXED PANELKO.�d!• 8 9 M3 CGI-173 FIXED PANEL SHIM N! 2 S' BBBUUU T3f NYLON LI 2 PER FDIEO PANEL EfPMtlp80`;LSR� M70 Cd-176 FRALIE HFAO ANTNFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER NTEROCK/ASTFL �Y /A 2 c M71 W23201NG PIE YBTH CENTER FIN WOOL ULIRAFAB OR EQUIV. M72 Cd-177 PANEL.TOP&BOTTOM OUST PILE w00L/PVC SULLNAN - M13 TA-b1-PRS-180-C2SS TANDEM RDLUEq ST/ST AMESBURY 2 PER PANEL CK, M14 SGD-5W DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 PS M14A 01-0036-117 DUAL MORTISE LOCK Srfy• • 1NTEriLOCKs• • ATgt'yED 1p Mi BA DUAL LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT Mts scD-507 KEEPER • nwc• • �l9JRAFl• • 6lsi.w/2 8toX3/a'PH �N STILE AT 40" FROM BOTTOM o a d 0 MISA SW-507N KEEPER SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) s g Mte scD so3 RECESSED ADAPTOR • • I •• INS&w/2/10X3/4'PH ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) • -z"• • '11U.AAN• • NSL4T/2 B1OXJ/4'FH ZINC HANDLE SET (PART JSM5500) & (PART #SM2300WH) r� M 17 PSSOD-55801X7 HANDLE O ADAPTOR Z INTERLOCKS W.W/2 810X3/4'FH ZINC KEEPER (PART #SGO-507) (PART #SGD-507N) M17 SOD-5500 HANDLE SET ZINC SULLWAN/WERLOCKS - Ea9r.JA AO A—WX •1 M18 SM2300M HANDLE SET OPTIONAL ZINC SULLWAN CIVIL FLA.PE M19 SC52OW SILPRUF SEALANT • •SONE • •EL• • • GAX. 1M20 Cd-177 PANEL 70P&BOTTOM DUST PRE • • SVLUVAf*OR EQUIV. •PES PANEL M21 Cq-174 HEAD AND SRWALL ALL PILE PAD •• %00L• *IFfRA&B OR AUW 1 P IN LOCK/ASTRAGAL f O M22 CGI-175 SILL INTERLOCK PILE PAD1 •• �1lTRAFA�OR EQUWj • • i d�,tro�win no. 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FRAME BOTTOM CORNER 1"'G1 2 iiia W10-31 4 TRACK SHMVN Si188t f$, Of'I B ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S2 /p M Z m J 60 04 - 0 FRAME TOP CORNERn IItAME TOP CORNER s� � 3 TRACK SHOWN 2 TRAGI sNOWN PANEL TOP/BOTTOM CORNER 25 MITERED BEAD CORNER(TYPICAL) kn PC N S FN p Ln N 00 Sz Opp •• ••• • • /" cyd�N' • •• • o o ii •• •• •• CNULUCI'khY�OED PANEL TOP/BOTTOM CORNER •• •• • • • •• •kMIM PbHda SQUARE BEAD CORNER(OPTIONAL) Ertgr:,wvADLAwaAO a •� C� FUL red" �osss FRAME BOTTOM CORNER • • • A • • ~A4� _ i e 3 TRACH SHOWN ••• • • KK SN • • j' l,fi,�., �� •• • •• • • • • • • 1 drawing no. • •• • ••• • LfiB ;52015 W10-31 sheet�6 of�g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMU )E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy CGI Windows&Doors,Inc. 10100 N.W.2511 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. --r -- - DI�S I1'T ? ;. ea ps" bQ entlnel"Aluminum OutswinIZ]azec Doomw vvo 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 At-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 stampwith the Notice of Acceptance number and expiration date by the Miami-Dade County Product Cvntrol•Sectiori••••• ••0 0�. •• • ••• • • MISSILE IMPACT RATING:Large and Small Missile Impact 906:06 ••: ••••:• Limitations: 1. See Design Pressure ratings.single and double doors in sheets 1 &2,single sidelite in4e@ 3 and door mullio$"": in sheet A.For mulled unit lower design of door or sidelite or mullion shall apply to t9a extire assetinl%- 0 0:a 0 2. See glazing option in sheet 5 and locking hardware options in sheet 9. *6:00: •••• ••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logoi oity�state and series and• • following statement: "Miami-Dade County Product Control Approved" noted herein. 00 0• RENEWAL of this NOA shall be considered after a renewal application has been filed qnd fte has een 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##13-0226.06 consists of this page 1 and evidence pages E-1&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA Na. 14-1015.04 MIAMMADE COUNTY Expir>rtfon Date: August 08,201$,; Approval Date August 13,20 15 ;Page 1 j 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 I 1 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 24113.2.1,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 FBCV2e14.(51h Edition),prepared by Al Farooq Corporation,dated 10/06/2014, 45/10/4 5 and 19strevise3 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 "" ' ....0 . .. ..... 1. Miami Dade Department of Regulatory and Economic Resources(RF4). • ' ' .. .. ' ' . ...... E. MATERIAL CERTIFICATIONS 09 • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemoU a to.,Inc.Tor.their '. . . . . "DuPont Sentry Glass®Interlayer", expiring on 01/14/17. •••••• ...... 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical C&4a&y(MA•}fasmer :"": 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(5h Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &#12-0553, dated 04/25/12 approved by RER. Ishaq I.Chands,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 ONh�P' rm QUANTITY i w � A ,/a• n ht ' g 3�•� 8 8 8 0 a in4� O.dSp& .�„ s 1 i y - "v ;,. • ilk p 7: 3'N' In �p -rwy.yG .:,� �.^ } - ++��11 � r g y � r�•FllMflaM1 , g0�� 1.. i'Y4�e. x��M�+R W W _ �v, 11 �r+�'.� Y y.' rM•___... ,5'.O� O 0, UP wBENUNEL 160 DUMDUM SIDEUMS Ta N m PRCn/AL APPLIES TO SINGLE (X)AND DOUBLE(XX) LEAF DOORS 0 n,J, OR WITHOUT SIDELITES. p; r * �X r s rIDE UTES CAN BE ON ONE OR 80TH SIDES OF DOOR. Z Z 1 EE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. _ y 2 ANq L t EE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. $o EE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. V . E LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY HARTS WILL APPLY TO ENTIRE SYSTEM. xx PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EQUIREMENIS OF THE CURRENT RAItIDA BUILDING CODE INCLUDING HIGH VELOCITY CANE ZONE(HVHZ). BY OR 28Y WOOD BUCXS BY OTHERS, MUST BE ANCHORED PROPERLY TO c R LOADS TO THE STRUCTURE. I'111 Ff ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS . EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0(k1R " 1EfR Dlt� '` Ldl ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS £ Lyi�pp NA�om++ •• IH r d7r) ARE NOT PART OF THIS APPROVAL. 8 C• A LOAD DURATION INCREASE 6 USED M DESIGN OF ANCHORS INTO WOOD ONLY. NOTE: • •• • • • • ••• • MATERIALS INCLUDING BUT NOT LIMITED TO /EfAL SCREWS,THAT CONE INc m v o VERIFY COMPLIANCE WITH EGRESS UMITAT%;,WHEV.I&QtjpA ••• i ••• OF CURRENT FLORIDA DISSIMILAR MATERIALS SHALL TO US CONTACT WITH OTHER ALL MEET THE REQUIREMENTS NOTE: Fnpr.JKOD"m FLUSH BOLTS AND LOCKS MUST DE ENRAGED TO HEAD AND DURING R n.Lo. D M- a,FE+j=2 tit •i• • • 4205 PERIODS OF HURRICANE J/ TNG. • • • 0.140. HEIGHT• F>RAM! HEIGHT— 12.875' 1 NOTE: ••i i • ••i EFLO.yVIDTH•(� DV = FRAME WIDTH — 13.75- It, GLASS CAPACITIES ON THIS SHEET ARE • •• • •D.I.O. W (XX QOp ) a (FRAME WIDTH — 25)/2 BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• • •• • ••• • draWmg no. AND FLORIDA BUILDING COMMISSION DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13_01 DECLARATORY STATEMENT DCA05—DEC-219 SHUTTERS ARE NOT REQUIRED. ill ••• • • • • 0:0 • sheet of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �V 3 37-1/4' 7T• � 3 DOOR FRAME WIDTH 2 —K FRAME MOTH HEAD ANCHORS AT STILE ENDS Z AN HORS 8'MAX. TYPE'A', 'B'OR'C' 8'MAX, UANTITY CHART 3' SEE CHART FOR QUANTITY HEAD/S81 AT STILE ENDS HEAD/SILL 3' 8' 3' ANCHOR TYPE 6 CORNERS q I_ CORNERS A -- SHFLI ,A, ,9• ,0, Br 'III 11 I/4' 4 4 4 7 - I 1 Zvi 11I I ==,L111L_ p 4 a J a w LOCK OPTIONS SESHE9 1 J 1 t aw _ b ON — 0 I \ I 4TYPE �DUCFRRvtm_ IDfl%r1& En � N.0� z 23 12' �^z3 1/z• $ / /2' a xD.L. OPO. 2 ANCHORS D.L OPO. PC.TYPE'8' AT STILE ENDS ORS SURFACE APPLIED B' FALSE MUNTINS AT STILE ENDS MAY 9E USED TYPICAL ELEVATION FOR 3 HIN• DOOR l-YPIGAL ELEVATION FOR 3 HINGE DOOR _ R NOTE, SEE C_HFFT 1 FOR DOOR aPA RIFE •• ••• • • •. a•• •• ••• •• • • • •• Elpr.JAVM�AHMAO r ••• • • FLA-Z.A 70892 0 '•• ••• • • • • • C 3838 yp1 � aj •• • •• • ••• • drowtng no. W13-01 VAQ 9neet 2 or t t • . . • . • • • . • • •. •• . t . •. •. 144'MAX. �� 371/8- 36" 72" 36" M 59IELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELffE WID SEE CHART FOR QUANTITY Z HEAD ANCHORS 0 8'MAIL e'MAX. 3" 3- AT STILE&IBULLtON ENDS t� I HEAD/SILL F HEAD/SILL A QUANTITY CHART r'g a CORNERS CORNERS �.- �- ANCHOR TYPE pp o 1 1 1 1 SHIM I 1\ 1/4" 4 4 4 (Su d'D LL 1 1 3/8' B 8 8 1/2" 7 7 M 0 �1r= It ,� II o �• \ i/ M FASTENERS SAME LOCATIONS _- _�,Y o ✓ AS ANCHORS SHOWN ON JSHEETS 1 &2414 In0SOIL _ INACTNE - OQ 3 n A N 1 1 7 _ 31 1/B' 23 1/2" 23 1/2' 31 1/B" m $ Ll V O d D.L OPQ. 0.4 OPG. D.L OPG. D.L.OPG. D.L.OPG. DESIGN LOAD CAPACITY - PSF SURFACE APPLIED MELITE4 ANCHORS FALSE MUNTINS SIDELITE FRAME STATIONARY PANBL(0) TYPICAL ELEVATION IMCAL ELEVATION AT STILE AND MAY BE USED WID (SEE NOTE BELOW) INCHES INCHES Exr.(4) INT.(-) ° t oxxo ) MULLION Evros r� D c R 24 80.0 80.0 SIDELITE OPTIONS PWDUcMREVISEwftbtFbrld� 30 80.0 80.0 IrltIva Cade A pores Not -to/J700 t 33 80.0 80.0 Ly irseke ah_ 36 80.0 80.O 01611129 37-1/8 77.6 77.6 M►(LL— �y� yA 39 73.8 73.8 •• ••• O • • • • •• a •n"� c m- SIDELTTE' D.L.O. DIMS. c$ j 42 68,6 88.8 • • i • • • • • • p 24 60.0 BO.O •• •• ••• i • •• •• D.L.O. HEIGHT - FRAME HEIGHT - 12.875' p>#m > 30 E77.6 60.0 • • • • • • • • • DLO. WIDTH - SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY c 33 9080.0 •• •0• •! s ! • •• D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY yT 38 80.0 En9r:JAVADAHMAD "e c 37-1/8 77.6 FIA.PE/71.82 39 73.8 • ••• • ••• • • 3S C3824 80.0 • 9 • • 'sJ30 8D.0 •• • • •• • • •33 96 80.0 •38 8D.0 •• • •• • ••• • A20537-1/8 77.6 W13-01 sheet 3 of 11 • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY -PSF DOOR DOOR DOOR DOOR DOOR SIDEUTE FRAME SIDEUTE SIDEUTE FRAME SIDEUTE FRAME SIDEUTE FRAME 1V SIDEUTE LEAF FRAME SID)LLiTE 70 DOGE MULLION WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH a oin WIDTH WIDTH HEIGHT (SEE NOTE BELOW) INCHES INCHES INCHES ExT.(+) INT.(-) ` Z 3 24 80.0 30 80.0 H C \ •r/J C 33 35 84 % . j 38 80.0 80.0 77-1/8 77.8 7As / yy0 8B39 73. drr'�OOlr AA teaTSI 73.8 42 68.6 68.6 24 80.0 80.0 p 30 80.0 80.0 Li Ox 33 35 90 ao.G e0.0 �) (oxo) (xox) 80.0 80.0 ) 37-I/e ns n.B4 SDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE 39 73.8 73.8 WIDTH MOTH WIDTH WIDTH WIDTH a ` 24 80.0 80.0 - 30 - O 35 96 80.0 60.0 / \� 80.0 80.0 36 80.0 80,0 J /E C HMITI 37-1 877.6 77.6 i pt"i { )) O O END ANCHORS -1 xxxxo END SERE - (070(0) END ANCHORS SEE SHEET 3 SEE SHEET 1 IMTDUCFREVTSF.D .. O 3 w �P4,6v With ft.F7adh ZhuM pI4fte Amp"wDis'.oy 30_� •W'"mi DAte��r o Dhde aetCerr LEAF WIDTH SIDEUTE WIDTH I DOOR FRAME WIDTH d SINGLE(SX)37"MAX. R DOUBLE l 72'MAX. `0 oilSMWTE TO DOOR u INSTRUCTIONS •• *4: •• • • • • • •• m '. ., • • • • • • • • • NOTE: m$ �g USE cHurrs As FOLLOWS. • • •• • • • • • GLASS CAPACITIES ON THIS SHEET ARE m� • •• • • • • :0: • BASED ON ASTM E1300-09 3 SEC. GUSTS m„o 1• SELECT SINGLE OR DOUBLE 000Rs CAPACITY FROM •• ••• •• • • • •• AND FLORIDA BUILDING COMMISSION TABLES ON SHEET I• DECLARATORY STATEMENT DCA05—DEC-219 2. SELECT LOWER OF SIDELITE TO DOOR MULLION n b CAPACITY FROM TABLE ABOVE. E.pr.JAVAD AHMAOCW 3, LOWER VALUES FROM STEPS I OR 2 WILL APPLY • 000 • 090 • • FLA. / 92 c 3 TO ENTIRE SYSTEM. • • • • • • • • • 39 K• ••• • • ••• •• • •• • • $ S A •• • •• • ••• • n• drawing no. W13-01 sheet 4 04 j 1 ••• • • • ••• • • t0 4,V 8 n u oG 3/16•TEMPERED GLASS p dl�a 3/8•AIR SPACE 3/16'HEAT STREN'0 GLASS - {IL z ;'s z 3/16'ANNEALED CLASS aJ W •, (ter .p5"Saflek GF.�Nifh<�E1'Gare 075"saflex CP With PET Coro $ 7 a 075`Somex CP With PET Care t�+`£a4hntln CfI Co im By'Eastman Chemical Co. By'Eastman Chemical Co.' Q ,5oittlx Gka"Andy Color plooe 090•Salley sear And Colw class By'E soman Char cal color corse By'Eastman Chemical Co.' a t INTERtgYERs INTERIAYERS BY'Eastman Chemical Co.' a, =z y Kurarolr. ttryGlos .090•Kuraray Santry oe 090'Kvroray SeetryGiog Karoroy An)lrrpa.Na, By'Kuramy America,Inc,' " "OBS""1L4r{ h ufba" 090•Kurar Butadte PY8 BY'Kuraray Amadeu, Ins. a r x/anettcaL YG14 % 090"Kuraray Butocite PV9 In By'Kurway Americo,Ino.' By'Kuroroy America,Inc.' h,� x � ,'/16' •_ 3/18'HEAT STREN'0 GLASSCORNING 3/18'HEAT STREN'b GLASS O SILICONE 4 ' .