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WS-18-3205Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10- 8-3205 Permit Type: Windows/Shutters Work_C_Ciassijcation:.Window/Door Replacement Permit Status: Approved Issue Date:10/23/2018 Parcel Number Expiration: 04/17/2019 126 NW 104TH ST, Miami Shores, FL 33150 1121360131450 Contacts JOHN & DALE OSTROWSKI Owner DEPENDABLE SHUTTER SERVICE Contractor WAYNE THOMPSON 7042 NW 49 ST, LAUDERHILL, LA 33319 Business: 9545831411 www.dependableshutter.com Description: INSTALLATION CGI IMPACT WINDOW REPLACING 7 IMPACT WINDOWS. Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $4.80 $2.55 $2.00 $1.60 $12.00 $4.25 $120.00 $197.20 Valuation: $ 7,164.00 TotalSq Feet: 0.00 Inspection Requests: 305-762-4949 Payments Total Fees Deposit Deposit Check # 3626 Amount Due: Date Paid 09/27/2018 08/30/2018 10/23/2018 Amt Paid $197.20 $136.20 $50.00 $11.00 $0.00 Building Department Copy 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 . d that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ab medy+ntractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 23, 2018 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-002305-2018 Permit Number: WS-10-18-3205 Scheduled Inspection Date: December 12, 2018 Inspector: Naranjo, Ismael Owner: JOHN & DALE OSTROWSKI Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Address: 126 NW 104TH ST Project: Miami Shores, FL 33150 Contractor: DEPENDABLE SHUTTER SERVICE WAYNE THOMPSON Phone Number. Parcel Number: 1121360131450 Phone Number. 9545831411 Building Department Comments INSTALLATION CGI IMPACT WINDOW REPLACING 7 IMPACT WINDOWS. Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional inspections can be scheduled until re -inspection fee is paid. December 11, 2018 For Inspections please call: 305-762-4949 Page 38 of 39 to Building Department 1/2.,/,V3 Miami Shores Village BUILDING PERMIT APPLICATION 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECETVED CT 19 2018 FBC 20 I •• Master Permit No.I/0fS t8 -3 2O Sub Permit No. UILDING ❑ ELECTRIC Ei ROOFING ❑ REVISION EXTENSION RENEWAL El PLUMBING MECHANICAL El PUBLIC WORKS [j CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: le 6 / " iVLif1 Si' ve-e1, r•• kr-; 51,0,4S f It , 3 p?SO City: Miami Shores County: Miami Dade Zip: 3 3 / S e) Folio/Parcel#: l l • ? 13b - 01'S - Ng() Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): aohn (`1,i i-rods✓ .; Phone#: Address: / )-6 /D'frA City: Stows State: )'Logy: Ja` Zip: 3311-0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Dep id 1, stiu,.JL✓ q &/a S_J Address: LPL/ ( D/Con:. 1, 1.)vlve, City: Day: t State: ~-Lvv ,-d Zip: 3 3 31 c( Qualifier Name: Wa�11.t— 12-eaors, ,r.,, Phone#: State Certification or Registration #: Certificate of Competency #: O k1 (( (79 t-a t DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Phone#: 95-'1 -j s - )y/J Value of Work for this Permit: $ ! G LI • Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New E Repair/Replace I I Demolition Description of Work: Arty ( _r SI4//! C,5T J,4! c✓ir c(o •.� 7 .ii- po.(4- L.r:r. 0✓l -7;ep -1(V6 n)5 I - Z333 Specify color of color thru tile: Submittal Fee $ BD , CA. Permit Fee $ 140 - CO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ T TOTAL FEE NOW DUE $ j 11 r a) (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this , At day of A(As w_ j f , 20 / 9 , by a c)1 day of `�9 uS, 20 r e , by YO O5-1-.--0ws/ywho is personally known to wQnc no. scv, , who is personally known to me or who has produced as me or who has produced as identification and w o.di take an oath. identification and who did take an oath. NOTARY PUBLIC: / NOTARY PUBLIC: Sign: Print: "'LO ✓ L-(u✓c' Seal: MAURICIO GARCIA Notary Public — State of Honda Commission 8 GG 13738 My Comm. Expires Jul 20, 2020 ******** 's ****** . *** APPROVED BY bri Sign: Print: Seal: rr�cur r L i' / LL *********************** Plans Examiner MAURICIO GARCIA Notary Public — State of Florida Commission 4 GG 13738 .•` My Comm. Expires Jul 20, 2020 ******************t7.+"E:04,************* Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature e"-oy ,i-e.- % 7 S o--1 Date Print Name 8/30/2018 • Property Search Application - Miami -Dade County Summary Report Property Information Folio: Aae+uN }u duaeN t1w1Y1M-6A-1144ulad Property Address: Mailing Address PA Primary Zu Primary Land Use Beds / Baths / Half Living Units Actual Area Living Area Adjusted Area Lot Size 71-26-NW-1-04 CT Miami Shores, FL 33150-1240 JOHN J OSTROWSKI DALE C OSTROWSKI 126 NW 104 ST MIAMI, FL 33150 USA -9ll•••• Lj.'• I Ui9• •CPNA 0101 RESIDENTIAL - SINGLE uo L 4-U4J .ton•aJ.• 3/2/0 MCtfl A1leU0SJad 1,893 Sq.Ft 1,640 Sq.Ft 1,766 Sq.Ft 9,150 Sq.Ft Year Built 1947 Assessment Information Year Land Value Building Value XF Value Market Value Assessed Value 2018 2017 $196,886 19,799 69 $225, Benefits Information Nor Benefit Type 018 2017 2016 Save Our Homes CWOit eri99 "'-. a $. " • $94,070 $66,266 Homestead Exemption • $25,000 $25,000 Second Homestead Exemption •,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 4 & E1/2 OF LOT 5 BLK 127 LOT SIZE 75.000 X 122 OR 21291-2530 05 2003 1 COC 23428-3709 03 2005 1 lnformatio ounty ption Value e Value Ex= Value Taxable Value x mption a ue Taxable Value Regional Generated On : 8/30/2018 ain$E I Jmei/06a00 $180,469 $25,000 $205.469 $175,729 $25,000 $200,729 2016 $50,000 $171,087 $25,000 $196,087 0 $50,000 $180,469 $175,729 $171,087 Exemption Value Ag§due sasdi14000 dAdt,ltgotdde Alieuosiad aw a§6iia129 $50,000 $171,087 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/31/2013 $280,000 28669-2473 1044kleglaxam of deed 03/01/2005 $400,000 23428-3709 Sales which are qualified 05/01/2003 $258,000 21291-2530 ICAIPRIAh are qualified 10/01/2000 $114,000 19338-1083 Sales which are qualified •>>nn ANVd W0D The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: d`d N1311a11 NO lien LEAD SOURCE:? C • DSOGEXCELLENCE IN IMPACTHIGH GLASS, ACCORDIONSSPECIALISTS & ROLL -DOWNS 9EpU UtE SHUTTER yiNKLSSS LICENSED & INSURED The company yon can DEPEND on! 954.583.1411 • www.dependableshutter.com DEPENDABLE SHUTTER AND GLASS • Phone: 954.583.1411 • Fax: 954-791-0840 4741 ORANGE DRIVE, DAVIE, FLORIDA 33314 CC# 06-BS-00085 • CC# 05-AE-114 8-X • CC# U-21156 • CC# U-21693 PROPERTY OWNER: .2-6I14 Jc i4 DSTROW S/C PURCHASER/AGENT: ,p (IF NOT PROPERTY OWNER) � N. JOB SITE ADDRESS: { GL1.' V 10 y s% .y 1 T in ln, S/•ioa s , IZ 3 3/ s'd DATE: /av/18 , T-Y. °Wad d&,?4?, • c'm 3 7W 71813 ESTIMATED DELIVERY: -5&Z/ r/o - `�7/ "Zia Si/ (,J„mows W Se seev3 3- .es l o • ,rfrx " i 'Z ialea5(/.3 8- c�VI!!7 0?38 - �2/42- i.1 ivzivaows �f exes+� RESIDENCE TELEPHONE Igs Z1W22f ! fizi DOWNS IMPACT WINDOWS/DOORS At iniA ROLL. 4 Att PRODUCT IMPACT 0 ACCORDION 0 NON -IMPACT WINDOWS/DOORS OPENING SIZES: 1. 31.t✓ 16. 2. 37X.3e/ 17. 3. 38Xs/ 18. 4. 30X 57 19. 5. 2e.,X:9 20. 6. 3 8 Xsr 21. 7. .702'330 22. 8. 23. 9. 24. 10. 25. 11. 26. 12. 27. 13. 14. 29. 15. 30. NOTES: 28. COLORa016/40- de Slider) FRAMES;G-W,� TINT: C 947 Seller shall have the right at any time to review contract, terms and cancel if such review is not acceptable to Its Engineering Review Department In the event of cancellation by Seller any deposit will be refunded. 'BUYER'S RIGHT TO CANCEL' This Ls a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person. by telegram. or by mall. This notice Mustindicatethat you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement If you cancel this agreement The seller may not keep all or any part of any cash down payment. EMNLADORESS CELL PHONE REGULAR SALES PRICE $ 17) eaa n SCa✓di Ide.L✓Aet /IO01f1•.04, TOTAL CONTRACT v 5 $ °Nark c;Ne DEPOSIT ,a G60-1( $ "BALANCE DUE 6513 d 7,/G/ er- Rif365- Al s a4`t (ON DATE OF INSTALLATION REGARDLESS OF ANY OPEN INSPECTIONS) ` CUSTOMER INITIALS° Q Purcl? CONSULTANT t 'Op Wit - Executed in three copies, on copy of which was delivered to. and receipt is hereby acknowledged by buyer, this day of 20 Purchaser Maintenance Highly Recommended Dependable Shutter and Glass will offer the original purchaser lubrication and maintenance once or twice a year as required. From the date of installation, a minimum of a $100.00 charge is due each time this service is provided. WHITE - OFFICE YELLOW - CUSTOMER -1 0) (n A W N -i .0V a J a -0J' �O J U-J w la 0 0 N0� O 0 O 3 O 0 O �O -n.. CO O . (O BCD T-1 ow G7 Po 0 0° C° G7 G) O G) OD 0 Po No N-i N0 6)0 3o NO Cn co co Cn Co C Cn (O to CO Cn CO may... C, El CD 0) 00 0) 0) J J L. x X x � • g1• � 0) 0) • w• • •p oo• o o w•.(• •• • • •••• • • •• • 0) • • • • • • • • • •• • • • •• •• • • • • • • • • • • •• • • • •• • • • • • •• • • • • 0 CD 7 tO N • • • • • • •• • • •• • • • • • • •• • W ZCJ� Miami Shores Village "lil ! AI ITDFRAL •7I :NOI1dIN0530 30Vd o 0 N CO Z m 0 0 m Ostrowski, John Dale 126 NW 104TH ST MIALMI SHORES, FL 33150 DEPENDABLE SHUTTER L1G1© GLASS 4741 Orange One. Davie, FL33314 Pfa. ur. 0 1411 01/09/2018 - 12:34pm internl V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING - INTERIOR ZONEJ4 PRESSURES Mean 7 Roof DESIGN PRESSURES (PSF) - Z E 4 Area of Opening (Sq F -- Height 10 20 30 40 I L 5 _ -49.1 -47.1 -45.9 -45.1 0 - 10 ft 1 I +45.3 +43.3 +42.1 +41.2 4 . 15 ft -52.7 -50.5 -49.3 -48.3 - -. _ +48.6 +46.4 +45.1 +44.2 +43.5 20 ft -55.4 -53.1 -51.8 -50.8 -50.1 +51.1 +48.8 +47.5 +46.5 +45.8 26 ft -58.0 -55.6 -54.2 -53.2 -52.4 +53.5 +51.1 +49.7 +48.7 +47.9 30 ft -59.5 -57.0 -55.6 -54.5 -53.7 +54.8 +52.4 +50.9 +49.9 +49.1 36 ft -61.4 -58.8 -57.4 -56.3 -55.5 +56.6 +54.1 +52.6 +51.5 +50.7 40 ft -62.5 -59.9 -58.4 -57.3 -56.5 +57.6 +55.1 +53.5 +52.5 +51.6 45 ft -63.8 -61.2 -59.6 -58.5 -57.7 +58.8 +56.2 +54.6 +53.5 +52.7 50 ft -65.0 -62.3 -60.7 -59.6 -58.7 +59.9 +57.2 +55.6 +54.5 +53.7 55 ft -66.1 -63.3 -61.7 -60.6 -59.7 +60.9 +58.2 +56.6 +55.4 +54.6 60 ft -67.1 -64.3 -62.7 61. +61.9 +59.1 +57.4 +56. INTERIOR ZONE*, EXTERIOR Zi? a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% i OF M AN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN (3,, a ROOF HEIGHT EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 -60.7 10 ft +45.3 15 ft 20 ft 26 ft 30 ft 36 ft 40 ft 45 ft 50 ft 55 ft I 1 rA n m z Ul ELEVATION ZZt'-LISdW-00 COPYRIGHT ENGINEERING EXPRESSO REMARKS DRWN CHKD DATE .1 +48.6 -68.4 +51.1 -71.6 +53.5 -73.4 +54.8 -75.8 +56.6 -77.2 +57.6 -78.8 +58.8 -80.2 +59.9 -81.6 +60.9 Area of Opening (Sq Ft 20 56.6 43.3 -60.7 +46.4 -63.8 +48.8 -66.8 +51.1 -68.5 +52.4 -70.7 +54.1 -72.0 +55.1 -73.5 +56.2 -74.8 +57.2 -76.1 +58.2 30 -54.2 +42.1 -58.1 +45.1 -61.1 +47.5 -64.0 +49.7 -65.6 +50.9 -67.7 +52.6 -69.0 +53.5 -70.4 +54.6 -71.7 +55.6 -72.9 +56.6 40 -52.5 +41.2 -56.3 +44.2 -59.2 +46.5 -62.0 +48.7 -63.5 50 -51.2 +40.6 -54.9 +43.5 -57.7 +45.8 -60.4 +47.9 +53.5 +52.7 -69.4 -67.7 +54.5 +53.7 -70.6 -68.8 +55.4 +54.6 -82.8 -77.3 -74.0 -71.7 -69.9 +61.9 +59.1 +57.4 +56.3 +55.4 tGHT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT \ak ISOMETRIC INIT ISSUE GSS TSB 03/05/12 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 UPDATES, 2017 FBC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS. OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 0 PLAN VIEW COMPLEX CORNERS WIND VELOCITY = 175 MPH EXPOSURE 'D' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE OPENING URE BELOW LEFT OR INFORMACIotI'P 1.1. ANY QUESTIONABLE_ ^5. \ IDENTIFY THE BUILDING M I FTC MEAN ROOF HEIGHT CANN 2.1. ALWAYS ROUND UP .2. VALID FOR ALL ROOIE S MRH<_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) RIOR.