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WS-15-2062 Permit NO.� Miami Shores Village {,� > t)=7gfpB:,W(ftdC} )'uttf}m r 10050 N.E.2nd Avenue NW r tx <Ctas # tort.W(WiW1 �C # eplacent Miami Shores,FL 33138-0000' Phone: (305)795-2204 _ Fad 01 ,$M PROVED oRmA �= Expiration: 016/2016 Project Address Parcel Number Applicant 9550 NW 1 Avenue 1131010240230 FRANCES CRUPI Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell FRANCES CRUPI 77 NE 100 ST MIAMI SHORES FL 33138-2314 Contractor(s) Phone Cell Phone $ 12,057.00 FLORIDA SOLAR&AIR INC Valuation: (305)428-2555 (786)344-5151 _... _ Total Sq Feet: 00 Type of Work:REPLACEMENT OF 4 WINDOWS WITH IMPAC Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-8-15-56723 DBPR Fee $2.00 08/14/2015 Check#:3038 $50.00 $ 116.80 DCA Fee $2.00 Education Surcharge $2.60 08/20/2015 Check#:1294 $ 116.80 $0.00 Permit Fee $130.00 Scanning Fee $12.00 Technology Fee $10.40 Total: $166.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhe ore,I authorize the above-named contractor to do the work stated. August 20, 2015 Au orized Signatur wner / Applicant / Contractor / Agent Date Building Department Copy August 20,2015 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-241446 Permit Number: WS-8-15-2062 Inspection Date: November 02, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CRUPI, FRANCES Work Classification: Window/Door Replacement Job Address:9550 NW 1 Avenue Miami Shores, FL 33150- Phone Number Parcel Number 1131010240230 Project: <NONE> Contractor: FLORIDA SOLAR&AIR INC Phone: (305)428-2555 Building Department Comments REPLACEMENT OF 4 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 November 02,2015 Page 1 of 1 Miami Shores Village C V TV g EIDD AUG 14 201 Building Department B 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 " Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 206'-jL_A) BUILDING Permit No. '/✓-- PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS:1<'60NyiIS4 Nt, I City: `` Miami Shores n County: Miami Dade Zip: ' 5 U y -3101 - Folio/Parcel#: 1 1 O Z U g50 Is the Building Historically Designated: Yes ° NO Flood Zone:('211I P ) �1 Q I's l��V+� Phone#. � W OWNER•QNamCe(Fee Simple Titl(e�holDder Address: ss W V tl y1 I��L City: C, O I State: Zip: &3 6 o Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: I Vl Vnod ' Y Phone#:Q5 01 / l Z 6 -ZSYJ Address: 012Hlyamay VVI City: rn n 1 I lU Y//��lit State: (( 1 Zip:/�`` Qualifier Name: r 1 Phone#: .7lJS S State Certification or Registration#: 'Sl L 1US L- nCertififate nof/Clompe'tneiNy#: Contact Phone#: _71�L�' Email Address: l ll'C�; 11 I U r 21 (A I I r •C o ry) - DESIGNER:Architect/Engineer: Phone#: 12 Q57 Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee$ • Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ i Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which oc =Eseven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve and a reinspection fee will be charged. C\ Signature , Signature Owner or Age t Contractor The foregoing instrument was ackno edged before me this The foregoing instrument was acknowledged before me thi ]s) day of ,20 ,by C day of ,20 ,by � UYUb4I Ll who is personally known to me or who has produced, ��IIJVwho is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: m Sign: Sign: Pri - � Print: * COMMSS t N O FF I 17 EXPIRES: IBES:May 12,2018 My Com s tt' pidry2B My Commission Expires: edV Not" punaurukWtle,8 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Florida Solar&Air, Inc. F n : F s 10210 Jamaica Dr. Cutler Bay,FL 33189 00 s o �Q, Job Number: Ph:(677)310.0310 Fax:(377)515-0220 flflflfl Y Licenso No. CECO589521 CAC181CA75 Window Replacement Contract Web:sotarandair.com ,,-- Email: cuslomorservlco@solarandalacorn = �J✓i`/ Name' 6SS0 A)W. /.W. love Phone Sol-%G2-S7.r/ %iob ie —23473 Address: City:/y7Qrt?f fLIO'! ST. 7� zip: •331• This contract is made and entered into this/day ofeu If by and between Fiorda Soar 3 Ar.!nc.,a Ftonda corporation('Contractor ci—FSA'),and Owner(s)namedffiovebl he residence locates at the address listed above('Cwfnef) The Work.Contractor agrees to perform the work described below t`,irechans are•' red from the i t Remove existing units to be replaced(NOTE-Rom-wed items are hke:y m br'damage^t :its de.On sluing,tars doors Active 2) Prepare openings as necessary to receive replacement units r-n::Fixed Panels""':er.'"h. On GTsements and+'ngie French door. 3) WINDOWS: Install"i Vinyl Insulated,_Simonton Vinyl Insulated t.e hinge i5!denGfed Rght triage and Leff k nge. On DcuMe-French PGT Aluminum Insulated, PGT Aluminum Novi.Insulated D:c.rs trie used doer is idenl fed, 41 DOORS.Install_PGT Aluminum Insulated,_PGT Aluminum Non-Insulated__e"-1 Impact:(Y) Nondmpact:( )Color White: Tan: Bronze:_ Grey:_ Iriill Finish:_ Grids Double Hun a Single Huna 2=LR Casement P:wrro Window_ Other Yes( ) No Gly_ Or; Gr.Z2_ Gty'— Standard_ City Oty r`D Custom ca ar FI _ va nLTrvE nCTIY m Slldina Glass Door Single French Doors Double French Doors Geomoule AA AF FA FAAF AAF FAA RH( ) LH( ) RH( ) LH( ) Ory_ Oty_ Oty_. Qty_ Oty_ Qty— Gly T Qty Glass: f.. /yy/ /� i �1--v�/ �•�j^'1;q Ga/ INITIALHERE—►�. Warranty: Manufacturer's Warranty sent upon competition. d�G2.[�i/�-t7�� 5) Work NOT to be replaced. e_ 14,-Aollfr _ , � INITIAL HFJL- 6) if applicable,removing N/ �shutter panels,andforr security bad ,u; -1T!AL rt'cRE : 7) Special Instructions: vt��/is�P� �O�.Y�✓ �+�rt� /rte© �,irO�Qv! QS, 8) C!eanup;eb debris and provide necessary permits and insurance. 9) It applicable.in the event that Contractor is unable for whatever reason to obtain proper permits prier to commencement of any we&.,Contractor shall refund any previous payment and this transaction shad be automatically cancelled. (No finish•ffork other than normal installation Is to be done unless noted below.) Additional Work: 6O_Q0 Scheduie Contractor shall commence the work within days after execution of the Contract(the'Commencement Date' and shall endeavor to complete all Work hereunder within y days after the Commencement Date. The TOTAL PRICE for all Labor and Materials(including any applicable discount)is S �4✓� 5J dhQt/� �D lwG �'`p//GGIF.✓ Down Payment Sj�C� 00 `7" --;vL,0 (jpV4041 - 7 Balance Payable S vd�41S7 .00 Contractor will provide to Owner a Final Waiver and Release Lien and Contractor's Final Affidavit to Owmer•substantraey sim.lar to the forms in chapler 713 Florida Statues(2005) Carle one' YE or NO]Ownef elects to apply for Imancinv of the above-statue lump sum amount. if yes,s circied see financing agreement and related document as well as notice on the back of this form bbsc:.ifaneous This cortraci contains the c.nhre contract of the parties It may not be:ganged wally but only ay a s gred.^.hangs order or other wntion amendment The:•carver by any,)any of a breach of any provision of this contract shall not operate ar be construed as a waiver of any subsequent breach by any party IN WITNESS WHEREOF.the Parties hereto have executed this contract,under seat.as of the day and year first above written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction_ See the attached notice of cancellation form for an explanation of this right. Owner. E6_L1-_ C_Lj Cji"P Contactor FSA _ r Home Owners Association qphcT,e_ YES ( ) NO ) 3w 1oing Name __ scmm v-e-�nner Property Search Application-Miami-Dade County Page 1 of 8 6 � A �� I3 9 "£ R e 1 � .. f y'z ry� Address Owner Name Folio SEARCH: 9550 NW 1 AVE Suite Q 1 PROPERTY INFORMATION Folio:11-3101-024-0230 Sub-Division: BONMAR PARK SUB Property Address 9550 NW 1 AVE Miami Shores, FL 33150-1702 Owner FRANCIS A CRUPI PRISCILLA M CRUPI Mailing Address 9950 NW 1 AVE MIAMI SHORES, FL 33150 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 http://www.miamidade.gov/propertysearch/index.html 8/14/2015 Property Search Application- Miami-Dade County Page 3 of 8 Property Record Cards Property Search Help Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice View Taxes ASSESSMENT INFORMATION Year 2015 2014 2013 Land Value $91,704 $76,342 $50,740 Building Value $155,892 $102,378 $102,378 Extra Feature Value $0 $0 $0 Market Value $247,596 $178,720 $153,118 Assessed Value $247,596 $78,020 $76,867 TAXABLE VALUE INFORMATION 2015 2014 2013 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $197,596 $28,020 $26,867 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $222,596 $53,020 $51,867 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $197,596 $28,020 $26,867 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $197,596 $28,020 $26,867 BENEFITS INFORMATION Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $100,700 $76,251 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City, Regional). http://www.miamidade.gov/propertysearch/index.html 8/14/2015 Job Description: Window Replacement 4 Openings Ia.Single Hung 37"x 38-5/8" 75/75 CIT NOA 14-0915.06 Ia. ib. lc. ib.Rectangle Fixed CWindow 73-3/4"x 38-5/8" 58/58 2.Casement Window NOA 14-0731.05 36-3/4"x 50-3/8" 2 Family Room 64.8/64.8 Sc.Single Hung NOA 14-0506.01 37"x 38-5/8" 75/75 NOA 14-0915.06 (2)Tube Mullions 1 x 4 x 38-5/8" 3a.Single Hung 85/85 37"x 62-3/4" NOA 14-1103.09 �V�NO75/75 C A 14-0915.063b.Single Hung A 14 tot 36-3/4"x 62-3/4" 3a. 75/75 •••• NOA 14-0915.06 • • 0000•• 0000•• � Tube Mullion •• • 000.0• •• Z 1x4 x 62-3/4" 000000 •• • 666000 66.1/66.1 Living Room • 0 NOA 14-1103.09 •••••• • • 0 F 0000•• 0000 • • 0 0 .000.0 0000 . 0000. � 4a.Single Hung • • 44"x62-3/4" ••••0• 0000 •000• co 75/75 4a. • • • ❑ NOA 14-0915.06 00 00 0000 •00•:• 7 4b. 000.00 • 0 (n 4b.Rectangle Fixed • 0 0 • 4c. • • :0.0% • •00.0• V U Windowx 62-3/4" • • i 0 0 0•s • • 61.3/61.3 • • • •0000• NOA 14-0731.05 0 0 • " ■ ? •• • S` 2 4c.Single Hung 44"x 62-3/4" U ; 75/75 ❑ Uj d p NOA 14-0915.06 Garage W I Z (2)Tube Mullions F O ❑ U Q 1 x 4 x 62-3/4" E Z W 57.7/57.7 J` d O ® Q NOA 14-1103.09 l_ Q N M cn v) Frank Crupi 9550 NW 1 Ave p Miami Shores,FL 33150 I w 5 :G) n Specialty Endneedng Consultants,Inc. X01µEF4. Wind Velodtes th South Florida a 5 1599 SW 30 Avenue,Suite#20 ,{t. ,y;, Dade BrmvuVelocld palm Beach Boynton Beach,FL 334328 ; _ C, n FL.CA#009217 ,'`, Risk Cat.1 I65 156 I56 I.ow ria-to humans forma aheda 5 `oJ, Risk Cot.2 I75 17U I7U Sin Ic Fomil Rcaidcncca �1 EH \1 RiakCm.3&4 186 18U Ilal Fs+entielFncilitica P'-Q h'�WP-WP 1 Inrstuctions and limitations of use 1 Cherls rovtde wind Pressure" based on the mean roof height And shall not exceed 60'-0'. 