< OW CORNING 899 SILICONE CORNING 998 "AwcfRBVrBRy N "i k t GE-1200 OOW CORNING 899 • q7M•{N W FTyye N GE-1200 rsliiq Cab � �NM 14 i s i WkMw Coe O 3 zy i A tLi3 09 —r'1 - i = ED >2 GE SPEER i oR STEEL By'caRo"u n DURASEAL BYOR 'QIIANEX' t x x6 A'l'ij4 f!OiNi1iSUPER SPACER BY'QUANEW a ae AT 1/4 POINTS i• 28 AT 1/4 POINTS t y xe 7 � � 7/16" LAM. GLASS • I" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS •• ••• • • • • • •• • • • • • • • • • °c s m u o •• ••• •• • • • •• Engn JAVAD"MCML • ••• • ••• • • FLw % 70M i i i i i •• i i i ]53e � � $ •• • • •• • • • • • • '• " ' 1 62015 •• • •• • ••• • drawing no. W13-01 meet g or I1 m"� >Y 'N1 GG DIST- 16Y WOOD BUCK �'WOOD DUCK �� _ SEE OTE SHEET 1 OR STRUCTURE METAL o (�NQIEE. . SEE NOTE SHEET 1 ST EDGE DIST. 'STRUCMtE t%t 00 z 3 u m M p gig J f r N - c ! .fit .. \ IYPICAI.ANCHORS 8 TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING C Q1 r, SEE !!3C FOR SPACING FOR SPACING NS - ---- ----- --- g�j jI MIAMI-RADE COUNTY APPROVED I� 4 9th PPED MULLION SEPARATE NOA I I A WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS It jl ell{ 3 k MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i�___ AND TRANSFER THEM TO THE BUILDING STRUCTURE. -- 1^ Az TYPE 'A'- 1/4" DIA, ULTRACON 8Y Two' (Fw177 K9,Fya155 Ks,) MIN. LENGTH m 2-3/4" TYPICAL ANCHORS $ m^ INTO 28Y W000 BUCKS OR W000 STRUCTURES SEE ELEVATIONS O w FOR SPACING c 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 13 THRU 1 B BUCKS INTO CONC. OR MASONRY 4 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) w 'y t-1/4" MIN EMBED INTO CONC. OR MASONRY (JAMBS) >B Nn TYPE 'W-w- 1'�4"• la {: htSEfY'ECCO' 30 1H1tECTLY'INTO CONC"Oft MAStlidRt' o MIN�� QED INTO F2TE jHEAE)/5[LL� U Mft-2f 8Eq YNTO O{) +i)FL MASONRY:{ BST �t, TYPE 'C'- 1/4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 8 CRS) drplftwRYIke Fbi•e INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/81 A� N.( _0 .0y I y INTO METAL STRUCTURES (HEAD/SILL/JAMBS) Wrw.ote STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) S 1 c $ ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) C t (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c S j t' ,r [iYPI d b1EiAA(YICr c: °' 9 �® INTO WOOD I�s STRUCTURE 1" MIN. t I'�� ••• ••i .iNT9 �^ 7terURE = 3/4' MIN. (' a • •• • • MYORD AT*i!O OR JAMBS SO- 0.85 MIN. c a m u o t„ • • • • OC.RCR Rr HEAD!SILL OR JAMBS fe-3000 PSI MIN. �� •• ••• •• 00 0AWAMED BLOCK AT JAMBS fm - 2000 PSI MM. Engr.JAVAD ARM n e c ANCHORS MAY BE HEX OR FLAT HEAD. q FIA.PE 70582 }=, T' ,� - • ••• • ••• • • GAN. MUM, w * f v ,_a • • • • • • • • y k ' a ry • • • • JdIN IAND 2"E CONNECTIONS SEALED WITH 2011 -_ A710 •• • •• SCS2(V%SILIC(#4f SEALANT. drawing no. ` ' "° W13-01 4 y _7Z = DOOR DETAILS sneer B or i t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8'MAX ro SHIM © �' v a lK ; ieY e1vDk O k ACTIVE LEAF ti TYPICAL ANCHORSSEE,- SEE ELEV. FOR SPACMO - s Q 23 FWDYIC f IMMED 3 ES 1a 0.4 .'. t a q� a r ., y�T r��,� goft MAwW STRUCTURE LEAF FEHF(ti v note k� DOOR F ' `� ° ` = 1`9 - M►ad M& Cabri i,,v ;'T s( il ° e�, i 0 lil .. *?r° a r r I a" v ,v'". y �+a eat',' s ri 31B'MAX. 0 "1 .�.s°44v'ia" +o' '` �v 4 ^: 4�-cis.`�ti w,�si'.� i t Y` , y c.� 5 )� .�t� x �c� ��y�v�-`5"S✓r a't x�"��'t ^'� � yf, .T�'.�CiS it��`.�w v -� �7 'Y � � x� .�� SHDA c �ij as ��s� r�.�" >`,� t. tit''r5�,. �^ r �. ,' t 1 ; 3 WOOD ER1Qt N M �! " OR V1000 STRUCTURE M SEE NOTE SHEET 1 z:2 i K _ k I'r+ y i a TYPICAL ANCHORS O S E S FOR SPACM a a S "'; >✓y Yr=u�i ?F�7 ''tia'��'; 1 v �' t ':` XF .� - ''� ue`h 7 v„ey.T �A�. . + r ^y d �, 5 a #*'x • • •p's it •.� • ;{ x '�. a ,, i3 n Engr.JAVAD AHNAD a o CAH. 3 ••• •i• ••• ••t t ••• c.A�170592 n 3 k •• • •• • ••• • dmwing no. A 62015 W13-01 DOOR DETAILS sheat 7 of 11 • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1 smviaa a,cTT�ats aNLMdS aaj LO—i! rM SUCHOY�IVOkW • s e..rL•t� - y � 'iSlo 3003 O(MDJp .0. 00 ••• • •• •• • • • • • •• • 'NY9 • • • • • • ZGWL 3Yu • i t•• • •i• • UMW WAIT UBe3 •••• • •• ••• .9/c Ol Saw IV 38OMLS lVDIN Ol W1HS L U : :• •• • ••AO' v •• ONLLW380BO ON 8 � a3(0(yw 1NIY3S Alddtl A33 O£ 335 S7 SNOI V7 SNOK'INtl'1VJldAL D (7V 0menoo xm,u HLaun 3WVNd 8¢ W 310NIS-xm,Lr 4 H101M 3NVNd aura HLalM 3L1301S 9z o I HLNM dV3l 'Od0 TO Hoig3.LXa Xao 9 i i r-z _ - rn yy� o mo m0 caAlINOSVYV ^�O+ ao N 3HS No ONIOVds BWVPSNom 33s 00 Um SHOUVW1 NO!9{ L S u SN3N31SVA eWVP ONUVW MHS ii O O xaia.e/r i N 8L O _41 o a A O ro O z� � 2 �ai3a�N�' r 3�aaN6av• '^' •. •v '19113.3003,;• . b_ ONlovds s6-i SNOUVA3M 33S A� SMO)43 V IV31dAL EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS ITEM 1 PARI No. �SCRU'TIO( MTEWM. MME. REMARI(S ITEM X CODE PART Na OESCRIPTIW( MTFRAL NAME. ROo= p 1 CW-189 FRMIE READ AND SILL 6063-T6 CGI Damn 2l 1tl8 - T FIN pMES OR a ��FFdd11 a 2 C61-190 FM JAM 6063-76 CGI EXTRUDER 22 N6 32084 .390 FTXJN GASXET FM a7 3 CGI-196 SIBELOE FIEAD AMD SILL 6063-T6 CW EXTRUDER 23 16 V3J {X6 .187 x.320 WEATHERSTRIP PILE V/CENTER FW Hm U.7MFA8 OR EWN 4 CGI-197 FREE STAROM SMEUTE JAM 6063-T6 CGI EXTRUDER 24 K8 V3332WG 387 X=HM PILE V37RI M Vm V/FM LL7RN'AB DR EOUIV S CW-198 MTOL SOMITE.WO 6�3-T6 CQ IXIWIDER 23 N9 O(-108-8 HDdd(4 V2'X 4h KU" CGI-CUSIIO Y 6 CW-193 PANEL TOP AND WTIM RAR. 6063-76 CGI EXTRUDER 2SA R10 AeBfO-U532D NDA�E(4 Ur 7 CGI-194 PANEL VERT!Ck STILE 6063-76 CEd EXTRIM 250 Wl AS803-tM Hkrd<4 V2'14') S/S UGMty 9 CGI-I99 SITAR HOCK 6063-T6 Ctl EXIMWER 26 M4 CGI-MV G(AZIN6 BEAD BILE i q VH(YL CGI-mm 9 A W CGI-191 FRAME IEAD AND SILL CSV arm 6063-TS C61 EXIRUDFR 27 M7 3/8'-16 FULLY THREADED ROD-SECM WIN 318'HED MR ANC PLATED p.3 a0 13 CGT-192 FRANC WAD AND SRL SLANTED MEV CONFER 6063-15 CGI FXmOV 20 - SE77TNG ROCK(2 PER WD EPDM MONDOM 8045 MORE A 3 U C61-MI 7116'GLASS&AIM ILA➢ 6045 CGI EXTRUDER I4A C61-123 V QASS G AZOW HEAD 6063-73 CGI E mam Z Is Calm SxFAR BLOCK PLATE 6063-16 to Dam= _NOTE: ITEM NUMBERS 8. 10 dt 11 ARE NOT USED W M CGL-195 ASTRAGAL Wu-T5 CW mRUDER u 17 1 061-8 SCREW COM 6063-75 CW EIORURER LOCKING HARDWARE PART Ro OESCRIPRON WER6LL "Hysm RFMAAKS $ CGI-45CiPL 3 POW LOCK AS9ENLLY UCTIVE LEAD ED BY ALL On= CGI-12M fLUSIIBO.T ABSENTLY(INACTIVELEAF? SED BY ALL UPTIMS 0 OPTION 1 5455 PASS ACINE LEVER VV VE LEMF7 O S(SS F➢ ORN'f LEVER OMCTIVE LElfl PTIO0IL8231 MARBOLT(RCM LEA)WTBiM 2 J060 DEADBLL7 IACtIVE LEAF) AMI Tmm ACTIVE LEVER ACTIVE LEAF) DEXTER BT SCH. .� �+N M JW 104605 1AR81Y LEVER @IACTIVE LEAFS DEXTER BY Sdt OPTMN& Z Z m WON(3 DB24I0 MADBO.T WNE LEA) COPPER CREEK PROIII1CrF(EylsEp A2220 ACr1VE LEVER tACTIVE LEa) ErnPER tRFIX n2290 tu➢n LEVER(INACTIVE LFA) COPPER CREEKOP11WU1 co� �°N1i l� v o Aft"W Ate •,o j • cls. 111�P CAS SCREWS ITEM 1 PART Ha CESCRWTION RENNMS gg M /14X V r HEX HEAD TEKS-MULLION ATTAOR M g t9 1 6 X V2'PAM HERO SW-ASTRAGAL ATTAOIEUT IY FM ENDS m /W X 1114'PH SNS-ASMOLY 3 PER mm • •• ••• •• • • • •• ErtBr.JAVAD AN"CmL • ••• • ••• • • Fu PE i 7wR2 40 • • • • • • • • • CAX�0 }' •• • •• • ••• • U 0�5 drawing no. W13-01 sheet 9 of 11 • • • • • • • • •• • • •• •• • • • • •• ••• • • • ••• • • 4 V t3 1�1 ,z-r x t; t`� s r� f -7�r hi M}✓� g a G 01 t�•�y� �x�5 � '�,��`, s z�+ � sr�`��. irk r r `� ,y �'�s-� r `°' e 0v �ztlj SON SAS.- t ,r r 1�Y �• t z > r Boll W Ao, MO a 3/ir Af Se —,W7 F1NLdt IAN Y' ' g �.V t x � O s � k !B x i/Y PB N4 M 16 C3 3 ritonm N REME0 i reo"Cob. FLiW 3 AleegwceNo - 0 •i� � O O s`..c '� �e �, `� �'+� ��, -r . �,' roe � �` �s`'y a°1 �MII•Dng gg FIw46WtIcudw it Sew. y .. Bike t B TOP SEC110N SHOWN cr s r = p d s * u s s r (BOTTOM Sl") o cR$fx33y da flushWts Ck=Uve Panel) TOP&Bottom m 'tt r� - �, � p. ,�' S4"�ap+ � �`' f--iq r�" r !; {>� `i" ?} ♦ •� �t��. p � 1 ' �U , b , � xis.� t #• 4 � •- •;� y ,• r �. r+}'�` ori "�-� Y ,� Engr.WO NORADCNL 1 �+ .n ¢ .. q �, • t r ,i t RA / 2 O n �e"� B u - x - CAIC 75 �► _ •a► f 1tr • �i. r� ' �r ,r sf� ,,,,inR .»toms . .a •A i +»fi- r-1!•7 ,� yk'k'�' sa �; �s,4� -. � '•I G U 5 drawing no. h ,• r C ib d .p ,gpR�x • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.825 1,788 U .125 .750 .082 1.825 Z 3 1590 .100 .080 a 1.587 4.495 5.500 a� S} Pi tz FRAME COVERL11 1 p O DOOR FRAME HEAD/SILL O� n 3.625 1 S87 G�oo¢¢ 4 2.456 Kap 1.410 & 1.625 O TOP & BOTTOM RAIL 5.500 O 13 6. SILL COVER 43a .075 .060 .485 1.828 1.440 'Uwoolw 1.083 � .07b _1 4.495 �� • � N o 1.755 O HINGE & LOCK STILE O3 o M SIDEUTE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER Z 2!12 .326 O 5 H.12' fl.." .070 .245 .625 185ROptJ�l'1.805 , WFftf Awe me 15 s l;MI�Date 1.060 ..10 G No a to ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 3.005 -^j .1175 8 $ 1.125 2.000 t.as1 •• ••• 0 .6- .995 .050 m' • • • „B •120t1.225 1.i-4 500 • ••.2;'• • • ••• • �+�<muc , • • • i • • • • • 1.184 • ••• •6i • • • • 14 O 4.000 4'000 .075 .120 4.000 GLASS STOP (LAM. GLASS) Figr.JAVAD AFIMA9 u @ Q. .070-Tr t7YR x.1208 j ••x.463; t.46�•• • • .,za `lean. ' 420 • • • • • • • • '�5 • • • • • • • A •• • •• .fii0 ••• 2011 droving no. 1.184 Q Q W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet�p of • • • • • • • • • • • •• •• • • • •• •• 1111 1031.0— Lm iNv—dnoo zeas—ces(soc) xve Dass—ees (soc) w— st�ezealswWH oacssst(SW-ML ZL 1££ -u 11KOvV �s7u 2ONWHD ONa aLIN"!IMUMS sauM 37010 7N 7 amt+ .tq•tpV4T=Valao'W'1wmw 133815 H1.SZ A N OO101 3AVLS'M'SB£LC a.1 ria:of od-AuS2i000 �8 SMOONIM IJO sumavo7 e3e ma nia ral�awdo-i8A3aiartaoaa+asa33Nmno uo uosaou NOL1V210d2109 b0021V�11/ �T113/1"tf000 m wrnv 091 13NM Sam :suoielna� c�-ro-w gym, � y�y�o da , t n \. �/ � ••tt t•tt• za AR •• • ••• • t m m • • • •tt•t• •• •tt•• • ••tt•• • • •tt•• •tt• • •• •ttt • t •tt•t• •tt• ttt• • t••tt• •t • •t•• t G��\gyp\(\�\(\\V\\�` Q\\ t• • --_--------------- 4d -___F-----1 fY 9 W F Z \ \ OAd C O \ " Ix a >� o g m o � M AW MIAMI—DADE COUNTY,FLORIDA We PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION • T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CGI Windows&Doors 18100 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 perforin 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. DESCRIPTIONc; oriel`�Sentiinel� 0"r luminuin Horizontal Sliding Waudow' =- APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision "E" dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance numberjand %xpiratie oge by the•00a0 Miami-Dade County Product Control Section. of MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••;•• ••0 9000:9 LINIITATIONS: Glass lites wider than 36-inch shall have two setting blocks*o*anti-LiA d'e6vises pgr•••� FBC requirements. .... . 0000 ..... LABELING: Each unit shall bear a permanent label with the manufacturer's•1lzpe;or lobo,•lity, stated:••• series, and following statement: "Miami-Dade County Product Control Approved",Wiless otht twife notdtt••;• herein. •00:0: • RENEWAL of this NOA shall be considered after a renewal application has be;n filed and -&s been •••: no change in the applicable building code negatively affecting the performance oftia"p>iaduct066:6 :0600: TERMINATION of this NOA will occur after the expiration date or if there has been a revisibh o;change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0915.07 and consists of this page 1 and evidence pages E-1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. lei0�S �rS1Z O5 CM" •DADE COUNTY ;gplratlou Rate: Septtnber 22,100' Approval Date.--A,ug6j-20,16--i flafi4l J Page l CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 10-0510.12) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision"E" dated 08/04/15, 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,DurasealO 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 akrie's.7400 PVA rojedf••:• out window, to qualify DuPont "Butacite" PVB interlayer+,puraseal( V aid,Supg;•�: Spacer® insulating glass spacer,prepared by Certified Test Landratories, Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by l�arnes4 C. Pgttl, E. V, 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading I&F'BC TAS 202-94 •••0• 2) Large Missile Impact Test,per FBC,TAS XCK� •' • .0 0 0000.. 3) Cyclic Wind Pressure Loading,per FBC,T6A&203-94 0• along with marked-up drawings and installation diagram o;a series 238 0aluminum•.:. fixed window, to qualify DuPont "Butacite" PVB interlayep, Qftraseal®00a0nd.. Sup¢4„ . Spacer® insulating glass spacer,prepared by Certified Test Laboraloriess T&I Repol t 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 201-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel” aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HT1-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NDA No. 10-0510.12) Mauue PB2.05.E. Product Controei • NOA No. Expiration Date: September 22,2020 Approval Date: August 20,2015 E-1 CGI Windows& Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t" Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.0 7) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 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. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Calor Glass Interlayers"dated 0619/14,expjing on 05/21/16. • . . .... ...... .. ... . F. STATEMENTS •••••• ••. 000000 1. Statement letter of conformance, complying with13C � : ifo'ir 'and of pw...; financial interest, dated 05/29/14,issued by Al-Farooq Co rrpe it,1Qn,siifd-.and seared ••' by Javad Ahmad,P.E. (Submitted under prepiau�sKOA No..44-.091 S.0.7�;••• 2. Laboratory compliance letters for Test Reports No.'s 0h4-3056--WA, da".,:0. 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056'wC; dated 04/16/15, all % issued by Certified Test Laboratories, all signed and sealed by RajAesh d•Aaf4,P.9.0 a 3. Testing Proposal issued by the Product Control Section, dhte5 12/16/1.4,•signed Ir •• Jaime Gascon,P.E., Section Supervisor. r '..' : • 4. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window- L.M.I., approved on 02/05/15 and expiring on 09/22/20. Manuel Verez, Product Control-Ex in r NOA No.15-0 .05 Expiration Date: September 22,2020 Approval Date: August 20,2015 E-2 oval A+ �rrAtTON „r , „0' u 6 DTH rl BUCK WI MAIL _ 1Od'MAX.':. 26 HFAO5/S8IL• HESAD1//s2l- 26 5/,8^ Al MrGSTILES HEAD/SILL \ pZro t5'• 10'MAX. 7 io �T O I n cy tR 10 8, i II t D 71 7 Aii m I/a ADDL aNCHORs FALSE Murmas 'd (SURFACE APPl1ED) 32 7/8' 32 7/8' AT CENTER OF LDES&MIO.STILES OPTIONAL / ADDL ANCHORS I�Tr.w APG+, 'A SPG. AT CENTER L17E3&MiO.STILES AT HEAD/SILL D.L.OPG. D.L.OPC19 . SEE NOTE(•)ON SHEET 238 s/e' AEE M//St+ O w '. VENT NOTE WIDTH <)ON SHEEP 2 G wr.d_� FLANGE AZ A�'TUt2'T+Rd, EQUAL LEG FRAME n$ NMI „o' 0 3 M BUCK WIDTH Z Z_i aO1i 5 AX. 5'MAX. 135/18- 3 C) HEAD/SILL MTG.STILES 5'MAX. . mC7�p U A2 MIG.SDLES HEAD/SILL �O B g & RIi75 T. 1 nJr, mortucrmom ZpNTAtLL s/wmplyhl8sdfh0roFtmlda r DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �ZO2'p ii it SHOWN ON SHEET 3. E2 II F �g APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S � 2 B f / OF H.R./H.R.OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY u APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS $�$ � g= IN BETWEEN. S t_ ^O II LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Fj o ii WILL APPLY TO ENTIRE SYSTEM. m ___--JL__-_- II •• • • • • LAMINATED GLASS n -----rt----- --==lt=-_ • • INSULATING IAM. GLASS s 5'121i g a s n --- n • • • HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE d g S 9 OFTHE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACTf]QSI*PR zor1E•(HVHz). SMALL MISSILE IMPACT ` m •• • • OAS ftK!P ft O THE OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER fl Engr.JAAHMA9 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DEVILS,ANCHORS Ca ML • ••EMBEDMENT 7 BASE MATERIA.SHALL BE BEYOND WAV.DRESSING OR STUCCO. FIA.PE 70392 FALSE MUNTINS • • • • • :NCHORINO OR W;6G CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 38 s ii (SURFACE APPLIED) 32 7/8' 32 7/8' ••• • ••• •NOT PART OP TH6 APPROVAL. 38 3//89' - D.L. ••OPG. • •• • • • A LOAD QURATIO:114REASE IS USED IN DESIGN-OF ANCHORS INTO WOOD ONLY. A UID 38 • •• •MATERA•I&UDIRG BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT drawing no. VENT WIDTH FIN FRAME COME INTO CONTACT WRhI OTHER DISSIMILAR MATERIALS SHALL MEET THE W10-1 S REQUIREMENTS OF THE-FLORIDA BLDG. CODE. ••• • • • • ••• • • sheet , of,1 • • • • • • • • • • • •• s• • • • •• •• ••• • 0 • ••• • • DLl3iON LOADAPAQfiI:ar+PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (xox Sim) (xox s1zEs) �V ! pj,ANGS'DDI73, BUCx DIMS. GIAS9 TYPffi A 8A1 9G1�RypltS'SAID FLANCS DIMS. BUCK DIMS. GUM TIM'A'&'Al' GUSS MES'9'&'BI' FLANGE DIMS. BUCK DIMS. CLAM Tylu•A'A'Al' CLAM TYPES will. o WOW -.Won, maim HuGHT Exr.(+) 1-4-) �n{9:(+)c..,:uVfd'^^)� IMM HEIOIfr wwTH HEICHr Exr.(+) :wr.(-) E)<f.(+) IKr.(-) HUG HT KEfarr wID1N Yfr exr.(+) INT.(-) Exr.(+) 64r.(-) Z $ 26-1/2' 25-1/2' 65.0 65.0 80.0 BOA 74' 73' 85.0 BSA 80.0 90.0 74• 7J' 85.0 BS.O 80.0 80.0 0 37• 28' �• 25' 85.0 65.0 80.0 90A 108-1/4• 26` 105-1/4• 25' 85,0 65.0 60.0 90.0 105-1/4" 28• 105-1/4' 25' 8SA 65.0 80.0 90.0 j o, 53-1/6' S2-f/9" 65.0 65.0 60.0 904 111' 110" 85.0 65.0 80.0 90.0111" 110' 85.0 85.0 80.0 80.0 ^�Q 74' 73' 65.0 85.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 74' 73' 65.0 85.0 80.0 80.0 26-1/2' 25-1/2' 65.0 65A 80.0 90.0 105-1/4' 38-3/e• 105-1/4" 37-3/8' 65.0 85.p 80.0 90.p 106-1/4' 38-3/6' 105-1/4' 37-3/6' 65,0 85.0 80.0 90.0 37' JB' 85.0 BS.O 80.0 90.0 111• 110• 65.0 65.0 80.0 90.0 111' 110' 85A 85.0 80.0 90.0 38-3/8' 37-3/8' 53-1/8 52-1/6' 85,0 BS.O 80.0 90.0 74' 73' 85.0 65.0 80.0 90.0 74' SO-g/8' 73' 49-5 8' 65.0 85.0 80,0 80.0 7 1eA 74 73' BS.O 85,0 80.0 90.0 106-1/4' 50-5/6" 105-i/4' 49-5/8' 85,0 65.0 80.0 90.0 74" 83' 73• 62' 65.0 65.0 80.0 80.0 ry po M 28-1/2 �. 25-1/2' 85.0 85.0 80.0 90.0 111' 110' 55.0 65.0 80.0 90,0 a Q qQ 37 38' 65.0 65.0 80.0 90A 74• p 50-5/e 4s-S/8' 73' 65.0 65.0 80.0 90.0 iD 83:=1/8 52-1/8' BS.O &M1A -' .p �90A 108-1/4' 83' to Al 62" 87.8 61.6 78.2 711.2 74' 73' 85.0 85,0 80.0 90.0 111" 110• 60.0 BOA 78.4 78.4 IQ1,Ig 26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 106-1/4• 105-1/4^ - - 80.0 90.0* "i'Z�Y�if 37' $3• 36" 62" 65.0 65A 80.0 90.0 111• 63' 110• • - - BRO 90.0* a Y!el 53-1/6' 52-1/e' 65.0 BSA BOA 80.0 74" 73' 602 60.2 74.3 74.3 74 83" 73' 82• - - 80.0 90.0 m 1 'AOOI: R FARED AT CENTER:OF- ANO 10G,STLLE ENDS. �t n ta (ice �g1 Q W (1/3W) (1/ 3E e. Nn OPERAIW¢VENTS YO 9E 1/2,.0F THE VA NOOW W&H OPERATING VENTS TO BE 1/3 OF THE VANDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH oo h(0 OR�x ,' XOX' 'XOX' V C0 BUdt ISYS Y'T1P'��. BUCK DINS BUCK DIMS 6t a AMR PRODUCrIUMSED a C r EDU I elAt' e9 Ym81v1111 W Rod" •$$ $$ FLANGE ADAPTOR e1AF Dull S�/,G 1JS ti Awe J.G FLANGE DIPSIlad •. •.• • • • .. 20 "` • • • • • • • • • D X20 o01�a�aa dl R Oct E5 1 E Q UAL LEG FRAME &W.&MAD AHMAD STD. MTG. RAIL: • • • • • ru aC 7x592 C LIMIT MAX. LOAD TO ±65.0 PSF LIM •M UY1E TO +BO� • • a ; ,1t • NOTE: • • •• • • -eG• PEF• GLASS CAPACITIES ON THIS SHEET ARE $ E4 E4 • • ••• '•' :•• '•' BASED ON ASTM E1300-09 (3 SEC. GUSTS) �41 drawing AND FLORIDA BUILDING COMMISSION �3 W10-18 DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • sfl6et 2 of 11 � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSB DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (NO 0E Ox SIZES) (XOX SIZES) (XOX SIZES) 116�v o BUCK DIMS. OIM TYPES'A'k'AI' GIM YYPES'B•k'81' BUCK DIMS. GIA88 7Y1'®WWAt'l MASS TTTES'B'k'8l' BUCK DIMS, MM T7PPS'A'k'AI' GIM 7'YPEB'B'k'Bl' ,Y o WIDTH FIEIGHT EXT.(+) INT.(-) E7(T.(+) DIT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEK:HT D(T.(+) INT.(-) EXT.(+) O j 25-f/2' 65.0 65.0 80.0 80.0 7J' 68.0 MG 80.0 80.0 73' 65A 85.0 80.0 80.0 k y@' 36 85.0 65.0 80.0 B0.0 105-1/4' 25' 85.0 65.0 80.0 80.0 25 105-1/4" 25' 65.0 85.0 80.0 80.0 iiFF 52-1/B' 65.0 85.0 80.0 80.0 110' 65.0 85.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 BO.0 73' 05.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 0 y 25-1/2' 85.0 65.0 80.0 80.0 105-1/4" 37-3/8' no 65.0 Bo.O 80.0 toy-1/a' 37-3/8' 65.0 85.0 80.0 80.0 Q 38' 85.0 65.0 80.0 80.0 110• 65.0 55.0 80.0 80.0 n 37 ' 110' 65.0 65.0 60.0 80.0 nr 52-1/8' 85.0 B5.0 80.0 80,0 73" 65.0 65.0 80,0 80.0 73' 149-5/9' 85.0 65.0 80.0 80.0 Gi 0 Ie~�I 73' 65.0 65.0 80.0 80.0 105-1/4" 49-5/8' 85.0 85.0 BOA 80.0 7J' 62' 89.0 65.0 80.0 80.0 Q'Q a t7 25-i/2" 85.0 65.0 BOA 80.0 170" 85.0 85.0 80,0 80.0 38' 66A 65.0 80.0 80,0 73' 7 65.0 65.0 80.0 80.0 C)to a 49-5/8' y 52-1/8" 65.0 65.0 80.0 80.0 105-1/4" 62' 61.6 61.6 80.0 80.0 LL g 73' 65.0 65.0 60.0 80.0 110" 60.0 80.0 80.0 50.0 W` 25-1/2' 65.0 65.0 60.0 80.0 38' t{5.0 85.0 80.0 80.0 52-1/8 62" 65.0 65.0 80.0 80.0 73' 60.2 60.2 80.0 80.0 N v) N (1/ (1/ (t/ O(1/3W) t5 3NM� OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WWDOW WIDTH S 3 M 'XO OR OX' z z 'XOX' 'XOX' 3 0 o� BUCK DIMS FIN FRAMF rll B Iy °'�4isbe$ • • •• • • • • • PRODUCTRBVISBD •. . . . . ... a tbaYl_do FIN FRAME g<m o W Es 1 • ••• .• • • • •• A«e>K��No 542.05 0 Etgr.JAVAD AHMD T STD. MTG. RAIL: • • �H.D. IATG. 7AiL• �� P � CML 7M OMIT MAX. LOAD TO 165.0 PSF MI 0MAX. LOAD TO t8p0 PsFoNOTE o tH• •• • • • • • GLASS CAPACITIES ON THIS SHEET ARE it E4 E4 • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 g • • •• • ••• • drawin no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 W10-18 sheet 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/e'ANN.GLASS 1/6"HEAT SMPrO.GLASS Safi" ICP With .075°trderlow SaTlez CP With PET Core Wah OR Chemical Co.' I S61101� PETcore- BY � o %0 11 tlnaFr.'lmmied!A 0 �d Intarwyer Cit ByOat Ckm And Color Gwsa S0469 Cl-X Aqd,Door does OR Eastman Chemical Co.' _ Y, tmarY Chamta0l Cb 090'Interlayer - Kuraray Senlryfts BOR'Kuraray America, Ina' BY VtayOy Ama14o Oi 090' roInterla t Kuroray But dte PVB aq&A.H. �,a BY'Kurcray America,Inc.' Q Sy.`�urocaY Ar�e[tea;..inrt, f7 po d 1/8"ANN.CLASSSfl.ICON1/8"i#iEAT"STREN'QDLASS' C 3al GE 1200E M, s N DOW CORNING 899 'ry MI BOW CORNING 995 -, CORNDtQ-895 4, r>i \ N ',: I WaE8 /+VO ON 1 0 AT 1/4 POINTS ON LBES AT ^ Wi U7WIDER THAN 36' � WIDER,TNAN j$, UTA " GLASS TYPE 'A' GfiA3S 1 PF 'A'' 0 x 5/16'NOMINAL IAN.CLASS ",NLD 1/8'ANN.GLASS 1/8"HEAT STREN'0 GLASS 4N;; Wax Interlayer 075'Interlayer g—' N1 x CP With PET Coro Saltex CP With PET Care "3_1 9 o'Footman Chemical Co.' By'Eastman Chemical Co.' 3 Z 090'Interlayer OR O90'tlarloym o By 'E Clear And Cover Galea Solley Clear And Calm Glues p R'Eaelman Chemical Co.' By'Eastman Chemical Co! 1/4'AIR SPACE 090"wterlooyyer 1/4"AIR SPACE 0090"tterl r Kuraroy Sen4y" 1/8-ANN.GLASS OAR Kuraray Americo,Inc: Kuroroy Senos / OR'Kuroreo„y Americo,Inc.' 090"InWr yer 1/8"HEAT STREN'O GLASS 090"wt Kurar°y Bulocite PVB Kuraroy ButcRa PVB _ ey'Kuroray Americo,Inc.' ey'Kuraray Amerka,Inc.' o $ 1/8'ANN.GLASS1/8'HEAT STREN'D GLASS PRODULTR13WSBD ' R aecomplfawKhOeYkllOa a l SILICONE CONE Builftg GE '[ DOW1200 CORNING 899 3 GE 1200 AEx O m$$ DOW CORNING 995 a BOW CORNING 899 N M1 Y1 DOW CORNING 995 BY • • • �• • I A o gg>gad XL EDGE SPACER • • • I I XL EDGE SPACER - • d>$S E ST.R STEEL BY'CARDINAL-' • •• • • • • + • ST.STEEL BY'CARDINAL' <m u o w Ir • • • OR O o RASFAL BY'OUANEX' •• ••• •• . • • OURNSEAL.BY'QLAtNEW p OR o E9 SUPER SPACER BY'pUANEX' W E9 SUPER SPACER BY'pUANEX' Engr. WAD MIYAD 1 e CNx. ltl M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4.INTS ALL SIZES F A.PE jay • ••• • •• GLASS TYPE 'AI' i i i i •• • • • 6 8 0.70'OVERALL INSUL.LAM.CLASS •i t• • • �p•7Q�G01RActnssO (S.M.I.) •• • •• • ••• •• �O� drawing no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Al'&'Bl'MUST BE TEMPERED. sheat 4 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A: ',• ` 1 r le 'Y; is f FOR .¢ >;i f----------------- - ___ ^� rl` t Y - i 1 MWII—OAOE COl@RY APPROVED ti ir„t a �, .'1. ". X 1 1 MUU.ION 8 MUWON ANCHORS NOA 11 n XV 4 rc rn I I EDDE DIST. I I p�p u O �Q TYPICAL ANCHORS Wig TYPICAL PNCIWRS SEE ELEV. SEE ELM. FOR SPACING FOR SPACING 2 3/8'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. LOADS IMPOSED BY GLAZING SYSTEM � MUST SUSTAIN Y AND TRANSFER THEM TO THE BUILDING STRUCTURE. F1b 5 ffliN` 1`�'�" MN. m TAPCON HV U (Fw120 KSI FT-92 X 1) O tj 0 LI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES U —1/2" MIN. PENETRATION INTO WOOD 4 4 P a THRU 1 BY BUCKS INTO CONC. OR MASONRY ' to t -WHm Usm THE MIN.WOOD BUCK #N DEPnI sHAu BE 216'•THE IISE OF 1 1/4 MIN EMBED INTO CONC. OR MASONRY 3 DEEPER OR BEVELED MGM=IS x fl t PEFUTI . t5 1t, uOi +: N(7:'tt MASpIdgY Z MINS 1=Ae `fid 3 zo > X14 SMS OR SELF DRI I nun (GRADE 2 CRS 3 1 INTO MIAMI—DADS COUNTY APPROVED MULLIONS (MIN. THK.