(ZONE 4) OR EXTERIOR (ZONE 5) PER THE Y�THERS. D THE MORE CRITICAL (EXTERIOR) ZONE T FROM THE LOWEST GROUND ELEVATION. IF PEAK (HIGHEST) ROOF HEIGHT. LE VALUE. EE AN ENGINEER FOR REDUCTIONS. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. WORST CASE CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS .41/43_11THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS 3y' ED-HEREI_N. FFERTA PRODD CERTIFICATION. REFER TO ANY SEPARATELY LS FO' 'ESIG kiE STALLATION INFORMATION AND APPLICABILITY ACCORDANCE WITH GOVERNING CODES. ANCES. HOST STRUCTURE. CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THIS SPECIFICATION DOES NOT SUBMITTED TEST CRITERIA AND OTH OF THESE TABLE VALUES WHICH IS TH Bt 11. ADHERE TO ALL LOCAL IMPACT ER 12. NO CERTIFICATION IS OFFERED FO'. 13. EXCEPT AS EXPRESSLY PROVIDE 1 HER C In m U, Z lAO m m--I mDGzlm Gfn73m�m r Z� � 2 C .8O m T. nnm21i1 --n 0 =z010m.5Dr,�C2rt' Ill Z O '-' V) mDD29r Dp .. (n V, r2172,- Dr - O 70 =0z�0yZmin�"' 21 rn -I 3 'Ll mp0GlfAA.H30G-04 n mZ�a�Zo�onz.r^ �1 O D Eri DO8,111me, ic>r51NT. lito�-I• zrz•AO1OMC tZSrn • noc OVI> "- n.0A > 0.>>•^mi 1r7•�� <zzx•zwe�✓3 .0• O .(/) rin D D 0F•S M Ut > IIpp u, 'D p Z vi rn A-1 Z m a C� z r -11A po (nmP=i O m O O • •R� .• ••. �• ••• • • 6TH EDITION FLORIDA BUILDING CQ£jE 2017• ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET • • • • • ASCE 7-10 • ••• • r� NGINEERING XPPEES ® coavoanie orricE: • 160 SW 12th AVENUE, SUITE 106 dE�2Fa.ECIVSEgCH,IFL 33442 • �" • • P1(954) 354-06E4 F: (9:�µ) 354-0443 • • • f CER: OF AtaTFRH8��5 • 4E: HBLL0fiCiNEiRING�iPRESS.COM ENGINEERINGEXPRESS.COM g,Lrc.7,0 ES fOE�SLOP �� 3. CALCULATE THE TRIBUTARY ARE E_ STION AS THE GREATER OF (HEIGHT DTH) OR THE SPAN LENGTH (HEIGHT}' ff``TT__�� F�EEGItIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 424 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material�fails to � perform in the accepted manner, the manufacturer will incur the expense of such•testirig and 4.1J may immediately revoke, modify, or suspend the use of such product or material with/11,04jurisd4tio. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Cranay Pronuct.Controj Section that this product or material fails to meet the requirements of the applicable loAling code. . This product is approved as described herein, and has been designed to comply yPitlt e Florida Building Code, including the High Velocity Hurricane Zone. .... . .... . .. (-DESCRIPTION: Series "238" Outswing Aluminum Casement Window - LZDJl�,• •• •• •• • • •• • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • .• • • . . APPROVAL DOCUMENT: Drawing No. W98-100, title eases- um Oetswing 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 IC dated108/30=`17,ptepared by A1-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 expiratzon'date Miami' Dade Cou SILE IMPACT RATING: Large and Small Missile Impact Resistan LABELING: ac ' -shall bca m. . rer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 Page 1 • • . • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing 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 J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . • along with marked -up drawings and installation diagram of a sei es 75009PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® acid Suu•9pacer® •, insulating glass spacer, prepared by Certified Test Laborafories, Test !Tort Ne. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesb.C.Pate1,P.E.• 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pes FBC TAS 772-94 2) Large Missile Impact Test per FBC, TAS 20g;94: : • • •. 3) Cyclic Wind Pressure Loading per FBC, TAS 2Q3-94 •••• along with marked -up drawings and installation diagram of a Series:7400 PV•C project • • out window, to qualify DuPont "Butacite" PVB interlayer: Duraseal®• WI* Super Spacer® insulating glass spacer, prepared by Certified Test Laburatoriesb E st Repo' • • No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, V.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per 1BC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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. (Submitted under NOA # 14-0506.01) c4/112.� Manuel Pe z, .E. Product Control E mer NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, 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. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading par.FB4, TAS.2Q2-94 • • 3) Water Resistance Test, per FBC, TAS 202-94•: • • '1 4) Forced Entry Test, per FBC 2411.3.2.1, and'T•it5202-94 .•• along with marked —up drawings and installation diagram ofil..a:itimintimicligemerft window, prepared by Hurricane Testing Lab., Inc., Test Re, its No. •H [J -008Q • ; • • • 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B ad.C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abr$1if,F.E. •••, (Submitted under NOA # 08-1010.02) • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20,411: .. • • 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. HFTI-08-2143, HLTI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-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. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel Pere Product Control Ex min r NOA No. 17- .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E — 2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. 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 NOA # 96-0417.03) C. CALCULATIONS • • . • • . • .. . .... 1. Anchor verification calculations and structural analysis, complsyax with MC.2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and's 'aced by Java Ahmad, P.E. (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 .... • . . . .... . • • .... .. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resourei • .. • • • ..•. • . )• .. • • • • ..• • • . . • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. CIALL'Uf0 Manuel Pere . .E. Product Control E.ner NOA No. 17-1918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS Statement letter of conformance, complying wi 11, 2014, issued by Al-Farooq Corporation, signe (Submitted under previous NOA # 14-0506 01) 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. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-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. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08 11d3; yiN •....• HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued bitticane • • • • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all s fetrand sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 1.i FBC- 5rti Edition (2014) ted April Ahmad, P.E. • •.• • • •.•• • • •. 5. Laboratory compliance letters for Test Reports No. HTL-0080.-4 96 HTL-0080-1107-98, issued by Hurricane Test Laboratory, In4'1I 103/06/96 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 FTL-144r,.iisued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. • . . .• . .. • • • • • • •.... • . • G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. (1/141 Manuel Pere Product Control Ex er NOA No. 17-018.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing 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 K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. . •.. D. QUALITY ASSURANCE •• ' . 1. Miami -Dade Department of Regulatory and Economic Resources RJR) E. • . MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amefi•a• jInc. fpr their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/11/15, exlftli b on 07/04/ 18 . ' •' •'• • •2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America Inc. fc,ffik'ir • "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 61/19/.1•7•, ox•piring on 07/08/19. .. . 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HT Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter . • • • • • • • ance, of complying witd BC 5' Edition (2014 with f no financial interest, 411gus+ , issued by , igned and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.T., approved on 09/17/15 and expiring on 10/26/18. Manuel Perq(z, P1E. E-5 er NOA No. 17-0518.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 Product Control E GENERAL WINDOW SECTIONS FLANGE FRAME SNUBBER AT IMPACT WINDOWS ONLY EXTERIOR INSTRUCTIONS' USE CHARTS AS FOLLOWS. STEP 1 STEP 7 STEP 3 STFP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACRY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY 70 ENTIRE Sr5ILM. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES WINDOW WIDTH VENT WIDTH WW-2" D.L. OPG. WY-7" 6" MAX. TIP. HEAD/SILL CORNERS 0 0 3 Z 3 -J .0 / I LT" 'I I � I / 11 \ II _ tt 11 K 1 \ / SURFACE APPLIED FALSE MUNTINS OPTIONAL MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42" 63" 84" 4 NOTES' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESITME BUILDINGED AND NSTALLEDSTRUCTA2Ey1UAT/1•Y:$.A0 i N: FE. • LIE. P •OODUC • •ADS TO ANCHORS SHALL BE CORMOSION RESINT, •P4CE6 AS•SHt�NN N 1ETAILS AND INSTALLED PER MANUFS INSTRMONIONY. SIECISEO CME/C1 T Q6 BASE MATERIAL SHALL BE BEYOND!MALL DRIESIN6 0a SiJCCO. • • • A LOAD DURATION INCREAS? IS UfEQ ¶J DEST)• OF RNCHORS IRTO NSOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT W/11 0 Fi ISSIMILAR M TEPIA 5 SHALL MEET THE REQUIREMENTS OF TILE 2/14/2617 FL0RI141117)G. 'CCdt & AD9iPtli 5A% <DS • THIS PRODUCT APPRSVAL•IS GESERIC .ANDeD•ES NOT•PROVIDE I•IFOWAT101 FOR A SITE SPECIFIC PROJECT, i.e. LIE SAFE. OF ' HIS PSDD1CT, •.DEOUOCY OF STRUCTURE RECEMNEPTHIS'PRODUCT MD •EALIN6 ♦ROUND.TPFyING F&j WATER INFILTRATION RE•JISTANCBPETC. • • • CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED 8Y BUILDING OFFICAL. 24 MAX. TYP. T HEAD/SILL TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK 8Y 'INTERLOCK' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" 3 74" 4 84" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. SE? 037117 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0916.11 Expiration Date 10/26/2023 By Min i /%la ade Proust o,07:1 JP�!.®f-) Tq,o 1"' 'P'UGENSF'•.. . 705 7E OF ONAL llllll Lllll U 0 0 I rn z 0 0CI 0 La 0 0 = N N 1f]^ N 3 NM 1 0 13 cz�N p o .- FAX. (305) 593-6592 0 a G ¢' n A 5- 0 5 2 ci 6 0 8 drawing no. W98-100 sheet 1 of 7 SNUBBER AT IMPACT WINDOWS ONLY 0 pfilIMENE 4 �em O VENT WIDTH WINDOW WIDTH EXTERIOR GENERAL WINDOW SF,CTIONS EQUAL LEG FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. D.L OPG. 2 1/2" VENT WIDTH WINDOW WIDTH • • •• • • WINDOW WIDTH CAM LOCKS 2 LOCK POINTS ALL SIZES 6, 0 MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW. HEGHT LOCK POINTS 42" 63" 3 84" 4 • • •• • • • • • • • • • • •• • • • •• • •• •• •.