2 D n ressures are for an enclosed bulUndin shutters or other Impact resistance protection requir V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1 a 3 User shall detemdne the mean roof height(Ewe he Peak)/ 2. +Root Peak . Ria-category II Table 1.5-1,page 2 4 End zone distance Is the lesaor of 10%of len 10%of width or 40%of the mean roof he M and not teas than T-W C,poawe c Section 26.7 5 If 50%of a component is of a rtieular zone then that component is considered to be In zone wfth the majority of the area.If questionable then lace In Zone 5 Kd o.85 Table 26.6-1,page 250 6 Each contgonent,window,door,mullion has a tributary area that Is area to be used.Area of components to rounded down but shall not be less than 10 at. Kzt1 F'igmc 26.8-1,peg.252 7 For NOA's that require a Kd=1.0 then multi I the values fisted hereln b 1.18. Gcpi 0.18 40.18 0.55 8 Windpressures;are based on Allowable stress design. piwh of roof 3112 14.0 degrees 9 D n ressures listed herein are valid for Expostires B and C and exposure D.max roof height 30 them 14 0 degrees 10 Charts and values Sated herein are only valid when ned dated and sealed by Gary McDou le PE#56214 or Mark LeBlanc,PE#35883 11 Wind d n ressures ere calaleted N accordance with ASCE 7-10 Method 2 12 No reduc0on Is taken for ado teas than 10 d raes. Area of com ,.t Are•ofmm nest Mea of com nem A,-.f- t 11 Area of com t Area of-m-1 I Areaof com 1 Areaofcoranem Area of co t Mcaofco nest Are•of-, rnt Meant 12oof Mud 19.11 of 20,0 sf 25.0 d30.0 sf 35.0 sf 40.0 of 45.0 sf 50.0 sf 55.0 sf 60.0 sf Hai t Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 1 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 -09.8 41.0 -49.0 40.6 48.3 40.2 47.5 -39.8 46.8 -39.4 46.0 -39.0 -45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 -46.6 -39.5 45.8 6 6 3901 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.38 36.3 0 A50 35.98 6 0••• 17 J47 -55.1 43.4 -52.7 -42.9 -51.9 42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 47.2 -0SO • 46.4 -396 45.7 •• 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8• 16.3 6 36.3 • 18 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 •Rif?• -47.0 •-41 1 -46.t••••• 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 •,'"• 37.2 15.7 36.76 • 19 -56.4 -44.4 -54.0 43.9 -53.2 -43.5 -52.4 43.1 -51.5 -42.7 -50.7 -42.2 49.9 -41.8 -49.1 -41.4 48.3 41.0 47.5 40-5 -06.'t••••• 42.6 • 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 • 37.6• •474• 37.1 426 20 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -03.6 -52.1 -43.1 -51.3 -02.7 -50.5 -02.3 -49.7 -41.8 -08.9 •64 4P -08.1• -01.0 -47.2 •. 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 •ice•• 38.0 •vi• 37.50•�••• 21 46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -04.4 -53.5 -44.0 -52.6 43.6 -51.8 -43.1 -51.0 42.7 -50.2 42.3 49.4 411.8 • 48.5 •-41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 3C47 38.4 7.9 37.9 •••• • 22 -47.1 -58.1 45.8 -55.6 45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -04.0 1 -52.3 43.6 -51.5 43.I -50.7 42.7 49.9 •ps}• 49.0 -9I.8 48.2 • 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 3f7 • 38.7• 38J 38.3••0•9 9 23 1 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 -04.9 -53.7 44.4 -52.8 -44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5• eAme 48,7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39• • •••• 1 39.1 38.6 38.6 • •• 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 43.5 -50.8 6413.0 • 49.9 -•2•'i• -09.N • 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3- 39.9 39.9 39.4 39.4 • .9• 38.9 25 -48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -04.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 47.4 -57.6 47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 -47.6 -58.1 47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -04.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 -44.9 -52.4 -44.4 -51.6�� '=4'WCO .-0.7 46.0 46.0 44.6 44.6 44.I 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.I 41.1 40.7 40.7 ° 40.2.',e 40.2 . 29 -49.9 -61.6 -48.5 -59.0 -46.0 -58.1 AZ6 -57.2 -47.1 -56.3 -06.6 -55.5 -46.2 -54.6 -45.7 -53.7 45.2 -52.8 44.8 -52.0 ,e�4Ll°° `-U;I 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40.9 4Q-3 i -°4Q 30 -50.3 -62.1 48.9 -59.4 -48.4 -58.5 47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 -52.3 -44.6 Viag) Tsar` `�z' tv L a� e�c s MIAMMMME A-HAIVII-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) CGI Windows&-Doors,Inc. 10100 NW 25 Street Afiami,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 1123811 Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.1.)".sheets 1, 1.1,2,3,4, 5, 5.1, 6 and 7 of 7,dated 12/04/98,with revision I dated 04/25/14,prepared by Al-Farooq Corporation, signed and seated by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by.the Miami-Dade County Product Control Section. MISSILE INTACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNUNATION 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 wV4re.%0A,shgl4begrovided to the user by the manufacturer or its distributors and shall be availatle for 1sDeltign It lhdj&site at the request of the Building Official. This NOA revises NOA#12-1.2,20,j 1 and evidence pages E-1,E-2 and'E-3,as %2A . 0 00 well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 3MUNTY % NOA No. 14-0506.01 Expiration Date: 0dober26,2018 `I Approval Date: Sune26,2014 Page 1 0 0 0 0 .:.N* o: CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturees die drawings and sections. 2. Drawing No. W98-100, titled "Series 2311 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, 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 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14,signed and sealed by Ramesh C.Patel,P.E. 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 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF-1109.01-12, dated 11/20/12,signed and sealed by Henry ffattem,P.E. (Submitted under previous NOA #12-1220.14) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hullicane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B and I-ITI,-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Subiniffed under NOA #08-1010.02) mitnud-IN. r z,P.B. noo OT Product Coa E Mhler :0: .ror 0 •00 a a NOA -0506.01 0 0 Expiration Date: October 26,2018 Approval Date: June 26,2014 0 0 0 0 %9.: CGI Windows &Do NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowmuw) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No. BETI-Old-2143,HETI-08-2144,HETI-08-4287 and HE,TI-07-4298,dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font,RE (Submitted under NOA #08-1010.02) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. I-ITL-0080-0303-96 and HTL-0080-1107-98, dated. 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Subinitted under NOA-s 9 96-0417.03 and#01-1002.03) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94. 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NON #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 4/24/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel P E. • Product Contro]Cxak nil.,e , ; Expiration Date: October 26,2015 ApprovalDate: June 26,2014. CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE kBMITTED E. MATE RLALL 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. 12-1231.08 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflei and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (hu) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 50 Edition(2014),dated April 11,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014,signed by Manuel Perez,P.E. 3. Laboratory compliance letters for Test Reports No.HTL-0080-0301-07 for specimen A and B and RTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham, P.E. (Subinitted under NOA #08-1010.02) 4. Laboratoiy compliances letters for Test Reports No.HETI-08-2143, RETI-082144,HE,TI-08-4287 and HETI-07-4298,issued by Hurricane Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No.HTL-0080-0303-96 and HT1,0080-1107-98, issued by Hurricane Test Laboratory,Inc., dated 03/06/96 and 11/10/98,both signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA #96-0417.03,and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and YFL-1041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94, both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) G. OTHERS 1. Notice of Acceptance No. 12-1220.14,issued to CGI Windows&Doors, Inc.for their Series 1123811 Outswing Aluminum Casement Window-L.M.I., approved on 03/21/13 and expiring oC*f01:fj1A,: 0 0 6 0 a a 0 0 0 0•0 Mandel Per�, X. 0 Product Control 1�xamfter 000 : : 0 Goo 000 NOA No. 14-o :0 >66.oi Expiration Date. October 26,2014 Approval Bate: June26,2014 ...^":3 : :0: : : 0 :00.: 0% :0 0: *. 0 * :6 0 0 GENERAL WINDOW SECTIONS WINDOW WIDTH B� FLANGE FRAME VENT WIDTH M�V o WW-2" 1 D.L.OPG. z 9g' tW!–Y 8"MAX.IIP. A HEAO/SILI 7 CORNERS ti O a O 2 CAM LOCKS0 �LOCK POINTS ALL SfZES ii mz p a RiQx (7kw O © -SNUBBER !EIMPACT WINMVS ONLY "'z I =X/1 A8A 4�a all II ¢3a SURFACE APPLIED {g J 1 tt t FALSE RUNT NS 7� • _____–_-- c 1 k ❑ OPTIONAL • • • • 1 ---------- e II it 0 u • •• ••• Z FOR GLASS TYPES, •• • • REFER TO G • • • SHEETS 3 AND 4. �' O • • 1 •• • 3 •••••• 8 I 124"MAX.TYP. 0 W •• • • 7 2 • D.L.OPG. 2 1/2° AT HEAD/SILL 1° •••••yam wOTH• • VENT WIDTH 1" TYPICAL ELEVATIQN 4 • • • Dow WIDTH I I WINDOW WIDTH (FLANGE FRAME) o N M�I 1 O M M �TtTERIgI2 I 1 Mlnn POINT LOCK _ A3 0 •• ••• • •• •••••• ' I A MAXIM MULTI POINT LOCK 99-ALRILITH' T.' CAM O LOCKS z "' • • • • §o 1 • • • • I I ALT.TTO CAM LOCKS >ij O 5— • • MAX.5'1DTY. LOCK MAX.VIOLA. LOCK •••• i HEIGHT POINTS HdGHT POINTS 0 I 42" 2 38" 2 ' 83° 3 e 56° 3 I I 8 17 1 Be 4 74° 4 z 3 B4° 5 6 z 2 ooz¢g r��oS�u 7 THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. �d�� INSTRUCTIONS: �a�� USE CHARTS AS FOLLOWS. 1 NOTES: FOR MULLION/MULTIPLE UNITS, REFER TO STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. -All ON WIND VELOCITY. BLDG.HEIGHT,WINO ZONE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ------ USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE(HVHZ). _ SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Engrs`V`CML L� FSODUCT RBVISLe S t t3 STEP 2 R mina odetNiB the Florida q 3 CAPACITY OF DESIRED GLASS 512E/1YPE. LOADS TO THE STRUCTURE. FIA PE d 70.592 Ruminacod. � 3 DAN.36.1 Acc�Ptonce No G •CI USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS STEP 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 7x milon lYute y oX YATH DESLGN RATING MORE THAN DESIGN LOAD SPECIFIED � � $ IN STEP 1 ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 4 NOT PART OF THIS APPROVAL. / .�`� Minmi�Dadc Product Corn drowin no. IF ALUMINUM BUCK SYSTEM 5 USED USE CHART ON i r � � 9 SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. "- ✓ �g$— OQ STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON–METAL.UC AND NON–COMPRESSIBLE. SHALL APPLY M ENTIRE SYSTEM. sheet 9 of 7 . . ... . . . ... QA Y ° V I • • • • �. • • • •.D.z•• O s • • i I •e• o• 00 EXTERIOR WNDOW HEIGHT WINDOW HEIGHT VENT HEIGHT 3/4• z 3/4• VENT HEIGHTVENT O D.L OPG. D.L O.G. O > W o �r y N mAA D W�1n 00 a• N > �n O W z I c II I I I � I I 0 � o s 0 N ?� Y3C1Nr G N Mal M pWINDOW HEIGHT Qg3r � A a u N N� VENT HEIGHT t-7r WH-I 1/2" D.L OPG. _ WH-6 1/2" n ii b u°m 5t� I T1-----R---- �'•8�� o:gym � A / 1I II \ ig �, o w 9 Cpr} my p PC• 41. �� In \' 16" �� 6•MAX. � • Q .y MAX. N JAMS Z y7 r. m CORNERS F•d r d �'� =1�0 17'MAX. (b"- y� SEE SHEET 8 e FOR CAOACITY ? a aot« tz o4-sa revisions: SERIES-238 AWM 0UTSlWNG MWENT WDW.(LM.I.) AL.-F AROOQ CORPORAT oN a eW« a no c e tleson Ion ENGINEERS&PR6DU(T DEVELAPRIENT �. scala t/2"m t v =1.1AmcwNce txs s¢LT CGI WINDOWS & DOORS INC. 1=6&W.67AVE G 12.0&t2 LOCK OPTION AOOO) MLAMI,FLOMDA33174 1 O 10100 N.W. 25TH STREET c T er.br wtmlO x ozaats aEv vv A0e conuerrs MIAMI. FL. 33172 VaL.(905)2646=* FAJL(3M2624978 ehk.ey: ' ��s.t erkwOz TMG sxEz1 TEL. (305)593-6590 FAX.(305)593-6592 COMP-ANL\W98-100CGI I ° 1 1 • • • OWL, s • • o� • • • • • • e •m •• mR m m \ zo • • • • • • ••• •• w o �"i � f2 � 4 � 4 � � •„ � W 115 I 1 I I 1 I 1 t I N O O S W V m W V b W W 1 I — W W N W V 4 Vb O O N — � -�4<<�! W P A A A P A P A 8, Z77 29 y O 9 la � E5p $ � RlI o .'0 Lp^2 KDi v � � O 2 5/8' o N f7 S�OyJ O A Z N S m N 91 o\ rn 2 Z 2 2 iz 2I FF\ N \v \\ N 3 N N v v v O < X X 1 M1.� ,y (/1iy R Nin y y1iry ,y.