=1/B') t 5 { xr INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (8063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) k N rf �SdBE ,= t£� x INFO WOOD STRUCTURE 1 MIN. Wr 0 � 8 INTO METAL STRUCTURE = 3/4" MIN. " n WOOD AT HEAD.SILL OR JAMBS SO 0.55 MIN. a s a • • i t� •• CONCRETE AT HEAD.SILL.OR JAMBS Yo a 300D PSI MIN. ti �1ry �ti � w� • R • C—BO HOLLOWAILLM NORMAL WEIGHT BLOCK AT JAMBS fm-2000 PSI MIN a B 8 Q� z, e. (d SAF s ki �-. fir. • C a m u c 17 FM PE • r Y ' s '� � �" y �r i' 4 pAOpiJ�RBVISBDCAti as3e «+ , 22 yy y n i t ru «� I • a • • rb, •scwap*gwhhftNwids 4 8 "r rR r +r.� ♦ ,�• � ti #� L ��tx! � ;F s•�' �'"., �! BuIWogCedc _ �f1fk1DYwr4n s i.. #m tvr n�lti f�,i x5M A �aW Y f• K} r Aa7ptegpNo W�0— 8 �SPACM30 - - .- Mhard Pratua om • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME 1/4-MAX. M eDCK WIDTH 1/4•Mrx Sty VENT ,STM atlMs TYP1 CAL FORSEME O O O ANCHORS VERT Dix FLANGE ADAPTOR FRAME 0 a 1/2"TYP. g `s Wool) SCREENS OPnONAL .._.._.._.._.._.._.._. Wom smtmm �A ter WOOD SUCKS J & XOX L•AYOVT EXTERIOR TYPICAL ANCHORS d D.L OPG. SEE ELEV.O f'OR SPACING 71 71, Dl � �— APPRi4JED r - O ALTERNATE ; d E3 \SWEEP LOCK O LLI ,t �R OPTgNAL TO 93a r�r .. y ,r SPRDIG LOCK ANpi0R5 E4 P8OD11CFR8VMp r r gu a w c as complYlaSw11616e Flmtd� Lr 3 TfPICAL ANC1tOR5 SEE EIEV FOR SPACING - m °.;,'S �^ �ia" ci - if • s � ,E f grPi' - o.. INTALLATION DETAILS SHOWN ON PAGES 5 e >$d 13 1$ � .,y T �r �►�� AND 6 APPLY TO BOTH FLANGE FRAME AND ° STRUCTURE _ � ': f •� =+! i FLANGE ADAPTOR FRAMES. I _ FIA.PE f 70592 CAR.JM 0, Ls3t #7 • �� dUG [lih drawing no. 4 . . • • • • • • . • • •. .• • . . •. •• TYP SEE EL ANCHORS METAL EQUAL LEG FRAME TBY FOR ZINC STRUCTURE WOOD BUCK w :. ••a 1 .. TYPICAL ANCHORS 1 \ '' SEE ELEV. � F________________ __l o FOR SPACING Ir___________________- .c d a = t• r .EDGE DIST." c I 11 MIAMI-DAVE COUNTY APPROVED s II MULLION h MULLION ANCHORS -" m DIST. \ E \ ;i SEE SEPARATE NOA E71C,E I y_ DIST. I FF11 g T .. 11 I �� U ri CIL! �� Off, aLL n TYPICAL ANCHORS TYPICAL ANCHORS O a FOR SPACING SEE SPACING SEE ELEV. IL FOR SPACING � D' I EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY t 2N INTO WOOD. CONCRETE OR METAL STRUCTURES TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. JACFN �`�2�3/8'MIN. BUCK.WIDTH 1 1 E1 J m �"'� 2-3/8'MIN. Q W 23 - - > a �0�y I .- Q m d � v I o ................. WHEN USED THE MN.WOOD BUCK Z Z DEPTH SHALL BE 2% DEEPER OR BEVELEO••YAOOO8UCK5 IS THE USE OF MIAMI-RADE COUNTY O O W E8 PERMITTED. APPROVED MULLIONMULLION ANCHORS O `^' SEE SEPARATE NOA U �I .Q i. BUCK WIDTH BUCK WIDTH O 0 fr M9 II 1 I a9$ $$ I I M3 •• ••• • • • • • •• — I Td PRODUCFRgy►ggpn,flw,�TWWIha ./'1� 61 • • • -• • i�H Ixo WMN {(..// TYPICAL ANCHORS •• 000 1 •• \ ReW ' 4� SEE EUX.FOR SPACING o I L 8y fmg,..JAVAD AHMAO i T CNA • •yy.:.+:. '.• M FLA PE/70592 a �. . •• • ♦ CAN.3 gg a 40 e . I !�.. :r \ �' -••• 6!a • WROOL ANCHORS O •° 1 BY TYPICAL ELEV.ARCHoRs' ..•s W p ...a•.. a• i 20 1 •• SES ELEV. drawing no. ••'.WOOD BUCK FOR SPACING FOR SPACING 2ol!) W10... 1811 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE DTIS.ONLY TMP' ANCHORSFIN FRAME NOT BY CC; M.FINISHES ELEV EXT.OR I . I FOR SPACING z � o 1 , ,/2• \ Z \ Q a HOSE WRAP TYPICAL ANCHORS' SEE ELEV.FOR SPACING NOT BY CCI ® #S SMS (GRADE 2 CRS) z 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ggptgEp 1-1/2" MIN. PiNETRATION INTO WOOD 8 s a CAULKING li7 0 a 1 o 4 z� r i 0 La ajt c5 WOOD STRUCTURE 1/4'MAX O W o NOT BY CGI CAP BUCK WIDTH 1/4•MAX, O J — GAP x NI o O '_ i 1/2•MDI. 1/2"MIN. r m N f7 w 03"1 o=� 1 BACKBED iV CAULKING ®�t�q 1 I E7 I� o6i-`RF`�` 1 �••_.-SCREENS OPf. ._.._.._.. � ---- ---- - 11 HOUSE WRAP EO 1 NOT BY Cd Et •• ••• • • • • • •• EXTERIOR c• = z • • •• • • • • • �as � E2 • •• • • • • ••• • Cama BACKBED • • • • • • • . • CAUUGNG •• ••• •• • • • •• o Enn JAVAD CML MAD 1 aI HOUSE WRAP • ••• s •.• 1'RODUfI'RBVISBD FIA.PE CAN.HOUSE S/M92 NOT BY CGI 1 1/2' z • • • • • •• � ��'ae FTmide y� � •• .. . . a ,n�;e — �� auu zoos Y ti s •• • •• • e e• �� O TYPICAL ANCHORS droving no. FORELEV. °y W10-18 SPACING M e Conk sheet 8 of 11 • • • • • • • • • • M M m T T m p! W Y 4 N N 0 V Gi m = Hsi zulyt+ � Ny W — `� $ o :l 'mmi � � $ Y> mYnW' mm $ $ u � 'u .o+ u $ � y0y 0 0 O r N $r N g x0 0 N g yga A 2 m N $N+ B Z $ N p to 6 r z S I � N 11P m � O • • •• • • y y `�' �' gg8' � S $ SS' � � SSgS �' ggoSg � B' � �..•.: 0 I I 1 I I tSd 1 � 1 � � � � la g $ U° g gv � � laEWwgv . • � 2 i� r 2IC W W W W W W N W N W W W W W rr • • • 1 1 1 1 : I : � � � $ �� I � � � � I 1 1 � � � m I 1 1 $ i>'$ 8 $ $ $ (a�� $ $ aQ8 $ �'1 �—f $ $ {+�$9 (a�� $ $_ $ $ $ } . � N � Z a D b�?7 P w �i m a eere as-zo-+o stone: sew MM 120 AA HM SLUNG WOW.(LM.L/SXJ.) AL-FAROOQ CORPORATION niF no a e escn Ion • 05.04.[ REV.Pers BOLO COYMENIS ENGINEERS&PRODUCT DEVELOPMENT , CGI WINDOWS & DOORS 2=5S.W.87 AVE 09.+9.14 Lq 1TW 201 F5C 10100 N.W. 25TH STREET MIAMI,FLORIDA 33174oa.oe.0a uaaaho To zota vec —' 0 04.0.15 NO Cavo[103 sEcr MIAMI. FL 33172 ro.t 264-SUM FAX( 262-6978 E 04.10.[9. NO CFIAMGe 1108 9@T TEL(305)593-9590 FAX. (305)593-6592 COMP—ANL W76-03CGI c 2440 2A40 - .055 .490 .120 v 1.015 -�- 2.101 �. •7� .050 2.848 per, 1.301 1.601 '•301 t.sSO 1.660 L- .�. Z oBs I O 1YP. 2348 lyP. 1.220 1.007 .864 .664 �`, ASO EBa d 0 085 5/16'GLAZING BEAD E9 .700'GLAZING BEAD 1.1 SS f 39S 1.155 IYP. O r 1.015 1.015 1.J6B1.745 Ett NAIL FIN ADAPTER 1.395 1.449 1F�4 OE73 180 (((��O Wq FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL . ,�' 060 �, 1,498 I C O 1.015 1.015 1.788 .050-f '065 N--1.41J O tt�66 GK 1.140 085 {aa5 K�s ��F111 1.140 Typ. I 2264 I12S5 O FLUSH FRAME COVER M2 SCREW COVER tots 1.220 oao JJJ A63L Typ. 4.430 TV. 3.9311 A63 3.885 2.883 3.185 Typ' 2.885 1043 1 O LOCK RAIL E19 SILL FILLER n ]Jr�7 1.786��L O 1.450 Q 180 LL11 2.440 2.440Jd S30 .050 N o (n�hm O FLANGE FRAME SILL E2 FLUSH FRAME SILL 1 ots o65 2.310 2 M ;yp, 1.220 S 2.737 27J7 O Z FLANGE ADAPTOR 3 p OBS 085 1.043 �O ALT. LOCK RAIL U 2.505 2613 2.505 2.613 'e2 .892 g L 065a ;YP. gR 1.000 .3.t .500 .991 2.193 3.237 2.737----11.O1S u S E14 FLANGE FRAME JAMB (MOVING) �0 FLUSH FRAME JAMB (MOVING) $$?$Q .611 .Bt t •• Ja13 • • • •• e m o-v m n • • • • • • • ooa�da EB HANE RAY.• • • • ! = d E E •• • �i ism • • • • 0.11• • 2R 055 TYR 2.50 .065 Typ. EnW:JAv`M/WW1D 1 1.015 tats FIA pE�7aS92 • • X45• i O RBVOW eAN. 1.000 500 •• • • • • � awwtuu,t+btta. 0 1201! 1.743 1.245 ••• •015 •• ••• •• . o � 'D� drmwo 97 W10-18 Et2 FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) O SASH RAIL bi ap ' eh6atTp of�1) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • • •• •• ••• • • • ••• • 0 0 044 ij flffl4. 0 N FRAME TOP CORNER VENT TOP/BOTTOM CORNERS ulO 52 ?S CIIN C�$ o i 46 o a rRonucrRevtseo Und'° • 71f. nn • •• • • • • •• • <m o o u •• ••• •• • • • •• 0 FRAME BOTTOM CORNER Eegr AAVADµMAD A CIVIL FIA PE OF Tn • ••• • ••• • • y • • • • • • P- ••� •• ••o ••• 00••• �•• drawing no. FIXED MTG. RACORNER W10-18 !t.-t 1 l of I 1 • • • ••• • •• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.cov/economy CGI Windows&Doors 10100 NW 25"Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the-High-Velocity-Hurricane,Zone.,_T __M. DESCRIPTION:;aeries `Sentinel 110"Aluminum Single Hung Window L M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinej 1 I Q Alum..&It Wdrw•- (I,.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C datecd04711115, proned by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the MiamtDade Counl eproducf'6 0 Control Revision stamp with the Notice of Acceptance number and expiration tMO'by the Miami-Darn••• County Product Control Section. .•"'. . 0. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. ... 00000 . . . . . LABELING: Each unit shall•bear a permanent label with the manufacturer's evarne or logd,'cil, statg,":: modellseries, and following statement: "Miami-Dade County Product Control A4l?i'=", unless otherwise • noted herein. :000:0 . RENEWAL of this NOA shall be considered after a renewal application has be;6 flied and these,kas been no change in the applicable building code negatively affecting the performance of this product.O•• 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 shallbe 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#14-0915.06 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. _ iYfJtl No: S:. 51X.10 M11AMMADE COUNTY ! - ,... , Extilrltian Date: September 22,2020 �f 7 Aip vat Date:`August 06 21115 Page, j CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw.(L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report 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®andosilter 000000 Spacer®insulating glass spacer,prepared by Certified Test LSaboraiories,first report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by 4jka C.Patei,.E.E. ...... 3. Test reports on: 1)Uniform Static Air Pressure Test,LoadingopaFBC TAS g02-94 2)Large Missile Impact Test per FBC,TAS I@ i-K ;•. •. ' 3)Cyclic Wind Pressure Loading per FBC,TA'S 203-94 ' 0 0 0 0 0 along with marked up drawings and installation diagram of a 96;0023 8 ah1490m ...... fixed window,to qualify DuPont"Butacite"PVB interlayer,l7uuwWO and Super •, Spacer®insulating glass spacer,prepared by Certified Test Laboratories,feggeport'.•••' No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Pi tel,P.E. :.... 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 '• •,, ; 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No.HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-/1510.11) Manuel tpr9f,P.E. Product ControE miner NUA No. 5-0512.10 Expiration Date: September 22,2020 Approval Date: August 062015 ' E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5tb Edition (2014),dated 09/08/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex RP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 000. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Compxity(MA' for their"Saflex Clear and Color Glass Interlayers"dated 6019A4, wtliil+inj on •• 05/21/16. 090:00 •••••• 0000.. F. STATEMENTS "" 0 0 • • . . • 00.00 1. Statement letter of conformance,complying with FBC-5(b EdjVM(2014),.and of no••o••• financial interest, dated 08/26/14, issued by Al-Farooq Corpo&V1ax,sign46andsealed"':0 by Javad Ahmad,P.E. :00:0: '0 (Submitted under previous NOA No.14-0915.06) ' ' 0000.. ••••0• 2. Laboratory compliance letter for Test Report No.HTL-0080-4jQ1*_j0,isso"by Hurricane Test Laboratory,LLC,dated February 03,2010, signed and sealadbyVinu J.Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section,signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window-.L.M.l. approved on 02/05/15 and expiring on 09/22/20. Manuel P ez, .E. 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Q O a 8 wlrr �+ 12 .8/-'LR vSm � w='� x�Ci cxi� 3o < OGZ T R'2 5 QW GZ < S�C r UNEQUAL 1377:8 WINDOWS DE91aN LD6D CAPA Y.»•;pA' .: , DEMON WAD GPACflY-PBP 10iN08,L6Ms ;31W9C DLW9 mu'rem,ofAs9 7TP28•8'x•81• 18dN6E 11IM8. DUCK Dn19. WX.70P u7B Dues 7YPE9•A'YAl'OIASS TYPPS•8'x'81' ® Em�l 1MWtFt x"+r -igmrt - ;,t )' Eau tNrd-) OWN WONT y r •A•mu. cxr.�+t tur.(-) Fx1�4> 1Nr.(-) 18"1/8' to-1/8' 75.0 7sA eaA ol BS.a a3-1/a• 76' a2-t/6• 7b' 38-t/4' 7sA 75.0 6oA a5.o O j 28-i/2' 25-1/2' 7SA 7&0 80.0 8&0 19' 78' 48' 78' --9-1/4• 75.0 75A BOA a5.0 3r ze' 36• 25' 7&0 78.0 BOA 85.0 48' 48• 750 70.0 BOA 8&0 25-1/2• 26-1/2' 7o-s/8' 7&0 7" 80.0 9&0 I o 83-t/8• 52-1/8• 75.0 75.0 BOABg,O Jt• 3w 63-6/8' 70A 7aA BOA aaA < ¢q o 33' BS' 32' 84' 80' 7&0 18-1/6• 430.0 B&o 73.0 430.0 435.0 Q r! U 7&0' 7BA.,75.0 7 3r 36• a3-1/z• 70.0 7&o BOA 3737-3/W 83.a a S6 2837 .. J7-3/ 2a-1/2• 75.0 75.0 BOA BOA 4.r 42' 40-t/4' 73A 75A BOA 85,0 �.O ' 39-}/6•. 38' 8' 7U80.0 B&0 48' 48. 