• • • • • • • • • •• • • • • • • • • •. •. . • •• • • o I 1j 3 � •• • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA•No. • • J7-0918.11 • E4ira on lit• 10/26/2023 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • VENT WIDTH WW-1 1/2" D.L OPG. r_ TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS SE? 0 Li 2217 6 AX. TYP. HEAD/SILL CORNERS SURFACE APPLIED FALSE NUNTINS OPTIONAL 24" MAX. TYP. AT HEAD/SILL MAX. WOW. HEIGHT LOCK POINTS 36" 2 56" 74" 84" 0 3 1 0 FAX. (305) 593-6592 in N • 7 0 drawing no. W98-100 sheet 1.1of 7 VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF 0R EQUIV. 13 05 CORNER K .060 THICK ST.EY STEEL Q./CORNER KEY .062 THICK ALUMINUM 2.075 768 2.215 2.465 .080 TYP. n 0 FLANGE FRAME 2.075 1.057 2.465 2.715 .080 TYP. IA EQUAL LEG FRAME 1.875 1.757 .090 TYP, .720 I —) 1.438 rI 1.222 --I O VENT 5/16" LAM. GLASS) 0 VENT INSUL. LAM. GLASS) ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE' ./SUPPLIER/REMARYS 1 CG1-373 4 FLANGE FRAME 8063-T6 INDALEX OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INOAI FX OR EQUIV. 2 CGI-378 4 VENT (5/16" LAM. CLASS) 6063-T6 INDALEX OR EQUN. 29 CGI-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX 0R EQUIV. 2C CGI-385 4 VENT (7/18" Lod. GLASS) 6063-T6 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 8 AP-425 AS RECO. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-K-190 AS REQO. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH ' 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 TIIICK LOCK KEEPER, AT FRAME JAMB FACING LOCK SI6LL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #'8 X 3/8" 5S SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" 55 SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4" SS SMS • •• • • • • • • • • • • •• • PRODUCT REVISED • • ahs complying with the Florida ull Ing Code OA-No. 17-0918.11 Expiration Date 1D/26/2023 •• ••• •• • • • •• By Mlam' • ade Product on • • • • • • •• ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • .9f 20 VENT 7/16" LAM. GLASS) SERIES-238 ALUM OUTSWING CASEMENT WDW. COMP-ANL\W98-100CGI O CGI-375: OGEE GLAZING STOP 753 .808 II II .830 II .617 F- 3A CGI-396: SQUARE GLAZING STOP �\ •IIPP N"••YJ\i 70592 - �7 ' • NA.. \ 11111111� i L 2017 r 0 S A v c drawing no. W98-100 (sheet 2 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/6" ANN. GLASS -INTERLAYERS- G' .090" Soflex Clear And Color Glass - By 'Eastman Chemical Co.' - .090" Trosifol PVB By 'Kuraray Americo, Inc.' 1/8" ANN. CLASS 5/16" NOMINAL GLASS TYPE SILICONE GE-1200 DOW 995 DOW 899 /16" ANN. GLASS 3/16" HEAT STREN'D GLASS .075" Soflex CP With PET Cora By 'Eastmon Chemical Co.' .090" Soflex Clear And Color Class By 'Eastman Chemical Co.' .090" SentryClas By 'Kuraray America, Inc.' .090" Trosifol PVB - By 'Kuroray America, Inc.' 3/16" HEAT STREN'D GLASS .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Gloss By 'Eastman Chemical Co.' INTERLAYERS- _ .090" SentryGlas By 'Kuroroy America, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc.' -3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' 'RFORMANCE VALUES OF IMPACT RESISTANT WINDO115 NO SHUTTERS REQUIRED REFER TO SHEETS 6 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) TNT. (-) EXT. (+) 1NT. (-) 20" 24' 28' 30' 32" 36' 40' 42' 35, 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107,9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20' 24" 28' 30" 32' 36' 40' 42" 42" 110.0 186.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24' 28' 30" 32' 36' 40' 42" 48" 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 B0.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69,4 110.0 120.0 60.0 60.0 20' 24" 28' 30' 32' 36' 40' 42" S4, 110.0 129.5 110.0 195.0 110.0 195.0 98,0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 60.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE GE-1200 DOV 995 DOW 899 INTERLAYERS- 7/16" NOMINAL GLASS TYPE '6' SILICONE GE-12D0 DOW 995 DOV 899 SQUARE BEAD OPTIONAL -- ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS RFOUIRFD REFER TO SHEETS 5 TNRO 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEER 5 1Mi0 7 FOR INSTALLATION 9E003 WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DINS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH 20" 24" 28" 30' 32" 36' 40' 42' 20' 24" 26' 30' 32' 36" 40" HEIGHT 60" 66" IXT. (+) 98.8 1NT. (-) 112.6 IXT. (+) 110.0 INT. (-) 195.0 EXT. (+) 110.0 1NT. (-) 195.0 85.8 95.4 110.0 195.0 110.0 120.0 76.7 63.3 110.0 120.0 110.0 120.0 73.2 70.2 77.7 72.8 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 86.7 86.7 60.0 110.0 60.0 195.0 60.0 110.0 50.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 84.2 64.2 110.0 120.0 110.0 120.0 60.6 575 60.6 57.5 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 20' 24' 28' 30" 32" 36' 72" 66.4 66.4 56.1 56.1 110.0 110.0 195.0 120.0 110.0 110.0 120.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 46.0 48.0 110.0 120.0 110.0 120.0 WIDTH HEIGHT 19-1/8" 26-1/2" 37" 42" 19-1/8" 26-1/2' 37" 42' 19-1/6" 26-1/2" kirl 42" 19-1/8' 26-1/2' 37' 42' 19-1/8" 26-1/2" 37" 26' 38-3/8' 0-5 63" 74-1/4" EXT. (+) 110.0 110.0 110.0 110.0 98.5 86.8 110.0 99.7 C7-4.7 7 1NT. (-) 195.0 195.0 190.6 137.5 98.5 86.8 96.7 74.9 50.0 63.0 46.6 144.5 104.3 65.8 104.2 77.9 60:0 83.0 46.6 52(T. (+) 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 60.0 110.0 110.0 1NT. (-) 195.0 195.0 195.0 * 195.1 195.0 194.5 120.0 195.0 195.0 120.0 120.0 195.0 120.0 120.0 60.0 195.0 120.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 60.0 110.0 110.0 1NT. (-) 195.0 195.0 195,0 * 195,0 195.0 120.0 .120.0 195.0 195.0 120.0 120.0 195.0 120.0 120.0 60.0 120.0 120.0 59.8 59.8 59.8 59.8 43.8 43.6 110.0 120.0 110.0 120.0 37" 77" 56.3 56.3 56.3 56.3 60.0 60.0 60.0 60.0 32' 36" 76" 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24' 25" 30' 32' 20" 24' 28' 30' 32" 78" 84" 52.0 52.0 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 41.5 38.1 41.5 34.9 34.9 110.0► • 1II0 60.0• `:a 110.0 171.• • 120.0' 60.l• 120.0 • toy 1•D.0• 910.0 • •• IP.D • 124.0 E0.0• 100.00 •20., '•-'1' 12d.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 481?• •4S3 • • • • •F8.3 • • �.3 NOTE: • • • • • • LOAD/AREA LIMITS • • • • • • , • FOR +110.0, -120.0 PSF = 416.34 iQ. FT. • +110.0, -195.0 PSF = 10.00 SQ. FT. • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • •• • • • * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B 15 USED ** * SIZE 37" X 77" APPLICABLE TO RANGE FRAME ONLY SEE SHEET 1 PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0918.11 Expiration Date 10/2023 By Mlam Dada Product Co SED 0O,:3 I \``\ 111uI1nf it_ ,l �� 'A. O VCENSOc"• . OF ‘91oNAL 0 U v 9 0 U 0 01 3 v '4 0 c drawing no. W98-100 (sheet 3Of 7') • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .075' Saflex CP With PET Core _ By 'Eastman Chemical Co.' .090' Soflex Clear And Color Glass - By 'Eastman Chemical Ca INTERLAYERS- .090" SentryClas By Kuraray Americo, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL2/T BLOCKS ST. STEEL BY 'CARDINAL' + ETR11E BLOCKS OR. ` 2/LITE LRE OR I ((( 2 LITE DURASEAL BY 'QUANEX' EPDM DURASEAL BY 'QUANEX' EPDM OR DUROMETER 85t5 0R DUROMETER 85t5 SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' 3/4" INSULATED GLASS TYPE '2A' 1/8' TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS - .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass - By 'Eastman Chemical Co.' INTERLAYERS- .090" SentryGlos By 'Kura ray America. Inc.' _ .090' Trosifol PCB By 'Kuraray America, Inc.' 1/8' TEMP. GLASS SILICONE GE-1200 DOW 995 DOW 899 GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHFE1S 5 1HRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 '1HRU 7 FOR INSTALLA10N DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTAUArSN DETAILS WINDOW DIMS. GLASS TYPE 'EA' GLASS TYPE '36' WINDOW DIMS. 01.ACS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE 'EA' GLASS T1TE '3A' WIDTH HEIGHT En. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20" 24' 28" 30" 32' 36' 40' 42" 36" 110.0 194.3 110.0 195.0 20" 24" 28" 30' 32' 36" 40" 42" 60, 98.8 112.6 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 26-1/2' 110.0 203.0 110.0 195.0 85.8 95.4 110.0 120.0 110.0 161.9 110.0 195.0 37" 26, 110.0 145.4 110.0 195.0 76.7 83.3 110,0 120.0 110.0 138.8 110.0 195.0 42" 110.0 128.1 110.0 195.0 73.2 77.7 110.0 120.0 110.0 129.5 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 121.4 110.0 195.0 26-1/2' 110.0 137.5 110.0 195.0 64.8 64.B 110.0 120.0 107.9 107.9 110.0 195.0 37" 38-3/8' 98.5 98.5 110.0 120.0 60.0 60.0 - ' - 97.1 I 97.1 110.0 120.0 42" 86.8 86.8 110.0 120.0 60.0 60.0 - - 92.5 925 110.0 120.0 20" 24" 28' 30' 32' 36" 40" 42" 42, 110.0 165.5 110.0 195.0 20' 24' 28' 30' 32" 36' 40" 66" 86.7 86.7 110.0 169.0 19-1/8' 110.0 144.5 110.0 195.0 26-1/2" 99.7 104.3 110.0 195.0 73.4 /3.4 110.0 120.0 110.0 138.8 110.0 195.0 37" 50-5/8' 74.7 74.7 110.0 120,0 64.2 64.2 110.0 120.0 110.0 118.9 110.0 195.0 42' 65.8 65.B 110.0 120.0 60.6 60.6 110.0 118.2 110.0 111.0 110.0 195.0 57.5 57.5 110.0 112.2 19-1/8" 96.7 104.2 110.0 195,0 104.1 104.1 110.0 120.0 26-1/2' 74.9 77.9 110.0 120.0 60.0 60.0 - - 92.5 92.5 110.0 120.0 37" 63" 60.0 60.0 110.0 117.0 • 60.0 60.0 - - 83.3 83.3 110.0 120.0 42" 60.0 60.0 - - 79.3 79.3 110.0 120.0 20' 24" 28' 30" 32" 36"• 72, 66.4 66.4 110.0 120.0 56.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 20' 24" 28" 30' 32" 36" 40' 42' #8, 110.0 145.7 110.0 195.0 26-1/2' 74-1/4" 46.6 46.6 90.9 90.9 48.9 48.9 95.3 95.3 110,0 121.4 110.0 195.0 37" 59.8 59.8 - - 46.0 46.0 89.8 89.8 104.1 104.1 110.0 120.0 43.6 43.6 85.0 85.0 3i • a ; • 513 37 •56.3 - 97.1 97.1 110.0 120.0 60.0 60.0 - - ••♦T- • • • ♦ • • • • • * LIMIT MA)• LOAD* CO •714/1 PSG I • ('� • WHEN OAT] NOlhtti LOW ' 'NFTIR(PCK 90 16 USED • • • • • • • • • • • • • • • • • • • • ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLI SEE SHEET 1 • • • • • • • • • • 1 • • • • • • • • • NO?E: • • • ♦ • • • • • •• • • ♦ LG4%AREA LIAR _ S • • • • • FO +110.0, -120.e PSF = 1%.34 Se. FT. +110.0. -195.0 PSF = 10.00 50. FT. 91.1 91.1 110,0 120.0 80.9 80.9 110.0 120.0 32' 36" 76" 60.0 60.0 - - 60.0 60.0 - - 72.8 72.8 110.0 120.0 69,4 69.4 110.0 120.0 20" 24' 28' 32" 79' 52.0 52.0 101.3 101.3 43.8 43.8 85.4 85.4 20' 24' 28" 30' 32' 36' 40" 42" S4' 110.0 129.5 110.0 195.0 38.1 38.1 74.3 74.3 98.0 107.9 110.0 195.0 60,0 60.0 - - 92.5 92.5 110.0 120.0 84.4 86.3 110.0 120.0 20' 24' 28" 30' 32" 84" 41.5 41.5 80.8 80.0 34.9 34.9 68.0 68.0 80.9 80.9 110.0 120.0 54.5 54.5 - - 71.9 71.9 110.0 120.0 512 51.2 - - 64.8 64.8 110.0 120.0 48.3 4e.3 - - 81.7 61.7 110.0 120.0 SQUARE BEAD OPTIONAL ALL GLASS TYPES PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26(2023 By y Miam ado Product C NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 C' P 0 3 n i7 N, 70592 4.0 U ro a I 0 8 c 10 0 .0 `0- o° N R 8 drawing no. W98-100 sheet 4 of 7 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • 41 • • • • • SEALANT e 1' MIN 2-1/2' MIN. INSTALLATION TYPE '1' INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8' WOOD BUCK TYPE '1' MATFRIAI: PRESSURE TREATED TYPICAL INSTALLATION DFTAII ON ALL FOUR SIDES/USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION vv � O 1" MIN. 2-1/2" MIN. INSTALLATION TYPE '2' 2 1/8" MIN. WOOD BUCK TYPE '2' MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8' BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 2 7/8' WOOD BUCK TYPE '3' MATFRIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1' X 3/4" X 1/8' 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL R �[J�ST WQ� II ON ALL G SIE� Uo �N W • • • • • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • •• ALT, ANCHOR LOCATION • • • • • • WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES .1/8' THK MIN. ATTACHMENT TO METAL STRUCTURES -1/8" MIN. T ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED es complying with the Florida Building Code NOA-No. 17-0918.11 Ex • !ration Date 10/26/2023 0 p w vv, O ry a �^ rn N 0 3 NM 1 UO Z O _ n _ O 5 0 p Q J LT H COMP -ANL\W98-100CGO FAX. (305) 593-6592 a 0 3 8 drawing no. W98-100 sheet 5 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL, LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '1' 3/8" WOOD BUCK TYPE '1' MATFRIAI PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION vv d 1' MIN. 2-1/2" MIN. INSTALLATION TYPE '2' n$ 2 1/8' MIN. WOOD BUCK TYPE '2' MATFRIAI • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 2 7/8" WOOD BUCK TYPE '3' MATFRIAI• PRESSURE 1REATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE 'g'• • • • • • 10D VCR TY '4' • • • • h4T Rwl RE�SURi TRIATED • • •• • • • • • TYPICAL INS?