•, Af9 �y N W 2 14 N eaa m Q v n i N� i F' _ ug- "F a 3 ry m C 27 ltk O W n aacm: tz-oa-9s revisions: SERIES-239 ALUM OUPMG CASEMENT WUW.(LM L) ALF 00Q C062E809A7.90N a op f10 a es0O lon EN GINEERS g&PRODUCr®EVELOPMEN7• 00 f. aealW t/z'-t• F 022,.12 NO 0a=E 7146 SHEET CGI WINDOWS & DOORS INC. 2=5 S.W.87 AVE N ' G 1208.12 LOCK oFnON ADDED o ! m 10100 N.W. 25TH STREET •sLawn FLORIDA 33174 ar,tnn HAMID H oz2a,a REV.PER E T ooSdW MIAMI. FL 33172 To.(305)264,WW FAMX Ci 2=8 978 10 No CEIANGE 7H6 SHEET TEL_(305)583-6580 FAX(305)593-6592 COMP-ANL\V788-t00CGI � 3/16"ANN.CLASS 3/18"HEAT STREWD GLASS 1/8"ANN.CLASS .090'SaBex Clear And Color Glass .090"Satlex Clear And Color Gloss By'Eastman Chemical Co.' By'Eastman Chemical Co. o 090"Interlayer 075'SaRex CP Mth PET Cora 075"Soflex CP With PET Core So ex Clear And Color Glass INTERLAYERS BY`Eastman Chemical Co.' INTERLAYERS BY'Eastman Chemical Co.' m BY'Eastman Chemical Co.' 090•DuPont SenhyGlas 090'DuPont SentryGlae z By'E.1. DuPont De Nemoure&Co.,Inc.' By'E.1. DuPont De Nemours&Co.,Inc! 0 1/8"ANN.GLASS 3/16°ANN.GLASS m 3/16•HEAT STREN'0 GLASS SQUARE BEAD 73 a OPTIONAL SILICONE iv I ALL GLASS TYPES h y ® V GE-1200 SILICONE \ SILICONEif II II DOW 899 II �I GE-1200 II 1 'E-1200 DOW 995 DOW 995 DOW 899 1 �i DOW 899 5/18" NOMINAL 7/16" NOMINAL 7/18" NOMINAL t0 0 W GLASS TYPE '2' GLASS TYPE 'S' GLASS TYPE 18' 3 PERFORMANCE VALUES OF IMPACT RESISTANT MNDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WMORS �i a 01 41 NO SINTERS REONREO NO SW/17ER9 REQUIRED NO SHUTTERS REQOWED j 70 SHIMM 6 MW 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 TM 7 FOR DWTAlATW MAU REFER TO SHEETS 5 TM 7 FOR INSTILLATION DEIAR9 WINDOW)•M8.• SLASS TYPE'2' GLASS TYPE'9' GLA33 TYPH'8' W9NDl)B'DIMS. G[A95 TYPE'8' GLte9 TYPE'S' GL4S.4 TYPB'6' WlND08 D®t8. OLASS TYPB'2' 0LAS9 TYPE'8' CLASS TYPE'8' '4 DI d� • DTH .(+) INC(- +) TNT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) OCT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) • •20' M0.0 194.0 11WO 195.0 110.0 195.0 20" 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 190.0 195.0 110.0 195.0 9 • •• •24' •:•• 0.0 1 .9 19 0 195.0 110.0 195.0 24• 73.4 73.4 110.0 120.0 110.0 920.0 26-1/2' 26• 110.0 195.0 110.0 195.0 110.0 195.0 28• 110.0 IN.8• 11(0 195.0 110.0 995.0 28' 84.2 64.2 910.0 120.0 190.0 120.0 37' 910.0 145.4 910.0 195.0 110.0 195.0 ? a • 30• • 110.0 Ills•WAN— 195.0 110.0 195.0 30' 66" 60.6 60.6 110.0 120.0 110.0 120.0 42" 110.0 128.1 Y10.0 195.0 110.0 196.0 'O •••• •3z' 38•t 110.0 1214 9 7a�0 195.0 110.0 195.0 32' 67.5 57.5 110.0 120.0 1 IDA 120.0 19-1/8• 110.0 180.6 110.0 195.0 110.0 195.0 36' • 107.9 151,9 •110.0 195.0 110.0 195.0 38" - - 60.0 60.0 60.0 60.0 26-1/2' 110.0 137.5 110.0 195.0 110.0 195.0 z O • • • •••• " U • • 40' 97.1 9. 11 0 195.0 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 37° 985 98.5 110.0 184.6 110.0 120D • 0 •42• 42.5 92.✓•• 00.0 120.0 60.0 60.0 20" 86.4 66.4 110.0 195.0 110.0 1204 42' 86.8 88.8 110.0 120.0 110.0 120.0 • •20' • 10.0 1 .0 195.0 110.0 195.0 24" 58.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 110.0 1445 910.0 195.0 110.0 195.0 n •• 0 •24' 110.0 138.8 110.0 195.0 110.0 195.0 28' 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2' 99.7 104.3 110.0 195.0 110.0 195.0 72" 50-5/8" = I • •28' • 110.0 9 .0 195.0 110.0 195.0 30' 4&0 48.0 1tO.0 120.0 110.0 120.0 37' 74.7 74.7 110.0 120.0 110.0 120.0 O •: 0 0 30" •�2�• 110.0 40 6• V� 195.0 110.0 195.0 32' 43.6 43.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120.0 Z J 32• • • %4.1 1 A 110.0 195.0 110.0 120.0 38' - 60.0 60.0 60.0 60.0 19-1/8• 96.7 104.2 110.0 195.0 110.0 195.0 • 36' 92.5 5 11 0 120.0 110.0 120.0 32' 76, - - 60.0 60.0 60.0 60.0 28-1/2' 63' 74.9 77.9 110.0 120.0 110.0 120.0 •• • •bp• ••• 83.3 83.9 1150 120.0 110.0 120.0 3B" - - 60.0 60.0 60.0 60.0 37" 60.0 60.0 110.0 120.0 110.0 120.0 (3 O g 42" • 9.3 79.3 1tO.0 120.0 60.0 60.0 20° 52.0 52.0 110.0 120.0 110.0 120.0 42" - - 60.0 80.0 60.0 60.0 0 20' 110,0 145.7 110.0 t95.0 110.0 195.0 24' 43,8 439 110.0 120.0 110.0 120.0 19-1/8" 63.0 63.0 110.0 196.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 110.0 195.0 28• 78" 3&1 38.1 110.0 120.0 110.0 120.0 26-1/2' 74-1/4' 46.8 46.6 110.0 120.0 110.0 120.0 28' 103.8 104.1 110.0 195.0 110.0 120.0 30" - - 110.0 120.0 60.0 60.0 37' - 59.8 59.8 59.8 59.8 30' 46• 97.1 97.1 110.0 195.0 110.0 120.0 32" - - 60.0 60.0 60.0 60.0 37' 77" - - 56.3 56.3 56.3 56.3 32' 91.9 91.1 110.0 120.0 110.0 120.0 20' 415 41.5 110.0 120.0 110.0 120.0 cc$ 6 38• 80.9 80.9 110.0 120.0 110.0 120.0 24• 34.9 34.9 110.0 120.0 110.0 120.0 rk LIMIT MAX. LOADS TO 171.0 PSF R O 40 72.8 729 110.0 120.0 110.0 120.0 28' 84' - - 110.0 120.0 54.5 54.5 WHEN MULTI POINT LOCK BY'iNETRLOCIC 98 EB IS USED v 42" 69.4 69.4 110.0 120.0 60.0 MO 30° - - 51.2 51.2 51.2 51.2 20' 1109 129.8 110.0 195.0 110.0 195.0 32' - - 48.3 48.3 48.3 48.3 �k�k SIZE 37"X 77"APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 24' 9B.O 107.9 110.0 195.0 110.0 195.0 28° 88.2 92.5 110.0 120.0 110.0 120.0 30• sa• 64.4 86.3 110.0 120.0 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE 32• 80.9 80.9 Rio 120.0 110.0 120.0 BASED ON A$TM E1300-09 (3 SEC. GUSTS) - 36' 719 71.9 120.0 110.0 120.0 AND FLORIDA BUILDING COMMISSION o 40• 649 64.6 120.0 110.0 120.0 DECLARATORY STATEMENT OCA05-DEC-219 42' 6t.7 61.7 120.0 60.0 60.0 Enyr:JAVAD ANMAD PRODUCT REVISED S 20" 98.8 112.6 195.0 110.0 195.0 CML FLA.PE 7 92 c3 complyin8 with tha F( e a 24' 659 95.4 195.0 110.0 120.0 CA,N, adlding Cadee28' 76.7 83.3 120.0 110.0 920.0 7 �lrZGI�J E 30' in 120.0 110.0 120.0 /,,�• abate o 32• �• 520.0 190.0 920.0 "I BY ✓jt�t NOTE: �._. AC1iA�3�� °101 1V1lpll,_�9a,a Product Contro)�1 drowin9 no. 3s` Izo.o 110.0 120.0 LOAD/AREA LIMITS A 11 7-_so.o soo Bo.o FOR +110.0, -120.0 PSF = 16.34 SQ. FT. W98-100bz• 60.0 60.0 BD.o +110.0, -195.0 PSF = 10.00 SO. FT. sheet 3ot 7 1/8'TEMP.GLASS 1/8'TEMP.GLASS AIR SPACE .090'Seftex Clear And Color Class AIR SPACE 090°Soflex Cleor And Color Glass CSD o By'Eastman Chemical Co: By'Eostman Chemical Co: 6®9 1/8'ANN.GIJSS 1/8°TEMP.CUSS 075°Soflex CP With PET Cora .075"Saflex CP YEth PET Cora MITERIAY.RS By'Eastman Chemical Co.' 1NTERIAYERS By'Eastman Chemical Co.' 3 090'DuPont SentryGlas .090°DuPont SentryGlos By'E.I.DuPont De Nembure&Co..Inc.' By'EJ. DuPont Da Nemours&Go., ITIC.' SQUARE BEAD I 1/8"ANN.GLASS 1/8'TEMP.GLASS OPTIONAL SILICONE SILICONE ALL GLASS TYPES Q GE-1200 GE-1200 DIV 995 now 995 ® LL DIY 899 DOV 899 AIR SPACE CONSISTING OF: q ZtTTI�BLOCKS SETTING BLOCKS M AGER AROUND n .. .. ........... UTE THE PERIMETER OF THE CLASS. 3/4" INSULATED OUROMETER 8515 3/4" INSULATED OUROMET'ER 55±5 ®��` GLASS TYPE '2A' GLASS TYPE '3A' 0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS = NO SHUTTERS REOUIREa NO SHunERS REGUNEO NO SHUTTERS REDUIRED (4 REFER TO SHEETS 5 THRU 7 FOR INSTALTAarxl OETAeS REFER TO SHEETS 5 TM 7 FOR INSTALIATM DETAILS REFER TO SHEETS 5 TM 7 FOR IRSTAL1AIRRt DETAILS Tlie WINDOW DIMS. OLASS TYPE'EA' GIA.9S TYPE'3A' WINDOW DOLS. GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'EV GLASS TYPE'SA" Li WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) SIO.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 20' 110.0 194.3 110.0 195.0 20' 86.7 86.7 1104 169.0 19-1/8 110.0 195.0 110.0 195.0 m 24' 11o.0 187.9 110.0 195.0 24' 73.4 73.4 110.0 120.0 28-1/2' 28" 910.0 203.0 110.0 195.0 U 28" 110.0 138.8 110.0 195.0 28" 64.2 64.2 110.0 120.0 37' 110.0 145.4 110.0 195.0 z m 30' 110.0 129.5 110.0 195.0 1. 66' 80.6 60.6 110.0 118.2 42' 110.0 128.1 110.0 P12O.0 38' 110.0 121.4 110.0 195.0 32' 87.5 57.5 110.0 112.2 99-1/8' 110.0 190.6 110.0 36" 107.9 107.9 110.0 195.0 38' 00.0 60.0 - - 26-1/2° 110.0 137.5 110.0 01.E38-3/8'4O' C3 ir • 971 87.1 110.0 120.0 40° 60.0 60.0 - - 37" 9815 984 110.0 42" • • 92.5 110.0 120.0 20" 66.4 66.4 110.0 120.0 42' 88.8 88.8 110.0•20' ••• 110.0 1.6.5 1/0.0 195.0 24' 58.1 56.1 108.3 109.3 19-I/8' 110.0 944.5 190.0 24" 10.0 1 1150 195.0 28° 72° 48.9 48.9 95.3 95.3 26-1/2' 50-5/8° 99.7 104.3 110.0 g O N M 28" 0•0 0 b 010.0 118.9 110.0 195.0 30" 46.0 464 89.8 89.8 37' 74.7 74.7 110.0 120.0 a, • 30' 42' 10.0 1 1.0 11to 195.0 32" 43.6 43.6 85.0 85.0 42' 65.8 85.8 110.0 120.0 n Z Z 4 •• 32" • 104.1 104.1• 1 0 120.0 38' 60.0 60.0 - - 19-1/8' 96.7 104.2 110.0 195.0 �y 0 "9 •• • •J6' •• 92.5 92.5 110.0 120.0 32 76° 60.0 60.0 - - 26-1/2" 63° 74.9 77.9 110.0 120.0 ;p!� (9 O�v 4D° • 83.3 T117.0 120.0 36' 60.0 60.0 - - 37' 60.0 60.0 110.0 117.0 y (51-50 •• •42" •••• 79.3 906• •1•.0 120.0 20' 52.0 52 0 101.3 101.3 42 60.0 80.0 • • •20' 4110.0 14.7 10.0 195.0 24' 43.8 434 85.4 85.4 19-1/8' 63.0 63.0 110.0 120.0 • •24' •••• •10.0 1E1.4 116.0 195.0 28' 78" 38.1 38.1 74.3 74.3 26-1/2° 74-1/4' 46.6 46.6 909 90.9 •• • • 28' • 104.1 JOTIO 1110.0 120.0 1 32' 60.0 60.0 - - 37' 59.8 59.8 - - o • •30' 48 97.1 SWO ��.0 120.0 20' 413 413 80.8 804 37' 77' 58.3 66.3 - - ?a$ •• • • 32' • of 91.1 1.10 110.0 120.0 24' 34.9 34.9 68.0 68.0 • _ _ :k LIMIT MAX. LOADS TO 171.0 PSF g o 36' • • •80.9 80.9 1 0.0 920.0 28' 84' 375 545 gg • 40' • • 72.8 92.8 PHO.0 120.0 30' 51.2 51.2 - _ IS EN USED POINT LOCK 8Y'INETRLOCK' •• • • 42' ••• 89.4 6 4 1 .0 1204 32' 48.3 48.3 20' ••• •110.0 1294 110.0 195.0 �k tic SIZE 37'X 77°APPLICABLE To rLANGE FRAMES ONLY 24' 98.0 107.9 110.0 195.0 SEE SHEET t 28' 92.5 92.5 1 110.0 120.0 NOTE: C GLASS CAPACITIES ON THIS SHEET ARE a o o 30' 84.4 P71.9 110.0 120.0 sa" BASED ON ASTM E1300-09 (3 SEC. GUSTS) > 32' 80.9 110.0 1204 AND FLORIDA BUILDING COMMISSION ° 38" 71.9 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 40' 64.8 110.0 120.42" 61.7 110.0 1204 Engr:JAVA AAHMAD PRODUCT'REVISED20° 98.8 110.0 195.0 CIVIL m complying 111th the FloridaFIA PE/70592 Buildins Code 24' 85.8 110.0 120.0 CA.N. Acceptance No rpata� d^d x 28' 76.7 63.3 110.0 120.0 NOTE: F.xa Dat ` � v 8 5 30" 73.2 A 110.0L.0 LOAD/AREA LIMITS 7 60' BY Mi 3z' 70.2 no.a .0 FOR +110.0, -120.0 PSF = 16.3a SQ. FT. Edi DadeProduclCamrol'f drawing no. 38' 84.8 vo.o .o +110.0, -195.0 PSF = 10.00 40' 80.0 - L' 98-1042' 604 - APR Sheet Q.Of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SFE SHEET 6 p TYPICAL ANCHORS I SEE EL%FOR SPACING rn SEE SHEET 6 FOR DESCRIPTION z j TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING /-SEE ELEV.FOR SPACING 4� J SEE SHEET 6 FOR DESCRIPTIONSEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES d 1/8'THK MIN. ®G o U SEALANT I I SEALANT ®9L Q • .: .q .'a.Z' :. a \iii 2 1/E' L2-'I�/l a2 I/8'S' MIN. NMIN. 1'IdIh. > 2g a£:2-1/2'MIN. MIN. i I I 1 0 INSTALLATION TYPE '9WOOD BUCK TYPE '9LATIGN IYEE Y WOOD BUCK TYPE '2' MATERIA{,:PRESSURE TREATEDMA" TERIAL: PRESSURE TREATED s � TYPICAL INSTALLATION DETAIL rTMAL INSTALLATION DETAIL ATTACHMENT TO 3 z ON ALL FOUR SIDES/USI_NG WOOD ON ALL FOUR SIDESJUSING WOAD IAEfAI_ STRUCTURES o N 0 t/8'MIN. 0 • •••• TYPICAL ANCHORS TYPICAL ANCHORS � °- • • ••• • SEE ate•FOR SPACING SEE ELEV.FOR SPACING -, 4 TYPICAL ANCHORS • SEFSSYEET 6 FOR DESCRIPTION SEE SHEET G FOR DESCRIPTION J SEE ELEV.FOR SPACING h •• ••• • • • I f-r-'l 1 SEE SHEET 6 FOR DESCRIPTION o to r m • • • • I I r 1 I N M`� • 1 -3/8- I I 11 Q M M • SEALANT SEALANT I I 1 Z IJi... • o 11 11 •• ••• •• •• • II i I O • ••• • •• •••t $ it • ••• • •i IL__—'1 •• ••• ..Q• X411•• I_ 27/8' I r •.a• ad 2 t{a' • • °O.