3 r 78.0 7bA 60.0 7&0 eu 0 63-1/B• :� ;�. az-t/6' 75A NO yi 18-1/B' iB-t/8' 760 7&o 80.0 65R V/lpi}{ q 26-1/2• 25-1/2' 73.0 75A 80.0 B&Q 37' 30-8/8• 3g• 48-8/9' 7&0 70A 80.0 0&0Qs i6 48' 46' 7&0 75.0 60.0 a5.o LL ,fC 53-1/6• az-1/B' 79A 79A BO.o -W-0- -0 gC' 19-1/e• 1a-t/e' 7sA 7&o eao es -$ze-t/z• 2s-t/2' 75.0 7&o a&o 3r 6r 36• or 75.0 7&0 Bo.o Mso 49• 4a• 75.0 Eno M 1.O a" Y o gN 53-1/8' 02-1/8• 7S.0 8&o 80.0 19-1/8' 18-1/8' 73A 80.0 85.0- 26-1/2- 28-1/2' 750 BOA BSA 3r 76' 36' 78• 75.0 BOA 85.0 49' 49' 75A Bo.o MSA UNEQUAL LITES (ORIEL TYPE) s3-1/B• a2-1/B• 73.0 60.0 BSA g 19-1/B' I 18-1/6' 7&o 73.0 430.0 BBA � O 26-1/r 25-1/r 75.0 7&0 80.0 85.o vi 3r or 3r �• 7&0 7&0 80.0BSA X N o 46-1/z• +o-th' 73.0 7&o e&o eso " = r �'n jgw ,;` 3 N Zz� & o N . ,, Bu17c Dills 0 _ BUCK DIMS EtiUAL,>wiT'E5 • • •• • fiN iRdME • o�< m u •• ••• • • • •• N.AAVAD AHMAD 1 81tCK DWCML PRODUCrn"SED 7 FIA E Y 70592 69 omd NOTE: WYt�Mlh the Fbrida • •• • ••• • • C S57M EytldFng CoQo • • • A6mpr6„coNo lS'-0glQ tp st $ � GLASS CAPACITIES ON THIS SHEET ARE i i i • i •• • • • Dmro 2a8G BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • AN�.E♦DAPTOR F AtEF • ()201 E� AND FLORIDA BUILDING COMMISSION Mt• dmwing no. DECLARATORY STATEMENT DCA05-DEC-219 •• •• ktaNGE DuZS W'0-03 (sh0et Q of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AWL,-,' 1/8`HEAT STREWD GLASS 4 r A78'-7nLpY A78'Interlayer }Iv ,,� aO Chmnt60l Ca. Sa IOX CP V PEr Core o Ey'Eashnon Chemical Co.' OR 4OB0'8ltetfgrer,' '`�}�: 090'Interia O r8y�a9tTM GhtA1C¢ryi�`O Saflet CC.Cdor Claes OR By'Eastman Chemical Co.' OR @K4,�po�l[ �sn. 080'Mtertayar g 0 i Kuraray SenNiGlas ([y +;' .OUO''In{4rbyer By'Kuraray Amoica• Inc.'OR 080 Interlayer 'KurgTV,�dacile. VB * Kura Butaone PVB a D n BY'Kurarny Aharlan,Ina 8Y Kuraroy America, Inc. "ANR OtASSQ� �' r k n 1/8'HEAT sTREN'D GLASS `• Z SILICONE W M1vow, BigMi GE 1200 3 DOfY COMING 8B8 a DOW CORN@IG 898 DOW CORNING 995 ' P& _ EB to low M4 AT 1/4 POINTS ON ORES .\r WIDER THAN 39' aoj 45 'A' , 'H' s(t+i 4ANa: / o 8 18'OVERALL IAM.GLASS 0 :r ( t 8 S.M.I.) p LWLL 1/8'ANN.GLASS ... i/8'HEAT SIREN'D GLASS ( i'w Soe Inter 075'IntP c g M .075'Inter CP Yflth PET Cora Sanex CWnb PET Core OR By By Chemical Co.' By'Eastman Chemical Co.' Z Z J .080'Intarloyer OR •yL Safiax Clear And Color Glass 090'Interlayer 00 .. BY'Eastman Chemical Co.' SaOex Clear Ami Color Gnaw 1/4'AIR SPACE OR OR'Eastmon Chemical Co.' U o� 090'Interlooyyeer 1/4'NR SPACE 080'fat fl Kuraray Sent 6. Kuroroy SentryGloa 1/8'ANN.GLASS By'Kum W America,Inc.OR 8y'Kuraray America Inc.'OR Interlayer A90'Interlayer O ray my Am PYB 1/8'HEAT S1REF1'D GLASS troy goo PVB 8Y'Kureray America,Inc.' 1/8'MW.GLASS 8Y'Kumray America. Ino.' O R R a 1/8'HFAT STREN'D CLASS 66It SILICONE GE 12M SILICONE $ DOW CORNING 899 GE 1200 M1 DOW CORNING 995 iv M1 _ DOW CORNING 899 i DOW CORNING 995 •• a XL EDGE SPACER •• •' • •XL EDGE SPACER o o'i'~ I' ST.STEEL BY'CARDINAL' • • • • i S OR • •• • • Y ST.STEEL BY'CARDKJAL' 8 if <m u OR O DU�WSEAL BY'GUAM' •• •0 • • • DUI MM BY'QUANEr SUPER SPACER BY'pUANEX' •• •• • • 4011 • ES SUPER SPACER BY'QUANEX o M4 AT 1/4 POINTS ALL SIZESM4 AT 1/4 POINTS ALL SIZES CW 6n4rs a%VADD PRODUCT REVISED es comPifine wiih tlm Plalds T ,'f\r 92 GLASS TYPE 'Al' • ••• • ••• • • ,� 8ai1dIn9 cads g • • • • MASS PIPE 'BL' a • • AcecpWmNo 0.70•ovLmatt INSUt LAM.crass (L,M.I ONLYI: i i •91wL•T�1u.`tassi i � e (S.M.L) • •• • e • • • • By •• • •• • ••• • J 3 0& MUST DadaAroduN IN ORDER TO QUALIFY FOR SA MISSILE IMPACT 2015 drawing no. RATING W10-03 EXI'EliIOR PLY OF GLASS TYPE *AV 'B7' BE TEMPERED. ••• • • • • ••• • • sheat 3 of 9 • • • • • • • • • • • •• •• • 11 • •• •• FLANGE & FLANGE ADAPTOR FRAME 4„V 1 s.a - METAL STRUCTURE 6� ' S ♦fi >''� p� TYPICAL ANCHORS -------------- PEE ___ _ Z 71, -§ ti t�k ti's '��' OR SPACING �—___------ Q y 3� �•y 4 et +Q-�t t - F Ir MWA—DARE CWNTY APPROVED i I.IgiO T ORS SEPARATE U LLION H I I 6 o I EDGE OST' I `.✓ fd '< z R i6 lYP1CAL ANCHORS TYPICAL ANCHORS 4'S t' SEE ELEV. SEE El". ry 3 FOR SPACING FOR SPACING a l) d Wel iFi 2 3/8'MIN. W000 BUCKS AND METAL STRUCTURE NOT BY CGI WDW. O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a c � 2 3/S"�' FfT�'F�Y P1tit 9PAGtNt} s-1 '' ax, Eg AT 51U. I`-- �♦ —.( .x.30 KSI,_,fy'9 91 ` \ `. _i/41 {RTR .ELCt1�'(F1hM1 K31 Ft"iTdi O b INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 0 1-1/2" MIN. PENETRATION INTO WOOD Yx Jy THRU 10Y BUCKS INTO CONIC. OR MASONRY WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONIC OR MASONRY N^ ar DEPTH SHALL BE 9W. THE USE OF o g3M� EEEccc 1 ,� DEEPER OR BEVELED WOODBUCKS IS RECTIY(FI(0 GtN�Ot,dR hU15fINRy Z z�1 pp PERMITTED. 1` N O O MfGSONRY 3 0 _� 914 SMS OR SEF DRILLING IN CREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy — 36 KSI MIN.) a ALUMINUM : 1/8'THK. MIN. (6083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O 014 SMS_ OR CFl F DRI IN. SCREWS (GRADE 2 CRS) $ INTO MIAMI—OADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090-) ° >3 1 I (NO SHIM SPACE) hul t s a`3 r a 94 s 1NTQ<CON�`k�,_IASO(�°Yt�2•. jl INTO WOOD STRUCTU = 1 MI ,� •• ••• • • • • • •• INTO METAL STRUCTURE 3/4" MIN. �•a�a ;s v k •ai i i i r i • 8S$ • •• • • • • • WOOD AT HEAD,SILL OR JAMBS SO•• 0.86 MIN. ' fi, 1 • • • • • CONCRETE AT HEAD.SILL OR JAMBS Vc = 3000 PSI MIN. r •• ••• •• • • • C-90 HOLLOWAILLED BLOCK AT JAM95 I'm- 2000 PSI MIN. Engr:JlWAD PRODUCT REVISED o � s e: a y� <• , ascmnplyWwhhlhs FhuWs '( a FIA PE 7p92 Building Cab bS' 10 g w i• — •. ' '• • • <!.a .'ate : • '•. mttmbata jDaD S S h i•• • <•• • —si i • �EM aoRs BY p' �tulr T Efkir `" •• a s• • a• • FOR SPACING Q 201E n ,t W 10-03 =r tDC0��8UCK F�R:SPAd61G (sheet q of 9 ••• • • • • ••• • • • •• •• ••• •i• s• •0 1/a'MAX. x'` r=B rw ' g SHIM - - j/a.NthX. LA ADAP GX PR TYPICAL ANCHORSFOR SPACING � �• 3 SEE ELEV. TYPIC ANCHORS O J FLANGE ADAPTOR FRAME MEr& STRUCTURE i tja r $ 04 A 3 9 1 ILL.. � a j M O a '/a. BUCK YAM 11C MAX. ry SHULR SHIMS W 1 TYPKX ANCHORS OE SEE FOR TYPICAL ANCHORS I $ 0SPS 0 ..v. SEE SPACING ; O .a FOR Al�N6 t WOOD O d uu o v OR 0 �i WOOD STRUCTU E2 1BY WOOD IKICKS _aL'4 MIAMI—DADE COUNTY + APPROVED MULLION o S R;; SEESEPARATE NOAANCHORS 1/2'TYP. O C 0 d BUCK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND �i—__j •• •.: •• i i ••• AGE ADAPTOR FRAMES. a _ I I • • • ••• • g�mo 0 E'W. WAD AHW1D PRODUCTREVISBDCNIL yp 1 I FTAY 70592 i i — . •.• • • CAN 753e Budg ODde Accaaptomm ilrko 17.10 k L __J • ..• • • • •• • • •• • • • • • BY 114 x r FH.SMS. •.� i• ••• •.• i.• ••• 1 2015 drawing no. W10-03 sheet 5 of 9 • •• •• • • • •• •• TYPSEEICAL ANCHORS METAL +�Y OR ELEV.SPACING +E EQUAL LEG FRAME y. w7K70ITuac y °e.• - .° ..• I TYPICAL ANCHORS �-------------------- .;4 a d v -EDGEaDIST. SE ;r------------------"I j ACING MDWI-OAOE COUNTY APPROVED II Z 3 a s II MOM do MULLION ANCHORS It 00r !t E DIST. EDGE SEE SEPARATE NOA\ 1 11 P W �I . 1 Id '• •-.,'...:. '•.::' 1I EDGE DIST. 1I a ~ 5 po pt a ` Es \ TYPICAL ANCHORS TYPICAL ANCHORS sEE t1EV. SEE a". V 55 TYPICAL ANCHORS FOR SPACING FOR SPACING �0y yyi n IF$Q SEE ELEV. MIAMI-DARE COUNTY I FOR SPACNO APPROVEDMULLION `o 1/4-MAX. BUCK WIDTH BUCK WIDTH SEE SEPARATE NDA ills J NCHM SHIMS BUCK WIDTH SWEEP LOCK1 1/4'° I I 1 OPTIONAL TO 1 I » Eg EGRESS LOCK t I (A AT SILL _--� _ _ __ _ IX • I I O 4i1 .. © ER � M3�• _ _ _ _ I I - ---- - 2 �4�1 j j vi N 0 E4 Lo a E3 /14 X1'FK SMS. d Z Z w i C, - o � g EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY i + INTO WOOD, CONCRETE OR METAL STRUCTURES O WITHOUT THE NEED OF A WOOD BUCK. I g. i y 2 s/B-MN. ! 0O D E R M9 - ►�-.--i• • • • • '��- \Z •g TYPICAL ANCHORS \ o o^$ y 9 •• t t �• •• '.. �• 1 I FOUR SPACING �� Enpr. VAD AIMAD PRODUCTREYISED 1 t -- DIAL as v=01yinB mth am Ftmf a • •,1I R` , • • FIA.PE 70582 ILuildinB Code s WIN PS&.*llIE MIN•^WD UK • • CA � AaaplmcoNo IR IO DEPSHALt�BE*23��E�JSE OF • • • Omo g •pd ii 3 S 8 EUKiE Ix + ° D OR ED D C IS • • • \ TYP-ICAC ANCHORS • • By ; BUCK ry FOR PERMITTED.• •• • •• • 1 21 twmd + Browing no. WOOD W10-03 .•• . • . • ••. . . •hSoL s u1 s . . . • • . . • . • • .• .• • • . •• .. ••• 0 0 0 ••• 0 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . OKOWS HOA c0-0 LM SLUG 1 SBOLYJNV rM33S L ma J • • • • • • • • • z .y/L L CS[ • • • • • • • • • W AB ION '� R 50.51 g , z9 9 / a • • *00 • ••• • dV"3SnCH "�. �PFfOL3 WIN!+SuufldJwaee p t 1 OHSIABN IJ(LOONd oVNHY QYAVP�aJ3 Z3 •• • • • •• ••• •• ``t • • • • • • • • • a38313VB L ^m''o • • • • • •• • �'oo • • • • • • • • - BN W AS ION 93 PC MA 3SM14 � t b S YS lit OHM= N J r 039N.'1VB �K;5 0 N I O 1 w�E0 Vj U Vj O N 'MN.Z/L _m dVO O '%VPi,4/t 1N013H NJf18 ')Nl1 J/t 3YOA IM ABION rgu OooM 63 O M c¢3 to TRS IV No01 S53L0301 IvNoudo L i Ny0'1 d33AS 11 A N 4 r Z DVOO 9s A ONannvo p 10 DOOM O1NI NOLLVMN3d -NM „Z/L—1 amm OX S32NLL3f1WS DOOM 210 S)43ne DOOM ABZ O1NI t3 13 (say z 3mo) syls of S ONMdS HOA 'AM 33S :SUOHDNV 11yal a1L 3A 10 1 'Z" Z— . t 6 o z s3NSWli w No X3 IY1j�ZI,I 1�II,� .was aoa l 335 AlNO-S11O 3AUVaIsrLT9 SMQ� 'i�kM ITEM PARC I QUANTITY DESCRIPTION MATERIAL MANP./BUPPLMR/REYARNS EI CGI-100 I FRAME HEAD OOBS-TB EZ CGI-101 1FRAME SILL of 8083-TB - E3 Ca-102 2 FRAME JAMB 6053-T8 - oz J E4 Ca-103 1 MEETING RAIL 5063-T8 - zd E5 C01-104 1 LOCK RAR 8083-T6 - 3 E6 Ca71G5 1 HANDLE RAIL E7 CGI-106 2 SASH RAIL. _8063-T6 E8 Ca-tor AS WOO. 5/15•GLAZING BEAD 6063-T5 - a ES Ca-108 AS REDD. 0.700'GLAZING READ _ 09 C E10 Ca-105 AS RE00. FROM FLANGE ADAPTOR &183-T5 8063-78 E11 CGI-110 AS REOD. NAIL FIN ADAPTOR 6063-TS E12 Ca-135 1 FLANGE FRAME HEAD 8083-T6 - E13 CGI-136 2 FLANGE FRAME JAMB 6063-TB - & E14 C01-137 1 FLANGE FRAME SILL 6083-T8 - E77 CGI-806 OF?IONAL SLTtEEN FRAME 8083_75 - Z �T M1 cKa-362V As REGO. 1:111Z0O BULB VINYL(OUROMETER r5-60 SHORE A) M2 Ca-111 OPRONAL SCREW COVER PVC PROTOTYPE OR EQUIV.M3 Ca-112 AS REOD. EQUAL LEO COVER/SHIM,3'LONG AT ANCHOR LOCATIONS PVC a M4 - 2/LRE SETTING BLOCKS EPDM DUROMEfER X33 SHORE A MS SUPER BOOST 2/WDW. SPIRAL BALANCE BSI OR EOUN. MID - 2/WOW. BLOCK/TACKLE BALANCE - RSI OR EOUN. Mil W23201NO AS REDD. PILE WITH CENTER FIJI WOOL ULTRAFAS OR EOUN. 3 {�. M72 C01-128 1/WOW. EGRESS LOCK p QQ E7, ALUM. SULLNAN 3 V W M13 CGh131 2/WOW. HANDLE RAL END CAP NYLON Y&M = O 4 414 E28018WN - D BM-T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI-133 4/WOW, SASH GUIDE(SPIRAL BALANCE) NYLON M&M r g Y18 CGI-130 2/WDW. SASH BALANCE) NYLON M&M d M e'TYM1j M17 A30730 l-32 1/WOW. CNA LOCK ZINC TRUTH OR EWN. O 3 n M78 CGI-132 2/WDW. SASH P.2'LONG PVC PROTOTYPE OR EOUN. u� M20 OGI-125 2/WDW. saSH CAM(BIT BALANCq NYLON M&M 3 0 TS. M21 - 2/WOW. B/T BALANCE TAKE OUT CLQ BSI EQUIV. _ 0-v M22 148-8 2/WDW. WEEP COVER NYLON AM OESBURY OR EQUN V o m M23 CC-134 - SILL SPACER pVC PROTOTYPE OR EQUIV. 2 OR 3/CORM 10 X 1 1 4'LG.PHL PH.SMS. ST/ST,ASSEMBLY SCREW ��---� S4 _ 4 WDW. 8 X 1/2'PH.S►6.ST ST BALANCE BRACKET SCREW - [y 88 - 2/WOW. /8 X 1'L.G.FH.SMS. ST ST.SPIRAL B.ASSEMBLY $ SB _ 2/LOCK 6 X 1/2'I.C.FH.SMS.®CCI-133 &CAM LOCK _ o R •• ••• • • • • • •• M �.n • • • • • • • • • oVdi9� • •• • • • • ••• • •• ••• •• • • • •• o :- Ergr.JAVAD AHMAD PRODUCTREVISEUCNIL 1 • ••• • ••• • • F O,A�H,' 3BA2lTfl�� • • • • • • • • • ^ ll ,! k ••t �• • ••i t•• • ••• i t gY •• • •• • ••• • 415, 0311 pd_ i ••• • • • • ••• • • sneak gof 9 j • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • 0 • *=-OM lNV-dM00 zeas-ces(soc)WA osm-css(soc)-Tu �a•+n+� ; � w •t•az•ztsoFa xvd oose+eztaosl� ZLL££ -u '1PMN eILtEVvolmulwmw 1336 H19Z WN OOLOI `1iX88X1z"ngON lrorroo do•m i �•1�of moaan !reasa e � m mowdo,cmm janaoad sssmmtoN3 SZI000 VSMOQNIM 100 !so•mu mmm+�a+ ol•clrea r .1-.z/1 O e NOUVMOdUOO booaVd-lV 0200 ou ('I'W'S/1'N t) 'M01A'H'S WfIN OlL l3NIlA13S 531?flS uo !jow :suo uau m-zo-w monp '� �) .8 to 7. 8 •_ 0. Coq E b O SSS � p IV 1 o: g $ $ U � � n k �0- La ••• a W c • • ••.• •• • • • • • • .J � FlOV a v� •.•. LL • �i • • M W �• � � O = M 10 LR h I{� O I e7 t0 i 7 0 W �zj n m y S r O ^ N o Yf MIAM1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/econom CGI Windows&Doors 10100 NW 251 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 Wi diw 4 L.M.I. .••••• _ APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 A40 Fixed W atdoW (L.M.I.)(S.M.L)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revisionadated 04/10/1S,.: 0000:0 prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., beating 6Miami-Dade •• • County Product Control Revision stamp with the Notice of Acceptance number and ti tion ctftg by.the • Miami—Dade County Product Control Section. •••• •• ••••• . . 0000.. 0000 0000. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •• ••.