/8.LATICl/ DrA . : •• • • : • • • ON ALL FOUR/ 61DE9✓/J*ING 4Y9OD • • • • • • ••• •• ••• • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/E' THK. MIN. z ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 By Mlam ado Product Con 10111111,,, ��•' VOEN&F Np.70592 _ 5 - 'yHi/TTE OF 14/: fa4.0 COMP -M!L\W98-100CG1 J 8 a c 0 8 38. FAX. (305) 593-6592 a m 8 8 8 0 8d s 8 drawing no. W98-100 (sheet 5.1 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • �U R. 1111 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR OETNLS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS 12/0 SHEAR CLIP ANCHORS WITH meat CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17' 0.C. AT 10" 0.C. WINDOW DIMS. AT 17' 0.C. AT 10' O.C. AT 17' 0.C. AT 10" 0.C. WINDOW DIMS. AT 17" O.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 tj MIAMI, FLORIDA 33173 (C.A.N. 3538) l TEL (306) 264-6100 FAX. (305) 262697E COMP-ANL\W98 WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EM.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 195.0 195.0 154.8 195.0 32' 133.2 195.0 76.4 122.2 19-1/8" 195.0 195.0 149.4 195.0 . 20' 195.0 195.0 129.0 172.0 36' 76, 118.4 189.5 67.9 108.6 26-1/2" 26' 195.0 195.0 107.8 161.8 24' 28" 192.9 195.0 110.6 147.4 20" 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 180.0 195.0 103.2 137.6 24 173.1 195.0 99.2 158.8 19-1/9" 195.0 195.0 151.9 195.0 30' 36, 168.8 195.0 96.8 129.0 28" 78' 148.4 195.0 85.1 136.1 26-1/2" 38-3/8" 191.2 195.0 109.6 146.1 32" 36" 150.0 195.0 86.0 114.7 30" 138.5 195.0 79.4 127.0 37' 136.9 182.8 78.5 104.7 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 119.1 19-1/8" 195.0 • 195.0 153.5 191.9 40^ 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2"--.�+� - 0/8' 193.2 0 110.8 138.5 42" 20' 195,0 195.0 132.7 176.9 24" 195.0 195.0 110.6 165.9 C3'J C ..4 173.0 79.3 99.2 192.9 195.0 110.6 147.4 28" 84, 165.3 195.0 94.8 142.2 19-1/8" 195.0 195.0 123.3 195.0 24" 165.3 195.0 94.8 126.4 32" 154.3 195.0 88.5 132.7 26-1/2" 155.3 195.0 89.0 155.8 28' 154.3 195.0 88.5 117.963' 37" 111.2 194.6 63.8 111.6 30" 32" 42" 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 128.6 171.4 73.7 98.3 19-1/8" 195.0 195.0 130.8 195.0 36' 115.7 154.3 68.3 88.5 26-1/2` 74-1/4' 164.7 195.0 94.4 151.1 11 SERIES-238 ALUM MOWING CASEMENT WDW. CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX, (305) 593-6592 40' 42' 110.2 63.2 84.2 37' 117.9 188.6 67.6 108.1 20' 195.0 .146.9 195.0 154.8 193.5 24' 195.0 195.0 129.0 161.3 28" 192.9 195.0 110.6 138.2 30" 180.0 195.0 103.2129.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 32' 48" 168.8 195.0 96.8 120.9 KWIK-CON II BY 'HILT!' KSI, Fy-/57 KSI) 36` 150.0 167.5 86.0 107.5 1/4 DIA. (Fu-i 63 135.0 168.8 77.4 96.8 4 CIA. ITRA- CON BY 'ELCO' (Fu-Xj KSI, Fy4155 KSI) 40' 42' 128.6 160.7 73.7 92.1 868-BHG1E$-�RJM@e�STRUCTURES 20' 195.0 195.0 137.6 195.0 1-1/2" MIN. PENETRATION INTO WOOD 24' 195.0 195.0 114.7 172.0 THRU 1BY BUCKS INTO CONC. OR MASONRY 28' 171.4 195.0 98.3 147.4 1-1/4" MIN. EMBED INTO CONC. 0R MASONRY 30` 160.0 195.0 91.7 137.6 �, 150.0 195.0 86.0 129.0 Am DIRECTLY INTO CONC. OR MASONRY 32' 35' 133.3 195.0 76.4 114.7 1-1/4" MIN. EMBED INTO CONC. 0R MASONRY 40' 120.0 1B0.0 68.8 103.2 Friall 4;14 GRILLING SCRFWS 2 090) f -- • .hill . EOn�{U®�J 2 e©00©E H 02.26.13 REV. PER RER COMMENTS I 04.25.14 GENERAL REVISION K J 08.04.30.10.15717 NOUPOATFCHANCE 70'1 SHEET D TO 2017 FBC 42" 114.3 171.4 65.5 98.3 SMS OR SFI F (GRADE 20' 195.0 195.0 123.8 lass INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") 24" 180.0 195.0 103.2 154.8 INTO METAL STRUCTURES 28" 154.3 195.0 88.5 132.7 STEEL 1/6" THK. MIN. (Fy 36 KSI MIN.) 30^ 144.0 195.0 82.6 123.8 ALUMINUM 1/6" THK. MIN. (6063-T5 MIN.) W/0 SHEAR CLIP ANCHORS WITH SWEAR CLIP 32" 80` 135.0 195.0 77.4 116.1 INCURS STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 36" 1zo.0 180.0 fia.fi 103.2TYPICAL EDGE DISTANCE 40" 108.0 162.0 61.9 92.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 42" 102.9 154.3 59.0 88.5 INTO WOOD STRUCTURE = 1" MIN. 20' 195.0 195.0 140.7 195.0 INTO METAL STRUCTURE = 3/4" MIN. 24' 195.0 195.0 117.3 164.2 29' 175.3 t 95.0 100.5 140.7 • •• •• •• •• •• •• •• •• •• CONItIR•TE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 30" 66` 163.6 195.0 93.8 131.3 • CAO HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • • • 32" 153.4 195.0 88.0 123.1 • • • • {IV IIi! m i v e B ?• v c 36° 136.4 190.9 782 109.5 • asRcomplyingODUCT REVISED Eh the Florida �\{l�n ,64i!/7j77// 40" 122.7 171.8 70.4 98.5 • • • • • • • • • • • • Building Code PNi.•" .g^'r•1' ' �{OENS�c •, 195.0 195.0 129.0 1 B0.6 NOA-No. 17-0918.11 20^ 24' 167.5 195.0 107.5 1505 Ex iratlon Date 10126/2023 No.70592 _ 28' 72' 160.7 195.0 92.1 129.0 • ••• •• ••• • ••411,y ii - 30' 150.0 195.0 86.0 120.4 • • • • • • • • • Miam ode Product C ntr drawing 00. 11, /98_ 1 00 i 32" 140.6 195.0 80.6 112.9 • • • • • • • • • • • • • • • • • • • 90'- 36° 125.0 175.0 71.7 100.3 t) „)_,� 1 O '••, • • • • • • • • • • • • .: �i ,.� //�s r..,_.•��.a • • • • • • // • ` 7j"iiiiiitION s sheet 6of 7 ) 000 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • = PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3588) C TEL (305) 264-8100 FAX (305) 262.6828 (3 o_ OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALTATION ANCHORS . REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES ' USE LOWER APPLICABLE VALUES. m >3 2 (�j TENDOT DIMS. W DI WINDOMS. TINOOT DIMS. WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) TNT.(-) - 20" 110.0 195.0 20" 105.8 120.0 19-1/8" 110.0 195.0 24' 110.0 195.0 24" 90.9 120.0 26-1/2' 110.0 195.0 28" 110.0 188.5 28' 80.5 110.3 37" 26, 110.0 184.2 30" 110.0 182.4 30' 76, 76.3 104.7 42' 110.0 152.4 32' 36" 110.0 179.5 32" 60.0 60.0 19-1/8" 110.0 195.0 36" 110.0 177.3 36" 60.0 60.0 26-1/2" 110.0 172.6 40" 105.8 145.1 20' 102.7 120.0 37' 38-3/6' 110.0 156.3 42' 97.0 120.0 24" 88.2 120.0 42" 95.7 120.0 20" 110.0 179.5 28' 78' 77.9 120.0 19-1/6" 110.0 195.0 24" 110.0 159.6 30° 73.9 101.3 26-1/2" 50-5/8' 110.0 154.7 j 28' 106.9 146.6 32' 60.0 80.0 37" 94.0 120.0 - 30° 103.5 141.9 20" 110.0 120.0 42" 89.8 120.0 I 32" 42, 100.7 138.1 24" 97.0 120.0 19-1/8" 109.3 ' 149.9 36" 97.0 120.0 28' 84' 85.5 117.3 26-1/2" 84.8 116.2 SERIES-238 ALUM OUISM1NG CASEMENT WDW. (LM.L)J r CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 40' 95.2 120.0 30' 60.0 60.0 37` fi3" 67.9 93.1 I #14 SMS j 42" 95.0 120.0 32" 60.0 60.0 42° 60.0 60.0 �,I ''',,,j AT 6" FROM ENDS 20" 110.0 195.0 ,9-7/8' 110.0 154.8 ci 17" 0.C. MAX. AT JAMBS41,51 24" O.C. MAX. AT HFAD/SILL 1 24" 110.0 177.3 26-1/2" 74-1/4" 86.4 118.5 �' I I� #14 SMS 2 110.0 160.9 -1 60.. 60.0.AT I,,vJI 6" FROM ENDS " 30" 30" 110.0 154.8 19-1/8" 109.9 120.0 LilULJ I�(U),J 1O.C. MAX. AT HE JAMBS 24" O.C. MAX. AT HEAD/SILL 32" 4B" 109.1 120.0 26-1/2" 76' 64.0 115.2 h V w `� 441 36' 103.5 120.0 37" 60.0 60.0 N ^LL'��L� n hr��� 40" 99.8 120.0 19-1/8" 108.3 120.0 - L g 42" 95.0 120.0 26-1/2" 77' 82.7 113.4 i �Y.�.!♦ a = I_MOIt :a ' X 20" 110.0 174.1 3T 60.0 60.0 - 1110/L4J - MIN I \Y 110.0 152.0ff.. •• iI 24' NNW MON 30" 95.5 120.0 < 30' 95s 120.0 °d :. `1°I. 32" 54• 91.9 120.0 'd h 36' 86.2 118.2 ° - " °- � TYPICAL ANCHORS NPE 'A' OR 'B' �1/\ TICAL ANCHORS TYPE 'C' ( o ° REV. PER REA COMMENTS GENERAL REVISION NO CHANCE THIS SHEET UPDATED TO_ 2017 FBC > 40" 82.2 112.7 AT 6" FROM ENDS AND 17" 0.C..MAX. AT JAMBS AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 80.6 110.5 2 1/2" MIN. I 17" O.C. MAX. AT HEAD/SILL 24" O.C. MAX. AT HEAD/SILL 42' EDGE DIST. 1" IN 20" 110.0 153.2 24" 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 26" 82.8 113.5 2B1' WOOD BUCK OR WOOD STRUCTURES A - 1/4" DIA. KWIK-CON II BY 'HILT!'(Fu=163 K51, Fy=157 KSI) 3z" 60, 79.4 oos TYPICAL INSTALLATION DETAIL PRODUCT REVISED 36" 73.9 ,01.3 DIRECTLY INTO CONC. OR MASONRY as complying ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM Building with the Florida Code 40" 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY NOA-No. 17-0918.11 r..�," 5 42" 60.0 60.0 B - 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 K51, Fy=155 KSI) Expiration Date 10/26/2023 20' 110.0 171.0 omp" 24" 107.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2.500 •• • • • • • • Miam a e pro Co 8©�©� 30" 66` 913 120.0 .os5-szp-• 5♦• I• • • • • • • • dat e, 12-04-98 t" 1/2• _ I [dr. by: T4910 [chk. by: 32" 673 119.7 C - A14 SMS (GRADE 2 CRS) 562 •125 71 T�®1 y7j777 3B' 60.0 50.0 • • • • • 40' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD i.a36--I P�' )• 'V,GENSF •'•• 20" 110.0 154.5 .125 '9� N0. 0592 �_ 24" 97.0 120.0 TYPICAL EDGE DISTANCEt!'••'� 66.0 117.9INTO fr,.''�.f.• CONCRETE AND MASONRY = 2-1/2" MIN. • AiUM1t�1M BUCY•• •s TONAL. yy �• - 28" 3D" 72' e1.7 20 _ • • 60E3-T6 • • • 6063-0T6 • • .C'. `'. •. IN\ N70 WOOD STRUCTURE = 1 ° MIN.•• • • • •• • • • • • -' G J �y� OF ( drawing no. W98-1 00 ` 32" 77.9 106.9 • • • • • • • • • • • • ,!c[ 101;.•' mil(/ % 36" 60.0 sD.D CONCRETE AT HEAD, SILL 0R JAMBS f'c = 3000 PSI MIN. • • • • • • .• C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm m 2000 PSI MIN. •/7i SIONA- et 7 of ' , SheJ �y iiit1111111` • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shaII 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 jnaterial fails to perform in the accepted manner, the manufacturer will incur the expense of su cl. testin�ana It)'ie AHI may immediately revoke, modify, or suspend the use of such product or material •v►ithm them �nris�iction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dadentitity ProdtleContro'l Section that this product or material fails to meet the requirements of the applicably bu31•dtng code. ' MIAMI--DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy . • . This product is approved as described herein, and has been designed to comply .z l she Flo $4.zilding•••` Code, including the High Velocity Hurricane Zone.