• a •••'•••• •• 000 n BUCK•INSTALIATION BY OTHERS a BUCK IN BY OTHERS • • ••• •••••• ATTACHMENT TO o€ • t'M N. • •• 1'MIN' APPROVED MULLIONS 004••• yjL$?A M?I N TYPE '6? • WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' z A a° 6990 MATERIAL•PRESSURE TREATED MATERIAL:PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATI(N±I DETAIL k CON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES&SING WOO 0 ALUM CHANNEL m 3/4'X 1'X 3/4'X 1/8' Engr.JAVAD AHHAAHIA PaODUCT REVISTiD 'e 2-1/2'LONG CML as wm I AT ANCHOR LOCATIONS FLA.PE B 70542 Dul1dingCode��lheP4oYlda a CAN.3538 A=p1m cNo b' 3 1 , 1^-girmion Dateg � � b $ as } o WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN r / A4i209�Y Dr e 'DadaProduet drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION t -' wm—1 00 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP :' sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDESI fj FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o_ TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL TYPICAL ANCHORS TYPICAL ANCHORS n. � IL SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING 8 THK�MIN. ® u SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION f� I f gig° a.Z'- e d a 2 f/8° 2 1/B" `Y. v' v :"$. :vv .- MIN o '7•.IAPy a -1"MIN —� 2-I/2°MIN. 2-1/2"MIK INSTALLATION TYPE °9° WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' (f ,htgTFJ21,AI,.•PRESSURE TREATED ,MATE PRESSURE TREATED TYPICAL INSTALLATION DETAIL 'YPIC—AL INSTALLATION OF-TAI ATTACHMENT TA 5w ON ALL FOUR_SIDES/USING WOOD ON ALL FOUR SIDES/USING W000 METAL STRUCTURES w - ®fr • • • • • ••• • 1/B'MIN. F, •• ••• : 0000 VJ n)�um, • • TYPICAL ANCHORS 30 N� • •••••• TYPICAL ANCHORS TYPICAL.ANCHORS _ _ SEE ELEV.FOR SPACING O M e� SEE SHEET 6 FOR DESCRIPTION 0 3 n •• 000 • • SEE ELS'.FOR SPACING SEE ELEV.FOR SPACING • I • SRE sit 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION It It in 0009•• •• •0• ••• i •• •• 73/g• 1 II II E70v • • I 04 000 0000 II 1+ • • • ii it 'x •• •9• o � • '•..• • -a.. 2 7/B' • .,a- N Y( Y( :oo.• ••° < •.'<a•• o v ° ° MIN. ATTACHMENT TO b 0• 0 0 0 goo-•c BWC INSTg1AT10N BY OTHERS v BUCK INSTALLATION BY OTHERS m$z c <'• • APPROVED MULLIONS •1•!lIN. 1"MIN. c v�m� p INSTALLATION TYPE '3WOOD BUCK TYPE '3' INSTALLATION TYPE '4° WODD BUCK TYPE '4' o g M1ER AlI PRESSURE TREATED1h ATERI�:PRESSURE TREATED c O TYPICAL INSTALLATION DETAI TYPICAL INSTALLATIONm ON ALL FOUR SIDEVUSING WOOD ON ALL FOUR SIDE$,(USING WOOD Eagn 1AWD AHMAD a ° C+dfL PRODUrTMVLSBD q FIA PE S 70592 as complying with the Florida ,. CAN.'J 38 Building Code 6 }` Acceptanoc No 06.01 3 Q 201 H,iWloaMw WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN i By drawing no. / Mian ado Producl ConW LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER l� (+' v/ 4V98-100 THEM TO THE BUILDING STRUCTURE. L sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORSa REFER TO SHEET S FOR DETAILS REFER TO SHEET 5 FOR OETAOS REFER TO SHEET b FOR DETAILS I ANCHORS W/0 SHEAR CIDP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLAP WINDOW DIMS. AT l7'O.C. AT LO'O.C. AT 17.O.C. AT 10"O.C. WINDOW DINS. AT 17"O.C. AT 10"O.C. AT 17'O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. AT 17'O.C. AT 10"O.C. WIDTH HEIGHT EXT.(+)/IM.(-)EXT.(+)/IM.(-)EXL(+)/INA(-)EXT.(+)/94T.(-) 780TH HEIGHT EXT.(+)/wr.(-)EXT.(+)/Kr.(-)EXT.(+)/IN.(-)EXL(+)/INT.(-) WIDTH HEIGHT EXT.(+)/IM.(-)EXT.(+)/IM.(-)EXP.(+)/MT.(-)EXQ+)/WL(-) t ZO' 195.0 _ 195.0 154.8 195.0 32' 76" 133.2 195.0 76.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 (4 24' 195.0 195.0 129.0 172.0 36• 118.4 189.5 67.9 108.8 26-1/2' 26• 195.0 195.0 107.8 161.8 28' 192.9 195.0 110.6 147.4 20• 195.0 195.0 119.1 1905 37' 195.0 195.0 77.2 115.9 ® 5p p 30• J8, 180.0 195.0 1032 137.6 24• 173.1 195.0 992 158.8 19-f/8' 195.0 195.0 151.9 195.0 (: v 3Y 168.8 195.0 96.8 129.0 28• 78' 148.4 195.0 85.1 136.1 26-1/2' 38-3/e" 191.2 195.0 109.6 146.1 38• 150.0 19&O 86.0 114.7 30" 136.5 195.0 79.4 127.0 37' 1 138.9 182.6 785 1 104.7 �j n 46' 135.0 180.0 77.4 103.2 r84!' 129.8 195.0 74.4 118.1 18-1/8' 1930 995.0 153.5 191.8 p 42' 128.6 171.4 73.7 99.3 185.0 19&0 132.7 195.0 26-1/2' 50-5/8' 183.2 19&O 110.8 138.5 20" 195.0 195.0 132.7 176.9 195.0 195.0 110.6 165.9 37' 138.4 173.0 79.3 99.2 ®4P24' 192.8 195.0 110.6 147.4 165.3 195.0 941 142.2 19-1/8• 195.0 195.0 123.3 195.0 928' 165.3 195.0 94.8 126.4 tb4.3 195,0 88.5 132.7 26-1/2' 155.3 195.0 89.0 155.8 30' 42, 154.3 195.0 88.5 117.9 37' 111.2 194.6 63.8 111.6 1 32• 144.6 192.9 82.9 110.6 42' 98.0 171.4 1 $6.2 98.3 36' 128.6 171.4 73.7 98.3 19-1/8" 1930 195.0 130.8 195.0 40• 1137 154.3 66.3 68.5 26-1/2• 74-1/4• 164.7 195.0 94.4 151.1 42" 1102 146.9 63.2 84.2 37• 117.9 188.6 67.6 IC&I 20' 195.0 195.0 154.6 193.5 `j m 24' 195.0 195.0 120.0 161.3 Z 28' 1929 185.0 110.6 13&2 30° 180.0 195.0 103.2 129.0 32• 168.6 195.0 98.8 120.8 TYPICAL ANCHORS: SEE ELEY.FOR SPACING 0 L 07.5 38' • 150.0 167.5 88.0 96.8 1/4" DIA. KWIK-CON II BY 'HILTI' FO-163 KSI,F 157 KSI) z 40• • 1 .D 166.0 n.a se.e ( w • •• •128.8 • 1604• 73.7 92.1 1 ! DL4 ULTRACON BY °ELCO° (Fu-177 KSI,Fy 155 161) 0• 24 I .0 0 146.0 • 137.6 195.0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 24• •• ••1116.0 185.0 114.7 172.0 ® •• •• • 1-1/2" MIN. PENETRATION INTO WOOD ®3 m • 28 11.4 • 195.0 • 98.3 147.4 Z Z 3a' _ 160.0 • 91.7 137.6 THRU 1 BY BUCKS INTO CONC. OR MASONRY o • 54 t .0 195.0 86.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o •• ••ti 36• • 133.3 -19"p. 76.4 114.7 DIRECTLY INTO CONIC. OR MASONRY U 006 •4t 004 • 120.0 ••1.OD41• 661 103.2 1 I 1-1/4- MIN. EMBED INTO CONC. OR MASONRY o • • I W42 1 I4 65.5 983 •• ••165.0 • 195.0 • 123.6 185.8 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CIS) i• •'' • %0.0 9 mebo 103.2 154.8 I INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") • A, 0 154.3 ••164ft• 685 1323 INTO METAL STRUCTURES I z •• •to' •• 144.0 195.0 62.6 123.8 STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) .I • 6 ANCHORS.W/D SHEAR CLIP ANCHORS WITH SHEAR CLIP 0 3a' s • •15.0 195.0 77.4 116.1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • 36' • 120.0 • 16Sd 681 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o •• •�• •• •108.0 •162.0 61.9 92.9 v 42' • 1029 1543 59.0 885 TYPICAL EDGE DISTANCE $ 20' 195.0 195.0 140.7 195. INTO CONCRETE AND MASONRY = 2-1/2" MIN. 24' 195.0 195.0 117.3 1642 INTO WOOD STRUCTURE - 1" MIN. n m= ^ INTO METAL STRUCTURE = 3/4" MIN. 0 0 N 28' 175.3 195.0 t OD5 140.7 JO' 66° 163.6 195.0 931 131.3 1 CONCRETE AT HEAD, SRS.OR JAMffS f'c - 3000 PSI MIN. - 32' 153.4 19&0 88.0 123.1 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. o 36• 136.4 1909 78.2 1098 m :- 40' 1 1 122.7 171.8 70.4 98.5 En n. 0VAO/.f M PRODUCTRRVISED 20• 195.0 195.0 129.0 180.6 CML 03 wmplyMg lvith 1110 Florida n 24' 1875 185.0 1078 160.5 CAN.PE B 70682 0 (ding Code Accptance No .121 o 28' 72' 160.7 195.0 92.1 129.0 3538 L'rpimlton Date fbib 3p' 150.0 1830 86.0 120.4 i ' $ $ 32" 740.8 195.0 80.8 112.9 Y � (ltl2 O 38' .0 71.7 � IvRaaDade Product COnItO}", dPOwiMJ n0. 125.0 175 100.3 W98-100 sheet 6 of 7 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK �p INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES gY USE LOWER APPLICABLE VALUES. 1 ro WINDOW D1EL4. AINDOR DIMS. WINDOW DIMS. � WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INF.(-) WIDTH HEIGHT EXr.(+) IW.(-) 20' 110.0 995.0 20• 105.8 120.0 19-1/8' 1104 195.0 �e gg zd 24' 110.0 195.0 24° 90.9 120.0 28-1/2" 110.0 195.0 211" 110.0 186.5 28' 80.5 110.3 J7' 26• 110.0 184.2 $LI O U 30' 110.0 162.4 30' 76' 76.3 104.7 1 42' 110.0 152.4 1Q, 32' 36" 110.0 179.5 32" 60.0 60.0 19-1/8" 110.0 195.0 �.°® a 38" 110.0 177.3 36' 60.0 60.0 26-1/2" 110.0 172.6 O n 38-3/8• 40' 105.8 148.1 20' 102.7 120.0 37' 110.0 966.3 42' 97.0 120.0 24' 88.2 920.0 42' 1 95.7 120.0 20' 110.0 179.5 28• 78' 77.9 120.0 19-1/a' 110.0 195.0 ®4I'No: 24• 110.0 166.8 30• 73.9 TOt.3 26-1/2• '_'/e 110.0 154.7 28' 106.9 146.8 32• 60.0 60.0 37" / 94.0 120.0 I I tl) 30' 103.5 141.9 20' 110.0 120.0 4Y 89.8 120.0 1 I W 42' 1 1 32' 100.7 1311.1 24' 97.0 120.0 19-1/8• 109.3 149.9 38' 97.0 120.0 28' 84' 855 1117.3 26-1/2• 63' 84.8 116.2 1 40' 95.2 120.0 30' 80.0 60.0 37° 67.9 93.9 1 X14 SMS 42' 1 95.0 1 120.0 1 32' 1 1 60.0 1 60.0 42° 60.0 60.0 AT 8'FROM ENDS I J 20' 110.0 185.0 79-1/8° 110.0 1b4.8 K24"O.C.MAX.AT HF1+D/SILL z 24' 110.0 177.3 26-1/2' 74-1/4' 86.4 118.5 n�nj ,II,- ,�-�vf - 28' 110.0 160.9 37' 60.0 60.0 L�JVLJ 0 WVU o- ATae FROM ENDS 30" 110.0 154.8 19-1/8' 109.9 120.0 Y7`O.C.MAX.AT JAMBS ®tj 48' rn 24'O.C. MAX.AT HEAO/SILL 32' 109.1 120.0 28-1/2' 76" 84.0 1132 _ 38" • $0&5 920.0 37" 604 60.0 • 401"q • .b• 120.0 79-1/8' 108.3 120.0 x fV o •4$� 95.0 120.0 •••• 26-1/z' 77• 82.7 113.4 \N \y So (j?04 m •• 110.5 174.1 • sl' 604 60.0 = O M M • 0•me • 110.6 152.0 • � ®`'-` oo+i 28' 999 120.09 • • O 3D' 95.5 120.0 •••• e• 4.44 .. •°•. a e p •• •12• • •9R.! 120.0 • •• _ '4 a e `•.' V o • ••6i •• •86.2 118 e •e,I n TYPICAL ANCHORS TYPE'A'OR'0' TYPICAL ANCHORS TYPE'C' 0000 • • c AT 6'FROM ENDS AND AT 8•FROM ENDS AND O • •�O� 82.2 112.7 ••• 2 1/2°MIN. 17'O.C. MAX.AT JAMBS 17°O.C.MAX.AT JAMBS 42" 110. • COGE OISL 17.O.C.MAX.AT HEAD/SRL 1'LAIN. 24'O.C.MAX.AT HEAD/SILL •• •it • 1100 153.2 ••• r • 24 97.0 133. •••• INSTALLATION -TYPE 'S' INSTALLATION TYPE '6° Ftnl 2e 669 119.6 • TYPICAL ANCHORS: SEC ELEV.FOR SPACING g •• •••30" • 2,0 •••• 29Y WOOD BUCK OR WOOD STRUCTURES c • 32" �• ••9.4 108.6 •�- 9/4" DIA KWIK-CON If BY °HILTI'(FU-163 KSI,Fy=157 KSI) TYPICAL INSTALLATION DETAIL •• 1••Ti • 3.9 tm.1 • • DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIE /USING ALUMINUM BUCK SYSTEM 0 40" • 600 60.0 • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42' •• .0 80.0 B - 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI,FY-155 KSI) 20' 110.0 171.0 �0�� 2a• to7.e 120.o DIRECTLY INTO CONC. OR FILLED BLOCK 2500 say H cN g H 28' 95.9 120.0 1-1/4" MIN. EMBED INTO CONCRETE 845 .065 s v 8 E 30" 66' 91.3 tzo.o 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS offs 5sz m 0. 0 32' 87.3 919.7 C - #14 SMS (GRADE 2 CRS) .562 1.125 y 36• 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J- � Eng,JAVV AHlAO PRODUCFRBVISBD i W 40' 60.0 60.0 1.436 CML m complying with Ih4 Plorlda q 1-1/2° MIN. PENETRATION INTO WOOD 20' 910.0 9545 .125 .903 CIN B67�592 Building Code ptmcc 24• 97.0 d1122.0 TYPICAL EDGE DISTANCE $ Aprelien Date • 28' 86.0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER 30' 72" 61.7 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6aj edePmductCo a1 drn�ri32' 77.9 ,��L�yy1�qq t1 qg -✓ 9CONCRETE AT HEAD, SIU.OR JAMBS f°0 s 3000 PSI MIN. 