• ; ••0• • LABELING: Each unit shall bear a permanent label with the manufacturer's pmWpr logo, city, state, •, model/series, and following statement: "Miami-Dade County Product Control Approved", unMsS ptherwisC•'••• noted herein. :0 0 0 0: RENEWAL of this NOA shall be considered after a renewal application has been filed and tAer*'4s been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising.literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. �Y / NOA No.15-0413.01. CMIAMiMMOUNTY Expiration Date: September 22,20211; ��l��ll Approval oate. une 25,4010 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 0000 3)Cyclic Wind Pressure Loading per FBC,TAS V3-94 •....• 000000 along with marked up drawings and installation diagram of a Ismies7400 PoVC Project out window,to qualify DuPont"Butacite"PVB interlayer,DumsCaW and Super ..... • Spacer®insulating glass spacer,prepared by Certified Test L'A88141 ories,Test ReporE....: No. CTLA-3056 WB, dated 03/03/15,signed and sealed by l�igjh C.PgteLjq?E. ;• 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading41WTBC TAS.202-94 .0%.• 2)Large Missile Impact Test per FBC, TAS 20W • • .. 0000.. 3)Cyclic Wind Pressure Loading per FBC,Tti'32M-94 •, along with marked-up drawings and installation diagram of a series X38 am"hin ••0•' fixed window,to qualify DuPont"Butacite"PVB interlayer, iWs`il®a;4Svper :-0--: ; Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Wt Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up•drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0103-10, dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitter)under NOA No.10-0510.13) U Man51T-0413.03 ,P.E. Product Contminer NOA Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-514 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.OS) 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 Che;v je;;CompAA*y*4MA) • for their"Saflex CP-Saflex and Saflex HP Composite GlassJoterlayers with PET***:* Core" dated 06/19/14,expiring on 12/11/18. 960:00 • F. STATEMENTS 964.0 9696' � E�i �n (2R] .end of no..... 1. Statement letter of conformance complyingwith FBC-5'h • financial interest, dated July 18, 2014, issued by Al-Farooq Gorpo0ration, signed and • sealed by Javad Ahmad P.E. .... •• (Submitted under previous NOA No.14-073LOS) .0 ' . . ....... 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,iss4d'lij 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 CGT Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.L approved on 10/16/14 and expiring on 09/22/15. Manuel Per .E. Product Control E m er NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 48' 49' 4 V FLANGE WIDTH BUCK WIDTH FLANGE WIDTH 11t1�1 D.L.OPG. in D,L OPG. 1�` EVA7tON5 ,y o �i DA_OPG. .. 8'MAX. 18'MAX. r HEAD/SIl A SHORTER IS- Al Te• CORNERS SIDES ANCHOR SPACING SHOWN HEREIN APPLICABLE n f TO FLANGE AND FLUSH FRAMES. U SEE SHEET 1.1 FOR FIN FRAMES. ssui' �O Il g c -- c1 11 ❑ 1 i 98' O __JL_____.I____ ___JL_____11____ 3 11 ❑ n ---- nr. IF R fA BUCK HEIGHT I y D.L.oPG, ^^-- It it II II II II U if s N II II II II ��m II II �f II � II u n u n " �i n 11 I n 11 II II II 1l ii� �' .{r ` ISOZO-otM dw00 9699-m(SM)•N.4 I s9-rigs(M0r)'w •�•�9•eLgw-x d COTO*zcqw-13L ULE£ -u 'IWVIW a3HB Sm lama ON 1'01*w .4 +� N alirolro� *LT=vamo-Mlv w 1332LLS Hi �s slCa +SZ 'M'N OOLOL a11>IOM-um+o OOL t•Lrm a vp I a o' 11v3wdaUMCII lonaoad 9 RmNWN3 SZI000 �8 SMWNIM IJO ,;�xs o m I&T i0 OU .o-.i-.z/� agws to m e 'da07 a00ZlV�'IV ('INS)('CW 1) woaraM a3xli wn�r OCl z�nLws s31x�s :sua�sMa� o�-or-to -m v It 11 it �y` _aa¢aaaa�aae qC� $� h u o7 C II U Z q 5'g 3 1 p �I II II 11 666 G II �y N vn=ffv g •odo -I•o �� W SONYOO S303 1 31H)MIS m$ w Gvftr 1IDIVIUS •�' z To.9 •X'dN.91 o z Atoy I II I t II II \SII II II it 11 it ii u it 0000•• • • •••• •0000 • • • • 0000 • 000046 • • •00.00 •• •••0000 • 'OdO'TO 000000 • • 0000••• 1HODH NJt19 0090 •• • • Sa3N?JOO Was � •••• • •• 0000 • • 'XW1 9 �fVp1�8q� W 0000•••• 0000• •w•• • • • • • 0000 0000 0000 • 0000••• • k. 00006900 • • • • • • z • • • • •000• it :000:0 •000•• II 11 II II II m�jj • • • •00•• •• • 0000 0 • c ii ii - ii ji i�-- •• • I II II II li II it u 'OdO'TO li'lo i SOB wwe Sw .98 1HOM115 a rZi� 'XVW.9 it it 11 II II � II it II II II a it I tD $ Jd0'I'0 1HODH XMI .96 DESIGN WAD CAPACITY-PSP W �(• FLAM"1DN& BUCK DDI& MASS TYPES C•CI'`- 'fYP�`D'4TH': FLANGE DIMS. BUCK DIMS. ctAS3 TYPl9'C'Ae'CI'GIM TYPES'D'&'Dl' V o WIDTH L)wronT(lY)LENGTH(L) EKr.(+) INT(-) ;'TDF(4<J 1Nt Y. WIDTH M LENGTH(L)WIDTH(W)LENGTH(L) w.(+) 1Nr.(-) EKf.(+) ' iw.(-) o 24' 23• 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 3 111 30' 29' 80.0 Bao 80.0 80.0 30' 114' 2• 113' BOo SILO 80.0 Bao L JB' 35' 80A SOA 80,0 80.0 35' 35' 73.0 73.0 80.0 80.0 42' 38" 41" �. 80.0 80.0 8060 80.0 % QQQ 41' 40' 81.4 81.4 800 90.0 48' 4Y 80.0 80.0 80.0 80.0 24' 2S' 80.0 Bao 80.0 BOA 54' S3' BOA 80.0 80.0 80.0 720• 718• 80.0 80.0 BOA 800 80' a8' 80A 80.0 80.0 80.0 35' 35' 72.4 72.4 Bao 804 V .en4 S0A 804 80.0 80.0 38' 38' Bag 85.8 8F1.0 .0 24' 23• BOA 80.0 80.0 50.0 24' 23• 80.0 80.0 80.0 80.0 ,NATE: 0 n a ap 30" 29' 80.0 80.0 80.0 80.0 3p• WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 29" 80.0 80.0 80.0 BOA i0 K 121' 120' VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE O JB' 38' 80.0 80.0 60.0 80.0_ 38' 35' 72.3 72.3 80.0 80.0 _ 4L 42' 41' 70.2 70.2 80.0 80.0 39' 2 48' 47' JB' 858 BS.a 80.0 m n 48' 4Y 61.3 61.3 80.0 80.0 Z to 94' or 81.3 61.3 Sao 80.0 - 81lCI(DWS YI l�' 507 39' 81.3 81.3 80.0 80.0 O 81' SO' 81.3 81.3 80.0 9&0 DESIGN LOAD CAPACM-W 24• 23' 80.0 80A 90.0 B0.0 FLANGE DIMS. BUCK DIMS. GIA88 TYPES'CVCI'(BASS TYPES VWDI' FLANGE 30' 29' BOA 80.0 80.0 B0.0 WIDTH(1V)LENGTH(L) WIDTH(fV)LENGTH(L) Exrl+) INT.(-) EXG(+) TNG(-) JB' Js' BOA Sao BD.o eo.o 19-t/5" is-t/e' 90.0 80A eao IG.oFLAN�DArs 42' 80' 41" 39' 70.2 70.2 80.0 Bao 26-1/2• ZS-1/Y 80.0 80.0 80.0 80.0 48' 47' B1.3 51.3 80.080.0 37' 36" 80.0 80.0 80.0 80.0 a V) S4' 3J' 84.3 64.3 72.8 72.5 48' 21i Cr BOA 80.0 80.0 80.0 _---- �_' taQ BO' S8' 4" 4&8 65.1 8&1 53-1/8' 52-1/a- Ctl7 / BOA 80.0 80.0 Bao s y 81' 80' 48.8 1 45.8 85.1 85.1 81' 50' 80.0 804 60.0 80.0 < y LL 24' 23' 80.0 80.0 8a0 Bao 19-i/8• 18-1/8' 80.0 80A 89.0 80.0 30' 29' 80.0 80.0 80.0 50.0 26-1 2' 2a-1 2' FGLIAL t�. fN(Z-dN(E - �n / / 80.0 80.0 80.0 80.0 38' 35' 80.0 80.0 80.0 80.0 3Y 38' 80.0 80.0 80.0 80.0 .. J8-3/9' 37-3/8' LQl 42' 72• 41' 71• 702 70.2 B0.0 80.0 48" 47' 77.1 77.1 80.0 60.0 BUCK DORS 48' 4r 81.3 51.3 80.0 Bao 83-1/8• lit-1/8' 77.1 77.1 80.0 Bao O '$ 54' or 54'3 $4.3 72.5 72'.5 Bt' 60' 77.1 77.1 B0.0 8a0 80' S8' 4BA 48.8 85.1 &5.1 19-1/8' 18-1/8' 60.0 ✓7.0 80.0 80.0 Q U 81• 80• 45.0 40.0 84.0 644 26-1/27 25-1/2' 894 90.0 80.0 s0.0 2+ 23" 80.0 80.0 80.0 80.0 37' 38' 804 BOA BOA 80.0 FIN FRAME O 30' - 29' 604 80.0 80.0 80.0 48• 59-8/8• 47' 81.3 81.3 80.0 80.0 49-5/B' 38 35' 78.2 7&2 80.0 80.0 53-1/a' 52-i/8' 58.0 58.0 77,4 77.4 BUCK DIMS x,42 y 41' eY 70.0 70.0 80.0 80.0 81' 80' 58.0 58.0 77.4 77.4 47- 81.3 81.3i:: `. 75-1/4" 74-1/4' 584 B8A 77.4 77.4 O 54 SS• 54.3 54.3 72.5 72.5 03-3/4' 92-3/4• 58A 5&0 780 7&5 FLANGE ADAPTOR AAA 6 58 or 52.4 52.4 86.6 69.8 18-1/8' 18-1/6' 80.0 80.0 50.0 804 � Z4' 23' BOA 80.0 80.0 80.0 26-1/Y 28-1/2• 80.0 80.0 B0.0 130.0 FIANCE pM5 $ $ 60.0 BQO 80.0 80.0 3Y �. 36' SY Bob 80.0 80.0 80.0 38' 97• 35" 06' 78.8 7&8 80.0 80.0 45' 47' 61.3 61.3 80.0 BDA 4Y 41' 6&2 6&2 BOX 80.0 53-1/8• •• • 4n- • •5� •�8,3 73.7 73.7 e • • • NOTE: 48' 47' 80.8 60'6 80.0 80'0 of •60 • • • 0 Ii84.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE 8 49' 48" 59.0 59.6 80.0 WO 75-1/4' • *4- 4' • • •41616 •46,5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) °°,•8 z4' 23' �.9 [Io,D so.o s9.o 19-i/a• • • /(L • •o �.o Boo AND FLORIDA BUILDING COMMISSION �' 28' 804 BaD Bao 60,0 26-t/2' 2a-1/2• 8011 �D 80.0 80A DECLARATORY STATEMENT DCA05-DEC-219 ^1 35' 192' 35' 101' 74.8 74.8 80.0 80.0 37' 78• 38" 75• 7&9 7&9 8010 80.0 E'qr:JAJAD AHAUD PRODUCT RDVISDD i1 42' 41' 85.7 89.7 80.0 80.0 48' 47' 81.3 81.3 80.0 80.0 C' Qy I FLA.PE 70392 Delld PIY�S wilh Ua Flmlde o 48' 45• 59.3 s9a 8a0 80.0 53-Yo' • • a2-i/ •• $5.3 :3 73.7 73.7 A�P�Bav e do �A. (%l! 24' 23" 80.0 BOA 80.0 80.0 8/r • or • 48.0 >?BA• 84.0 84A Lhc'Iatlon Date /�� ' 30• 29' 80.0 Boo 50.0 80.0 8 Sy se• Toa' ss• 1oY 73.8 7s4 900 50.0 ANCHOR SPACING TO%E AS IR SFffiETS1•dt t.r 015 adaP.�euc1 6e1 drawing no. 42• 41' 82.4 aria 624 ",a 80.0 (W10- _02 44' 43' 59.1 59.1 80.0 80.0 G ahaet 2 of g • • • • 00 • • • • • • • •• •• • • • •• •• ••• • 0 • ••• • 0 ' =0-01M lNV-dAOO 'CM-Ess(90£)ws 0898-Ees(mr)-131 ; (V ao '�a3oaas s tl3aYW31N11 or" i -. 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' 4 P • • •�• 9•••• WE W • • • o • LU'� � CAH � � a •••�• ^a� 0000• sole L •• Z� ' 0000• fif • • m �' 0p� - •• NM� � 0000 'Oral �h�j, ••• • Y�z• 0000• - �� A b= I • • ro m �� NIMa ,�� ; ' •• • "'"� � 0000• —— CK WA.+A QHS •• a •• • _ �.{g 'xaN.b/1 ' iR '4F ". • Zr • I _.fit 009.0 o F � a� '; • � �F- t •999• - Q y2y 90 s Z • vil A (� a S o ••Zu `. 19 Z O O cel f z 8o I4[ QI i W • tiL`` � wl O M 3 I. V ° TYPICAL INSTALLATION DETAILS �� q THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X MSTALLATK)N DETAILS INSTALLATION DETAILS INTO KETAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 19 TYPICAL ANCHORS 1/4'MAX. el SQ SPACING SHINS g ii it 20Y WOOD BUCK FOR SPACING Q I 1 OR METAL ^ WOOD STRUCTURE TYPIfAU.ANCHORS v STRUCTURE W FOR�IINNO a.v we TYPICAL ANCHORS p 32 SEE El". fi b aJ s .V, I \✓3i .•• FOR SPACING >v..v n ^'•. 1 L•APPpiORS 1_1N,4, . M52 SEE ELEM2 i8Y FOR SPACING II II a VI WOOD BUCK Ee Q p o 17, SMF 2 3/8'MIN. 1/4' BUCK HEIGHT GAPI 1/44-� X4 O W000 STRUCTURE a GAP ♦ NOT BY CGI 1/2'MIN. 1/2'MIN. P O M n "' d __`� � C2 z O 3 2 2 3/8'MIN. Z Z li FIN FRAME �o0_R ♦♦♦ CAUU MG SACKRED V c TYPICAL ANCHORS: SEE a".FOR SPACING I I o �pt� ��'e .ssc.aim,� (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 2W. c THE USE OF DEEPER OR c BEVELED WOODBUCKS IS R PERMITTED. HOUSE WRAP E3 NOT BY Ca EXTERIOR a - ------------------- 4494 - 1�IICK YVf tTt� ,BU K IDttT - CwW MIAMI-RADE COUNTY APPROVED I o >$ ..., t`y """" '-•� `. -' ON I MULLION &MULUON ANCHORS I W o'�a o • • • . ♦ WARS I I SEE SEPARATE NCA 1� i' • 00- L • • • R • I� L_______ ____ �I o r 11 �--• _ EW. AD AHMAD 1 CIVIL PRODUCTRflVtnD RA.PE{70592 moon 'i - • • • ly AaaPlaAce No -04!Wn .. . . . . TYPICAL ANCHORS y; ;. a ♦ •4 11SEE ELEV, py. .' M - •• ••• • FOR SPACM PmducW10—OZ sheet of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.505 ITEM PART 0 QUANTITY DESCRIPTION LATERIAL MANF./8UPPLIER/9EMARKS U �' -.088 E1 CGI-118 4/WDW. FLANGE FRAME 8083-TB 011 1.885 ,8L2 C01-119 4/WDW. FLUSH FRAME/FIN FRAME 8083-T8 - O CCI-121 4/IMOLAI. GLAZING BEAD(LAM.GLASS) 99g E4 CGI-123 4/WDW. GLAZING BEAD(LAM.INSUL CLASS) BD83-TB - �j TYP. ES C01-110 4/WOW. NAIL FIN ADAPTOR 8083-TB - E8 CGI-t09 4/WOW. FROM'FlANGE ADAPTOR • 8083-TB - 1.335 M7 CGI-382V AS Rl.Q0. GLAZING BULB VINYL PMC DUROMETER 75-80 SHORE A O M2 CGI-124 AS REGO. SCREW COVER-OPTIONAL PVC _ n Et FLANGE FRAME M3 CGI-112 AS REQO. FLUSH FRAME COVER PVC M4 - OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/87 8083-TS 2.303 M5 - 2/LIFE SETnNG BLOCKS EPDM DUROME"85t5 SHORE A VQ QI T'� S2 /10 X 1-1/4" 2/CORNER I ASSEMBLY SCREW PHL PH SMS ST/ST .812 1.49s .995 085 a ii IVP. ,.335 H EO FLUSH FRAME/FIN FRAME � N q� a .975 III W n .995 " i p 1.184 WELDED JOINT AT ENDS jF=N O GLAZING BEAD (LAM. GLASS) 8*9 .120 ,995 1.000 —{.125 p .J M4 E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE(LAM. INSUL GLASS) CIRCULAR WINDOWS 1.130 .095 0 R t.480 RECT. OR SQUARE WINDOWS ' 180 1.350 1.880 $$ $ L 0 °S0 M. CORNER DETAILS '060 • • • • • • • • o°/�d„a 1.393 • •• • • • • • ,•� g e B$ O NAIL FIN ADAPTER O FLANGE ADAPTOR •• ••i •.i ••• i •.• c 0 1.3881.119 ' VMLAIDNII PRODUCT REVISRD 9 L .180 •• •:• ••• ••• • s•• FL"-PE t,",592 Au�g(udo��Um Florida S .050 r —� _Ian D810 ac, 9 o9s .050j- oso . . . •. . . . . . b 1.081 •• • • • • • • 8p •• • •• • ••• • Mi P__,Con 1 drawing no. OM3 FLUSH FRAME COVER O SCREW COYER W10-02 •.• • • • • •.• • • sheat $of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-RADE i1IIMMI-DADE COUNTY f PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CGI Windows&Doors 10100 NW 25`'Street Miami,FL 33172- SCOPE: 3172.