• •• • ESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window•- ..I) . •:. • • — P : Drawing No. W10-18, titled "Series en me m. Horii. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 04/29/16 withte r en "H: dated 09/05/17, prepared by AI-Farooq Corporation, signed and sealed by Javad WA, P. E.,tegring the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number aiil.847iration date by the Miami -Dade County Product Control Section. SSILE IMPACT RATING: Large and Small Missile Impact Resista LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI-DADE COUNTY APPIROVED Z r NOA No. 17-0918.09 xpiration Date: September 22, 2020 Approval Date: November 02, 2017 Page 1 . • • • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS • • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform. Static Air Pressure Test, Loading'r2'r•l'BC, TAS•202-94• • 3) Water Resistance Test, per FBC, TAS 202. Lr' • • 4) Large Missile Impact Test, per FBC, TAS 2A1.9.4 • .. • • 5) Cyclic Wind Pressure Loading, per FBC, TA2,03-94. :..' 6) Forced Entry Test, FBC 2411 3.2.1, TAS 2(i2v4 • •, along with marked -up drawings and installation diagram of a series 121. • • • • aluminum horizontal sliding window, prepared by Certified• ��st •Laboratories, Tegl • • • Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Rameeh'C' Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) E-1 7 orge M. Plasencia, P. E. Prodtict Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.. (Submitted under previous NOA No. 15-0512.05) • . • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • •' : • • • • 2) Uniform Static Air Pressure Test, Loadingve4Ft3C, TAS•262-94 3) Water Resistance Test, per FBC, TAS 202'94"• ' • 4) Small Missile Impact Test, per FBC, TAS QQ is • • 5) Cyclic Wind Pressure Loading, per FBC, 3:A,.S•203-94. .. 6) Forced Entry Test, FBC 2411 3.2.1, TAS 20 •• • • • • along with marked -up drawings and installation diagram: bf: h: series `Sentinel" aluminum horizontal sliding window, prepared by Hurricane: Te .t Laboi atoro, LLq, Test Report No. HTL-0080-0102-10, dated 06/04/10, signeel.ed:sealed.by.Vinu t. • • • • .• Abraham, P. E. (Submitted under NOA No. 10-0510.12) • • • • • • • C. CALCULATIONS 1. - :. erification calculations and structural analysis, complying wit BC 5rn� 4), prepared by Al-Farooq Corporation, dated 09/17/15 revised on , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E--2 • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of confoiniance, of complying wi 2. 3. 4. • of no .• financial interest, dated 08/17/15, issued by AI -Far sealed • •: • by Javad Ahmad, P. E. Laboratory compliance letters for Test Report No. CTLA-30PI, dated 4%7,�07/1 S; • • • issued by Certified Test Laboratories, signed and sealed by Ramesb..C. Patel, �'.. E • • • Testing Proposal issued by the Product Control Section, datod•04/08/1 aigned b34... Jaime Gascon, P. E., Section Supervisor. Laboratory compliance letters for Test Reports No.'s CTTLA'3056: dated' • • • • 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056'` C, slated Q4/1.6/15, ail' • • •; issued by Certified Test Laboratories, all signed and sealed by Ramesh C..12afed7P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) . • • • • • G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. E-3 //forge M. Plasencia, P. E. Proaact Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS • • • • • • • .• • •••• 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Americ •Inc. fof•4lvezr "Trosifol® Ultraclear, Clear and Color PVB Glass Interlafffrelated 01/19/17, .... . 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amczj Jnc. fpr tvir • • "SentryGlas® (Clear and White) Interlayer" dated 06/25/1 i, expiring oal]7/t4/18 3. Notice of Acceptance No. 17-0712.03 issued to Eastman CheritlatCompany (MA) • for their "Saflex CP - Saflex and Saflex HP Composite G1as's Intel-Iayeh �rCth PET' • • • • • • • . . • .• . ..• . •. . • 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Com tyTMA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. •• • expiring on 07/08/19. Core" dated 09/07/17, expiring on 12/11/18. F. STATEMENTS 1. St. tter of conformance 08/30/17, issued by A G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr ' i uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017. E-4 TYPICAL ELEVATION 2 n 6" D.L OPG. 1 1 1 �� II II II II li 8 II 6 i 5 FALSE MUNDNS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX. B" ADDL. ANCHOR REDO. 32 7/8" �� AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS 6 3/8.AD/SILL VENT WIDTTH AT FLANGE Sc FLANGE ADAPTOR FRAME 110" HEAD/SILL BUCK WIDTH 5" MAX. T7P. MTG. STILE 13 5/16" MAX. HEAD/SILL BUCK HEIGHT 58 1/2" O.L OPG. it II II F II II F II • C �r I I B [ / FALSE MUNRNS (SURFACE APPLIED) OPTIONAL 32 7/8" 32 7/8" D.L OPG. 36 3/8' VENT WIDTH D.L. OPG. FIN FRAME 1,0; mtt w u e 5 1/2" MAX. BUCK WIDTH 5" MAX. HEAD/SILL TYP. IIIMTG. STILE BUCK HEIGHT 5Bi/2" D.L. OPG. O I __I t I F II II II II x II 1 ll - 1 1 I . yl� JL II II v C w s 8 (i it Ii 7 t- FALSE MUNTINS (SURFACE APPLIED) t 32 7/8" : 32 7/8" ADOL ANCHOR RE AT CENTER OF D.L. OPG. FIXED OR OPE ABOVE 30" PANEL AT HEAD/RLL OPTIONAL D.L OPG. 36 3/8" EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE Si SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIA.MI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDmON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTAW_SO 44/1J.TEl•Y TQ TRAI•'FER AIpPLIILD PROD LOADS TO THE BUILDING `STRUCTURE. • • • • • • • • • ANCHORS SHALL Be CORROSION•RESIMAST, SPAGSD .6 SSOWS ON DETAILS AND INSTALLED PER 768NUF'S•IIETRIIICTIWS. EPE•IFIEi f1�EDME IT TO BASE MATERIAL SHALL BE• •B&OND lWAL DRESSING•:A •TU060. • • A LOAD DURATION INCREASt IS �SED lP•1•DESIGR OF $CHERSSFI•0 WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CO CT QQTHER DIS$PR TLRIALS SHALL MEET THE REQUIREMENT%0FF•THE�421-4/2017 ITL 0A C CODE .dADOPT!4*ANDARDS. THIS PRODUCI•APISiOVA••IS GENERI• •ND DORI NOT PR IDE•NFO TION FOR A SITE SPEMFIC PR•JECT. So. •IFE06AFEio OF EIS O CT, EOUACY OF STRUCTURE RE•ENINS i11S PROSUCTSAND SWING` UNiOPE 1 FOR WATER INFILTRATWN RESISTANCE ETC. • �. •� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANAL7LED SEF.RATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 2 Q0. ALL PANELS RABLE WIDTHS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Da a 09/22/2020 By Miami • "• e Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT tt tlluI17 /o 7r>:2 J� m c U a O v UPDATE TO 2017 FBC 2 11, O 5 drawing no. W10-18 sheet 1 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • • it • • • • • • • • • •• •• 111" t w,L. LL.s... . i w.. 6' MAX- FLANGE WIDTH 5' MAX. HEAD/SILL TYP. vv MTG. STILE 63" FLANGE HEIGHT 58 1/2' D.L OPG. am i it III F ,1 r 1 VP 2' .1~ _ 1 FALSE MUNTINS (SURFACE APPLIED) 24 1/2" ADDL. ANCHOR REDD. AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. 28" D.L OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" 5 1/2' MAX. BUCK WIDTH 13 5/16" MAX. 5' MAX. TYP. HEAD/SILL HEAD/SILL ® MTG. STILE • u II I I BUCK HEIGHT 58 1/2" VENT HEIGHT 55 3/4" D.L. OPG. s'yF az 6 ^O I! / / I FALSE MUNTINS / (SURFACE APPLED) 24 '- 1/2" - l-- 49 5/8" OPTIONAL D.L OPG. 28- D.L OPG. VENT WIDTH FIN FRAME 0 110" 5 1/2" MAX. FLANGE WIDTH 5" MAX. HEAD/SILL TYP. faMTG. __/ STILE VENT HEIGHT 55 3/4" D.L. OPG. li 0 n 41 1 __JL___ QII —e II })_ fit__ s _ - 1 - 'I I Ii% i- /rat FALSE MUNTINS / (SURFACE APPLIED) --// 24 1/2" I; 1. 49 5/6" ADDI. ANCHOR RED pT CENTER OF ALL OPTIONAL D.L. OPG. 28' D.L. OPG. FIXED OR OPERABLE ABOVE 30' PANEL 1 AT HEAD/SILL •• • • • • . • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • ••• • • •• • • • • • • • • EQUAL LEG FRAME PRODUCT REVISED plying with the Florida Building Code • • • • NOA-No. 17-0918.09 • • • • • • Expiration Date t 9/22/2020 • • • • • • • • • • • • • • • • • By - t/ • • • • Miam roduct Control PANELS !DINS ray-U SERIES SENTINEL 120 ALUM HORQ. SWING 050. (LLLI./S.M.L)] FAX. (305) 593-6592 J drawing no. W10-18 sheet 1.1 of 11 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL R.D. MTG. RAIL GLASS TYPES 'A'8'A1', '8'8'81' GLASS TYPES '8' & 'BE WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) 26-1/2" 77• 53-1/6" 74' 26" 25-1/2' 36" 52-1/8" 73' 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 28-1/2" - S'•7 53-1/8 74" 3 8 25-1/2" 36" 52-1/8" 73' 37-3/8" 65.0 65.0 80.0 90.0 65.. 90.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" _-Q 3 53-1/8" 74" 0-5/B 25-1/2" 36" 52-1/8' 73" 49-5/8.. 65.0 80.0 90.0 �65.0 rC*'0 " 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37' 53-1/8" 74- 63" 25-1/2' 36" 52-1/8" 73" 62" 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 60.2 80.0 90.0 OPERATING VENTSS TO BE1/2OOF THE WINDOW WIDTH X" TYP. BUCK DIMS FIANGF FRAMF FLANGE DIMS 5" TYP. DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL A.D. MTG. RAIL A.D. MTG. RAIL GLASS TYPES 'A'8'A1', '8'8'Bt' GLASS TYPES '8' & '81' GLASS TYPES 'C' 8 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) 55-3/4" 78-15/16" 83-1/2" 26' 54-3/4" 77-15/16" 82-1/2" 25" 65.0 65.0 80.0 90.0 65.0 65.0 85.0 65.0 80.0 90,0 85.0 85.0 85.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 78-15/16" 83-1/2" 38-3/8' 54-3/4' 77-15/16" 82-1/2" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 80.D 90.0 65.0 65.0 55-3/4" 78-15/16" 83-1/2" 50-5/8' 54-3/4" 77-15/16" 82-1/2" 49-5/8" 65.0 65.0 80.0 90.0 85.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 78-15/16' 83-1/2" 63" 54-3/4" 77-15/16' 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 85.0 65.0 - - - - 85.o 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS 1 EQUAL LEG FRAM STD. MTG. RAIL: H.D. MTG. RAIL: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22/2020 By Mlaml= FLANGE & FLANGE ADAPTOR FRAME •• ••• • • ▪ • FF,QUIk4L LEG FRAME • • - •• • ••• •• • • • •- • - NOTE: • ••• •• ••• • ••• GLASS CAPACITIRS CN TRIS SHEE! ARE • • • • • BASED ON ASTI4?3004:09 (3 1!.•GUSt) •• • • • AND FLORIDA BIOILP/NG GQMMISSIPN • • • • • • • DECLARATORY ST/MEMEN? DCA05-DEC-219, • • ATE OF = `6 ORIOF;.•6; fN AL 0 c 1 - M En O 0 50 c O H N o 0 "^ AV 0 M c 3 c 30- _ .5)(31C G 0 rn 0 5 2 1 kJ IA. 1 1 drawing no. W10-18 sheet 2 of 11 • • • • ••- • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • DESIGN LOAD CAPACITY - PSF (XOX S ZES) FLANGE DIMS. DUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'A1', 'B'k'BI' GLASS TYPES 'B' & 'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" 73" 105-1/4" 110' 25" 65.0 65.0 80.0 90.0 65.0 85.0 80.0 90.0 85.0 63.0 80.0 90.0 74" 106-1/4" 111" 38-3/8" 73" 105-1/4" 110' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 50-5/8" 73" 105-1/4" 110" 49-5/8" 65.0 65.0 80,0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 74" 106-1/4" 111" 63' 73" 105-1/4" 110" 62' 65.0 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 TYP. (1/3W) (1/3W) (I/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FLANGE FRAMF RANGE DIMS DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. BAD. ILD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'A1', '8'A'81' CUSS TYPES 'B' k 'B1' GLASS TYPES 'C' k 'Cr WIDTH HEIGHT WIDTH HOGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4" 111" 26" 73" 105-1/4- 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4" 111" 38-3/8" 73" 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65,0 65.0 65.0 50.0 90.0 85.0 65.0 74" 106-1/4" 111' 50-5/8" 73" 105-1/4" 110' 49-5/8" 85.0 85.