'EU"PS 3 O o6YL- W98-1 OO36' eo.o C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. , j sh6et 7 OI 7 MIAMI- DE MIANNII-DADE COUNTY o PRODUCT CONT90L SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE tDNA NISTRATION DrVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) )y%"y.miamidade&oy1econom1, CGI Windows&Doors 10100 NW 25b Street Miami,FL 33172 SCOPE: This NDA 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 Scotion 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" Unclipped,Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.M10-01,titled"Series Sentinel Unclipped Alum.Mullions", sheets I 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 Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section, MISSILE IMPACT RATING:Large and Small missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NDA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAUNATION of this NDA will occur after the expiration date or if there has been a revision or change hi 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 sh�ll be Crovided to the user by the manufacturer or its distributors and shall be available for inspection:;t the*j*q'b s-Ltt'af'11w*PeceKiod of the Building Official. This NOA revises and renews NOA# 11-1031.07sancrCor:sitts:)flthtr:age I and evidence pages E-1 and E-2,as well as approval document mentioned agive. The submitted documentation was reviewed by Manuel Perez,P.E. *so : . :-: : 9 0 0 NOA No. 14-1103.09 PADE COU ix0 P46ation Date: September 22,2020 Approval Date: March 05,2015 Page I Soo 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 I 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)Ah Infiltration Test,per FEC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FEC TAS 202-94 3)Water Resistance Test,per FEC,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. (Stibinitted tinder NOA No.11-0330.22) 2. Test reports on: 1)Air Infiltration Test,per FEC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FEC TAS 202-94 3) Water Resistance Test,per FEC,TAS 202-94 4)Large Missile Impact Test per FEC,TAS 201-94 5)Cyclic Wind Pressure Loading per FEC,TAS 203-94 along with marked-tip drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-0301-10,dated 03/30/10, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-010.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FRC-5th Edition (2014),dated 09/23/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. MR fuel Pp P.E. Product 0. B- 6iner NOA No. 4-1103.09 %xpi?adon Date: September 22,2020 Approval Date: March 05,2015 00 00 0 0 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FEC-5th Edition(2014),and of no financial 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. RTL-0080-0303-11,issued by Hurricane Test Laboratory, LLC,dated March 24,2011,signed and sealed by Viou J. Abraham,P.E. (Subinified under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0090-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 30,2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA o. 10-0510.14) 4. Proposal No. 09-1942 issued by ECC®, dated November 05,2009, signed by Manuel Perez, P.E. (SubtidUed 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 09/22/15. 00 000 00 0 0 Manuel Pee*, .E. 0 0• 0 Product Control tx 01ner _ NOA No.14-1103.09 Vpi;wrlon Date. September 22,2020 Approval Date: March 05,2015 SEC 2 V: O y� O --{ 1.000 ,.000 r ®0 Tom � � ®F P �O 4.000 � a $ 3.000 ®� 2.900 #GG# .125 TYP. .125 TVP. L .125= O m 1 X 2-1/2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE 6063—T6 6063—TO 6063—T0 N � Jv . . .. (3n!:�� see: n SEAES SENT"E tINCLIPM4D ALRIMINUM MULLIONS i� • •1F,I�DOW FRAIME MEMBER INCLUDED IN PROPERTIES uuEI • THESE MULLIONS TO BE USLR>OW"• w o 0 • •"9IES 11 S�lly{��-. FIXED 1ypt�DO�! U SERIES 110 SENTINEL SINGLJ IiTJW o INDOW o •'09ERIES 120-11"INEL HORIZ•6WIN Ki WINDOW • j1L2 WINDOWS IMPA T AND LOAD•R•ATINGS SEE CO RE SPOF1Wj�•t1'S. • • OWER DESIGN PRESSURE FR"16 W60W APPROVALS • In MULLION C&TS WILL APPLY TO ENTIRE SYSTEM. •i 'PtO�ES: �•••• •••••• c� • THIS PRODUCT HRS Emi!DESIGNED'AND**ED TO COMPLY WITH THE $ •• gqyyIREMENTS OF ORIDA BUIUlNG CODE INCLUDING HIGH VELOCITY �RRICANE Z01� �� ALL GLAZING PROMMS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E.WIND LOAD,WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. o o n ry WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SRMTURE. INSTRUCTIONS: g a m ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT USE CHARTS AS FOLLONS. TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). o ST ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS EP j, DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 E ja,IAVAD AHMpp PRODUCTREYISED N ARE NOT PART OF THIS APPROVAL FOR PARTICULAR OPENING. CML m complying with 010 Florida Y A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED N DESIGN OF STEP . USE CONNECTION OF WINDOWS TO MULLION AS PER ' ' H�rilding CoN g ANCHORS INTO WOOD ONLY. PRODUCT APPROVAL. Acca�mo6uclCuk�4, NI�•11o3 09�p -V ;s Ex iUSING CHARTS ON SHEETS 3 THRU5 SELECT MULLION TYPE _MATERIALS INCLUDING BUT NOT UNITED TOSTEL/ ALSCREWS,THAT COME INTO STEP 3 AND ANCHOR QUANTITIES WffH DESIGN RATING MORE 7N/dd - $ CONTACT WITH OTHER DISSQdIIAR MATERIALS SFWLL MEET THE REQUIREMENTS THE OESIt I LOA1y SPECIFlED LN STEP 1 ABOVE. 1 5 201 YY OF THE FLORIDA BLDG.CODE. adrawing no. STEP 4 CAPACITY OF SELECTED CGPS WINDOWS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. �i M10-01 THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT sheet 1 of 7 •• •. • . . 06 as • • MUWON • MULLION SPAN u . 2 1/2" 3° 4" y 2 1/2° S" 41 • • • • ••• 00 tv y �J as 00 • • • • • • • • • • \ • m ��\ y_ A � N a t41 o«TTii � � C MULLION SPAN MULLION SPAN m 2 1/2" z 2 1/2"iu 111,111 �7 y O O - x gpH Q A �e--�MUWON SPAN MUWON SPAN 21/2- J° eM10 rn $ II� o �J x c m � A-1 fTl z A �m .m Z z W c) 6 I''e�nNam Z pN C •F v v y US I" x fi a ems« oa-a2_,o revisions: SM SERNQ UNCUPPEO ALUM MUWONS AL.-FAROO$CORPORATION a no ate by I clesonution EMGMEMS&PRODUCT DEWSLOPM04T a scoa 172°o t" A ,0.,o.n No cNu+Oe xs sNgr CGI WINDOWS. & DOORS 1=5 S.W.87 AVE a s 0s.2s.,a No a aNce n+s sHEcr 10100 N.W. 25TH STREET ed+ UMI,FLORIDA 33:L74 I dr.ty 0 02.25.1No rxaNOe n s sNtEr MIAMI. FL. 33172 TEL.(3W 25448100 FAX CWM 2626970 TEL(303)593-6590 FAX.(309)893-6592 MULLI0N\M10-01CGI ° .. .. . . . .. . h^-wi '1 W2 i •° I o!, � m 40, O v i 20 0 • • x Z $ ••�rnae§• N N yNa ay N yAyffi .w S P. p w Rn p p p N Z m m o ;.-rro N 1 ` ^N x MCa vJ yy p� W m MULL10N SPAN PO� m J J x +TJ II �T bp• m ro W i•• t„ — iv v i+ v m o 0 o b o b to a N \\�� i..•�`p1 y b • En o )) R w ww q q VR f :-. mmbm mbmoq0omb e• vo= ig g N � mY3 � � laS% � JkkS � >39pp" °u° ppffipffipo p •{ o. c o b N A N m N :t� A b to aA m G to b �n iffiffi $ offix� o� b+ 2n 5o to in bb bb bb b b b b b b b a °jJ o c o T ffippmwpSbffibC oC =° p $ ppp & pppppppffix EO z N O O O A m 0 :. p V m 0 0 0 0 0 0 0 0 0 0 0 0 G A CFT. m W1 W2 N i; A r S a O�O?:O e v O A O d A N � S e m NPPPpo opoc NF b to o m o 0 0 0 0 0 0 0 I � � o O M 0 vMuwoNSPANZ pm mknNo 13 p p ffi p $ ffi p x " m w ( in r o iv bo L bN o v m w o w o m b o o b o o b o G Qi pq py z E $a a" ffi .4 -0 wSwYSwAAv `� pf. � p � Zlffipffi $ 83 b' 90 bw5iaosmtb� mbfab+ Lmo � mw � oinbmbbobb000AZ N oy aa p p q V V�N my� q m p Qp p p JF SoA F 1 io io m m mP a :- m 7o V iu em is L+ bo io v o b b b b b b o b o Z Z r$sx'ig typffippppSpx g be+ LNw �n in to ?r bLJ ALDvsbbbb b b b o bo00obow O mxNN� $ w � � .,�r wi .+ bmlcQpm m 0 0 m o p o 1° opo p pp ,e`� p p pp px� Qe bm 'a b a b v w o b o 0 rA.. � g �•" wwm SV N ST/ 514 x rn ewe c t� 9 goSa� � 5� o m O tD ? w S ? m m Data 04-M-10reviswna: SERIES SFNTINO-UNCUPM ALUM MUWONS AL-FAROOQ CORPORA-noN a m c no a e escn on ENOIPBEERS 8s PRODUCT DEVCWPMFN7 g Vr_�. A +0.,001 No CHANCE nus SKW 001 iRfINDOWS d,: DOORS +236 S.W.87 AVE e 05.25.+0 No CHANGE 10100 N.W. 25TH STREET M AM.FLOMDA33174 I oz29 No CHANGE TNs 941" MIAMI, FL. 33172 '�-C3W264-9100 FVL(�1ae2-6s7 v ® a d q TMs..(305)593-6599 FAX.(345)593-6592 MULLION\M10-01CGI • • ••• • • • ••• • i i0 m •• m Y• ffi oI a m+ 2 a aro c W7 cp 1 a 4 1 G • 1 4 I I A U I 1 1 G I �.=EZO N m N 0� W W IVe W m N W W N m ly Z� O � romg� m m v I \ • W,• • �: • • • m 00 0 9 •o ,� • • • p XF � g • 4 • �••wi Wq� � � � � q.p wq,Fy� $ = Pnub .° � NPwP°n000 " m � � _�.1• m b �T W N W + •C G N b + N �1 V N J + W O b 0 0 0 G 1 � � �O ZC)N Wp {p m m MILLIONSPAN • W V & • Jia N W V N O 2A N O O O X Z 88 II • .. 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(305)593-8592 MULLION M10-01CC1 e s • • ••• • • • ••• (t1t�l • N `I .la W • • V• • • • I • • W \ 3 m w � i N =!g C N • • • 2 • •• U" O \� • • • • •• •• 4taii (�.�l pp • aa• • •A • ee�� • ��..11 ��pp N (5��1 N aOAWN � NAO eW NOS NA OAC�N W �0 � • �W OP "�ni �oW OAO�NN � OAmN �� pp�� pp�� pp�1 ��pp tepp pp qq qq W qQ qq H- a p $�W ?oO Wt0 A Oo0om S C O FAO C O G C 0 0 0 0 N m a b •• • • • F''11 to Z yy qq Wep Wrp b�p Dp ((r• mW• • • .• mm �eOD WW .�pp ��pp pp y '4� G1 X W fA 01 A V W W N O O O p Q 0 0 0 0 0 0 fo A o O O ll p Q IA W ? m O O O O O O O O Q m pp X X.1 •'• cJ' b p�D ip W ro b b O O O O b G O O b W b Eb OD OI :• O b O b O O O O 4 IL b CI O O C b b O b ttpp ��pp ..pp rcrc�� ((99 mm YYii rrpp ��pp WW pp qq yy ttpp yy ��pp � I N m N V }n O O O O O O O O o 0 p 0 0 0 0 0 A m W Q O 0 0 0 0 o O p O g 0 0 0 0 0 o 0 0 0 0 0 0 0 X N O N O b P. 0 0 b b O 0 0 0 C C O O G O A A O b G 0 0 0 0 0 0 0 0 41 O G b O O O O O O G C C G G m�m 1p�pI (rn�{ A 1.1 r m m m m m m m m m $ m m o o o 0 p �4 0 0 g of o D O 0 o X E 0 0 0 o p o o a p p o 0 0 0 0 0 o S p a o 0 0 0 o p P o P P o 0 0 0 o b b o b b b o o b b b b o o b o o o b o o b b b b o 0 0 0 0 o b o 0 0 0 0 o b o 0 0 0 o b o o A m o z m � � c R pl � p OI N O A • • • • Q$ ppf� • s ��•11 yy gy�pp• ((pp • • pe• A�ppo • • • g N V m N fi T W A Cf A 0 o b b b b b b b I in b+ cl iwHdilb � rF.lbbbobbbbbb ro Isn p ..pp (Dp1 OH ppooOoo X Xb b b o b a u� t F�e�t N 11to io be b r h � opo b b b bs b o b oo � `� � ,`� o p o0 o o x� 'N H Zn A b o 0 o b o 0 0 rgl O r - ! oo b bs oo b olb b b 1� LI o o b b b b b b b b b b o b b o z WINDOW HT. TRANSOM Hf. 1 1 y EXTERIOR \\\ \\\ lael N dda' • � �� a �t .�c 7s (� ly�• / Jan"; a^30 m a N A , _tD revisions: SERIES SEMINEL UNCLIPPED ALUM MUWONS AL,-8=AF4®�CORPORATION a Ste+ n0 0 eexon IOn ENfnINEEli4 8¢PRODUCE DEYk'10PMENE f awls t/2•m t• n iD.tD.t+ +o aw+DE TWS sHSE C01 WINDOWS & DOORS l SS.W.87AVF VI ®� B 09.28.16 WDATED TO 2014 FeC I dr.ey c naa.la wo o"ll TH6 s" T 10100 N.W. 25111 STREET MIsMI,FLORIDA 33874 o ® = TEL c�264-a 0o FAX(3W 2OZe973 MfAMI• FL 33172 TEL(905)593-6590 FAX.(305)393-6542 MUWON�M10-01 CO1 • 1 .. •• . • . . • • • w • • 00 • • • •EXTE�fiOlZ • • • • 23 0 • • • ••• • •e• • 4P °:•'� ° > 1_tj4•< e . .. e• • • • • MIN.- • ••• ••• • • • • w • • • :1 4t 4' 4,. --------------------------------- ---------------------------------- °. p'm�jyp .k < ~O JJ1� Nyy (Sy2 ��tn Z y • N Z �E Ag a 1/4'MAX. MUWON SPAN 1/4'MAX• SHIM SHIM � z 0 kSO ," y,e •a" a = O h N ° ' 0oe"d om•ri r~' d '8 s � 1-0 O * �iN� 1 1 4^ r rho zs � Z � r � O�N � ZZ� ZZC z0 Zo ?� z$ y•a iy � � p r He mm� A0 ��R mo 3 �0 T c ..� •-•, � F 00D O rn �WnO 0m0WIn ZED �8 W y ZCp rr -,' C4 '°� O O -i ZZ �� -I`. O(2j C7 0 s O_ O_ 70C 0 m a r+ rr N 7� �40000O 030-2i g0 z0 O z�0mm d � w 1- 02 Np c E( ';r -LZZN 2 20 Zi zE8" cOcco Z0 n3 cmQi OO (cAl 116, C � � o any �wz x x c: CA U] N 07 g' b� ^alt z�3 �5 zZ �y2 O ZV- E oz Z Z mV m K �v -`"2 •OAK \� �r SHIM m O C.v C� rZ 00 L O N co 2 N vA Z 1 S m � p O vmN a� c4 a YW -UCO-I 07 1 1/2• 3/4' N m mmxlO'I �om10,c 0 N $O pO p N N N z0OCm S 3�S•wa ovr•; s s 0m� t"i2 I z z Z Orn 4. O m C C 0 �j N� rn Coo 200 a a°� 04-o2-a revisions: SERIES SENTINEL UNCLIPPED ALUM MU=NS AL-F'AROOQ CORPORATION � m o O w° OI w ex.atbcr 1/2'm t• escn on ENGINEERS,&PO DUCT DEVELOPMENT 10.11 cm nas sHw CGI WINDOWS & DOOMS 1235S.W.87AVE IU70 2014 FBC 10100 NW25TH STREET MIAMI,FLORIDA 33174 Pea CODUDM MIAMI. FL 33172 TO-005)2648%00 FA)L EsO�2628978 c 593-6590 FAX-(305)593-6592 MUW0N\M70-01C01 • • ••• • • • ••• • • • • • • • • • • 8 • � �• � N 4 uu • O f� � �u• • � • c' '• • � � •• a O1 i % N rn $ N 0 00 r N�• • • IFS-- • • • 0 • • • (.� �$ g • • Wo • i, W J N U C� ---- - --� N � N 1 N 4 w a N fj N N{p 1 O ON 1 C N N N}* N r1 A riT- b Gj N NWN EDN tt W � V V to m V T\ m Z '+ En „ c �^ o I� m o -- �s I m a Bate oa-oz-to ffi:=25.15 : SMB SWNQ UNCLIPPED ALUM MUWONS Al.