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. DESC1fIIPTt)N:'Seilles rISentinel"Llncipped,Extruded�#umitvtrrm,TulleVIullibn;`=I,.M.L APPROVAL DOCUMENT:Drawing No.M10-01,titled"Series Sentinel Unclipped Alum.Mullions", sheets 1 through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County ProducteControl Revlsivn dump •..• • with the Notice of Acceptance number and expiration date by the Miami—Dade County Ptoduct•Cepttpl •• Section, •••••• •• •••••• MISSILE IMPACT RATING:Large and.Small Missile Impact Resistant •• •• • LABELING: Each unit shall bear a permanent label with the manufacturer's nems or logo,*oit% state,,•:•• model/series, and following statement: 'Miami-Dade County Product Control AplA Veo", unlpSS; berwis8•••• noted herein. "":' RENEWAL of this NOA shall be considered after a renewal application has befit Mel and there has beep..::. no change in the applicable building code negatively affecting the performance ofthis product.:60006 TERMINATION of this NOA will occur after the expiration date or if there has e'en A revis!d11:JY,changt •••' in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official: This NOA revises and renews NOA#11-1031,07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAM4DADECOUNTY 4 NOSl+li►.14-� � xpiraton Date September 21,X420 al ate: 1VIarc>I QS, 01 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M10-01,titled"Series Sentinel Unclipped Alum. Mullions",sheets 1 through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-0303-11, dated 03/24/11,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.11-0330.22) 2. 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 an aluminum ttihG jnullion, prepared by Hurricane test Laboratory,LLC,Test Report No. . '••••' ••••.• HTL-0080-0301-10,dated 03/30/10,signed and sealed by Vinn•J Abrahgr,.P.f. •, (Submitted under NOA No.10-010.14) """ • •••• •• • • • C. CALCULATIONS .... ' ' . .. ..... 1. Anchor verification calculations and structural analysis,com +ith c.ficn .....• Edition(2014),dated 09/23/14,prepared by Al-Farooq Corpozatibb, signed'and' "•"' sealed by Javad Ahmad,P.E. . . . . . ...... D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). •••• E. MATERIAL CERTIFICATIONS 1. None. i Ma MY ,P.E. Product Contro E miner NOA No. 4-1103.09 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-1 f CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying withC=S, dion X204),+and of no fmancial interest,dated October 4,2014,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.HTL-0080-0303-11,issued by Hurricane Test Labortitory, LLC,dated March 24,2011,signed and sealed by Viou J. Abraham,P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No.HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Sit bin itted under NOA No.10-05.10.14) 4. Proposal No. 09-1942 issued by BCCO, dated November 05,2009, signed by Manuel Perez,P.E. (Submitted under NOA No.10-0510..14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows and Doors for their Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09122/15. 0000.. .. 00000. 609.6. 0 9 0000.. 669. .. . 6 0000 .. 0000. 0000.. 0000 0000. . . 6 . 0000 .. . 0000.. . 669..6 0 0 . . 0 . 060000 .6669. . . 0000.. .. . 0000 . 6 9 Manuel Pe ez, .E. Product Control Tata finer NOA No.14-1103.09 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-2 I roy'� a = Z T.000 F� T.000 1.000 �Q 71, 4.00 n &� S ..S.WO 3.W0 p CCC i0 8 tett aYP.' .125 TYP. n t Irk. o I X 1 X 3 STD TU)3F 1 X 4 STD TURF BOBS�TB 8063-TB 8083�^T6 z �# c" o M Imm FRAME MM Tm S3M� Zpl THESE MULLIONS TO BE USED WITHSERIES 1,30 SENTINEL FIXED o— SERIES 110 SENTINEL SINGLE HUNGW WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOKS. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. o NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELDCOY g HURRICANE ZONE(WHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BURRING CODE REQUIREMENTS I.E.WIND LOAD.WATER C INFILTRATION. FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. •• ••• • • • • • •• WOW BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • o o c LOADS TO THE SIMXHAM • • •• • w'�o� ,�„�,- TO BASS SHALL BE AS LISTED.SPACED LL SHORN ON DETAILS,TILE E C.). • • • • • • • •USE CI*�RTS AS FOLLOWS. 1D BASE MATERIAL SHALL BE BEYOND WALL covERlNc(S1UCC0,TILE Era). •• ..• •• • • • •. pEfERMINE DESIGN LOAD REQUIRED PER ASCE 7 PRODUCT REVISED 0 ANCHORING CONDITIONS OTHERTHAN INOSE SHOWN IN THESE DETAILS STEP 1 FOR PARTICULAR OPENING. E41-JAYAD AHMAD N R ARE NOT PARI OF THIS APPROVALAL CMI. as c mp,ying xqtb die Protide gq A LOAD DURATION INCREASE IN ALLOWILE STRESS IS USED IN DESIGN OF �7Ep q USE CONNECTION OF WINDOWS TO MULLION AS PER 70592 Bu,IdingCoae/�,lla3 09 ANCHORS INTO MW ONLY. • ••• • ••i'-"�-� P�DUCT%PP�� B ne c de on MATERIALS IIQUIDDI.BUT N0T UtI1W TO S�/METAL SCREWS,THAT CM WrO • • • • • •CTCp t WIPO ON SHEETS 3 THRU B SELECT MULLION TYPE � rMion Date ZD No CONLICT WITH OTHER DISSIMILAR MQERNLS SrfAIL MEET THE REQIARDAENTS •• • • •• • Y++FY WD GUANTITIES WITH DESIGN NA71N0 MORE THAN q 13y o vI OF THE FLORIDA BLDG.CODE. . .• . . . •THE�0tLLQAD SPECIFIED IN STEP 1 ABOVE. * 2 5 201!Adimn Produel C°8 draain •• • •• •STEP 4•GIACITY4bF SELECTED cGrs Wmom AND MULLION ---JJJ g no. THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT MUST EQUAL OR EXCEED REQUIRED LOADS. j 1`. M10-01 ••• • • • • ••• • • Sheet 1 01� • %00 • • • •• •• 000 0 • • ••• • • ' � ¢ " tUStti cAN BE �V 6Nt 'Y SEE CHART'B'FOR � CAP Si -CHART A t¢A7ACDY t FYAAIGEi A4TQR4 Ate' �c JYP _ ! C17Atft 7a' � Gf A�1 I�U�S{1N i%+13INA7[ONS 6 s r � •� rn is asa r b -' W2 �..- - r �, 1PiAf�Ed>R+•E♦�lt1Uw '`0'61E (n EXTERI � 04 S.H. ,' r t 4 r; t% 2 { N SEE CHART W FOR CAPACITY SEE CHART W FOR CAPACITY SEE CHART W FOR CAPACITY Z M L)omv I 1 I 1 RODUCT'RRMSED 0Q$ W1 I I 1 W. WT W2 WT W2 da cnnplyhlS With am Fbride I1��77 RuRdinIT Co •• • • • • • • • 4ptmw No •• Paepingbn Dato Q a®d g yF -� • • • ••• • �� O o< m m IJ IJ S'f • • • • • • • • • D°de Product f :- J E, m . � \ • ••• • • � PEI EXTERIOR • • • • • • drawing"ty� • •EXTERIOR••• • f n TxTERIOR �E�''�5 013 M 10-011 FllCED TO S H FIXED TO H.B. S.A. TO H.R. sheet 2 of 7 • • • • • • • • • • ••• • • • ••• • • r !'AAIPP rA'DH910N, Y+{AItO1TY.. CHANT'A'DESIGN LOAD CAPALITY-PSR ' MULLION VM ANY COMOMATION OF SERIES SENTINEL h ZONrTJd.SLIMlXi(Nt S@IGU:HUNG T9Pi60166 - - FD0:0.HORIZONTAL SUDINO OR SINGLE HUNG TONOOHS ^� Q 1 `ANS ` 191NDOW DIAi& 1 ANCHOR AT 2 ANCHORS AT a OF Uttt(91 .ix_ EACH SIDE OF NULUON EACH SNE OF MULLION Z Z MUU�FAN MULL T09E'MULL TUBE MULL TUBE MULL TUBE MNL TUBE �MW,L'706E` WM M LL SPAN MULL TUBE NUL.TUBE ►TIAL 71�E NULL TUBE MULL TUBE MULL TUBE r p 1 X„1E TJ2` 1 X 3 1 X 4 1 X 2-1f2 t X 3 C 1 1(q_ 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 1' 18-1/8' 90.0 90.0 90,0 90.D 90.0 80.0 24' 90.0 90A 90.0 90.0 90.0 90.0 28-1/Y 90.0 90A 90.0 90.0 0" 90.0 30• 90.0 80.0 90.0 90.0 BOA 90.0 w 3Y 8f8� 80.0 80.0 800 9&D 90.0 90,0 38• 90A 90.0 90.0 90.0 90.0 90.0 0Y/. 49 - 83.0 89.0 88.0 9&0 90.0 90.0 42' 48' 90.0 90A 90.0 90.0 90.0 90.0 -'86A 88,0 B3.0 90.0 90.0 90.0 48" 90.0 BOA 80.0 90A 80A 90.0 0 1-- no 19-1/8' 90.0 90.0 90A no 80.0 64' 99.0 00.0 90.0 90.0 90.0 80.0 �O 26-1/Y 92.6 62.9 629 90A 90.0 80.0 60' 90A 90A 80,0 BOA g0.0 80.0 g Q 37' 83' 68.1 8&1 68.1 82.8 90.0 80.0 24' 9DA 90.0 90.0 ODA 90.0 90.0 ,T a 1. 87.7 67.7 87.7 70.0 BOA 90.0 30• 80.6 80.8 80.8 90.0 90A 90.0 63-1/B 8&2 882 88.2 879 90.0 80.8 38• 72.0 72.0 720 80.0 90A 90.0 18-1/8• 80.7 89.7 89.7 80.7 90.0 90.0 4Y 60' 689 BB.B 88.8 89.7 80.0 90.0 Vr"T 26-1/Y 58.6 68.8 689 599 789 80.0 48' 83A 83.0 63.0 84.1 90.0 90.0 61.2 512 449 599 90.0 64' 61.1 81.1 81.1 809 90.0 90.0 -49' 3&8 43.1 43.1 3&6 48.8 8&8' 60' 60.5 809 609 799 90.0 90.0 34.9 41.8 41.5 349 48.8 81.7 24' 7&6 78.8 78.6 77.1 90.0 90.0 a 57.4 76.8 78.8 87.4 789 90.0 JO" 63.3 0&7 63,7 63.3 64.4 90.0 y� 26-1/2' 42.2 98.3 97.3 422 88.J 80.0 38' 54.8 68A 5&0 64.5 727 90.0 37' 86' 31.4 41.9 44.2 31.4 41.9 7J.8 4Y 72' 4&6 80.8 60.8 48,8 84.8 80.0 1. 292 33A 3&7 282 33,6 59,1 46' 443 47.3 47.3 449 89.4 90.0 53-1/8' 239 J19 39.1 23.9 319 68.9 84" 41.7 44.8 44.8 41.7 65.7 80.0 Ow 19-1/0• 482 84.3 709 483 64.3 80.0 80' 38.9 43.2 432 399 63.3 90.0 O(r 26-1 �. �.4 47.2 63.3 36.4 47.2 82.9 24' 479 83.0 830 47.8 84.0 80.0 37" 28.2 36A 41.2 2&2 35.0 81.4 30• 38.1 621 826 38.1 821 90.0 n 48' 209 27.9 33.9 209 27.8 49.0 36' 33,3 44,6 459 33,3 443 7&1 19-1/8' 38,6 829 85,9 36.8 829 90.0 4Y �• 29.4 382 41.1 _29.4 392 86.9 O$M 26-1/Y 96• 29.0 38.7 49.8 29.0 38.7 M. 48' 28.6 35.8 37.8 2&8 353 82.3 8 3�11 37' 21.4 28.8 38.0 21.4 2&8 60.2 b4' 24.8 323 35,4 24.8 329 87.8 C NOTE: 24" 319 423 64A 31.9 4" 74.7 - MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION 30" 29.8 349 44.8 28.9 343 60.6 o �{ OF FIXED,SINGLE HUNG OR HORIZ. SONG WINDOWS 38• 86• 21.9 29.3 369 219 293 91.a MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. O 42' - 26.6 34.8 - �.8 48.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 48' - 23.0 Sts 23.0 40.4 MULLION SPAN MULLION SPAN G tq9t 2 Ak;2iOliS AT Tt1$ pF MULi„S 1 OR 2 ANCHORS AT EACH SINE OF MULLS ALL OTHER.ANCHiiTO AS PER ALL OTHER ANCHORS TO BE AS PER WBiDOW NOA DETAILS >: �. W1 W2 e n c•d � • •• • • • • • NOTE: <m u $L % • • • • • • �• REFER TO PAGE 2 FOR OTHER COMBINATIONS. �'JAAD*QW PRODUCT REVISED I ,e e4 eemp17ing wi91 the FTellde N • ••• • FIA•PE 79692 6ui1dia8 Code • ,►:• 1�M • • cAN. AmpIMlallo14-If03.Oq 6 $ ' t ; • - • • • • �� ILrc�W -'p Dte WIDT •• • ' •• • MllRI {W)a Wt +W2 Mira9lclCo.1 d-In no. Ee FIN FRAMES {1 M 10-01 S�I„ 5��sE OTt sheet 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHARY'H'DESIGN InAD CAPACM PSP CHART'H'D ci N ne GPA 17`Y PQP r MULLION HUITH WIXO COMBINATION OF SERIFS SESOM MULLION WITH COMBINATION or SERIES SENTINEL V U SINGLE(INA;r195 OR FUZED TRANSOM SINGLE HMO WINDOWS OR FIXED TRANSOM T91NDOlp DIMS. t IDE OANCHOR U 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT o� EACH SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION Z WIOTFI(PI)MULL SPAN MULL TUBE MULL 136E MULL MULL TUBE 66ULL 138E MULL TUNE WIDTH M MULL SPAN IBp.I TUBE 4 1 X 2-1/2 1%3 1 X 4 1 %2-1/2 1 X 3 1 X 4 MULL TUBE MULL TIRE MULL TUBE MULL TUBE MILL TUBE 0 3 1 X 2-1/2 1 %3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 1'• O 19-1/8' 90.0 90.0 no 80.0 90.0 90.0 24' 90.0 90A 90.0 90A 90.0 90.0 Q 1 28-1/2' 90.0 60.0 80.0 90.0 90.0 80A 30' 90.0 90.0 90.0 90.0 80.0 90.0 O 3T b0-b/8' 90.0 80.0 90.0 90A 90.0 80.0 38' 90.0 900 80.0 90A 90.0 90.0 49' 85.0 BSA 65.0 90.0 90A �.0 42' 48' 90.0 90.0 90.0 90.0 90.0 90.0 53-1/8 8SA B&0 85.0 90.0 90.0 90.0 48' ODA 90.0 90.0 90.0 90.0 no 0� n 18-1/8' 90.0 90.0 90.0 90.0 90.0 90.054' 90.0 80.0 80.0 90.0 90.0 90.0 V y� 28-1/2' 82.8 82.8 82.8 9&0 90.0 90.0 60' 90.0 90.0 80.0 90A 90.0 90.0 3Y BJ' 68.1 88.1 68.1 90.0 90.0 8&o 24' 90.0 90.0 90.0 90A 90.0 80.0 O g 49' 87.7 87.7 57.7 90.0 90A 00.0 30' BOA 80.6 BOA 90A 80.0 80.0 Dr dG 63-i/8' 88.2 55.2 382 88.8 80.0 90.0 38• 72.0 72.0 72.0 90.0 90.0 90.0 f i G 19-1/e' 83.7 83.7 85.7 80.0 90.0 80.0 4Y 60' 68.8 88.5 88.5 9DA 90.0 90.0 28-I/Y 88.b 869 88.8 77.7 90.0 80.0 41' 83A63.0 83.0 90A 80.0 80.0 J7' 76' 31.2 81.2 81.2 58.5 73.4 90.0 84• 61.t 61.1 81.1 90.0 90.0 90.0 Q 49' 43.1 43.1 43.1 47.7 60.0 86.3 60' 609 80.5 609 90.0 90,0 90.0 03-11r41.8 41.5 41.5 45.5 57,2 829 24' 78.8 75.6 7&6 no 90.0 90A 18-1/8' 74.8 75b 78b 749 90A 80.0 39' 53.7 83.7 83.7 82.8 90.0 90.0 26-1/2' 58.0 87.3 87.3 b3.0 88.1 904 38' S&0 38.0 5&O 71.1 89.3 90.0 t 37' 85' 409 44.2 44.2 409 91.4 83.1 4Y 72' 60.8 809 50.8 63.4 79.8 90.0 329 38 49' .7 36.7 32.9 41.3 889 ' 47.3 47.3 47.3 58.1 729 90.0 53-1/8' 31.1 35.1 3&1 31.1 39.1 83.2 46 a. 84' 44.8 449 44.8 54.4 88.4 89.6 Q y.101 19-1/8' 82.9 709 709829 79.0 80.0 80' 43.2 43.2 43.2 52.1 88.4 80.4 Y�1Lun`I 25-1/2' 80' 4&2 63.6 5" 482 8&0 90.0 24" 82.8 0&0 0&0 62.8 78.6 80.o Q t` 37' 34.2 412 41.2 34.2 43A 59.4 JO' 51.0 52.6 82.6 51.0 64.1 80.0 N 49' 27.5 53.9 3X9 27.3 347 85.4 J8' 4X5 45.8 4&8 43.9 SNA 8&3 N,.. . 