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74• 106-1/4" 111' 63" 73" 105-1/4" 110" 62' 65.0 65.0 80.0 90.0 65,0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/4W) i (1/2W) (1/4W) i5 o- OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH EQUAL LEG FRAME STD. MTG RAIL: _J H.D MTG. RAIL: 'XOX' PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0918.09 Expiration Date 09/22/2020 By Miami' a ro•uct ontro FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • • NOTE: • ••• •• •.• • ••• GLASS CAPACITIIS 1N TICS SHEET ARE • • • • BASED ON AST, 0'300-009 (3 SEC. GUSTS) • • • AND FLORIDA 8I1 LgqING QMMtSI N • • • • • • DECLARATORY SEMEN °CA05-�-211 • • • : • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AA 11111I i I, N..70592 1I111111AA U 0, drawing no. W10-18 sfieet 2, l of 11 DESIGN LOAD CAPACITY - PSF (XO 0R OX SIZES) HUCK DIMS. STD. MTG. RAH, H.D. MTG. RAIL GLASS TYPES 'ATM., 11'81' CUSS TYPES 'B' & '111' WIDTH HEIGHT IXT.(+) I INT.(-) EXT.(+) INT.(-) 25-1/2" 36" 52-1/8" 73" 25" 65.0 65.0 80.0 80.0 65.0 55.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73" 37-3/6" 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 85.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73" 48_5/6" 65.0 65.0 60.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73" 62" 65.0 65.0 80.0 80.0 65.0 65.0 90.0 ' 80.0 65.0 85.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) BULB DIMS. STD. MTG. RAH. H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'A1 , '8'k161' GLASS TYPES 'H & 'E1' CUSS TYPES 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) CQ.(+) INT.(-) EXT.(+) INT.(-) 54-3/4- 77-15/16' 82-1/2" 25" 65.0 65.0 B0.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 85.0 54-3/4" 77-15/15" 82-1/2" 37-3/8" 65.0 65,0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 85.0 65.0 54-3/4" 77-15/16" 82-1/2" 48-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4" 77-15/16" 82-1/2" 62" 65.0 65.0 80.0 80.0 65.0 85.0 - - - - 65.0 65.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH .XO OR OX' STD. MTG. RAIL • H.D. MTG. RAIL: •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• NOTE: • 1 • • •• GLASS CAPACITIib QN TTI!S SHEF•AAiE • : • • • • BASED ON ASTI* EC3001009 (3 SE, GUM) • • • AND FLORIDA BIK11R[JING QQMM 5SA•,,N� • • • • • � � • DECLARATORY STiTt.MEN DCA050-21: • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOR -No. 17.0918.09 Expiration Coate09/22/2020 By Miami -Dad roduc{ Control FIN FRAME 00% 11111/ 1j/ sue. . •,,,,,,,,, , �•�'�ceNSF'•-, No. 70592 U FAX. (305) 593-6592 N84 aXSg n� 9 i 9 drawing no. W10-18 sheet 3 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'd1, '13'5'B0' GLASS TYPES 'B' & Rl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73• 105-1/4" 110" 25' 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4' 110" 37-3/8° 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73• 105-1/4' 110• 49-5/6" 65.0 85.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110" 62' 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80,0 1 (1/3W) ij (1/3lY) (1/3W) G- OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH X 0 X " DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'8'A1 , '8'k'Bt' GLASS TYPES 'B' & '61' GLASS TYPES 'C' 5 'e1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73° 105-1/4' 110' 25' 65.0 65.0 80.0 80.0 85.0 65.0 65-0 85.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4' 110" 37-3/8" 65.0 85.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65-0 80.0 80.0 65.0 85.0 73• 105-1/4° 11 D• 49-5/8" 85.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73• 105-1/4" 110" 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 STD. MTG RAIL: H.D. MTG, RAIL: (1/4W) (1/2W) (1/411/) 4- OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' • • • • • • • • • • • • • • • •• ••• •• • • • •• NOTE: • ••• •• ••• • ••• GLASS CAPACITIES ON THIS GREET Aft • • • • BASED ON ASTM ElET-09 j3 SEC. GtlSTS) • • • • AND FLORIDA BUILD COM 1$SIQN • • • • • • • DECLARATORY STAT NT D Q$-DECK ��9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 0 • • • 0 0 0 • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami -Dad roduct Control FIN FRAME 111111111i1r,r,,,/ '�'•''�3CEN10 ". No. 70582 • ���nn1nj11� N a J L 13 43 FAX. (305) 593-6592 drawing no. W10-18 [sheet 3.10 11 1/4" AIR SPACE 1/8" ANN. GLASS 1/3 ANN. GLASS 1/8" HEAT STREN'D CLASS .075" Interlayer .075" Interloyer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR 0R .090" Interlayer .090" Interlayer Saflex Clear And Color Gloss Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 0R \--- OR .090" Interayer .090" Interlayer SentryGlos SentryGlos OR Kuroroy America, Inc.' By 'Kuraray Americo. Inc.' IOR .090" Interlayer 090" Interlayer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuroroy America, Inc: 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES R THAN 36" 5/16" NOMINAL LAM. 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 0R .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos ByR 'Kuraray America, Inc.' .090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/4" AIR SPACE 1/B" HEAT STREW) GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES ,3CLASS TYPE 'A1' 0.70' OVERALL INSUL. LAM. GLASS O 1/8" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS r1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'B' 5/16" NOMINAL LAM. GLASS 1/8" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS r1/8" HEAT STREN'D CLASS .075" Interlayer Saflex CP With PET Care By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SILCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER • • • • •` ST. STEEL BY 'CARDINI�.' • • OR DURASEAL BY 'QUANEX' • • • • • OR ••• SUPER SPACER BY 'CLTA`` X' AT 1/4 POINTS ALL SIZES GLASS TYPE '81' 0.70" OVERALL INSUL. LAM, GLASS • • • • • • • • • • • •70. OVERALL INSUL• LAIC GLASI • • • • • • • • • • (S.M.I.) • • •• • • •• • • •• -• SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 • •XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' • • FOR SUPER SPACER BY 'QUANEX' 4 AT 1/4 POINTS ALL SIZES IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • EXTERIOR PLY OF GLASS TOPE 'Al', 'B1' & 'C1' MUST BE TEMPERED. • • • lx •G., •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-0918.09 Expiration Date 09/22/2020 roduct Control 0 AL 111I11111\ SERIES SENIINf 120 ALUM HOUR. SIJONc NOW. (LM.L/s.M..) U FAX. (305) 593-6592 0 5 5 2 9 8 11 L UPDATED TO 2017 FBC a 3 3 S' drawing no. W10-18 (sheet 4 of 11 1BY W000 BUCK ,BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST / 2 3/8" MIN. FLANGE & FLANGE ADAPTOR FRAME Fr T� I MIAMI-DADE COUNTY APPROVED 1 MULLION k MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL SPACING 2-3/8• MIN. \ 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, 155 KSI) 2BY 'WOOD BUCKS OR WOOD STRU S 1-11-1/PENETRATION OD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRII LING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL 0R JAMBS f'c = 3000 PSI MIN. • • • • • • • •s • • • C-i HOLLOW/F1LLED BLOCK AT JAMBS f'm - 2000 PSI MIN. •• WVw 1e/4"•X i-1r2 �`jIF P SaPT AT 4-1/8" FROM EACH \`E1t 111 i1i//r • • LN• •Wlifl PlA,S•IC CN OVER • . --' E' •• W•• • � • • • ••'p'• ucensF .. W2 = 1/8' X 1/2° WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 235-. THE USE OF DEEPER OR BEVELED W00DBUCKS 5 PERMITTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0918.09 Expiration Date 09/22/2020 By Miami-D e Product Control •i • • • •• • ° a TYPICAL ANCHORS 1c • • • SEE ELEV. • • • • • • • • FOR SPACING 1 • I• • •• • • EDGE DIST. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FAX. (305) 593-6592 0 8 6 0 'o .o 5 8 6 8 drawing no. W10-18 sheet 5 of 11) 1/4` MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCKS BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE BUCK W10TH XOX LAYOUT DL. OPG. MIAMI-DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT EXTERIOR EXTERIOR �. • • D.L. OPG. • ••• TYPICAL ANCHORS SEE ELEV.— FOR SPACING OALTERNATE FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • •• • • • • • •• FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED as compiyln with the Florida �Br Bwi ing Y"e Wood gu�Ks NQI�o. • •17-0918.09 f •1 • • • � • EtIritIon lite 09/22/2020 : • • • Bf •-- • Ma/Ai-Dad oduct Control NN I IIIIrrr, 7 OF R ii1 I lj`1 1,`` O NO CHANCE 1NS SHEET d 0 O% r C drawing no. W10-18 sheet 6 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1 BY W000 BUCK e v. IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. 4� • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" Max. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH • •.•• • •• • .. }TYPICAL ANIHORS • EE ELEV. • • S •+ R S•ACIII1 • • • • • • W • EDGE DIST. • EQUAL LEG FRAME MIAMI-DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA EDGE OIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN SE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. " 2 3/8MIN. 2-3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236". THE USE OF 0EERER OR BEVELED WCODBUCKS 6 PERMITTED. BUCK WIDTH 1YPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami- a roduct Control MIAM I-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH TE OF . RID►'.•'. \�' lllll�j L11%\\ .o 9 L 8 ES .67 drawing no. W10-18 sheet 7 of 11 ILLUSTRATNE DTLS. ONLY EXT. 0R INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1/2' HOUSE WRAP NOT BY CGI BACKBED CAULKING W2� rlai W3 OBACKBED - CAULKING m 1 1/2 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD STRUCTURE 1/4" MAX NOT BY CGI /2" HOUSE WRAP NO7 BY CGI GAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING FIN FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 #8 SMS (Fu 4. 