-FtROOQCORPORATIO 9 a CBdGIN[&RS&PRODUCPC1fiMOPMEMP No ainwee nas smw CGI WINDOWS & DOORS 1235S.W.$7AVE®� a1- 10100 N.W. 25TH STREET MIAMI,FLORIDA 33174 No aw�ce nas suEar MIAMI. FL 33172 TEL t3o>n W4,3"o FAx c3os)282697s c° of ® O 93-8592 MULUON\Mlo-olcGI , , MIAMI.1=)ADE MIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOXIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (PIC A) www.miRmidadL.gov/econoniy CGI Windows&Doors 1600 NVV 25"'Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 130" Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.1.)(S.M.I.)",sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision E dated 07/21/14, prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with..the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the material ,., pse, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, Or 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 Ais,,=4re.NQA OV 4c. provided to the user by the manufacturer or its distributors and shall be ava;able for ine4edkidn It die:job site at the request of the Building Official. A a 0fee This NOA revises NOAH 4-j03j*,t*6 i*%§c%neists if tli'l@ 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. NOA No.14-0731.05 MIAMI-DADSC50see-UNTY Expiration Date: September 22,2015 Approval Date: October 16,2014 4- 0:0 Page 1, Lee: 000 0 0 0 *00 0 0 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 01130710,with revision E,dated 07/21/14,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 FEC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FEC,TAS 201-94 5) Cyclic Wind Pressure Loading per FEC,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,F.E. (Submitted under NOA No.10-0510.13) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated July 18, 2014, issued by AlFarooq Corporation, signed and sealed by Javad Abmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALM ASSURANCE 1. Miami-Dade Department of Regulatmy 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. 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. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saftex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 40 0•0 0 0 0 0 Product Colitriki x bi ner 0000 a a 000 : : 00 L" a 0 0 : :0 0 0 0 0 NOA o. - 731.05 000 0 0 0 0 •0• Expiration Date. September 22,2015 Approval Date: October 16,2014 ••• 0 0 .L' -1 0 a 0 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-e Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signoa and seated by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. RTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC,dated March 30,2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) G. OTHERS 1. Notice of Acceptance No. 11-1031.06, issued to CGI Windows & Doors, for their Series 11130 Sentinel" Aluminum Fixed Window — L.M.I. approved on 01/12/12 and expiring on 09/22/15. to: 0 t o o 0:9 • 0• :• to 0 o • Man el Brei,P.E. t•o 000 : V: : •. •too ProductContrO Era iner .. :0 *00 0*0 NOAI 31.05 Expiration Date: September 22,2015 Approval Date: October 16,2011 -2: V0: 0.0 :0 49" 48" 49 V FLANGE WIDTH BUCK WIDTH FLANGE WIDTHo TYPICAL ELEVATIONS �O D.L.OPG. � y� D.L.OPG. D.L.OPG. _ o GI- QQ 8"MAX- 3 iv /8w g 3" •.HEAD/SIU A A.3 SHORTER $ Al CORNERS Sims m � CU�p,� 9.m' ANCHOR SPACING SHOWN HEREIN APPLICABLE 18"MAX. � q �Of`U \ � TO FLANGE AND FLUSH FRAMES. 8 SEE.SHEET 1.1 FOR FIN FRAMES. p I I it II jJ I II •+p 0 R u u u m $ n u 6®d p u u ❑ n 11 n n u u n u u u u n u al u ---n------rr--- �-=n-----rr--- n-----rr--- SUCK HEIGHT C3 u u u u n u u u u e n u � •• 11 n � n /� a ~x 11 /i }� D.L.OPG. x ••_•JL------L_t�_ jp T 0 .____IL Zp l� lr____olf-w -{ OI --Ir-----•tr•--'-- m w ---1r-----Tr---- . z • C1 OQ oil IT • j O tl II ° II li Jm ••••II II m it II it II �'T•j- N • • • •11 •II • 11 wife • N 11 II 0: 11 11 v r._-- zo --Ir-----Ti--- zo 7r-----'(I---- 4 i--- n „, II II OF II II Oi7i II 11 II II H • • •• •{••11 *• •• �� II II � II II II a 11 • It •II • • •{ •• 11 • •••• II II 11 it O d 11 II , • 11 it Y o a O Li I • •• i jj=__— 0 ww ww a� tz s • •i • B 83•••• B1 1i ii n � ,�j • • • •••• d O • {••••• • •• (SURFACE APPLIED) 18 MAX. 6"MAX. 18`MAX. CORNERS STRAIGHT 2 Z Z C –" { { { OPTIONAL - -.SHORTER HEAD/SIU SHORTER SIDES In •••••• •••{ • • SIDES - CORNERS SIDES p FLANGE &OW N6 ADAPTOR FRAME EQUAL LEG FRAME W�DTM�I � v YNNDOW WIDTH YAN00� V71NO�.OW WIDTHoy WIN00�. W WIDTH-, WINDOW SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 'APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS • 3 ; 3 I I 3 I I _ OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS m 9§ tWN00Y0 WIDTH WINDOW WIDTH WINDOW WIDTH W.SVIDTH DAYLITE OPENINGS: IN BETWEEN. �'`� h'-'i D.L.O. HEIGHT = BUCK HEIGHT - 3.00' LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL F _ ` �� r 1 D.L.O. WIDTH = BUCK WIDTH - 3.Q0" WILL APPLY TO ENTIRE SYSTEM. F- -1 F — —-1 I LAM. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE i > :- INSULATING LAM.GLASS �o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I 3 ,� HURRICANE ZONE (HVHZ). $ LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO.TRANSFER § I I SMALL MISSILE IMPACT LOADS TO THE STRUCTURE. L J Fsgr:JAVAO AHIAAD •� ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS - CML PRODUCT REVISED 1 fIA PE 7oSs2 uc complying with the Florida EMBEDMENT TO BASE MATERIAL SHAD BE BEYOND WALL DRESSING OR STUCCO. -- cA.N. as � a THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. Building coda g ., ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Accaplanco No 44i. jO NOT PART OF THIS APPROVAL. SHUTTERS ARE NOT REQUIRED. i lh ndlon Dale . A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. II� l/ drowiono. ALLOYlABLE LOGOS fOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 4Tf 209 A4iadddml adeProductCo 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT VERIFlEO BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS !'�� W1 0-02 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 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W'Eastman.Chemical Co.' rG zd .0907.'Saflex Gear and Color Class Inetrloyere' 090"'Saflex Clear and Color Gloss Inetrlayers' • by'Eastman Chsmlcol Co. .by'Eastman.Chemical CO.' Or Or 090"'Dupont Sen 1de Interlayer, 090".'DuPont SentryGlas Interlayer, ��11 by E.I.DuPont QeNemou(a&Co. by E.I.DuPont WNamours&Co. 74? h 3/16`HEAT STREN'O GLASS 3/18'HEAT STREN'D GLASS 6677 �qLP� DO SILICONE CORN ING 899 DO00 SILICONE NCORNING 899 1200 4 1 IL y of � I I DOY!CARVING 995 z 1 1 D01y CORNING 995 Z�(taay C e 1 I y a t b y nm E3 1 ,I n0 E3 ❑u 1 I i I II II II 3 V • •see • 0 0 • ••: W • • MS T 1/4'POINTS ON LITES W DS AT 1/4 POINTS ON UTES • I. • DEA THAN 36" WIDER THAN 36' z "' • 14 0 ••• • • • ��TYPE 'C' GLASS TYPE 'D' C)w • eT/A Q S1t�4AAI-L LAM.GLASS 7/16'OVERALL IAM.GLASS cz O • (L M.I. & S.M.I.) _ N • asses. • =N 0 • 00000 •••• Adr�•N•GAS 3/16"HEAT STREMD GLASS to • •••• 075''Saflex CP—Saflex and SaFlwt HP .075"'Saflex CP—Saflex and Sollex HP Gj O M • • •:•••••• • .••ZWnposltee Class Interloyers With PET Core' .Composites Glass-Interloyers With PET Core' z ®3 J ••• •• 3/8"AIRSPACE by'Easlmon Chamlcol Co.' 3/8'AIR SPACE by'Eostman Chemkol Co.' Z Li • • Or ••••• 090''Spflex Clear and.Color Gloss Inotdayers' .090"'Saflex Clear Qnd Color Gloss Ineirlayers � O�� ••• 0AV16'HEAT'4:4%GLASS • •yyY'Eastman Chemical Co.' by'Eastman Chemical Co. U p�-1 • • •. • br 3/16"HEAT STREWD GLASS ' Or y • • •• • • •090''DuPont SentryGks Intedaysr 090''DuPont SentryGlas Interlayer' • • &y E.J.DuPont DeNemours.&Co. by E.L,DuPont DeNemours&Co. ••• •• 99996 . SILICONE • E 1200 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS a GDOW CORNING 899 6 •••• � � II II DOW CORNING 995 s� SILICONE SILICONE 11 1 I $ ' GE 1200 C GE 1200 cs W II I c €$ DOW CORNING 889 m OOW CORNING 699 n 11 1111 u i Z I I DOW CORNING 995 Z 1 I DOW CORNING 995 y. Mt p II I I I M ❑ I II - o 11 II II 11 I 11 - E4 1 I 11 -11 I $IICONE Ea 1 t 1 I CE 1200 y o o DOW CORNING 899 N o n ry O O DOW CORNING 995 E S e 8 W OPTIONAL GLAZING DETAIL `a m o o m 0 M6 AT 1/4 P NTS ALL SIZES � M5 AT 1/4,P NTS ALL SIZES GLASS TYPES 'Cl' & W GLASS TYPE 'CI' GLASS TYPE 'Dl' En9r.JAVAD AHMAO PRODUCTREVISED e 1'OVERALL INSUL.IAM.GLASS 1'OVERALL INSUL.LAM.GLASS FIAsPEML 70592 os compl)Nns wbh the Ptmido c (L.M.I. ONLY) GAa 539 DWlding coda s t Acceptance No Q-D Ii mtionDat0 (S.M.L) j!i Aitsm adelhoducieannot drowmq no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING `0(4,2014 W10-02 EXTERIOR PLY OF GLASS TYPES 'C1' & 'D1' MUST BE TEMPERED. 01visheat 3 of 6 TYPICAL EDGE DI STA E CONCRETE AT HEAD, SILL OR JAMBS f'C - 3000 PSI MIN. N , TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/11LLEO BLOCK AT JAMBS Pm - 2000 PSI MIN. 47-j! THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF IVINDOIW INTO WOOD STRUCTURE = 1" MIN. �Yk 3 INTO METAL STRUCTURE = 3/4" MIN. INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METALQQQ WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS C jr G $L FLANGE FLANG TYPICAL ANCHORS FLANGE 1/4"MAX LA GSEE ELEV. ' ®� n 2BY WOOD BUCK FOR SPACING OR TYPICAL ANCHORS SHIMS METAL STRUCTURE �I�1 WOOD STRUCTU SEE ELEV. t I ANCHORS M2 FOR SPACING <c •°, M2 SEE ELEV. '1 11 i g FOR SPACING W3 Ii II S2 O 1 d' N © �NS� A LLL E1 1 :v � 0 II El S2 MIN.. rn . 'i'• at � >' � �:� 11 i1 M2 oR. v m v m x • 0 v • t IYPICAE AI•PCHORS I i > @/ $ m • •WOOD�� • ••• FOR•SPACING 1 II E1 E3 ••••• ®L�' • • • • • •••••• 1/4" • SHIMS •• ••• 0000 •• •• E2 EQUAL LEG 4 ��g EQUAL LEG ^ V)N • •$QUAL LFI•i i••i•• EQUAL LEG ,a M2 METAL • • 281 WOOD DUCK STRUCTURE • ••• 0000 C� ZZ 0 ,,� •:•• 1 • • A 1 WOOD STRUCTURE TYPICAL ANCHORS y� ••••.0 11 0000 SEE ELEV. E3 2 ae FOR SPACGNG O • • 11 �1 0000 � 0000•• II 11 • '� s i < � _____ _ P _ • • •• \ M3 - - - O • E2 I • - � v • � —fir E2 • • T TYPICAL ANCHORS M3 S2 SEE ELEV. 3 I I I FOR SPACING °' E3 '.o T1(PICAL ANCHORS1 1 3 $ E3 1 11 TYPICAL ANCHORS FOR SPACING 111 FSEE OR ELEV.SPAC WOOD BUCK WOOD BUCKS AND METAL STRUCTURE NOT BY CCI WOW. m o>§g g g o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a m a o W TYPICAL ANCHORS; SEE ELEV.FOR SPACING #14 SMS OR SELF DRILLMG SraEWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. ]/4" DTA. TAPCON BY 'RW' (Fu=120 KSI,FY-92 KSi) INTO METAL STRUCTURES a ]/4" DIA ULTRACON BY 'FICO° (Fu-177 KSI.Fy-155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Eagr:JAVAD ANMAO PRODucrREVISED R ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) CIVIL as mal wilh tlw Florida INTO 28Y WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTEDFLAy0592 PIYMd c C1A.L 3538 Building Cade 1-1/2" MIN. PENETRATION INTO WOODm No THRU IBY BUCKS INTO CONC. OR MASONRY i14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I±xPirm mUaza al )S s 0 5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' 0.4iam adafroduMContro} drawing no. DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) �c ) W10-02 />,1 !. �i 1-1/4° MIN. EMBED INTO CONC. OR MASONRY YIIAI ��oy� sheet ¢of U TYPICAL INSTALLATION DETAILS U THESE DETAILS ARE •TYPICAL ON AI.L FOUR SIDES OF WINDOW o_ INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD DUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE'ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR99 TYPICAL ANCHORS• 1/4"MAX. a SEE ELEV. it 20Y WOOD BUCK FOR SPACINGOR SHIMS METAL prB III WOOD STRUCTURE - TYPICAL ANCHORS _ -o STRUCTURE W(i I 1 SEE ELEV. B3 II II M2 .A3 FOR SPACING ,a :' • L2 �TYPICAL s II 52 i t y H .o FOR SPACING N a H ab C3 f% v m ••: '. P.•.'••Grp•�. •v i MaIN. wl"ll 'S;AtCHORS ,••• 52% , FOR•SPACING W000 BUCK E3 e N Vg+ 6* OGoose• 'R' .. • f� 0 •• ••• G G G o •• •• 1/4"MAX. BUCK HEIGHT t/4"MAX. m U) • 2 3/8'MIN* • GAAP '�c� °�_ 000 04 000 e• WOOD STRUCTUREcj 1 2'MIN. 1/2"MIN. I �a • •• • f NOT BY CGI / O M N E2 O � ZZLL.. .r_ _tl�l000 FIN FRAMEM2 CAUU13CKSED •• • G of, TYPICAL ANCHORS: SEE ELEV.FOR SPACING • • x\` 11 SMS (GRADE 2 CRS) . 'INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE W. c THE'USE OF'DEEPER OR 0 o R BEVELED WOODBUCKS IS HOUO, PERMITTED. T�YCq EXTERIOR zz BUCK WIDTH BUCK WIDTH _ r===T M4VA-OADE.COUNTY i MIAMI-DARE COUNTY APPROVED 11 I I APPROVED MULLION I I MULLION&MU ON ANCHORS I I S I &MUWON ANCHORS I'1 SEE*SEPARATE NOA I I m a m o o w I �1 'SEE SEPARATE NOA j1 II L_--_ - -----—jJ En9r.JAVAO AHMAD PRODUCT REVISED 1 CML os complying wi16 the Florida I PE 3592 Building Code o 1 I Aceepteniro No -d ,p$ d e I I I Lh:�Dnte 1f20d� 9 .� n L __j -- TYPICAL ANCHORSSEE ELM ' FOR SPACING PAienu1Dndc ProdlrclC ntrgl drawing no. ��0 V l0-02 /#14 X I"sus. ;` /06 `, 2D9� sheet 5 of 6 • i Q.505 ITEM PART 0 QUANTITY DESCRIPTION ,MATERIAL. MANF./SUPPLER/Rg8/ARKS &u�u [-'O6B V• r E7, -(XII-118 4/WOW.* FLANGE.FRAME 608 y 3-T6 - "- __..�..__._._..__._.. O _ E2 Cd=718 4/WOW. FLUSH FRAME/FIN FRAME 6083-T8 - .812 E3 CGI-121 , 4/WOW. GLAZING-BEAD(LAM.GLASS) 6063-T8 - 1.985 E4 CCI-123 4/'WOW. GLAZING BEAD(IAM.INSUL GLASS) 6063-T6 - ,995065 E5 CGI-110 4/WDW. NAIL FIN ADAPTOR 6063-T6 - -m ly n - E6 CGI-109 4/WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CCI-382V . AS RECD. GLAZING BULB VINYL. PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC -M3 CGI-112 AS REDO. FLUSH FRAME COVER PJC ted! E1 FLANGE FRAME Mb - OPTIONAL: GLAZING ANGLE(1 X 1/2 X 1/8' 6083-175 - 9L H d MS _ 2/LRE SETTING BLOCKS EPDL7 DUROMELER 85+5 SHORE A K 2.505 nose S2 X10 X 1-1/4• 'CORNER ASSEMBLY SCREW PER.PH SMS ST/5Tffu - 3 6t.2 6j s 812 7 1.495 .995 .065 TYP. s mi • • • = • Q FLUSH•FRIQtE1FIN FRAME• • d M •• •t• • i N • • • R •••• • I N .050 o W5•• ••• j5 •��5 •• • � L • • - N • WELDED JOINT o • ••• ••• •••• • AT ENDS o NC4`O • 1.184 • ••• z 03M • E3.• GLA7JNG•BFAD :AM. GLA }•• IZ 2 •• _ 4Sp o • • 120 •••• • O •• ••• • L r� of •••• • 2iW.1, U0�a 0 • .995 • • 1' x•125 O 004 ••• • • • • • 500 • 184 Eb GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL GLASS) CIRCULAR.VANDOWS i4 a k II RECT. OR SQUARE WINDOWS 1.450 .780 o $$S 1.550 sso 050 TYP. CORNER ➢ETALLS man co= .oso ;HESS'S lass �O=`m" O OE5 NAIL FIN ADAPTER E6 FLANGE ADAPTOR En91.JAVAD MOM AODUCI•RHVISEA aft " complying with the plod& CAN.3538 DuildingCatk o 1.J9S--W 1.118 FlA PE 70592 Acreptanco No •O •p>C •• ISO 8�pimtion_,a j— —�• 291 .050- .050 -� .,,',.. 137Z . drawing 065 1.os1 OC f l 662014 Mi i Anae Pradnrt an¢e! W10-02 M3 FLUSH FRAME COVER Ma SCREW COVER - L.- sheet 6 of 6 i M IAMI< E AIIAMI-DARE COUNTY 90112 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADia11N1ST.RATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) evevw.niaaniidsde.aov/eeonom CGI Windows&Doors 10100 NW 25`b Street ¢ Miami,FL 53172 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(Inn 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 11011 Aluminum Single Hung Window—L.M J. APPROVAL, DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (I,.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with the revision B dated 09/09/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING.-barge and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modelfseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REND,WAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mianii-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 t,Ws entire NOA shall be provided to the user by.the manufacturer or its distributors and shall be availlble forVnSQC-ctjoq at'tltee,*aVsite at,the request of the Building Official. This NOA revises and renew?WOAY $1 J:11:5:Oa RQd eblusists of this page 1 and evidence pages E-1 and E-2,as well as approval document riatntio d'abote.' 00 The submitted documentation was reviewed by Manuel Perez,PX. ""' •• ; • • NOA No. 14-0915.06 MIAMI-DADE COUNTY Expiration bate: September 22,2020 Approval Date: )iebruary 05,2015 •••< ... Page 1 . . . . . . . . . . . . V .. ... . .. .. ... . ... . . 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.l.)" sheets I through 9 of 9, dated 02/02110,with revision B dated 09/09/14,prepared by Al-Farooq Corporation, signed and scaled by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Ah-Infiltration Test,per FISC,TAS 202-94 2)Uniforn! Static Air Pressure Test, Loading per FEC TAS 202-94 3) Water Resistance Test,per FEC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FEC, TAS 203-94 6)Forced Entry Test,per FEC 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.RTL-0080-0 101-10,dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FEC-5t" Edition (2014),dated 09/08/14,* prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(ICER.). E. MATERIAL CERTM, CATIONS 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. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19114,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayere'dated 0619/14, expiring on 05/21/16. 0* Soo 0 0 Goo Manuej�rz,P.E. Product Coi4ol 'aminer r NOA 4.10915.06 Expiration Date: September 22,2020 ApproyalDate: February 05,2015 Gee a • : 0 % CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SI BAUTTED F. STATEAIENTS 1. Statement letter of conformance,complying with FDC-5t"Edition (2014),and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation,signed and scaled by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10,issued by Hunicane Test Laboratory, LLC,dated Febi tiary 03,2010, signed and sealed by Vinu J. Abraham,P.E. (Subin ifted tin dei-A10A No.10-0510.11) 3. Proposal No.09-0032 issued by ECC®,dated October 22,2009,signed by Renzo Narciso. (Submitted under NOA No.10-0510.11) G. ®TITERS 1. Notice of Acceptance No. 11-1115.08, issued to CGI Windows and Doors for their Series"110 Sentinel" Aluminum Single Hung Window - L.M.I. approved on 01/12/12 and expiring on 09/22/15. M I Pe 'P.E. "I'll az, 2' ba V: RllflEr Product Control NOA No.14- 915.06 Expiration Date: September 22,2020 Appro-*,al Date: February 05,2015 % 0 0 see 0 53 1/8' 52 1/8' 52 1/6' FLANGE WIDTH SUCK WIDTH BUCK MOTH 47 7/16" 47 7/16" 47 7/16' ; O.L.O.(FIX.LITE) FALSE MUNTINS O.L.O.(FDC.LITE) FALSE MUNTNS D.L.O. (FIX.LRE) 20 9/18' (SURFACE APPLIED) 20 9/18` (SURFACE APPLIED) 20 9/16' 6"MAX. MAX. 'K'k OPTIONAL 20 1/2'MAX. MAX. #�k OPTIONAL5 1/2"MAX. ma ¢ 2S g HEAD/SILL A HEAD/SRL HEAD/SILL A7 HEAD/SILL HEAD/SILL HEAD/SFU_ 8 CORNERS 4 CORNERS 8 CORNERS 7 C i 0 11 11 � II it � II II (4 11 11 � / 11 II II II g.aW M c ii =e ------- fi Fn 'o d o oti of n "� a M1 o D2 n "� a tttttt J B u n ? J g B u a cci -1 0 7 B n n ( 3 4 Ii ii _ ' � 8 li ii Yx 7 li ii i 3 • B z 1��pyC aap p1 • :o x• in x in x • • •I, I u � I 1, • a •ii •��•ii ii �� ii a ii �� ii M tx M • • •pw • _•II____ - M n 11 _ "�x M _ II _ 1 — r •• • •M S J ••• II II SSS o • c n • u ,� O ct 11 ii m c2 ii ii oo •• : • ••• q I••••• ii 8 i n ^ 7 ii ii 3 Ow •• ••• • • m311 j FALSE MUNTINS is • •• M�. �� 47 7/16" a (SURFACE APPLIED) 47 7/16" N �� N I;,1 •• ••• . OPTIONAL O.L.O.(VENT) UD10. PENT) 8 3 M • • • N M J 7'-ZLj • • •• • 5(!•/4' 50 1/4" 50 1/4" z 0 1n NT Y H VENT WIDTH VENT WIDTH E o •• ••• •••••• • Erni (ao¢ A'Mf E & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME v' SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW TYPICAL ELEVATION 0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR-SIDE BY SIDE COMBINATIONS * o R OF S.N./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI-DAOE COUNTY CENTER ANCHOR REQUIRED WHEN C 8 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS SPACING EXCEEDS 20 916" o IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 'm REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSULATING LAM. GLASS •�c a m HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SMALL MISSILE IMPACT LOADS TO THE STRUCTURE. Fi,gr.,IAYAO AHHAO i 1 ANCHORS SHALL BE AS USTm, SPACED AS SHOWN ON DETAILS,ANCHORS CIVIL PRODUCT REVISED S EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. AUa592 meomplying��dOr lho FloridaANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Building Code / 8 '§NOT PART OF THIS APPROVAL. Aae IancoN.IW-O 15.0/�PIon Date �D,/J .3A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT Mim)MadeProductCon oa-- W10-03COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE '�REQUIREMENTS OF THE FLORIDA BUILDING CODE. 15 sheet 1 of 9 EQUAL L1TES WINDOWS UNEQUAL LTYES WINDOWS DESIGN LOAD CAPACITY-PST DESIGN LOAD CAPACRY-PSP FIANCE DIMS. RUCK DIMS. MAN TYPES'A'&'AI'GLASS TYPES'6'&•81' PLUNGE DIMS. SUCK SUM IMAX.TOP 11TE MASS TYPES'A'&'A1'GLMS TYRES'!i•&•91' WIDTH HEIGM WIDTH HEICHI $7&075.0 .(-) EXL(+) 1M.(-) MOTH H13GM WIDTH HEIGHT 'A'on 17U.(+) 19-1/8• to-1/8• 75.0 80.0 65.0 53-1/8• 78• 52-1/e• 7S' 36-1/4` 730 75.0 804 85.0 t' 28-1/2' 25-1/T 75.0 80.0 85.0 49' 79' a8' 78' 39-1/4' 75.0 75.0 80.0 85.0 37' 26' 38' 25' 75A 80.0 85.0 28-1/2' 25-1/2' 70-5/8• 75.0 7&0 86A 85.0 N 49• 46• 754 80.0 85.0 31• JO' 63-5/8• 75A 750 80A 85ISO 0 < O Q1 83-1/8' s2-1/e' 75A 80.0 830 3Y BS• 32' 84' 80' 750 730 60.0 0 19-1/8' I8-1/e' 75.0 80.0 65.0 3T 36• 53-1/r 750 75.0 80.0 28-1/r 25-1/2' 7" 80.0 65A 40.40 42' 45-i/4' 730 754 80.0 a J7• 38-3/0• 38• 37-3/8• 754 90.0 85.0 g v 49' 48' 75A 80.0 85.0 o x 53-1/b• 52-1/8' 754 80.0 85.0YAM75.0 800 85.028-1/2` 25-1/275.0 80.0 85A 37' 50-5/8• M' 49-5/8• 75.0 75.0 80.0 830 49' 0 oD 48• 752 75.0 90.0 85.0 • -1/8' • • 541/8' 75.0 75.0 930 830 •• •• e-i/e` 1s-1/9• 0 Iso Sao 9sA • • • i/a• a�-1/z• • Tao 73o Sao s3o •• •• 37• 0 r• :38• =r 75.0 75.0 80.0 83.0 I-2 • 49' 48' 0 • 0 750 890 85A m yj ut 53-1/8• • 5g2-I/8• ••• •790 75.0 BOA 85.0 �I 0• 0• 19_1/� •• it-1/8• 0 0 75.0 79.0 80.0 830 26-1/2' • 25-1/2• • .0 76.0 90.0 eso " n •• • 37' •"0 36• .vs 0 0790 75A Sao 85.0 UNEQUAL UTES (ORIEL TYPE) O • •• 49• •48' •• 75.0 75.0 80.0 654 n W 53-1/8• •0•• -1/8' 7 0 7" 804 854 • 19-1/8' • -t/8' 0• 075.0 730 e0A 85.0 H • •• 26-1/r 25-1/2• 75.0 730 80A 37• 38• 7.0 730 80A 85.0 M *0' •• 46-1/27 • • 45-1/2' •0 0 •7•.0 730 80.0 85.0 Jr�- BUGK DIMS Yz'TYP. o ®$n� w z •• ••• 0000 • • _ • 0 FLANGE FRAME 14 rLA NGE DIMS BUCK DIMS O ! EQUAL LEG FRAME 4 v � BUCK DRAY EQUAL LITES -Er 4 N O c ffi FlN FRAME `< o Engr:AAVAD AHMADI 1 PRODUCT REVISED SUCK D9A5 flA PE 8L 70592 os complying wilh tho Florida c C.A.N.3638 Building Code Acceptance No l�-�l5 e Bnplmiion Data ,.a '. NOTE: 40 7 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--09 (3 SEC. GUSTS) rT FLANGE ADAPTOR FRAME 11 AH 1g 12Lmi0adaProduetCol 1 drowinq no. AND FLORIDA BUILDING COMMISSION FLANGE DIMS _I f W10-03 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of y J t/8"ANN.GLASS 1/8'HEA7 STREN'D GLASS IU o 675"Interlayer 075'Interlayer Softex CP With PET Core SaOex CP Vldh PET Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' 090"Intertayer 090'Interlayer SFA Saflex Clear And Color Glass SoBax pear And Color Glass a By'Eastmon Chemical Co.' By'Eastman Chemical Co.' �® � 0 DuPont Sentr�jGlos DuPontnSen q*cs B09 y'E.L DuPont De Nemours&Co.,Inc: By'EI.DuPont De Nemours&Co.,Inc.' °n t/e•ANN. cuss 1/8•HEAT srREN o MASS o oq ca GESILICONE1200 as SILICONE ® h z m GE 7200 i m GE 1200 O ta LO a DOW CORNING 899 g DOW CORNING 899 ��QJ v MI DOW CORNING 995 \ M1 DOW CORNING 995 Til G GG {�e ii2�3 uj:g • • .