19-1/8' 5I.7 88A BS.9 81.7 8&0 90.0 4Y 38.4 41.1 41.1 3&4 482 77,g Q M 28-1/2' 86' S79 47.6 49.8 37.8 47.6 7- 48' 34.7 37.8 37.8 34.7 439 70.4 d u M 37 1279 38.1 38.0 279 38.1 56.7 54' 32.1 35.4 35.4 32.1 40.3 65.1 Z 24' 41.8 52.2 94.0 41.6 522 84.4 GN _p NOTE. 30' 33.7 42.4 44.8 3X7 42.4 88.8 OlK3} r I p MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES 38• 9e' 285 39.0 se.s 2&5 se.o 98.1 �j MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. 42' 25.1 3T. 34.6 26.1 31.6 809 0 (INIMPOLATION BETWEEN WIDTHS ALLOWED) 48• zz9 ze z 31 S 22.5 2e.2 45.8 MULLION Sm.. 1 L 2 ANC AT EACH SpNULLS O g Lq ALL OTHER ANCHORS TO BE ASS PER C A 1� �I WINDOW NOA DETAILS Wt W2 / I I $$$ • • •• • • • ♦ • • o ffi O<m u / DW 3AVAD AHMAD PRODUCTREVISPD 1 4 CNB. es o P1Fi98 wOb lho Fkrcida ' FLA PE 892 ITaildngcoda • ••• • ••• • • CA9. A mptam No 14-1 t os.og • • • • • •• • • • Cxpit9li�[,tff- so p WIDTH (W) = Al +W2 •• • • •• • • • • • r' r ` yy 2 • • ••• ••• •• ••• taA;; dlrowing no.E62015 M 9 0-01 ••• • • • • 6:0 t• • • (sheet q of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART'C'DPSIGN LOAD CAPACITY- Pep GRANT'C' DR-Mm LOAD CAPACITY-P3P HORIZONTAL MULLION WITH COMBINATION OF SERIES SOMEL HORIZONTAL FpfED OVER MOREL SLIDING WINDOWMUWON WITH COMBINATION OF SERIES SENTINEL 1 OR 2 ANCHORS FDWO OVER MORI2.SLIDING WINDOW AT EACH SIDE OF MULLION(AT WINDOW FRAME) WINDOW DIMS. 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT SEE CHART FOR CAPACRY IY b EACH SIS OF MULLION EACH SIDE OF MULLION WINDOW DIPS. EACH SIDE OF MUWON EACH SIDE OF MULLION Z 2 NULL TUBES O k z WINDOW WINOOW TRANSOM MULL TUBE MULLX 3�MULL TUBE MULL TUBE WINDOW WINDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE HULL TUBE /%/ \ �'.(d 0 WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 WIDTH KOM HEIGHT 1 X 2-1/2 1 X 4 1 X J 1 X 4 ggg' // \\ tY 90.0 90A 90.0 90.0 12' 90.0 800 IWO 9oA �� `\ \\ O 15 18• 80.0 940 90.0 90.0 18• 90.0 90.0 90.0 �A 24 90.0 90.0 80.0 90.0 24' 90.0 80.0 80.0 90.0 93 93 52-1/8' 30' 90A 904 80.0 840 38° JO' 80.0 80.0 900 90.0 0 h 38• 00.0 940 90.0 80.0 36' 90.0 90.0 90.0 BDA 4Y 80.0 90.0 90 0 80.0 42' 90.0 90.0 940 80.0 p� Q 48• soo sao e4o Sao 00 25• 48° 80.0 90.0 80A 80A ~s 12• 90.0 Sao 90.0 80.0 IY 90.0 90.0 90.0 90A �. G 18• 80.0 80A 90.0 a40 18' 90.0 90.0 90.0 24° 90A 80.0 90.0 90.0 24' 84.0 84.0 900SOA ..1 73' 30' 81.8 81.8 90.0 90.0 52-1/8' BY 30• 79,3 79.3 90.0 90.0 Q�it ei I 38' 74.8 74.8 940 90.0 98' 76.1 70.1 90.0 90,0 42' 89.9 89.9 80.0 80.0 42' 74.1 74.1 90.0 90A 48' 06.3 88.3 80.9 90.0 48' 73.0 73.0 90.0 90.0 12' 00.0 940 90.0 9a0 tY 06.3 70.8 84.8 90A WINDOW WIDTH 18' 80.0 940 80.0 80A 18" 80.7 83.4 77.8 80.0 w 24 90.0 90.0 80.0 80A 24" 88.2 96.1 71.8 80.0 2 1/2' J• 4' q{ 82-1/8' 30' 80.0 90.0 80.0 90.0 73' 30• 82.8 54.1 67.2 80.0 w "f 38' 80.0 80.0 940 840 38" '49.6 51.0 83.4 90.0 4Y 90.0 840 90.0 90.0 42• 47.3 qB 7 90,4 89.3 48' 90.0 90.0 90.0 90A 48' 45.b 44.9 682 88.1 n 37-3/8' 04 12" 80.0 Sao 90.0 90.0 I N P 18° 76.8 48.1 90.0 00.0 M 24' 7d8 78.8 90.0 90.0 o�M 73' 30' 89.8 89b 90.0 90A z Z 38' 64.8 84.8 83.4 90.0 OO 42° 81.0 81.0 78.4 90.0 �i o g 48' 58.3 48.3 74.8 90.0 of 12° 90.0 90.0 90.0 90.0 O 1 B' 90.0 80.0 90.0 90.0 24° 90.0 90A 90.0 940 38' 30' 80.0 90.0 90.0 90.0 gg 38' BDA 90.0 8OA 90.0 .F]XED OVER H R 0 C 42° 90.0 90A 90A 90.0 48' BDA 940 80.0 90.0 12' Sao 90.0 90.0 80.0 g g$ 18° 90.0 90.0 90.0 00.0 9 24' 90.0 80.0 90A 90.0 52-1/8' 49-8/8' 30• 80A 840 - 90A 90.0 •• ••• • • • • • •• It 42' 93.3 8 38' 86.9 839 gp0 90.0 • • 3.3 80.0 90.0 • •1 • • • • ••• • 48" 81.9 81.8 8a0 90A • • • • • • • • • •• ••• •• • • • •• 12° 79.1 82.8 940 90.0 v 18' 71.2 73.1 80.0 90.0 Eng.JAVAD AMMAD PRODUCT REVISED T F CML =emDP114n9 UWth the Flodda 24• 05.0 86.1 83.2 90.0 FIA PE W92 DeildhtSCode 73• 30' 60.2 61.0 77.0 90.0 •• ••• ••• •• • ••• CAN• Aaeplance No /�•/JO',� , 3e 56.4 57.1 72.1 9o,0 • • • • • • • • i'k ntflat Date Zb b •• • s •• • • • • • � Dy 42' 33.4 84.2 88.3 90,0 • •• • • • • • t • • •• • ••• • A9tand ProdOctConUol drawing no. 48' 81.2 82.0 85.4 go•0 -01 2'�20i3 ••• • • • • ••• • • Sheat 5 of 7 • •• •• • • • •• •• A 8a say f METAL 2BY WOOD BUCK 1pYR _ A'f' it 510E 1—V4'WK WOOD EMBED �ULi.�T1COW ) `Ir OR 1 OR 2 A• o AT EACH SIDE OF MULL �Y 2 xld • •''4ty�, . • t a '� WOW SIRUCN� SEE SHEET 3&4 0 -ir I a ♦".,`l " � <^ h; a' � y, I �"' DIST. EDGE DIST- FOR CAPACTIY ' Z z < —«I EDGE Z/ A S N` y1 $ d j V, TYPCL ANCHORS sa TYC1ANCHORS tYPCANCHORS 3 77�G AT EACH SIDE OF MUII. 1 OR 2 AT EACH SIDE OF MULL AT FACH WE OF MULL I �1 GI yf j k 3+ SEE SHEEP 3&4 SEE SHEET 3&4 SEE SHEET 3&4 ZZ FOR CAPAGIY FOR CAPACITY FOR CAPACITY W 4 DIA. TAP.nu tav 'mw WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW, a (Fu=125 Rs Fjbt00 RSI) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD DUCKS OR W000 STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE, 1-1/2° MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) s y a '� ^`'a FLANGE, FLANGE ADAPTOR AND 51 w u a P THRU 1BY BUCKS INTO CONIC. OR MASONRY pp 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL) FLUSH FRAMES CAN BE USED O w DIRECTLY INTO CONC. OR MASONRY AT ALL ANCHORAGE CONDITIONS, 0 o t, t # 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL) TRACOty BV'no F1117; ra t*kS),,: 2 3/8'MIN. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES O 3 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) \ o c . THRU IBY BUCKS INTO CONC. OR MASONRY F 1-1/2'MIN. EMBED INTO CONCRETE (HEAD/SILL) 2 s/BMDL V o v ' I I �olT T t� 'fir 1 1/4 MIN EMBED IWO CONIC OR MASONRY (JAMBS) ' ' A1tY N1�iR CN H 1 t2"�y � � Ffl�r3ETH / v y 114 SMS OR SELF DRILLING SCRIEWS (GRADE 2 CRS) ' -pgi + INTO METAL STRUCTURES WHEN USED THE MIN. WOOD ° R STEEL : 12 GA. MIN. Fy 38 KSI MIN BUCK DEPTH SHALL BE 2%. ( o .) THE USE OF DEEPER OR $ r re ALUMINUM 1/8'THK MN. (8083—TS MN.) BEVELED WOOOBUCKS IS a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) PERMITTED. • 3 • • • rgq AND MASONRY 1 jz°MiN. .°0 d ♦ • • • o m n � �'* '��k `� � ♦ � • • •I y1C1URE = 3/4' MIN. 77, $ k:1 4 •i i* •• • • • •• WOOD AT HEAD.SILL OR JAMBS so= 0.85 MIN. tigr c L CONCRETE AT HEAD, SILL OR JAMBS 10= 3000 PSI MIN. JAVAD AHMAD PRonUcrRmsm- T ' a E c a n 1 t ? r 3 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI MIN FlA PECa� os comylyhtg oath the Florida * 'A" t3'{ { <d +� •• • ••• • • c.AN. Building code .E;�,u�•s-+M s z+r + * i" • • • • 4 AcccpWft l>A�te XHI 4INAW ANOIHOR INSTALLATION DETAILS SHOWN. OxA'?7 Tlf�mJd.ANtsIttRB' • •�� 0 �ALIEA�LB TO•SITNGLE HUNG AND 88pp d f �,� s .` r t„1 �- iR:# +b• - • 1 ."i Nhant ProdacTContrpl dreWing no. f n AT zaau ORI�ONTI*L SLIBfttG WINDOW FRAMES IN FLANGE, ,� ` ��5,. M10-01 UAL LEG OR FIN FRAME CONFIGURATIONS. ahest 6 of 7 ••• • • • • ••• • • Soo 0 • •• •• • • • •• •• s t .812 ,Bpp 1.301 1.867 2.505 �tj�V S2,7s7 � oBsF 085 ash 0l irP. rcP. z.sos za4o 1.450 z 180 L Z 1.745 all 1-`-- 3.175 2.SO6SJr o �{ 3.876 F 1.338 I 1.428 ,550 ,050 aa!g fA1S .745 085 2.81J `Gls¢al $ TP. Q .745 1.015 C 1.986 LOW �0 2.648 SERIES 130 SEMEL H.R.WDW AN FRAM HFA u• ue i . 7 Z R. WOW. Ft 4. FR ti retia � Q FIX, WDW. Au AM B.H. WDW. FLANGE FRAU MR S_.H.WDW. FLANGE FRAME H A SERIES 110 SEN11N0. SERIES 120 soMNEL p CfX-116 1 of-138 •H. WDW COI-137 FRAMs G1t I N.R. WDW. COI-1�FgAM teug FL4NGE ADAPTOR0 4a CC!-135 CCI-109 912 .301 1' 2.737 4 OBS 2.505 065 7I--- ABS it E OBS �. �' I �' OBS Tm. 2.440 I 2.50.Y {' 2.813 a17s 1.33.8 1.015 1.428 2.808 1.860 1.245 All 1.450 y q{ .745 .745 M .800 a '�8 2.348 T- .981 .OSO O W 1.488 1.016 E21105 2.737 1.395 p H.R.WOW, F U H FRAM SERIES 110 SDMELSERIES SERIES 130 SF.MINFL Hen _H.R.WDW. FLUSH FRAME•taMH S.H. WDW. tcu meas cn t MEL H_R. WW, FLUSH FRAME RAMS IAMB FOL �tg• FLUSk FR4�� S.H.WDW, FLUSH FRAME JAM g s_.H. WDW. FLUSH FRAME H An cta-101 -- - CCI-116 a °� CGI-119 CGI-102 CGI-100 rj O M FIN ADAPTOR 1.015 1A15 C01-110 Z Z(i 1.140 1.140 p= •0� 3.930 .OBS 4.430 1YP. 3.BBS 2.885 3.185 ' g 2.885 B r j I o Jill 2.440 2.440 v 9 2 2 SERIES 120 SENRNEI. SERIES 120 SENTINEL H.R WDW. FWSH FRAME ctw• •• • • • • • •• c•o� H.R M=E FRAM stn CCI-113 T' • • • • • • • CGI-138 • •• • • • • • m d E • • • • • • ••• • `mm •• • • • •• c 0 Eng"JAVADCIVIL m, PR0DUCTREVISM ••• • FlA F4: 2 ac-idyi-s with ftFlorida • • • DuildinB Co • • • • • ••• • ••• AceeptattcaNde o f4•t 03 • • • • • • • • • ErPimtion Date h .• . . .• • . . • • j, •• • •• • :00 • F� 2Q15 "�i °ada P t "'rat drawing no. M10-01 ••• • sheet 7 of 7 • • • • • • • • • • • •• ••• • ••• ••• •••• ••• •• • e, Miami Shores Village LiLU 30 Z01b Building Department artment - — 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20(�k BUILDING Master Permit No. & '�'r3l PERMIT APPLICATION sub Permit No. �rlC('u ❑BUILDING ❑ ELECTRIC ❑ ROOFING aISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS [] CHANGE OF CANCELLATION ❑ SHOP l CONTRACTOR DRAWINGS JOB ADDRESS: / 551 /L) City: Miami Shores County: Miami Dade Zip: 3 3/ Folio/Parcel#: // - 3�05"Off/'C� L� Is the Building Historically Designated:Yes NO tkQ Occupancy Type: 094 Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): fru F_r' V:r>4'V1ce='t1 Phone#:325-333--e1W Address: ST— city: ,� l2 � State: Zip: 53/3 P Tenant/Lessee Name: Phone#: Email: G�`/ ,? CONTRACTOR:Company Name: /awe��► �� Phone#: _ v?6 yo Address: //� �6�a�1.► , �t1�, City: Stater Zip: �s 3v� Qualifier Name: �2 2 1 z'& Phone#: State Certification or Registration#: C&C ��v�.�a�aZ Certificate of Competency#: ® DESIGNER:Architect/Engineer: Phone#: Address: City: State: 16: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ AIeration ❑ New Repair/Replace 15Demolition Description of Te 7b Lf Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFIFIDAI✓IT: I certify that all the foregoing information is accurate and that al( work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ,d` B F — Signature Signat OWNER or AGENT I ZCONTRACTOR The foregoing instrument was acknowledged before me this The fo Ding instrument was acknowledged before me this day of 20 by day of 20 14� by who is psonally know to 4 , JQUV,-/jO who is personally known to me or who has produced as me or who has produced .)C-–A `9 as identification and who did take an oath. identification and who did take an oath.So.– 3;1'5 --6 l NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: / Print: SEAN MONGE ;.�� ,`c: Notary Public-State o Florida Seal: _ Seat: = Commission#FF 901692 DAREN A.l* Comm.Expires Nov 13,2019 MY COMMISSION#FF 10 4997 '' F` ��, Mgt through National Notary Assn. EXPIRES:d 7,2017 eaaed T+w Naty POW underwhm APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r V6 l �- 208 Ud DEC 19 2016 Li— L rn rn � rX � rX v � c x 1>x rn �p D rn r r 1— tn1 mz NN A O lO Z N 1— DD p_ z �- rn °o � a { 0E = rn _ 0000.. - 0000•. • E • •. •.• • 0 0 •000.6 6 .006.• 0.0.. .. os. • 0. .66.0 so so• • • • •.0006 o 6. 0.0 6 • • 666666 - �_I'1 • 6.66.. . ,-d •0066. • .6•• • O ` ' ro • 0 • / r PROJECT No: OIUNER: KE r S ENGINEERING � I G I� I E E R I* I G P,4CsE NO. GUSTINKsER RESIDENCE I V I I V I V Z)-16-245 1581 NE 103 ST MIAMI SHORES FL Z)ARY -E L. OSSOFN � a P.E.No.FL 29429 SECTION VIEW 9n00 surm•I OymeavA9 wrsi4 AY TAVEWM FLORIDA 33090-Pk(30$)852-0262 • • ••• • • • ss• �0 . . •..•. • Q . . . . . . A Y4"FILLET WELD - 4" LONG Qr EXISTING INTERIOR/EXTERIOR FINISHES •• • • •• • • •• • NOT SHOWN FOR CLARITY • • • •• • ' ' EXISTING 14"STEEL SUPPORT00 7V N so o • • • • •• • • s i~aD • • • • • • • I I w fQ lot w a �a Lu ACCESS HOLE CENTERED 1y 9� IN ALUM MULL BAR FOR SCREWS 9 ATTACHMENT a 12"O.C. ` 2" X 6" P.T.WOOD BUCK ATTACHED TO EXISTING 1l"STEEL PLATE WITHE 414 X 28" I' I I SELF TAPPING SCREWS a 12"O.G. I 2" X 4" HEAVY WALLED ALUM.MULL ATTACHED TO SE CT I ON WOOD BUCK 4 EXISTING J15"steel plate With®414 x 25" SELF TAPPING SCREWS a 12" O.C. I 2" X 6" P.T.WOOD BUCK ATTACHED TO ALUM.MULL BAR WITHE 014 X 29" SELF TAPPING SCREWS a 12"O.C. DOOR/WINDOW UNIT,REFER TO PRODUCT APPROVAL SPECIFICATION FOR INSTALLATION,TYP. Lu 0 I I 2"X 2" X Mu ALum.CLIP WITH(2)014 X 2"SMS SOWS TO 2" X 4" HEAVY WALLED ALUM.MULL AND (2)014 X 2"SMS SCREWS TO EXISTING STEEL COLUMN,TYPICAL EACH END 0 I I � EXISTING 4"X 4"X An STEEL COLUMN } (l6'-0"MAX.SPAN) w 0 O PARTIAL ELEVATION otu BUILT DOWN IN-FILL HEADER DETAIL I. CNI TYPICAL DETAIL FOR OPENINGS 16 / 1-1 / 18 / IS / 20 / 21 W I REFER TO EXISTING WINDOW AND DOOR REPLACEMENT ` PERMIT, PLANS 4 SPECIFICATIONS .4 Q