74 KSI MIN.) Expiration Date 09/22/2020 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES By 1-1/2" MIN. PENETRATION INTO WOOD Miami a roduct Control BUCK WIDTH EXTERIOR •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1/4" ALes-X% �1117111L% • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • d a sheet 8 of 11 le U 7a0 .111 3 c n o ITEM PART $ QUANTITY DESCRIPTION MATERIAL MAN£./SUPPLIER/ItEM4RICS E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER PRODUCT REVISED tyloddngewiih the Florida E2 CGI-113 - FRAME SILL 6063-76 CGI EXTRUDER Building GC AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.N. 3538) TEL. (305) 264-8100 FAX. (905) 2626978 COMP-ANL\W1 E3 CGI- 102 - FRAME HEAD 6063-T6 CGI EXTRUDER NOA-No.17-0918.09 E4 CGI-103 - MEETING RAIL 8063-76 CGI EXTRUDER Expiration Date 09/22/2020 E5 CCI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER By E6 CGI-105 - HANDLE RAIL 6063-T6 COI EXTRUDER Miami -Dade duet Control E7 CGI-106 - SASH RAIL 5063-T6 CGI EXTRUDER E8 CGI-107 - 5/16" GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER El0 COI-109 - FRONT FLANGE ADAPTOR 6063-T6 CG1 EXTRUDER E11 CGI- 110 - NAIL FIN ADAPTOR 6063-76 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXRUDER E13 CGI-136 - 7F FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6063-76 CGI EXTRUDER El CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER E16 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER EIS CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER N a - EE 6 SI (j C n 02 O 2 O w N c 0 ,- C4 0 cn N `1 I r O M n 23 C _ 3 '4 Z l.. n p _ o O ._. C7 0 E..) �- m r El CGI- 115 - SILL FILLER 6063-76 COI EXTRUDER E20 COI-116 - FRAME JAMB 6063-76 COI EXTRUDER E21 CGI-117 - HD LOCK ,RAIL 6063-76 CGI EXTRUDER E22 CGI -138 - TF FRAME SILL 6063-T6 COI EXTRUDER E23 CGI -109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER Ml CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700 X 0.040" BEAD GE1200 SILICONE SILICONE GE M5 - 0.700' X 0.040' BEAD DOW 995 SILICONE DOW M6 - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW M7 - 2/ UTE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EOUN. - - M9 684 - ROLLER TRACK PVC -] M10 COI-128 2 PER SASH ROLLER HOUSING NYLON - 1 a'L . 51 N Isz jy s 3 '" 4 z Cy s`' 33' 1 U z z M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR ECOM M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULUVAN M13 COI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANULIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - MI6 CGI-134 - JAM8 SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WO. CAM LOCI ZINC TRUTH OR EQUIV. M18 CGI-132 2PER WO. 2" SASH STOP PVC PROTOTYPE M19 CGI-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE a M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M c o o .0 -2. 12 o 0 8 s M22 - VARIES HI-FLO WEEP COVERS PVC AME58URY OR EOUN S2 - 2 OR 3 PER CORNER i 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - •ID • • • • • • • • • • o W S3 - 1 1/4" EMBED. i 8 X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - • - • • a I o 1 u 1 s .—. a .4 S4 - 4 PER WO. # 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - •- • • • • • • 11111111111/fb • • • • \ �� ® A % 55 2 PER WO. 8 X 1' LG. FH. SMS. ST ST. SPIRAL B. ASSEMBLY - • r-- • • • • • • • $`JP. k"9pi� . 56 - - 6 X 1/2" LG. FH. SMS. 0 COI-133 & CAM LOCK ' S8 - 4 0M. RAIL i 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - • 59 - 2 PER ANT1LIFT / 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTIUFT SCREW - - -)(7: _ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 9 B OF •" �� .0'. 'RIOP..."&s, 77jEOs /fiillt1111' drowing no. W10_18 sheet 9 of 11 • • • • • • • • • • It • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • It • - 2.113 .01 S r II II .490 -I I iT-� j� 050 7YP. .864 r 1 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 f. MIAMI. FLORIDA 33173 (CAN. 3538) c TEL (305) 264-8100 FAX. (305) 262A978 COMP-ANL\W10-03CG1,� 2.440 2.440 ' _ ^ r IJVLI 1.550 9 1 L 1.680 ..il 5 I050 NP. .864 1-- ...i 5 I -i 2.348 1.801 .065 NP. 1.JI01 f 2.846 2. 01 065 ` TYP. 1.301 1 1.220 Li -f 7 .050i Ee 5/16" GLAZING BEAD O .700" GLAZING BEAD E4 aa .065 J 17P. MEETING RAIL .745 1.155 - --1.155 - 1.395 ® NAIL FIN ADAPTER 1.390 449 � 29J - O FLUSH I-- 1.015 4�-1.36e- FRAME HEAD - � ® FIANGE I o1s 1.015F FRAME - HEAD )_ ir ea 1.496 I ,050 .065F'-1.413--I .060 -.- 1.015 1_ 1.015 r_ 1.788 ,065 1�"P 0SCREW COVER 1.140 -{ i t.l 40 2.264 255 0FLUSH FRAME COVER 1.015 i.080 D 1.220 4.430 3.685 065 NP. 2.885 I 3.930 3.185 .065 TIT. 2.885 J TYP. SILL FILLER vi g CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 E5 LOCK 1.043 RAIL - 1.788 1.450 .180 a N �( .550 � E27 FLANGE -I' ,050 ADAPTOR vs CD -2.440 FLANGE FRAME SILL O 2.440 FLUSH FRAME SILL 10IiYP15 .065 ( 2.310 1.220, I 2.737 2.737 a E21 ALT. 1.043 LOCK RAIL M 2.505 .065 `NP. _RI' 2.613 2.505 065 2.813 1 PRODUCT REVISED with the Florida as uilding gale B NOA-No. 17-0918.09 `o_ a 0 a NO DOME THIS SHEET IN0 CHANGE THIS SHEET N0 CHANGE THIS SHEET 1.892 085 NP. 2 195 1.000 991- 1,015 .500 .991-i 9 4 2.737 F20 FLUSH FRAME JAMB (MOVING) 3.237 E74 FLANGE FRAME JAMB (MOVING) Expiration /22/2020 By .n E6 1.043 HANDLE RAIL Mlaml-Dad roduct Con Vol •• ••• • • • • • •• .11". 0 0 0 5 0 8 - 811 --'j 811 j� • • 2 w ., o 2.505 .065 T7P. 2.505 .065 TYP. 1.025 • . •• •• • • •• • r • • • • • • • • • • • \\\t1�®1 I� `,,•rt,�,T \�'. VGEN -'•,!® ii *7,00p m n •1 1.015 1 1.015 .065 et FLUSH FRAME --1.245I751195. .500• JAMB (FIXED) ® FRAME 1745 JAMB (FIXED) a ...��.i • • • • • • ✓ -` • • • • • • • • --- `'OJ • • • • • • • • • • •• • • •• • • •• • • • • • % S 2js�d�j ooW ldrawing no. 1 0 - 1 8 0FLANGE 1.015 SASH • 0 • RAIL IP sheet 10 of 11) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • VENT TOP/BOTTOLCORNFR FIXED MTG. RAIL CORNER • • •• • • • • • •• " • • • ••• • • • • • • FRAMES BCIFTOM CORNER •• ••• •• • • • •• • ••• •• ••• • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • PRODUCT REVISED as complying with the Florida Building Code Now-Na, 17-0918.09 Expiration Date 09/22/2020 By Miami- a roduct Control ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FAX. (305) 593-6592 drawing no. W10-18 sheet 11 of 11 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25`h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dad. Co inty Proclud•Eontrol Section that this product or material fails to meet the requirements of the applicablepyildtg codQ.• • • This product is approved as described herein, and has been designed to comply ithJt .e Flotida.1Thilding C de i , ' _ - . _ - - _ . _ _ e • .... • DESCRIPTION: Series "Sentinel 110" Aluminum Sin ' le Hun ' Window — . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 T (786) 315-2590 F (786) 3I5-2599 www.mia midade.gov/economy .• • . .... . APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel. jlQ•E11um.• S.K Wdw • • (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated a912'17, prepared'by AL Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Nde County Product Control Revision scamwith the ►. ' - of Acce.tance number and expiration•date by thenjiMi-Dade C. ..uct Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • . • • . .. . • • • .• • • . • . •.• • nen a wi i e manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY NOA No. 17-1018.08 xpiration Date: September 22, 2020 Approval Date: December 21, 2017 Page 1 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Suez Spacer® insulating glass spacer, prepared by Certified Test Laboratories Tes!! Repo .No. •. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh•,„ Patel,'1;.>±., • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pei13C TAS 302-94 . • 2) Large Missile Impact Test per FBC, TAS 201•--94. • • • 3) Cyclic Wind Pressure Loading per FBC, TAi203-94 • • along with marked -up drawings and installation diagram of a Se 1%49400 PR;(.project out window, to qualify DuPont "Butacite" PVB interlayer, Dupasaal® and Super • Spacer® insulating glass spacer, prepared by Certified Test Laboratories, ,eessg.eport. No. CTLA-3056 WB, dated 03/03/15, signed and sealed by games•h C. Patel, P.E. • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC Ti ; 2-94 • 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed byVinu J. Abraham, P.E. (Submitted under NOA No 10-0510 X1) Manuel P ez, .E. ct Control xa finer NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. fdr ib& "SentryGlas® (Clear and White) Glass Interlayers" dated 0a57t5, exp; i ng on 07/04/18. •.... • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameriep Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring oii•1'2/11/16• • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) . . for their "Saflex CP — Saflex and Saflex HP Composite Glas,$hltghlayerg,yit1i PET Core" dated 06/19/14, expiring on 12/11/18. .• 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chetnicai'Comp jMA) for their "Saflex Clear and Color Glass Interlayers" dated 04/19/•14, exliring on • 05/21/16. • • • F. STATEMENTS 1. Statement letter of conformance, complyin_ FBC-5 Edition (21 , , d of no financial interest, dated 08/26/14, issued by x.-Farooq Corporation, signed . d sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. . . . .. . G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. J a/IQ Manue er P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6a' Edition (2017), dated 09/29/17, prepared by A1-Farooq Corporation, signed axill• • sealed by Javad Ahmad, P.E. • •, • ••• • . . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourets (RER) . . .... . E. MATERIAL CERTIFICATIONS• . .. 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amefic?; Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated Q6/7515, expiring on 07/04/18. • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amh▪ ica, Inc. for.• their "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated tk1f/!9717, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. • .• . . • • • F. STATEMENTS 1. S f conformance, complying with of no financial interest, dated ation, signed and sealed by Javad Ahmad; P.E. ith FBC 6t�' sued by AI- G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. a44110,2 Manuel ' P.E. Product Contrtminer NOA No. -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 • . 6" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 53 1/8" FLANGE WIDTH 47 7/16" D.LO. (FIX. LITE) 20 9/16" * * MAX. 4 HEAD/SILL 1 I - O4 4 // t I FLANGE ADAPTOR FRAME 5 1/2" MAX. HEAD/SILL CORNERS U U m 0 52 .I/8" BUCK WIDTH 47 7/16" D.LO. (FIX. UTE) 20 9/16" * * MAX. eHEAD/SILL B H H_��oR__ O C1 fi q q__ FALSE MUNTINS (SURFACE APPUED) OPTIONAL SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDIDON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING TH1S PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 47 7/16" D.LO. (VENT) 50 1/4" VENT WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16' 5 1/2" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPUED) OPTIONAL TYPICAL ELEVATION •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • •• • • • • • • • • • • • • • . • • • • • D.L.O. (FIX. UTE) 20 9/16" ** MAX. © HEAD/SILL B 7 H H��li ,/ I 415) i 47 7/16" • •P•^.06UCF REVISED *as complying with Wm 6br *Building Code •Acceptwtce No •Frpiret .n Date •By Mi nu • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT )\ ENSUc'• 'TJ . 70592 (04"u SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.1./S.M.I.) 0 0 FAX. (305) 593-6592 0 8 8 e UPDATED ro 2014 FBC UPDATED TO 2017 PBC 0 9 drawing no. W10-03 sheet ) of 9 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'ATM' GLASS TYPES '8'8'81' WIDTH HEIGHT WIDTH HOOHT CXT.(+) INT.(-) EXT.(+) ANT.