• • • .• • • as •� o _ •• ••• 14 i E8 • ',}0 • • W Es • f M4 %jK $Qj['i ON LITES X N4 AT 1/4 POINTS ON UTES • 14 t �'FTAIT W WIDER THAN 38" c3. •GIA S TYRE 'A'• GLASS TYPE 'B' of 2 •• ;•• ••f5'18'OVERALL IV Sins• 5/18"OVERALL LAM.GLS � • O ••• • •••• (L.M.I & S.M.I.) ASO 990096 • _ * vi •• ••• • 1/8'ANN.41A55 f f• 1/8•HEAT STREN'D CLASS N M •• f•• f • 075'*Interloyyeer 075"Interlayer o O M �1i6!ff trth PET Cora Saflex CP With PET Cora _ 0 3 m f • • • 'Eastman Chemical Co.' By'Eastman Chemical Co.' 2 Z it • •• • 1/4•AIR SPACE A➢90'Ol•arlyor 1/4•AIR SPACE 090"Interlayer f• •f• •• • Sa•ax Ciea•And Color Glass Satlex Clear And Color Gloss z �'o • By'Eastman Chemical Co.' By'Eastman Chemical Co.' o 1/8•ANN.G f 090•Interlayer 1/8'HEAT STREWD GLASS ,090•Interlayer pj DuPont SentryGioa Dupont Sentr . By'E.1.DuPont De Nemours&Co.,Inc.' By'FJ.DuPont De Nemours&Co.,Inc.' 1/8•ANN.GLASS 1/8•HEAT STREN'D GLASS pa$� SILICONE t SILICONE H�O GE 12GO mGE c DOW CORNING 899 s DOW 12CORNING 899 0 R DOW CORNING 995 ML DOW CORNING 995 M O O C 9 S 14 M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES o GLASS TYPE *Al! GLASS TYPE 'Hi' AIR SPACE CONSISTING OP: SPACER. Tier dAVAVI AF14W0 PRODUCT REVISED S 0.70'OVERALL WSUL LAM.('IHSS 0.70.OVERALL WSl1L IAM.MASS METAL SPACER AROUND CML t (L.M.I ONLY) FLA-,!.E 7059a complying with the Florida THE PERIMETER()F THE GLASS. o C . s3s Building Codc Acccplaa"t o imtias Date By� o IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING J 7 i5 }�� drawing no. \4iam oda Product Cao EXTERIOR PLY OF GLASS TYPES 'Al' & 'Bt' MUST BE TEMPERED. L J W1 O_03 shee4 3 of g ,�, STYPICAL El ANCHORS M�� FLANGE & FLANGE ADAPTOR FRAME SEE ELEV. wooD sucK STRUCTURE mm c d- e a ^ a 'EDCFa.aST. TYPICAL ANCHORS _ _ _ _ z �S _____=—_______=—i awtr it ® �d y FOR SPACING c 11 MIAMI—DARE COUNTY APPROVED I I W }y 1 g iv 1 j MULLION d:MULLION ANCHORS �I R EDGE a5i. • a DIST. ,o- t i SEE SEPAIIATE NOA t l EDGE DIST. j I I�---_----------- ---_—- ii M2 e 0 S5 \ TYPICAL ANCHORS TYPICAL ANCHORS 0°� a SEE FI EV, SEE ELEV. p FOR SPACING FOR SPACING • • IAS00 • • •••J •• 2 3/8-MIN. • •••• o WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. 0 • • • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ••• •• AND TRANSFER THEM TO THE BUILDING STRUCTURE. w •• • •• OPT LOCK z 3/s•MIN. TYPICAL ANCHORS: SEE ELEm.FoR SPACING v •• ••• • • •• t EGRESS Loot t(4" DIA TAPCON BY'CIVd (Fu=120 KSI,Fy=92 KSQ • ••• •••• AT 50.L a ��` 1/4" DIA. ULT86MN BY 'ELCD' (Fu-in KSI,Fy=155 KSt) • ••• • INTO 20Y WOOD BUCKS OR WOOD STRUCTURES = • • �••: • • • E5 1-1/2" MM. PENETRATION INTO WOOD rr `` • ••: ai • Ea ------ THRU 1BY BUCKS INTO CONIC. OR MASONRY U9 n w 0 WHEN USED THE MIN. WOOD BUCK �Z- fl `1—I/4' MIN. EMBED INTO CONIC. OR MASONRYDEPTH SHALL BE 2%. THE USE OFDEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONIC. OR MASONRY PERMITTED. 1-1/4' MIN. EMBED INTO GONG. OR MASONRY•••• 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)INTO METAL STRUCTURESSTEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.)(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")IV a o(NO SHIM SPACE) S4 TYPICAL EDGE DISTANCINTO CONCRETE AND MASONRY = 2" MIN. EG INTO WOOD STRUCTURE = 1" MIN.INTO METAL STRUCTURE = 3/4" MIN. o cM9 m WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.I t4 CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN.C-90 HOLLOW/FILLED BLOCK'AT JAMBS frn - 2000 PSI MIN.4 Erigr.JAVADAHANO PRODUCTREVISED S' e<° CML as cam 1 in FlA PE >ose2 P Y g uith Ih.1•loride S CAN. 9 building Cod. f. Acttplantt .� Exp�iretioa Date B M vb v 4 '1 01' p' :r \ j TYPICAL ANCHORS D TYPICAL AN(!FtORS e SEE ELEV. Ao Miant adopro uctZ��EOG. v 18Y > SEE ELEV. FOR SPACING 15 f ✓ �I'�O—OJ W000 SUCK I FOR SPACING sheet 4 of 9 /4•MA7LBUCK WIDTH 1/4SHIMMMA,t. FLANGE & FLANGE ADAPTOR FRAME 3 TYPICAL ANCHORS 0 e1 IYMCAL ANCHORS SEE ELEV. !1 - - - SS SS N V EE ELEV. FOR SPACING d, FOR SPACING a > FLANGE ADAPTOR FRAMEMETAL c g STRUCIIAE -- - '� 1�4• O ,eY �Z�e • ••i ••• • • •• EXTERIOR WOOD DUCKS UA= Zo E7 W d • • • • • D.L.OPG. � • • •...•• O y m M \ m •• lose •.f/f'MAX. •• •• BUCK WIDTH 1/4•MAX. a a .• :. . ••.� SHIMS • •• SHIMS �7W'C° • •• ICAL ANCHORS • •.'.L J W A T .• O t j • SEE 0- Y TYPICAL ANCHORS R-- OWW •• •.• FOR SPAtX�C <� ••• SEE ELEV. • FOR SPACING ui . • _ O 0 M M • t �/4 7 1/ O ' 10 3 �j .. ... •• • C d zZ - • Ywoo oa_ 000..o --- - WOOD STRUM 'jj Oo� WOOD BUCKS 10 CAAMI–RADE COUNTY APPROVED MULLION 12 F&MULLION ANCHORS SEE SEPARATE NOA 1/a•TYP O a 6 m BUCK VADTH BUCK WIDTH m s INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND n o v FLANGE ADAPTOR FRAMES. u d r ! I Engr.dIVCIVIL IAD PRODUCT RDYtSBD q M pE ,V 1TuM it4 the Florida acI C. Coda o 1 E3 L'xpirajion Date By_ 0 J 7 095 Mi / daFrodust tra��; drawing no. j}14 X I•FH.SMS. V :' YY 9 0-03 sheat 5 of 9 • ,Br FOR ELEV. STRUCTURE EQUAL, LEG FRAME � � o SPACING WOOD BUCK W -------------- TYPICAL _______ ____ ____ o • ;:� ;.t TYPICAL ANCHORS i r----------------------- 4 ______________i 4 • EODEe.pST. SEE ELEV. 11 MIAW-RADE COUNTY APPROVED 11 n da •ice FOR SPACING aa I I F EDGE 2 11 MULLION ffi LRILUON ANCHORS E DIST. 3 0 T. .a ;SEE SEPARATE NOA t EDGE DIST. 1 LL 1 -------- 1 --------I I ® v �e OAl N3 E1 a E8 , ___ CY4 A � O � TYPICAL ANCHORS TYPICAL ANCHORSSEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 04 • •• SSPE ELEV ANCHORS MIAMI-DADS COUNTY �1 • • . FOR SPACING &MULLIONROVED ANCHORS SEE SEPARATE NOA •• ••• o • • 1/99MS BUCK WIDTH BUCK WIDTH BUCK W�ni • • •••� • O � • N •• ••• •• • •� m I I rt SWEEP LOCKOPTIONAL TO •• :•• •••• •• Al EGRESS LOCH • ••• EB AT SILL - — — 3p 0 •••••• I t 3 OW I 1 � •• ••• • • • c _ _ I 1 uj �VI g isp •• ••• Qi • • e4 o • W ••••• • Y 03MN •• ••• W •••• •I • Y �14%t'FH.SMS. • • t t • 'v E3 E8 z $o I t is w E3 —— EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0 INTO WOOD. CONCRETE OR METAL STRUCTURES � WITHOUT THE NEED OF A WOOD BUCK. et 0 2 3/8'MIN. t S4 aa° V EB a .d• .. 4 a 'a �d ilk o a I 2 3/8'MIN. a �_ .8 '� TYPICAL ANCHORS g o S t I SEE ELEV. m g M9 ' FOR SPACING •� o a m c 0 0 E2 ErtBr. ----- ` ASMmPRODUCTREMED 'D memplyatha F4ot FIA PE B 70582 BdidinSCdd (Ida WHEN USED THE MIN. WOOD BUCK 3538 Accpt }. E�iretion Date �J,QfQ a DEPTH SHALL BE 2%". THE USE OF EDGE D.� a �• \N DEEPER OR BEVELED WOODBUCKS IS > TYPICAL-ANEHORS PERMITTED. p� Mian�t da r ctCo4Tt01 i droWing no. SEE ELEV. ' JAN A q v. 18Y I FOR SPACING �- �✓ W1®-03 WOOD BUCK sheet 6 of g IuusmTw ons,ONLY SSEE�CHORS FIN FRAME FOR q� EXT.OR INT.FINISHES 1 7®p o NOT BY CGI gg m J 1 1/2' I HOUSE VIRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING $ O NOT BY CGI O #A SM$ (GRADE 2 CRS) ai El INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q O LL BACKM 1-1/2" MIN. PENETRATION INTO WOOD h (01 CAULKING L{z Sao ss 0�w� • so • • i•io • Ms t Ad • • 4 • • • 2 •• ••• •• • •• SWEEP LOCK M • OPTIONAL TO J '� 00 :•• 0 0 0 0 0 0• It EGRESS LOCK v (n ^ AT SILL 'per • 000 • 0 3 p W ._. 0000•• 1/4 MAX = o� • • e • • WOOD STRUCTURE 1/4'MAX. BUCK HEIGHT ••4 e 0• ® NOT BY CGI GAP GAP T • • • • ^ 1/2'MNFm •• ••• ai • ••E4 . 1/2'MIN. to _ut • O • 0 0 _ ::cN t7 m 64 a 000000 (W.� ••e• •� 1 i' +FjO�o (r� ••••e• t AGKBEO CItLlB �x ANG � O off V 54 Ell R c C2 ! et = — — — — -- --- — "� 1 ' HOUSE WRAPIs E8 NOT BY CGI w o v I Q E8 0 n Ms . EXTERIOR 0A.OPG. 0<m J2 I 14 BACKBED CAULKING o E2 En n %%9W'AHMAO PRODUCT REVISED •� CML as complying with the Florid. HOUSE WRAP �' B 70892 Building Code , e Acceptance Iw yl NOT BY CGI 1 1/2' 2� 3 Hx I I I on Date 9 3 u c3 O Mime adeProduct Controj^} drawing no. 11 TYPICAL ANCHORS JA 15 --� W10-03 SEE ELEV. FOR SPACING Sheet 7 of 9 �p ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS @� U o E1 CGI-100 1 1"WJAE HEAD 6063-T8 - N E2 CGI-1011 FRAME SILL 6063-T8 E3 CGI-102 2 FRAME JAMB 6063-T6 - J E4 CGI-103 1 MEETING RAO. 8063-T6 - _ ES CGI-104 I LOCK RAIL 6063-T6 - a E6 C01-105 1 HANDLE RAO. 6063-T6 - p v E7 CG1-106 2 SASH RAO. _ 6063-T6 - E8 CGL-107 AS READ. 5/16'GLAZING BEAD 6063-T5 - 10. E9 CGI-108 AS READ. 0.700•GLAZING BEAD 6063-TS - ®U n E10 CGI-108 AS READ. FRONT FLANGE ADAPTOR 6063-16 Eli CGI-110 AS READ. NAIL FIN ADAPTOR 6063-TS - 6 E12 CGI-135 1 FLANGE FRAME HEAD 6063-TS - P o E13 CGI-136 2 FLANGE FRAME JAMB 6063-TB - W • •• E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - •000• • Et7 CGI-605 OPTIONAL SCREEN FRAME 8063-T5 • • •••••• • • M1 CGI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHOO A) PVC - O •• ••• • • • • 142 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EWN. • • • • •••i•• M3 CGI-112 AS REDO. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS WC - � •• ••• M4 - 2/LITE SETTING BLOCKS EPDM DUROMELER 80+5 SHORE A •:•• •• •• M9 SUPER BOOST 2/WDYf. SPIRAL BALANCE - BSI W EQUIV. : w • • - o •• :•• •••• •••••• M10 - 2/WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. N • ••• • •••0MI1 W2320ING AS READ. PILE WITH CENTER FTN WOOL ULTPAFAS OR EQUIV. 3 0 • • •0•••: • • M12 CGI-129 1/WOW. EGRESS LOCK ALUM. SULLIVAN O La �4A •• ••• •••• M13 CGI-131 2/WOW. HANDLE RAIL END CAP NYLON M&M = ® a • • • •••••• M14 E2601OWN - 0 BULB-T SLOT WC ULTRAFAB OR EQUIV. N o •: ••• • •• ••t••• M15 CCI-133 4/WOW. SASH WIDE(SPIRAL BALANCE) NYLON M&M N • • • MIS GO-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) _ NYLON M&M o M • • •• • •• M17 A30730401-32 1/VIOLA. CAM LOCK ZINC TRUTH OR EQUIV. O 3 M •••••• •••• • • • M18 CCI-132 2/WDW. SASH STOP,2'LONG PVC PROTOTYPE OR EWN. F,j Z Z�^ • • •••••• M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M Z = M21 - 2/WOIV. B/T BALANCE TAKE OUT CUP - BSI OR EQUIV. U p M22 146-6 2/WOW. WEEP COVER NYLON AMESBURY OR EWN v� M23 CGI-134 - SILT.SPACER PVC PROTOTYPE OR EQUIV. W N S2 - 2 OR 3/CORNER ® 10 X 1 t/4'LG.PHIL.PH.SMS. ST ST.ASSEMBLY SCREW - - S4 - 4/Wow. 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW S5 - 2/WDW. B 8 X 1'LO.FH.SMS ST ST.SPIRAL B.ASSEMBLY - - o S6 _ 2/LOCK 6 X 1/2-LG.FH.SMS.®CGI-133 &CAM LOCK - - m o< �ioam c O o EnV.JAVAO XnIAD i CML PRODUCT REVISED Fu PE 0 7a%2 w coMlying wilh Ow Find& c CAN.JSJ6 Building Code Acceptance No IF �' Ex iretion Date B O Ydrawing no. Miw Da ModaN �-i JA 015 W10-03 sheet 8 of r 2.505F 2.7 52 �7� al m 3 1.745 .811 5 .811 1550 1.680 I ® 1` J 1.245 S .745 .745 T P U .030 1.015 1.013 1.395 I .0 W. a E12 FLANGE FRAME HEAD Et FLUSH FRAME HEAD Et1 NAIL FIN ADAPTER Q. w 66pp77 a 'ZM•I AW5 t 583 1.007 6 .065 TP .745065 3 3.675 • 3.175 1.3681.013 t.a291.4VENT TOP CORNER 1.220•1.000k It 025.25 MEETING RAILFRAME TOP CORNERp• ••• ••• 3 O W •00000 • 1.220 La • 4 •• E74 FLANGT FRAME SILL ••• Ez FLUSH FRAME SILL v=1 • • • •••• • =N o 5pU 7.043 •• •i• 1�7• 000000 �°�'9.301 N� • 0I 1.785 O 3 • •• • • S2 •• •• •• 00• 065 ' i �1°j..-^ 2.440 • 1.095 I O 2.aao 1.015 1.015 OO LOCK RAIL FRAME BOTTOM CORNER VENT BOTTOM CORNER .745 •745 2.848 2.348 c R Eta FLANGE FRAME JAMB O FLUSH FRAME JAMB ° R .548 1.692 �103 0TYP, .75 05T . 1.015 I 52 c cmmm o a Ooo .864 EB RANO RAIL � C 4 m O 5/16" GLAZING BEAD O ,700" GLAZING BEAD 1.395 Ec9r.JAVAO AHMAD PRODUCT RGVISP.D ° 1,449 g 1.395 .745 1.450 E as twmP1Y1n8�i^th IIre Flaido 1 �-.t80 .293 180 CCA.N. 0582 Building Cala Q c Aaeplm�w N- .050 ,060-� 1.023 165 1.015 55p0 .050-tPa:i°ellun D4lc -4O 0 $O 1.413 1tY �+ �N Miran ePmductontrat r drawing no. �' J Ud10-03 O FLUSH FRAME COVER 18 SCRLZV COVER E7 SASH RAIL Eto FLANGE ADAPTOR sheet g of