(-) 19-1/5" 26-1/2" 37" 49" 53- 8' 26" 18-1/8" 25-1/2' 36" 48" 52-1/8" 25' 75.0 75.0 80.0 85,0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 1921 26-1/2" 37' / 49" 53-1/8" ///--- ,8-3/2 18-1/8" 25-1/2' 36' 48' 52-1/8" 37-3/8' 75 75.0-'3 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 ` 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2' 37" 49' 53-1/8' 50-5/8" 18-1/8' 25-1/2' 36" 46' 52-1/8' 49-5/8' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/6" 63" 18-1/8' 25-1/2" 36' 48- 52-1/8" 62' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2' 37' 49" 53-1/5" 76" 18-1/8' 25-1/2' 36' 48' 52-1/8" 75' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37' 46-1/2" B5" 18-1/8' 25-1/2" 36' 45-1/2" 84_ 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 )S" TYP. UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BOCK DIMS. MAX.TOP LITE GLASS TYPES 'A'8'AL' GLASS TYPES '8'8'81' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) ANT.(-) DU.(+) 1NT.(-) 53-1/8" 76" 52-1/8' 75' 36-1/4' 75.0 75.0 80.0 85.0 49' 79' 48" 78" 39-1/4' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 85.0 31" 30" 83-5/5" 75.0 75.0 80.0 85.0 33' 85' 32' 84" 60" 75.0 75.0 80.0 85.0 37' 36' 53-1/2" 75,0 75.0 50.0 85.0 43' 42" 45-1/4" 75.0 75.0 80.0 85.0 BUCK DIMS EQUAL LEG FRAME BUCK DIMS •• • • FIN FRAfIff • UNEQUAL LITES (ORIEL TYPE) • • •• • • •• • • • •♦ • • • •• BUCK DIMS Er-s • ••• ••• • •••lls".()DUC"['REVISED • • • complying with Wu Weida • • • • • • • 3uikfing Curie FLANGE ADAE'OR FRAME • R+ - • • • • • 'ABdeptancct o �f8.! tspiratS,o DMe '7I'") . . • • •• • ••I •• •• • •• .ems FLANGE AIMS • . • • • .7 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • de Product 0 \\\\A11111Ifj7 S ® )�•'uGENS�c'•._ i SERIES SENTINEL 110 ALUM S.N. WDW. (L.M.I./S.M.I.) COMP-ANL\W10-03CGI FAX. (305) 593-6592 0 0 a 0 R UPDATED TO 2017 FBA drawing no. W10-03 sheet 2 of 9 a 0 w 1/8" ANN. GLASS .075° Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By OR Kuroray America, Inc.' .090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/4 POINTS ON UTES THAN 36" GLASS TYPE 5/16" OVERALL LAM. GLASS (L.M.I & S.M.I.) N is W 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co: OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' DR 090" Interlayer SentryGlas By 'Kuroray America, Inc: OR 090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'S' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS a O W W 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co: 0R 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuroray America, Inc.' OR 090" Interlayer Trosifol PVB By 'Kuroray Americo, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL. LAM. GLASS (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. (L.M.I ONLY) EXTERIOR 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kuroray America, Inc.' OR 090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE _GE 1200 DOW CORNING 899 DOW CORNING 995 •)! EOM SPACER • • • ST. STEEI•BY•CAI )IN,!' • • OR • •• • • DURASERL• BY•QUMEX• • MR • • • • • • • SUPS %PACER fP 'QUAREX' AT 1/4 POINTS ALL SIZES GLASS TYPE • • • 0.70" OVERALL INSUL. •AM. TLSS. • • • • • •• • • •• • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • •• •• PRODUCT REVISED as complying with the Floret Building Coda Acceptance No Expiration Date 21) W R34- COMP-ANL\W10-03CGI 1 r- m O w cr 1:5 in o m - 'n " 0 r0 at T2 3 • C Z li _ 0 ' a 1 p'C J U FAX. (305) 593-6592 n v 8 8 0 PLgp UPDATED TO 2017 FOC v • r v drawing no. W10-03 sheet 3 of 9 a 0 W E. W EDGE • 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING SWEEP LOCK C),, OPTIONAL TO EGRESS LOCK AT SILL a METAL STRUCTURE TYPICAL ANCHORS —SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME 2 3/8' MIN. 2 3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 24§". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. •• • • • • • 1 • • • • • • •• • • — • •♦ TYPICAL ANCHORS n • • w , • • • SEE E. n •• • • •• •• • FOR SPACING • • • • Fr _1l MIAMI—DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy-100 KSI) 77 KSI, Fy-155 K51) CTURES 1-1 (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. 0R BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) .14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. • • • CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn — 2000 PSI MIN. • • • • • • • • •- • • • • • • • T'*ICAL ,ANCHORS • SAE ELE4 • F41 SPA•Ns • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • PRODUCT REVISED as complying with dx Florida Building Code cpe don No t -1018.08 Accep Expiration Date t1111111/\' ,:' b\GENSF 2 TATE OF ORIDP.•'' .1, IONo.� SERIES SENI1NEL 110 ALUM S.H. WDW. FAX. (305) 593-6592 8 57 0 UPDATED TO 2017 FBC S S 0 drawing no. W10-03 sheet 4 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV, FOR SPACING 1BY WOOD BUCKS BUCK WIDTH MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH •• • • • • • • /4• mAx FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING =Y WOOD BU• TR WOOD STRUCTUR 1/2" TYP. • • • • • • • . • • • 000 • • • - • • •. • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • •• FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED �s complying with9 Morita Building Code �.! f%tog. Acceptance No Expo -anon Dare 9Q:•''uceNse'••. No. 70592 ATE OF <!/ ,ONAL lllllllll�` SERIES SENTINEL 110 ALUM S.H. WDW. 8 O 1 a 0 FA)(. (305) 593-6592 0 5 T5 fi 9 UPDATED TO 2017 FED v 9 0 ar 0 drawing no. W10-03 sheet 5 of 9 • • • • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 1BY WOOD BUCK 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE. OIST. < SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL Jl 3 SCREENS OPTIONAL CD E6 ID 4D C EDGE DIS& °. 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. )/- FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. BUCK WIDTH \_TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME Fr l MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA L EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" IN. 2 3/8" MIN. •• ••• • • • • •• '1 •• • • • • • ••\• • • • ••• • • •• •• \Al• • • • •• WHEN USED THE MIN. WOOD BUCK DEPTH SHALL fE 2"1 SHE US� b} • DEEPER OR VES ED :'OODBUCYs IS PERMITTED. • • • • • • • •• • • • • • •• • ••• • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUCK WIDTH EDGE DIST 4 PRODUCT REVl E0 O�}s aimplying with the Florida Buikting Code Acceptance No 1-1010.08 Expiration Date Miami JJ TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH 14 X1" FH. SMS. s TYPICAL ANCHORS SEE ELEV. FOR SPACING /111111/\ No. 0592 STATE OF ' 1111111 W COMP -ANL\W10-03CG1 0 0 z Lri to La vi N FAX. (305) 593-6592 0 0 0 0 4 2 a 2 UPDATED TO 2017 FBC a 2 S 0 o 1 drawing no. W10-03 sheet 6 of 9 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI A2 J 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING E8 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL 0 SCREENS OPTIONAL HOUSE WRAP _ NOT BY CGI E6 BACKBED CAULKING WOOD STRUCTURE NOT BY CGI 11/2" TYPICAL ANCHORS SEE ELEV. FOR SPACING c3 HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING #$ SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD •• • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • •• • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FIN FRAME �•kOT)UC't' REVISB3 as coreplyiret with the FlBri3Y "3ui!ding Code freptance No jAr aion Date Pto�uetCon No. 7 ZJ a 0 SERIES SENTINEL 110 ALUM S.H. WDW. FAX. (305) 593-6592 5 R 5 UPDATED TO 2017 FBC S 5 drawing no. W10-03 (sheet 7 of 9 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - E4 CGI-103 1 MEETING RAIL 6063-T6 - E5 CGI-104 1 LOCK RAIL 6063-T6 - E6 CGI-105 1 HANDLE RAIL 6063-T6 - E7 CGI-106 2 SASH RAIL 6063-T6 - E8 CGI-107 AS READ. 5/16" GLAZING BEAD 6063-T5 - E9 CGI-108 AS REQO. 0.700' GLAZING BEAD 6063-T5 - E10 CGI-109 AS RE00. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI-110 AS RECD. NAIL FIN ADAPTOR 6063-T5 - E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI-382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CCI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EOUN. M3 CGI-112 AS RECD. EQUAL LEG COVER/SHIM, 3" LONG A7 ANCHOR LOCATIONS PVC - M4 - 2/ UTE SETTING BLOCKS EPDM DUROMETER 8055 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI 0R EQUIV. M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201NG A5 REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1/ WOW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI-133 4/ WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CO-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI-125 2/ WDW. SASH CAM (8/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CO-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. 52 - 2 OR 3/CORNER # 10 X 1 1/4' LG. PHL PH. SMS. ST/ST, ASSEMBLY SCREW - - S4 - 4/ WDW. a 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - 55 - 2/ WDW. id 8 X 1' LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - _ S6 - 2/ LOCK # 6 X 1/2' LG. FH. SMS. 0 CGI-133 & CAM LOCK - - •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • f KOD'UCF REVISED Irnplyirtg with tlw 171oLASA Building Code Acceptance No I7-iol- mi- ixpir6Ligr.Date B hii onl bado Product Cot J�... •p�' � S�•'�, GENB�c"'•'Cd 70592 TATE^IF ORIDC.,Y1 i� 77j®AA O1`\ ( 4119 SERIES SENTINEL 110 ALUM S.H. W 0 3 0 8 8 R 0 5 UPDATED TO 2017 FOC 0 0 0 g 0 0 drawing no. W10-03 ••• • • • • ••• • • • • • 41 • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • sheet 8 of 9 • -1--.065 • • • • • • • • FRAME FRAME 4 • • • .,dil TOP BOTTOM •� • • • CORNER CORNER 411.1 11010 ��1 110p►i: ' I !�® i n / / 11 TI I 52 :�;aODUCT ns Building complying REVISED wish Coat VENT TOP VENT BOTTOM the Florida CORNER CORNER It1.015 `7�n ti 111 S2 S2 t11lr !/// AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.9.N. 3538) TEL(305) 264-8100 FAX. (305) 262-6978 j COMP—ANL\W10-03CGI( 2.505 2.505� 1.745 1. 550 1.880 I 1 .745 .065 nP. .811 1.245 6 I .78 5 06 nP. .811 .050 I � F--1.395 ®NAIL FIN ADAPTERfil FLANGE FRAME HEAD - Et FLUSH I 1.015 � FRAME HEAD 1.583 1.583- .065 T1P. - 1.007 T1P. .745' 4 1.368 n.065 .oss P. e 2.n3 t.pts 3'6751 42s 3.175 1.429 3.n5 SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 Ea MEETING 1.220 RAIL 1.000 'Soo 500 �I 2.505 1.zzo O FLUSH FRAME SILL -2.505 ID FLANGE FRAME SILL 1.043 Enoj 1.786 1 301 .500 1.301 E5 065 1.015 LOCK RAIL 2.440 .065 TYP. .065 T7P. Lots l 2.440 1.015 2.195 .745 f=-- .745 - c. description NO CHANCE THIS SHEET I UPDATED 7D 2014 FBC I NO CHANGE THIS SHEET UPDATED TO 2017 FBC 2.846 ® FLANGE FRAME JAMB E3 FLUSH 2.346 FRAME JAMB 1.043 M 1.892 nP. .06504 490 .705 i --I E9 .700" .050 TYP. .864 f.-- GLAZING BEAD a .705 EB 5/16" GLAZING .050 T1P. .864 BEAD - E6 1.015 HAND - RAIL• • • • • • • , m y o '. g Ig 8 0 °�' Q o o a m o c, • • • • 901e' 02-02-101r stole: 1/2' - 1' ) dr. by (chk. by: 1� 1.395 --y �.180 1.449 293 1.395-�• .745 • • • • II.- • • • • • • • t 450 .180 \cce lance Ntl 1 , . JP` :. Ezpimtiwt Date ; 'e;•'•VOEN$t ty_ F.4ian Uade Product i N ... , • . 70592 1 1.025 oe� �. ? • • � •••.550 • • • • • • • •• ID FLANGE .050 • .• • • • • • • • ••• •• ADAPTOR •, .. -:- S 77j'9� 711 �= ,• (U TE OF .:47` • 1D�' G�; A� .060-� 19 SCREW -1.413 COVER .rr� .050- .065 M3 FLUSH FRAME COVER • i • ••• •• SASH RAIL sheet 9 of 9 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • •