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WS-18-2353Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001312-2018 Permit Number: WS-9-18-2353 Scheduled Inspection Date: November 02, 2018 Permit Type: Wind°Ws/Shutters Inspector: Naranjo, Ismael Inspection Type: Framing Owner: GABRIEL GUTIERREZ REM INGRID YOHANNA �rk Classification: Window/Door Replacement Address: 3 NW 92 ST Project: Miami Shores , FL 33150 Contractor. PRESTIGE WINDOWS & DOORS CRISTINA SCAVUZZO Phone Number: 3055058387 Parcel Number. 1131010170090 Phone Number: 3058205999 Building Department Comments REPLACING 12 WINDOWS AND 1 DOOR TO IMPACT Checklist Item General Comments Passed False Comments 10/30/2018 NOT READY 11 /1/2018 NEED TO INSTALL SHIMS & BUCK Inspector Comments Passed Failed Correction Needed Re -inspection Fee No Additional inspections can be scheduled until re -inspection fee is paid. November 01, 2018 For Inspections please call: 305-762-4949 Page 15 of 24 Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-9-18-2353 Permit Type:: Windows/Shutters orkCiassificatian: Window/Door Replaoern Permit Status: APPROVED Issue Date: 914/2018 Expiration: 03/03/2019 Parcel Number Applicant 3 NW 92 Street Miami Shores, FL 33150- 1131010170090 Block: Lot: GABRIEL GUTIERREZ REM INGI Owner Information Address Phone CeII GABRIEL GUTIERREZ REM INGRID 3 NW 92 Street MIAMI SHORES FL 33150- (305)505-8387 3 NW 92 Street MIAMI SHORES FL 33150- Contractor(s) PRESTIGE WINDOWS & DOORS Phone (305)820-5999 CeII Phone Valuation: Total Sq Feet: $ 12,039.00 0 Type of Work: REPLACING 12 WINDOWS AND 1 DOOR TO No of Openings: 13 Additional Info: REPLACING 12 WINDOWS AND 1 DOOR TO Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $3.45 $2.30 $2.60 $230.00 $9.00 $10.40 $265.55 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-9-18-68765 09/04/2018 Check #: 4964 $ 265.55 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in accepting this permit I a required for ELECTRICAL OW co trict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are PLUMBIECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. at all the foregoing information is accurate and,that all work will be done in compliance with all applicable laws regulating re, I authgrize the ove-named c7anio the work..gtated. ut orized Signature: Ovi ner rikH / Applicant / Contractor / Agent September 04, 2018 Date Building Depar'tnt Copy September 04, 2018 1 • BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED SEP042018 c�n FBC 201-4 Master Permit No. y s 1 -23sg • Sub Permit No. U ROOFING ❑ REVISION ❑ PUBLIC WORKS [] CHANGE OF CONTRACTOR JOB ADDRESS: 4 3 ' ' `"' sT ❑ EXTENSION flRENEWAL CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Folio/Parcel#:'1 4--3104 -o /13-pogQ Miami Dade Zip: 33150 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: {7 OWNER: Name (Fee Simple Titleholder): II \Jn(d 'Cr I'e2 � Phone#: O5 �()i5c3 Address: 3 k (aj `�- " fll 1Gi / SkoreSr `F1� 3315Z City: I Mi (R m 1 S13Q'State: (0Yl\� q Zip: r3- 3 1 C p� Tenant/Lessee Name: Phone#: 35 SO Jp J7-1 Email: !h (, `.616- CONTRACTOR: Company Name: ?r `/�- w `ALC Address: Sio--v City: ilft (a rn 1 State: C((Wag SCWUC27-O BFE: FFE: Qualifier Name: Phone#: 365 a0S-Cri Zip: Phone#: 305gdoSig(/ State Certification or Registration #: C re a5-1684 Certificate of Competency #: DESIGNER: Architect/Engine r: Q i n Cer? 09 E('P is 1 Phone#: st 3S✓`7 a° Address: 1 Co° W I 1"- it I� City:�C'rf teo_d, tate: Zip3 t i a. Value of Work for this Permit: $ 1 Q1 Q31 •00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration C •115 V- WlhdolAiZ ge 1 d 0 OV" ±1D al 0[ t Description of Work: E. ❑ New Repair/Replace n Demolition Specify color;of color thru tile: Submittal*Fee $, Permit Fee $ CCF $ `Scanning Fee $ Radon Fee $ DBPR $ Technology Fee,$ Training/Education Fee $ ":Structural Reviews $ . (Revised02/24/2014) ir;. CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) BondingCompany sAddress City _g State Zip Mortgage Lender's Name (if applicable) Mortgage Lender'stAddress City t T 1 State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. Icertify 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 p.- . •d notice, the inspection will not be approved and a reinspection fee will be charged. Signature ni 0 OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this O ' " day of-4614-`S€ , 20 12 , by 0Z' day of ALtE(.A 20 1 g by ryi - @.t.l C rcz- , who nally (n n to e_.).4 4'fbel SCA1it-?-7-IU , who i onall to Signature411, me or who has produced identificatio • . d who did take an NOTARY ' o IC: $i .i \\01111111111/01 • pO‘sstyct,GR' o• D •• 2 #GG 141527 2 04 • • w — S. ° 'Py • • oblic Uada O /4 8t C11111\ \1 as me or who has produced identification a • d o did take an oath. NOTARY P / APICONTRACTOR �\1\111111111y�� FERiy7iri **************************************************** `.**' � • •moo _. Zonning • #GG 141527 0 • 10-beOnded tow/ /1 N 1111111� Off\ \\\` Plans Examiner Structural Review 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). Acknowledge ature 20,461 SCqN(0-?,0 Date Print Name 6/14/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-017-0090 Property Address: 3 NW 92 ST Miami Shores, FL 33150-2226 Owner GABRIEL GUTIERREZ LE REM INGRID YOHANNA GUTIERREZ Mailing Address 3 NW 92 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,421 Sq.Ft Living Area 982 Sq.Ft Adjusted Area 1,237 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1942 Assessment Information Year 2018 2017 2016 Land Value $164,862 $164,862 $164,862 Building Value $92,775 $86,095 $86,095 XF Value $0 $0 $0 Market Value $257,637 $250,957 $250,957 Assessed Value $79,152 $77,524 $75,930 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $178,485 $173,433 $175,027 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. Coun y, School Board, City, Regional). Short Legal Description CANADAY EXTENSION PB 41-71 LOT 9 LOT SIZE 75.000 X 100 OR 13123-34 1286 1 Generated On : 6/14/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $29,152 $27,524 $25,930 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $54,152 $52,524 $50,930 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $29,152 $27,524 $25,930 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $29,152 $27,524 $25,930 Sales Information Previous Sale Price OR Book - Page Qualification Description 03/11/2016 $100 29997-1980 Corrective, tax or QCD; min consideration 07/24/2015 $0 29712-1281 Corrective, tax or QCD; min consideration 12/01/1986 $62,000 13123-0034 Sales which are qualified 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: RESTIGE rIN DOW S & DOORS w r R 1 i 1 I 4 t sw i V L3 ki , 4 V a+ Job Name: Duarte/ Gutierrez Residence 3 NW 92 St. Miami Shores, FI.33150 Mark Size Sq.Ft. Type Noa Noa Press Calc Press 1 52.6" x 50.6" 18.7 HS 17-0918.09 -65/+65 -41.6/+38.2 2 52.6" x 37.7" 13.2 HS 17-0918.09 -65/+65 -41.6/+38.2 3 36.6" x 77.2" 19.2 FD 17-1226.05 -80/+80 -41.6/+38.2 4 52.7" x 37.6" 13.2 HS 17-0918.09 -05/+65 -41.6/+38.2 5 52.7" x 37.6" 13.2 HS 17-0918.09 -65/+65 -50.0/+38.2 6 52.7" x 37.8" 13.2 HS 17-0918.09 -65/+65 -41.6/+38.2 7 52.3" x 37.8" 12.9 HS 17-0918.09 -65/+65 -50.0/+38.2 8 52.5" x 37.7" 13.2 HS 17-0918.09 -65/+65 -50.0/+38.2 9 52.6" x 38" 13.2 HS 17-0918.09 -65/+65 -50.0/+38.2 10 26.5" x 26" 4.5 SH 17-1018.08 -75/+75 -5 3.6/+40.1 11 52.7" x 37.7" 13.2 HS 17-0918.09 -65/+65 -50.0/+38.2 12 32.8" x 47.6" 11 SH 17-1018.08 -75/+75 -50.0/+38.2 13 41" x 47.7" 13.6 HS 17-0918.09 -65/+65 -50.0/+38.2 Ado3 • 9 . • 10 Bath • '...I3• edroou�.. 2 • •••• • •• • • 11 exist. try remain exist. door egress 11' Kitchen Bed room 12 exist. to remain Living Room Bed rooii 1 egress 8 egress•••• • • • . . . . . . 01/09/2018- 12:09pm inteml V:\Projects\_Master Flan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference12017 Wlndload Charts References\2017_b FBC WIND CHART.dwg • • ••• • • • ••• 6thEDITION FLORIDA BUILDING CODE (2017): 4SC6 7 �Q�'.•: 'ASD' DESIGN PRESSURES FOR COMPONENTS AND A • • • G • INTERIOR ZONE1PRESSURES Mean Roof Height 0-15ft 18 ft DESIGN PRESSURES (PSF) - ZQNE 4 10 -43.4 +40.1 -45.1 +41.6 Tributa 20 41.6 +38.2' -43.3 +39.7 ry Area 30 -40.6 +37.2 -42.2 +38.6 20 ft -46.2 +42.6 -44.2 +40.6 -43.1 +39.5 -42.3 +38.7 - 41.7 +38.1 25 ft -48.4 +44.6 -46.4 +42.6 -45.2 +41.4 -44.4 +40.6 -43.7 +39.9 30 ft -50.3 +46.3 -48.2 +44.3 - 47.0 +43.0 -46.1 +42.2 -45.4 +41.5 35 ft -51.9 +47.9 -49.8 +45.7 -48.5 +44.5 -47.6 +43.6 -46.9 +42.9 40 ft -53.4 +49.2 -51.2 +47.0 -49.9 +45.7 -49.0 +44.8 - 48.3 +44.1 45 ft -54.8 +50.5 -52.5 +48.2 -51.1 +46.9 -50.2 -49.5 +45.9 +45.2 50 ft -56.0 +51.6 -53.7 +49.3 - 52.3 +47.9 -51.3 -50.6 +47.0 +46.2 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 +52.7 +50.3 +48.9 +47.9 +47.1 60 ft -58.2 -55.8 -54.3 -53.3_ �7516 +53.6 +51.2 +49.8 +48. EXTERIOR ZONE®PRESSURES • 18ft 20 ft DESIGN PRESSURES (PSF)- ZQ 10 -53.6 +40.1 - 55.7 +41.6 -57.0 +42.6 Tributa 20 -50.0 +38.2 -52.0 +39.7 - 53.1 +40.6 ry Area 30 -47.9 +37.2 -49.8 +38.6 -50.9 +39.5 (Sq tt) 40• -46.4 +36.4 - 48.2 +37.9 •. Se -45.2 151 • 7'2 • 17.5 -49.3 • ••48.! +38.7 +38.1 25 ft -59.7 +44.6 -55.7 +42.6 -53.3 +41.4 - 51.7 +40.6 -50.4 +39.9 30 ft 35 ft 40 ft 45 ft 50 ft 55 ft -62.1 +46.3 -64.1 +47.9 -65.9 +49.2 -67.6 +50.5 -69.1 +51.6 - 70.5 +52.7 -57.9 +44.3 -59.8 +45.7 - 61.5 +47.0 -63.0 +48.2 -64.4 +49.3 -65.8 +50.3 -55.4 +43.0 -57.3 +44.5 -58.9 +45.7 -60.4 +46.9 -61.7 +47.9 -63.0 +48.9 -53.7 -58.5 +45.9 -59.8 +47.0 -61.0 +47.9 -71.8 -67.0 -64.1 -62.1 -60.6 +53.6 +51.2 +49.8 +48.8 +48.0 INTERIOR ZONE, EXTERIOR ZON it"� HT EXPLAINED a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF NI N 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. ELEVATION tIi7-LISdW-00 8 z H 0 REMARKS DRWN CHKO DATE 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 WRJTTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARI4NGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOMETRIC LEAST HORIZONTAL DIMENSION PLAN VIEW O COMPLEX CORNERS • :WIND VELOCITY = 175 MPH •• EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN • •INSTRUCTIONS FOR TABLE USE: : : : lj>IDE TFI� SNE OF THE OPENINGiNZE OR -(ZONE 4) OR EXTERIOR (ZONE 5) PER THE • • • URE BE W IfFT•OR INFOR, ORP D� Y- ERS. • • • 1.1. *ANY QUEiTIONABLEIIO BE•QONSID D THE MORE CRITICAL (EXTERIOR) ZONE w 5_ ••• •MEAN ROOF HEIGHT CANN �� ! IDENTIFY THE BUILDING M T FROM THE LOWEST GROUND ELEVATION. IF MRH<_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) • • • •• • • • • • • • • • • • •• bTHE PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP!RObF H 9`TQNEX+, E VALUE. VA(,IQ FOR ALL ROO , E5rPOR-S1 EE AN ENGINEER FOR REDUCTIONS. 'ICU if THE TRIBUTARY'AREAi • ON AS THE GREATER OF (HEIGHT * OR it SPAN LENGTH (HEIGHTMAtelt NE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.6. USE''fE AREA BETWEEN STRUCTURA `OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN 9TRUCTURA• MULLS, COLUMNS, ETC. • • • • 3.1.• • IIIIVHE 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. `a,iACCORDANCE WITH CODE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I 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: If 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 ';THAN 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. APPUCATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS USTED 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 D-HEREIN. 10. THIS SPECIFICATION DOES NOT • a ER- 4PRoDOCTrAPRRQ 'D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH ' " -.ATDES1 STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T 6i= VE: +' '-,• � � 'ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT (a"dEh; a ? ANCES. 12. NO CERTIFICATION IS OFFERED • HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID ER ay ; . • . ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 1,4 2-4 rn x�0 m-I3 O O• m0 O C Z m oo (I)2323 c Ul m cn2(4 o -61 m'mmmtDjAm17; rZiO1Zil Cb Ot to mZ mo�v3�xx�--1 tn�OD D z 11 m)c 2OZNOSZrnrAc F Si 2tnl m7 g ;D61m m �Zn>�ZOz�>2 DOcmOl10 ,., 4 m' A9 tGZZ1le <ZZp�ZCD41-CDp 7a 171 A• �G14 41 rJ -n 6TH EDITION FLORIDA BUILDING CODE 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 0 I- Qo rn r ENGINEERING EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH 09885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. — cDESCRIPTION: Series _`160 Sentinel"_ Aluminum Outswing Glazed Doors w/wo Sidelites - LMI1 APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by A1-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Piodiot Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet<and door netzl1ion.in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the en a ..sembly ... • 2. See glazing option in sheets 1 and 1.1 and locking hardware options in sheet 9. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • . . .. . • .• . • • .•.. . . . . ..• .. .•.. • • • . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo vir:state and series and •• • following statement: "Miami -Dade County Product Control Approved", noted herein. • RENEWAL of this NOA shall beconsidered after a renewal application has been filed an 1 trerq has ben•o chant. • • • • • 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 # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. bL.rb,2c.)�ZS CNOA No. 17-1226 0505 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 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 files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Unifoini Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum.lites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sampla #3)(lated 64/46 015, • signed and sealed by Ramesh Patel, P.E •' ' . • •• • • ...• . C. CALCULATIONS . . 1. Anchor verification calculations and structural analysis, complying ,vitiaBC-7111.4 {Sth Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05• 4 Vt I! and larievised crrr • • • AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. .. .. •... . . . . • D. QUALITY ASSURANCE : . 1. Miami Dade Department of Regulatory and Economic Resources (RER). • • • • • • . . E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr. uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. ' STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 .... 5) Cyclic Wind Pressure Loading per FBC, TAS 243-94 • • • • • • • Along with manufacturer's parts and section drawing marked -up drawings df'alu2ninurh ptlt iv/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 1/10/Crated O5PII1/17, signed and sealed by Idalmis Ortega, P.E. .... .... •. C. CALCULATIONS . . . • • . . 1. Anchor verification calculations and structural analysis, complying with'FBC 6I'Tdition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signedpriccsealed ty .iavad • • Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. • . • •. .• • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). . •. . • . • • . or ge M. Plasencia, P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. •... • • •.... • . . .. . • .. .. . .... . . • • .... .... • . • . • .... .... .... • • . ........ • . . • • . •. . • . •• . . •• • • .. • .. . • • . . . orge M. Plasencia, P.E. Prodifct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE 0R BOTH SIDES OF DOOR, DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED 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-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMFTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 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 THIS 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 • • • • • • • • • ••• 3/16' ANN. GLASS , .075' So1i L.CP With PET Core By Eastman Chemical Co; .090" Soflex Clear And ,Color Gloss NTERLAYERS-- By 'Eastman Chemical Co: .090" SentryGlas By Kuraray America, Inc.' .090' Trosifol PVB By 'Kuraray America, Inc. 3/16' ANN. GLASS SIUCONE DOWSIL 995 DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE 'A' 7/15' OVERALL LAM.' GLASS GLAZING OPTIONS • TNSTfTI=INt • • • • • • USE •M.RTSWAS •OLLWWS• • • •• • • • • t•• • STEP• 1. OEtR94S1E SESIGIE WAOD LOAD REO!IREMENT BASED • • • ON 1ANS VELOCITY, B1ED0.•HEIt;�ft WIND ZONE USING APPUCABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. VP 3 FOQ SIDELRF PAttEl. (0) c AtPITY o S•j1EET 3. SIP 4 • FOR 'AUTO, CONSINATIOIPVRTH D<�R • SEL• MLRLIO• C ftACTI: CHART %N !NEE* 4. • • • • • • • • • STEP 5 THE LOWEST VALUE RESULTING FROM •TEPS 2, 3 - AND 4 SHALL APPLY TO ENTIRE SYSTEM. ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 3/16' HEAT 51HENM GLASS INTERLAYERS- .075' Saflex CP With PET Core _ By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss — By 'Eastman Chemical Co.' .090" SentryGloe By Kuraray America, Inc.' .090" Trosifol PVB By 'Karam), America, Inc' 3/16' HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE 'E' 7/16' OVERALL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miami-DSde Product Control DOORS/SIDELITES ARE RATED FOR IARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FEB 1 5 2D2 fj'"U COMP-qNL\W13 yL 0 n 0 6 1; 6 5 L REV. PER RER COMMENTS e v 5 5 0 drawing no. W 13-01 sheet 1 of 1 3/16' TEMPERED GLASS 3/8' AIR SPACE 3/16" ANNEALED GLASS .090" Interlayer Saflex Gear And Color Gloss By 'Eastman Chemical Co.' r-3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 r DOWSIL 899 GE-1200 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' 0R SUPER SPACER BY 'QUANEX OR KODISPACE 4SG TPS 8Y 'KOMMERUNG' AT 1/4 POINTS GLASS TYPE 'Cl' 1' OVERALL INSUL LAM. GLASS 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16' ANNEALED GLASS 1 .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16' HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 / AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' OR KOOISPACE 4SG TPS BY 'KOMMERLING' •• ••• • • • • • •• • • • • • • • • • •• • • • •• • • • •• ••• • • • ••• • • • • • • • • • • • • • • • • •• • • • • • •• • • • • •• • • • • • • • • 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS _ .090" SentryGlas By 'Kuraray America, Inc: INTERLAYERS— .090' Troeifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE 'C3' 1" OVERALL INSUL LAM. CS AGS XL EDGE SPACER ST. STEEL BY 'CARDINAL" OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'QUANEX' 0R KODISPACE 4SG TPS BY 'KOMMERLING' PRODUCT REVISED as complying with the Florida Building Code NOA—No. 17-1226.05 Expiration Date 08/08/2023 By // MiaDaff' roduct Control \011 I1i11rr l�r/ FEB 1 5 2018 70592 • OF � `NA 1�r9 U 8) oo oLa -o N C O N ] I v 3 C 0 _ Oa' za 5 p Q J FAX. (305) 593-6592 drawing no. W13-01 sheet 1.1 of 13 • • • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • HINGES SEE NOTE BELOW 6" MAX. HEAD/SILL CORNERS 42" DOOR FRAME WIDTH 3"� f� C. K' 11 I `' /1 J I / fir /A / \ \ LEAF HEIGHT 83 1/8" _ "1 0 m QU z i7 ACTIVE 2 ANCHORS TYPE A', 'B' OR 'C' AT ST1LE ENDS D.L OPG TYPICAL ELEVATION) X )` r \_2 ANCHORS TYPE 'B' AT STILE ENDS HINGES SEE NOTE BELOW HEAD/SILL CORNERS 81 1/2" DOOR FRAME WIDTH / / / / / / 11f f \II \ II \ _ �1L__ �r FLU\$ BOLT DETAIL` SEE (SHEET 11 it D.L OPG. O 5 cS _ ,_6 m / / / \ / 3 POINT LOCK SEE SHEET 10 \\ . // \// \ \\ \ \ \ \ I 1 1 ')4 ___4q _--aF-_r_ ,,Jr/ / / \ // / / _ ACTIVE _ /-1_, INAC VE DOOR OPTIONS D.L. OPG 4 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION ( xx ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - ± PSF GLASS TYPES 'A', 'B', 'Cl', 'C2' & 'C3' FRAME LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS WIDTH (X) WIDTH (XX) _HEIGHT -STD. ADA• • S•i• ib S 111 BLD• •(L • KOS •I QUAN 37-1/4" 72" r 96" 35" 80.0 7t� - 80.0 BS• :! BS.O • �.0 • ✓•i.0 80.0 42"— 81-1/2" 96" 39-3/4" 80.0 70.0• 80.0• 8%0 7:0 •• 77.j • Ai - • NOTE: •• ••• •• • • • •• VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. SEE CHART FOR QUANTITY SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCK SETS: SCH SCHLAGE CC = COPPER CREEK BLD = BALDWIN HINGES SEE NOTE BELOW HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4" 4 4 4 3/5" 6 6 6 1/2" 7 7 - • / GLASS INSULATORS' CXL = CARDINAL XL KOD = KODISPACE QUAN = QUANIX DURASEAL OUANEX SUPERSPACER NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILLIDURINS • • • • • • • NOTE: PERIODS OF HURRICANE W/RNIIIR'.. • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • •ODOR 81 co, DIMS,•• • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • •0.1).:EIG•jIT ! 1AM HQGH12.875" • AND FLORIDA BUILDING COMMISSION • • D.L2. WIDTH (X D Cii - 64 E WIDTH - 13.75" DECLARATORY STATEMENT DCA05-DEC -21 9 D.LO. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL I11NGES' 4" X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) FEB1 5 2019 PRODUCT REVISED as complying with the Florida Building Cod NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miam -D Pro uc Control mV ti o 5 c drawing no. W13-01 sheet 2 0(13) 0 6" MAX. HEAD/SILL CORNERS 43 1/8" SIDELITE WIDTH FRAME HEIGHT 83 1/8" O O U a o // ,. _ 0 / 1 37 1/8" D.L. OPG. TYPICAL ELEVATION ( 0 0 w 165 1/2" MAX. 42" 81 1/2" 42" 6" MAX. HEAD/SILL CORNERS SIDELITE WIDTH DOOR FRAME WIDTH 3" 11 1 _8aJ- // • SIDELITE LOAD CAPACITY - PSF 0R STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A', 'B', 'C1' GLASS TYPE 'C2' CUSS TYPE 'C3' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30" 33" 36" 37-1/8" 39" 42" 84- 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 33" 36" 37-1/8" 39" 42" 90" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 30" 33' 36" 37-1/8" 39" 42" 98" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 37 1/8" D.L. OPG. SIDELITE OPTIONS / m� / / 3 P0117 LOCK SEE 5H�Ei 10 \ ACTIVE 3" \ \ II �1L_B_ =FLUSIi\ OLT DETAIL SEE SHEET 11 ' j4 �00 0 \ Nng II � 0 II --tery- II / JI� / II / II r, it INACTIVE 28 1/4" D.L OPG. GLASS INSIII ATOR I IMITATIONS FOR SIDF1 ITN WIDER THAN 37- /8" ONLY 90" & 96" HEIGHTS FOR GLASS TYP.fi. • QUANEX DUF4StAl&S PiR9ki10Eg Nti1'•Nj-OW:D • FOR GLASS IMPS 'C3' • • • • • • • CARDINAL XL (et11 m.o.�•OA1 T I t74.0 NSF) • •• • • • •• • • • •• 28 1/4" .L. OPG. TYPICAL ELEVATION ( 0XX0 ) •• • • • • • • • • • • •• • • • • • • • • • • SJIIELI1E D.LSJ. DIMS • • • • • • • • • D.L4. JlEIGF: = l ill IG 12,371 : 1•1�� D.4 "WIDTH.- SIDELITE DT r 6" STAN4ALONt•SIDELTTE ONLY D.LO. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SIDEUTE WIDTH 'J.,' i 37 1/8" 4 ANCHORS TYPE 'B' AT STILE AND MULLION ENDS D.L OPG. SEE CHART FOR QUANTITY HEAD ANCHORS QUANMY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 'A' '8' •C• 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON - SHEET 2 SURFACE APPLIED FALSE MUNIINS MAY BE USED NOTE THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB 1 5 201E PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date08/08/2023 By Mkt -Da roduct Control fa 4"u a 0 FAX. (305) 593-5592 G 8 rc 9 0 NO CHANGE THIS SHEET 8 • drawing no. W13-01 sheet 3 ot13) DESIGN LOAD CAPACITY - PSF DOOR SIDELITE SIDELITE TO DOOR MULLION SIDELITE LEAF FRAME (SEE NOTE BELOW) WIDTH INCHES WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 84 80.0 80.0 37-1/8 80.0 80.0 39 80.0 80.0 42 80.0 60.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 90 60.0 80.0 37-1/8 80.0 80.0 30 80.0 80.0 42 80.0 80.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 96 78.3 78.3 37-1/8 77.2 77.2 39 75.4 75.4 42 72.6 72.6 LEAF WIDTH DOOR FRAME WIDTH SINGLE (X) 42- MAX. DOUBLE (XX) 81-1/2" MAX. SIDELITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 3. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE. DOOR/SIDEUTE OR DOOR/DOOR MUWON CHART WILL APPLY TO ENTIRE SYSTEM. 0 0 Fr DOOR FRAME WIDTH SIDEUTE WIDTH O 1/, / \ \ \ • a I (X0) ( OX ) SIDELfTE WIDTH !I-` DOOR FRAME WIDTH SIDELITE DOOR FRAME SIDELITE WIDTH WIDTH ` WIDTH / / o- 1 i 0 // .\ \ \ 4,- / \ A / \ 0 O O /,® \ \ \ / \ / / \ / MUWON END ANCHORS SEE SHEET 3 • xX0 / DOOR STILE END ANCHORS SEE SHEET 1 •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• 0X0 ) SIDELITE DOOR FRAME DOOR SIDELITE FRAME WIDTH `/, , WIDTH WIDTH ,.\.., \ / / \ ,4- // % % %\\ \ O / \ / \ / \ / \ / f f- -t•. DOOR FRAME SIDELITE WIDTH WIDTH WIDTH / \ - o /6 ;.\ o- / / \ 0.., 5) \ ' \ i; / \ / \ / \ / \ / PRODUCT REVISED as complying with the Florida • • • • • • • • Building Code • • • • • • • • • Non tie. 17-1226.05 • • • • • • • • •• • • • • Expiration Date 08/08/2023 • • •• • • • • • • • • • • • • • By Miaa roduct Control FEB 1 5 P0i8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 11111111I// 1 70592 STATE OF ro 0 a 0 dl FAX. (305) 593-6592 O v 3 0 6 0 s 0 c =1t`. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 411•• • • drawing no. W13-01 sheet 4 0113 EDGE DIST. CONCRETE L EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING POURED h HARDENED HIGH STRENGTH GROUT f'c a 5000 PSI MIN. NOT BY CGI WINDOW MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SODD SHINS OPTIONAL TO GROUT) STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE •• ••• • • • • • • • • • �M.N�_y_� Erika II 11 • TYPICAL ANCHORS • • b •--•_• •rGE DI SEE ELFyq�IONS • • • • • • •• FOR ,� CI G • • • • •• •••• • • •• •• •• • • • • • SADbLEi(4) :HRNSHIILW • •• •• • NOT•APPROVED FOR WATER INFILTRATON RE7ISTANCE UMIT MAX. DESIGN LOADS TO ±70.0 PSF DOOR DETAILS FEB1 5 7018 PRODUCT REVISED as complying with the Florida Budding Code NOA-No. 17-1226.05 Expiration Date08/08/2023 By Miathi-Dad2'STroduct Control TE OF sS/OIL 011111110 coy"U FAX, (305) 593-6592 8 5 0 8 0 c I drawing no. W13-01 sheet 5 of 13� ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (EDGE DIST. R�E 1BY WOOD BUCK SEE NOTE 'SHEET 1 V TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE B- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 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 FDGF DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD 0R JAMBS SG ® 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX 0R FLAT HEAD. N 0 2BY W000 BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • •• • •• • • • • • • • ••• • • •• • • • • •• • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • • • • DOOR DETAILS 1 MIAMI-DADE COUNTY APPROVED CLIPPED MULLION I SEE SEPARATE NOA FEB1 5 2018 TYP CAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miami`-Dadoduct Control 'EA I' OF e\� ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JG d FAX. (305) 593-6592 8 5 0 REV. PER REP COMMENTS ND CHANGE TH15 SHEET bo c 41 drawing no. W13-01 sheet 6 of 13 3/8" MAX. LOAD BEARING SHIM a TYPICAL ANCHORS r SEE ELEV. FOR SPACING OR ACTIVE LEAF m© METAL STRUCTURE D.L OPG Ow .1/2" MAX. _ LOAD BEARING SHIM EXTERIOR LEAF WIDTH DOOR FRAME WIDTH 1/2" MAX. LOAD BEARING' SHIM CONCRETE OR MASONRY;. --�I TYPICAL ANCHORS SEE ELEV..' FOR SPACING 1� 1Y ``11111:, 1W3{C, 11� 0 0 w ALI LEAF WIDTH 1BY WOOD BUCK SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERI OR • • • • • DOOR FRAME RIDTH • • • • •• • • • • • • • • OOOOO • • • •• • • • •• • ••• • • • • • • • • ••• • • • • • • • •• • • • • PRODUCT REVISED s complying with the Florida Building Code NSA -No. .V-1246.05 xovation gilts 0 • • • 23 Ma Da ',duct Control LEAF WIDTH DOOR DETAILS INACTIVE LEAF L- 1/2' MAX LOAD BEARING SHIM BY W000 8U STRUCRE SEE TE EET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 01111111\ )�•'�GEN'•. 6• 2 COMP -AN L\W13-01CGI SERIES SENTINEL 16D ALUM OUISMNG DOOR (L.M.I./S.M.1.) FAX. (305) 593-6592 0 0 E 0 0 2 413. 8 c o T< drawing no. W13-01 sheet 7 of L J ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IF • • • ••• • • • ••• • • ••EDOE'DlsT.' a . TYPICAL ANCHORS SEE ELEVATIONS _ FOR SPACING©25 O ., K MATING JAMB FASTENERS LOCATIONS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9960 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 9538) /� 4X. TEL (305) 288100 FAX (305) 262-0978 `r/ COMP—ANL\W13-01CG1) - > CONCRETE . .�em ®FOR .:•.CONCRETE,', SEE DOOR JAMB SPACING ON SHE 2 & 3 - Imp 44 z :dhIt C) i s N mg 6 tl1 PRODUCT REVISED 1 ^ I 4 as complying with the Florida Building Code EXTERIOR NOA-No. 17-1226.05 © I Expiration Date 08/08/2023 By ei ci CGI Windows and Doors, Inc. • 110100 N.W. 25TH STREET MIAMI, FL. 33172 i TEL. (305) 593-6590 FAX. (305) 593-6592 LEAF WIDTH D.L. OPG. Miam Control . DOOR FRAME WIDTH a roduct SIDELITE WIDTH 0 II li I' I. I: II I. II I I� I i ! 42" MAX. SINGLE (X) 81-1/2- MAX. DOUBLE (XX) o I ! LOAD BEARING BEA�{INc. , . SHIM • . H J j MATING JAMB FASTENERS w �] KCONCRETE ., ' • .4 _® 15 /LJ � , FOR LOCATIONS ®ONE SHEETS J2M& 3PACING - — MASONRY :1 : �.. .. - t 1 by descrpbon NO CHANGE THIS SHEET REV. PER RER COMMENTS GENERAL REVISION REV. PER RER COMMENTS , • ®®m `00EXTERIOR © D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SIDELfTE WIDTH _ DOOR FRAME WIDTH ^o o = m ^ c © 4' LONG SEE ELIEV.NG • • FOR SPACING• 42' MAX. SINGLE (X) • • . • • • • • • 81-1/2' MAX. DOUBLE (XX) FRAME WIDTH Ag o o w L. 11 Wit. • :::::: • • • • • • • BEFORE MATING FEB 1 5 1018 �� R+7'� '' 1:•• GEN$F• = 1{,,ri' T �2 a 1 'u d . ••• • •• • �/` _ ■p • *• T oNCRFrE. R.o ° : • • • 444 LI�IT$HIM TQikETA:SZUCTURE AT ,IAMBS TO 3/8" • `v . J drawing no. W13-01 • a. - • • • !T • • • • • • • • • • • • •.I •a..• EOF Q/� 1Ok.••4•C'J. .TYPICAL ANCHORS - • • •• • • • • • • • EDGE DIST. SEE ELEVATIONS • • �''�S/® ��.�� • • • • FOR SPACING SIDELITE DETAILS Al /''1I/111111\1\ Wie-esE-'711) _ • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3539) TEL (305) 264-8100 FA/C. (305) 2628978 C L COMP-ANL\W13-01CGIjI ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS -DUMMY -___l 1 AL-189 AS READ. FRAME HEAD & SILL 6063-76 KEYMARK / SAPA r-/ - 2 AL-190 AS REOD. FRAME JAMB 6063-16 KEYMARK / SAPA ®CDO 4-T---._______-J 1 1 3 AL-196 AS READ. SIDEUTE HEAD & SILL 6063-76 KEYMARK / SAPA 1111 ®�_ 4 AL-197 AS READ. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA ACTIVE LEAF INACTIVE LEAF 5 AL-198 AS READ. MATING SIDELITE JAMB 6063-T6 KEYMARK / SAPA �_�1R1 ie� �� 6 AL-193 AS REQD. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA n1 IA1141 6063-76 KEYMARK / SAPA :' h �� L A - ice_ 7 AL-194 AS REQD. PANEL VERTICAL STILE —�111��1111 I. �J �(E■ 11 �■ ■EI 8 AL-199 AS RECD. SHEAR BLOCK 6063-T6 KEYMARK / SAPA _ I ��ll''t__�� , 11 SILL SCREW COVER 6063-T5 KEYMARK / SAPA _=�7 [�� 11]�t i, 9 AL-191 AL-192 AS READ. AS READ. FRAME HEAD & FRAME HEAD & SILL SLANTED SCREW COVER 6063-75 KEYMARK / SAPA laililawlaio � U�T 10 11 AL-121 A5 REQD. GLAZING BEAD (7/16" LAM.) 6063-15 KEYMARK / SAPA OPERATION OF DEADBOLT ® De, r--Y 12 AL-123 A5 REOD. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-T5 KEYMARK / SAPA (WITH KEY FROM THE 0u - EXTERIOR OR RN EXTERIOR I I 13 AL-200 AS REQD. SHEAR PLATE 6063-76 KEYMARK / SAPA 05106)THUMB 14 AL-195 AS REQD. ASTRAGAL 6063-75 KEYMARK / SAPA ACTIVATES THE THREE-POINT LOCK MECHANISM 15 AL-508 AS REOD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK SAPA / REGARDLESS OF LOCK SET 16 AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA OPTION INSTALLED. SECTION AT DEADBOLT LOCK 17 HD-4503PL A5 REOD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY _ C_ J 18 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY. STEEL COI PROPRIETARY ,SERIES SENTINEL 160 ALUM OUTS4ING DOOR (LM.L/S.M.I.)] CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL 20 HD-5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 1 BRASS 9ALDWIN 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL (1)902 O®O 22 J10 TORSOS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL 23 J10 TOR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLACE 24 JD60 AS REOD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL . . 25 HO-34-10116 AS REQ0. LEVER LATCH LOCK, AT ACTIVE PANEL ACTIVE LEAF INACTIVE LEAF 26 HD-34-10116 AS REQD. DUMMY LEVER. AT INACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK AT ACTIVE PANEL - +I•' �� 27 28 HD- 082410 HD-537 AS REQD. AS REQD. DEADBOLT (THUMBTURN), LATCH LOCK STRIKE PLATE S. STEEL - 1e III I� ��,�' I I II' FH PLATE ATTACHMENT)S. STEEL - �1 �- 1iLJ' �I -'- 28A 25 - HD-538 2 /PLATE AS REQD. #8 X 3/4" PHP. SMS (STRIKE DEADBOLT STRIKE PLATE S.sI ELL - ' 'G aa �gl ^[4 AA I�0111 2 /PLATE #8 X 3/4" PHP. EH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 1•••r�/ ' 29A 30 - HD-53EN AS REQD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI i x2 31 HD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI © descrp#ion NO CHANGE THIS SHEET 140 CHANGE THIS SHEET GENERAL REV1510N REV. PER REP COMMENTS 32 HD -STRIKE BOX A5 REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR . . 33 HD-525-9-REV 2 /LOCK'MECH. BOLT LOCK ASSEMBLY 5_ STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-108 4 /LEAF 4-1/2" x 4' HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-AB800-U532D 4 /LEAF 4-1/2" x 4- HINGE BRASS HAGER 36 HD-AB800-US 4 /LEAF 4-1/2' x 4" HINGE S. STEEL HAGER 37 03/e'-16 R00 2 /LEAF 03/8"-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REQD. .187' x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB L•„'�' FF■■tt 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, Al DOOR FRAME HEAD & SILL PVC - SEALANTS: c NN� 41 HD-12-10042 AS REQD. .350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 42 WS-32011 AS REQD. FOAM-TLTE CLOSED CELL FOAM COMPRESSION SEAL • • • • • •- • •AA1 • • • GE SCS2000 SILICONE SEALANT. 60C©DI HD -CUP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEM •43 •ALLOMINI•J • ♦ • • • 44 - 3 /CORNER #10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) • • � S.•Si�F=. • PRODUCT REVISED • • • • • as complying with the Florida 11It I l l I I I l7T,7 -- "' = a = n - '`- o �, V 45 - SEE ELEV. #14 x 3/4' HH. TEK (MULLION ATTACHMENT) • • S. 6TEN_ • 1 • • • Building Code �x ��wp1+ �i : 4 46 8/HINGE 4/CUP •d #12-24 x 1/2' PHP. EH. UC. THREAD FORMING • • • 5. S Lt •- • • • • NOA-No. 17-1226.05 - �i y NSF 47 - - , 2/EACH #6 x 1/2' PHP, TH. SMS. (ASTRAGAL ATTACHMENT) 5. STEEL ..• 13 - - Expiration Date 0 8l2023 48 - 1/EACH p10 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL _ - By FEB 1 5 2018 o. 05B2 49 03/8"-16 NUT 4 /LEAF 03/8"-16 SERRATED -FLANGE NUT (2INC PLATED) • • • • %EEL •- • • lMiaml- ad roduct Control = 50 - 2 /FLUSHBOLT #8-32 x 1/2" PHP. PH. M5. (FLUSHBOLT ASSEMBLY) • • S•� • • • • • drawing no, W13—01 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2' PHP. PH. •MS. • •ALIIMI911 • • • �REF3I TV• • • 52 HO-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS AV. •• NYLOA • .• • • • • � S " 1 I 53 - 2/ LITE SETTING BLOCKS EPD1 DUROMETER !Ots SHE A 7J7(sheet 9 of 13 • • • • • • • s • • • • • • • • • • • • • • • solo • • • • • • • • • • • • • • •o •• • • • •• •• ••• • • • ••• • • LOCK (ACTIVE) STILE #10-24 PHP. PH. 55. M5. 0.450' (OD) a .031' 1,10N WASHER 0.255 (Oo)..040 2' 5. STEEL SPRING 0.450' (00). .031. NYLON WASHER TOP HD( ROD WIrH COUPLING NUT (1-51ILE HT: 49.a75] NYLON SILENCER BLOCK 03.500. 9. STEEL BOTTOM HEX R00 Wi COUPLING NgT RENGTH=3x) UNLOCKED POSITION LOCKED POSITION • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0400 • • FEB 15 2 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 BY Mani e Product Control drawing no. W13-01 sheet 10 of 13 PANEL HEIGHT UNLOCKED POSITION ( LOCK (INACTNE) 5T6/ LOCKED POSITION • 6 E FLUSH BOLT ACTUATOR • • • • • • • • • • • • • •• • • • • •• ••• • • ••• • • • • • • •• • • • • • •• • • • • • • • • • •• • • • • •• •• • • • • •• • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By MM -Da •r'' roduct Control NOTE: FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) FEB1 5 2018 ' �L tilltl ll/� •``r M1M. 7D582 T EOF <y c?� ALAI OUISWING DOOR (LY.I./S.M NO CHANGE THIS SHEET j3 NO CHANGE THIS SHEET 5 drawing no. W13-01 Lheet 11 0113] ••• • • • • ••• • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • •• •• 0 DOOR FRAME HEAD/SILL .062 L 1.587 O FRAME COVER 1.625 O SIDELITE TOP & BOTTOM FRAME 41 r1.587 125 .062 SILL COVER — 1.788 4.495 —.080 5.500 O TOP & BOTTOM RAIL 8 SIDELITE JAMB COVER 0 HINGE & LOCK STILE O ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE -.125 L 4.000 .500 16 SADDLE THRESHOLD O DOOR FRAME JAMB O SIDELITE FRAME JAMB —{ 1.061 .310 .080 1.465 7 I1_. ...5 .ace -i-• .°ip zoo . J . I . • • �-.__.-- • �I.a704=. ••.• •• •• • • • • O• • • • .� • • '�"' SIDELITE MATING • JAMB GLASS ▪ STOP (NSUL. LAM. GLASS) -�j r-.675 .995 .050 • • • • • • } • • • • • • • • ..1e: • •• • • al • •• • 11 • • • • • 120 •4°a0 • •GLASS•STOP (LAM. GLASS) .��d... •• • • • _. 505 -�{ —.120 I • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • FEB 1i 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date08/08/2023 By retie roduot Control COMP-ANL\W13-01CGI OUTSWINC DOOR (LM.I./S.M.I.) L, (305) 593-6592 v 5 L 5 ci 0 g 0 0 0 tlab: 01-03-13.] 6 drawing no, W13-01 sheet 12 of 13 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL ACCESS HOLE DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER SIDELITE JAMB CORNER TOP & BOTTOM 46 1P:00• li •• •..;� . . . • • • • . . . • . SADDIF THRESHOLD CORNER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• .• • • • •• .. 000 • • • 000 • • ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 FEB 1 5 2018 drawing no. W13-01 sheet 13 of 13 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25th Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flprida Building •/ • • • • Code, including the High Velocity_ Hurricane Zone.• • tDESCRIPTION: Series "Sentinel 110"-Aluminum Single Hung Window — L Mai MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy • •• .+ • • • � • APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 't fir Alum. S:A' Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated W1.7, prepay d by Al: • Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the MiatrliiQptle Cotipa :Product Control Revision stamp with the Notice of Acceptance number and expiration sWW;.by the M,i-Dadq„•. • County Product Control Section. • • • • • •••• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. . . . • •LABELING: Each unit shall bear a permanent label with the manufacturer's aaame•or logQttty !' state, model/series, and following statement: "Miami -Dade County Product Control Approveci', unless otherwisC 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 APPROVED- k NOA No. 17-1018.08 Expiration 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 Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FJ3C TA'S 2..0;.'-94 2) Large Missile Impact Test per FBC, TAS 20404: . .. . • 3) Cyclic Wind Pressure Loading per FBC, TAS183-94 . • " • • • along with marked -up drawings and installation diagram of a series 7400 PVC project • out window, to qualify DuPont "Butacite" PVB interlayer, Dur eei® and•'vpgr • Spacer® insulating glass spacer, prepared by Certified Test Labaratories, Test Report • • No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patcl?P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading ftf 1$C TAS 2'02-94 •, 2) Large Missile Impact Test per FBC, TAS 2.1-94• • • 3) Cyclic Wind Pressure Loading per FBC, TA.S,203-94 •. • • along with marked -up drawings and installation diagram of a series 238 altaaarretlin 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 by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) W'.�nu�l ? Manuei1P ez, .E. Product Control xa tiler NOA No. 1-1018.08 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 Al-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. 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 CompMi 4MA) for their "Saflex CP — Saflex and Saflex HP Composite Glassjoterlayets vYith PET Core" dated 06/19/14, expiring on 12/11/18. • . • .... 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chernit; 4Company (MA) • for their "Saflex Clear and Color Glass Interlayers" dated 06/19/Zil, exp t lg on . • 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5tt' Ediiiod (2.014), and.of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation?;ignec andseale& 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. E-2 Manue er , P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 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 Al-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 hth Edition (2017), dated 09/29/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) . • •• E. MATERIAL CERTIFICATIONS '....' 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. ffr heij "SentryGlas® (Clear and White) Glass Interlayers" dated U6/2 7t5, exptfiiii on 07/04/18. . . . • • • • •... • • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. ft%thefr "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayersi'1ated 01i1.9/•17, expiring on 07/08/19. •• •. •.•• 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Cheinioat Comgany. (MA) '. for their "Saflex CP - Saflex and Saflex HP Composite Glas$ Intgrlayecewith PE' 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 of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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. Manuel re , P.E. Product Contr E miner NOA No. -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 • • • 6" MAX. HEAD/SILL CORNERS u 53 1/8" FLANGE WIDTH 47 7/16" D.LO. (FIX. UTE) 20 9/16" MAX. y a HEAD/SILL I — 4 I IF / �/- 7 O /. II // 11 // I II I D N I I 1 I f, VENT WIDTH FLANGE & FLANGE"ADAPTOR"FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. FALSE MUNTINS (SURFACE APPLIED) OPTIONAL IQ APPROVAL APPUES 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 MAW—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 EDm0N)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 5 1/2" MAX. HEAD/SILL CORNERS 52 1/8" BUCK WIDTH 47 7/16" D.LO. (FIX. LITE) 20 9/16" ** MAX. ® HEAD/SILL B 11 II / _— ®' %/ II / TI II I I 47 7/16" D.LO. (VENT) 50 1/4" VENT WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" FALSE MUNT1NS (SURFACE APPLIED) OPTIONAL DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED 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—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED 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 THIS PRODUCT AND SEALING AROUND OPENING FOR • • • • • • • • • • • WATER INFILTRATION RESISTANCE ETC. • • • • • • CONDRIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL. 5 1/2" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATION ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 6 • •• •• ••• • • • ••• • • D.LO. (FIX. UTE) 20 9/16" ** MAX. HEAD/SILL f\^7`J1 B 7 H__/�_9 I I zrt iz I 47 7/16" PRODUCT REVISED as complying w4&g lfie Rodeo Bulldog CO& Acceptance too . Ole Expiratign Date VENT WIDTH FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT ATE OF ............. ONAL /`11111110' SERIES SENTINEL 110 ALUM S.H. WDW. (LM.I./S.M.I.) 0 m 0 oo p W LY c~n 0 1- (N U '- CON M 30 N.)M v 3 cz�� —615 (2 3 Q J o FAX. (305) 593-6592 0 8 0 EI UPDATED TO 2017 FBC 0 8 0 drowing no. W10-03 sheet 1 of 9 EQUAL LITBS WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DINS. BUCK DIMS. GLASS TYPES 'A'8'A1' GLASS TYPES 'W8151' WIDTH HEIGHT WIDTH HBOH1 EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-I/O" 28-1/21/ 37' 49' 53-1/8" c_28" 16-1/8' 25-1/2" 36" 48' 52-1/8' 25' 75.D 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' 53-1/8' 38-3/8' 18-1/8" 25-1/2' 36" 48" 52-1/8' 37-3/8' 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 65.0 75.0 75.0 80.0 85.0 19-1/6" 26,1/2" 37 49' 53-1/8" 00-5/8"` 18-1/8' 25-1/2' 36" 48" 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 60.0 85.0 19-1/8' 26-1/2' 37' 49" 53-1/8' 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" 53-1/8' 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' 85' 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 60.0 85.0 WIDTH 0, x EQUAL UTES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 YA" TYP. s- • UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DINS. BOCK DIMS. NAY.TOP LITE GLASS TYPES 'A'8.'AI' GLASS TYPES '8'14131' WIDTH HEIGHT WEAN HEIGHT 'A' DIM. EXT.(+) 1NT.(-) EXT.(+) 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 28-1/2' 25-1/2' 70-5/8" 75.0 75.0 80.0 85.0 31" 30' 63-5/8" 75.0 75.0 60.0 85.0 33' 85" 32' 84" 60" 75.0 75.0 80.0 85.0 37" 36' 53-1/2' 75.0 75.0 80.0 85.0 43" 42' 45-1/4' 75.0 75.0 80.0 85.0 BUCK DIMS )4" TYP. FLANGF FRAME FLANGE DIMS BUCK DIMS EQUAL LEG FRAMF BUCK DIMS ••• • • • • • • R•R I,�• • • • i FI� f 1iA "1r • . • • • •• ••• •• • • • •• BUCK DIMS ••• • • •• • • • • • • • ••• • • • • =I{ANOE ADArO•it TAW - • • FLANG` DIMS• • - • • I • 1) O UNEQUAL UTES (ORIEL TYPE) YRODUCF REVISED as complying with Hu Florida Building Code Aceepmncc No 1 - LI O. Expiration Date 11v Miami ade Product 51 5 7 TATE OF " [( ORIO... 'U,. 0/11I111111 u' COMP-ANL\W10-03CG1 FAX. (305) 593-6592 5 55 5 0 02-02-10 drawing no. W10-03 sheet 2 of 9 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • 0 0 a cu 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 BR • Kuraray America, Inc.' 090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS (L.M.I & S.M.I.) 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 Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS � U a O 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" Inter -toyer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, 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 'OUANEX' 0R 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' & '81' MUST BE TEMPERED. (L.M.I ONLY) • • • • • • • x • 0 • ••o 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 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 • jjj(((L ED_SPACER y • G�BY 'CARDINAL' • • • URAtVL BY 'QUANEX' • R • •a 4UPfljA•SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES • • • • GLASS TYPE 'B1' • • • • 0.70" OVSSALL• IN�1L. !AM. GLASS • • ••• • •• • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • PRODUCT REVISED .0 complying with the Florida Building Code Acceptance No Expiration Date w 111 \ 111Uif�l,t��rp's,,: PENS O. S TEOP r ORtDr.•'' 4IT SERIES SENTINEL 110 ALUM S.H. WOW. (L.M.I./S.M.I.) COMP—ANL\W10-03CGI .o dote. 02-02-10 drawing no. W10-03 (sheet 3 of 9 1BY 00D BUCK TYPICAL ANCHORS SEE ELEV. LFOR SPACING aiii=11111i EDGE..000. .. rh/ Y� 1 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8' MIN. 2 3/8" MIN. FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. •• •••• •• •• •• •I• •• • • • • • •• • • • • • • • • • • •• • • • 1.■�� • • 4 : • • • • •" . d .a • • • •• • • .. ic .•• . • •• ••• • • • • • ,• • • • • TYPICAL ANCHORS • ELEV. • • F8R SPACING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • • • • Fr MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 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-10D KSI) 1/4" DW,_ULTRACON BY 'ELCO' (Fn-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (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 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 OR 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 f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS frn 2000 PSI MIN. PRODUCT REVISED as complying wife tho Florida Beiidirg Code Acceptance No 1 io18• oa x0imtion Date �111111/\ GEN5 '. 0592 ATE OF 'ONAA v % j y�11111111 drawing no. W10-03 sheet 4 of 9 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS 1 /4" MAX. SHIMS BUCK WIDTH ,/4• ,.,,x FLANGE & FLANGE ADAPTOR FRAME SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING /4; EXTERIOR D.L OPG. BUCK WIDTH 1/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 BUCK WIDTH WOOD BU WOOD STRUCTUR MIAMI—DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH #14 X 1" FH. SMS. • • • • •• • • • • • • • • • • • • • FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED Js complying <M it the Florida Handing Caw Acceptance No 4 /-4 OS ;.xpiration Date �!fl /1l QW ni 4acM ProAucf 4, sy_ J � • lUCEN6F'••.. �; No. 7,092 ATE OF ONAL 111111111t to4*V 2z gpg 0,71 CC O ()Ogg M pang o0L0 Q W m g COMP-ANL\W10-03C SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.) iN 0 5 FAX. (305) 593-6592 0 v U 0 1 5 5 5 A 0 0 c drawing no. W10-03 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• . • • • • • • • • • • • • • • • • • • • • •• • sheet 5 of g 1BY WOOD BUCK • 0 EDGE/ DIS. °. 1DYJ WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL 0 x TYPICAL ANtHORS SEE ELEV. FOR SPACING i TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS a TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. 2 3/8" MIN. es ••• • • • • • • 'It• • • �I I �• • •• • •• ‘• WHEN USED -614•MIN. WapOD BUC4C DEPTH•SI-MLL RE 236". TINE USED O. DEEPER 012 BIELE DW(rt!JCIS PERMIjfEL� • •• • • • • • • • • • •• • • • • •• • • • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • -IL� __ G tom. 14 X1" FH. SMS. EQUAL LEG FRAME_ Fr MIAMI-DADE COUNT' APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH I i'RODUCf RHV13ED ?ps cnmplYing with W Eksi s Building Code Acceptance No -1018.08 Expiration Date Hy TYPICAL ANCHORS - SEE ELEV. FOR SPACING ott �Q.•' VGEIISE'•.. �: No. 0592 STATE OF � �lOR1D�` •�� IONAL E \\ lllllll ll% SERIES SEN11NEL 110 ALUM S.H. WDW. COMP-ANL\W10-03CGI FAX. (305) 593-6592 9. 0 d R 8 3 d 9 UPDATED TO 2017 F9C 8 S trt 8 5 drawing no. W10-03 [sheet 6 of 9 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI ti J HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING WOOD STRUCTURE NOT BY CGI t3 1/4' MAX. GAP 1/2' MIN. HOUSE WRAP NOT BY CGI FIN FRAME TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (GRADE 2 CRS) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD E3 EB •• ••• • • • • • .• • • • • • • • • • •• ••• •• • • • •• BUCK HEIGHT EXTERIOR D.L. OPG. • •.• • • .• • • • • • • • • • • • • • • • • • • . • • • • • • . •• • . . • • • • • • • • • • •.• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • :':<ODUCT REVISED ,Is comply"B with the Florida 3uilding Code .,.fcepte.ce No Cxeiretion Date MAX. GAP 1/2' MIN. BACKBED CAULKING 2 m�V SERIES SENTINEL 110 ALUM S.H. WDW. FAX. (305) 593-6592 8 S ry 5 iy 0 % t drawing no. W10-03 sheet 7 of 9 ITEM PARTY 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—TB — E5 COI-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 REQD. 5/16" GLAZING BEAD 6063—T5 — E9 CGI-10B AS REQD. 0.700' GLAZING BEAD 6063—T5 — E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063—T6 — El 1 CGI-110 AS READ. 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 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC — M4 — 2/ LATE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE — BSI OR EQUIV. M10 — 2/ WDW. BLOCK/TACKLE BALANCE — BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLNAN M13 CGI-131 2/ WOW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN — D BULB—T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI-133 4/ WDW. 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 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 — 2/ WDW. B/T BALANCE TAKE OUT CLIP — BSI OR EQUN. IA22 146-8 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI-134 — SILL SPACER PVC PROTOTYPE OR EQUIV. S2 — 2 OR 3/CORNER # 10 X 1 1/4- LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW — — S4 — 4/ WDW. # 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW — — S5 — 2/ WDW. # 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 — — • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • PRODUCT REVISS0 NS Complying with NO Meal i3uildmg Code Acceptance Na IT ioii Di. i;x�iration Date "4/. By - Miami ncle Produc 01111111II7j �P,••'��OENSF''•., • 70592 iY ®N•TATEOP �•l( �� • ORIO°;.• i eil 4C\\\ �/1/111111\\ SERIES SENTINEL 110 ALUM S.H. WDW. (L • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • U M 0 FAX. (305) 593-6592 0 8 8 M B 2 UPDATED TO 2014 FM 5 V 8 O aa drawing no. W10-03 sheet 8 of 9 -{j-.065 If • • • • • • • • •• •Building - FRAME FRAME �� • � • TOP BOTTOM / �' • CORNER CORNER 10 ��1�i' J�� lI 01/ 11.11 I II •TI :. 0VENT �.500 I i ; 52 pgODUCf complying REVISED � with TOP VENT BOTTOM the FloridO / CORNER CORNER y 11 111111111 S2 / �//" / 52 jrT/ is 2.505 2.505 1.745 1.550 I 1 1.680 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (305) 264-8100 FAX. (305) 262-6978 [ COMP—ANL\W1 811 .745 065 TYP. .811 1.245 I .745 065 TYP. 050 1 --1.395 ® NAIL FIN ADAPTER ® FLANGE 1.015 FRAME F- HEAD Et FLUSH 1.015 FRAME - HEAD •^1.583 1.583 .065 TYP. - 1.007 r_ I .065 TYP. 1 .745 1.368 .O6P y 2.113 t.ot5 1 3'675 1.4lp2s 3.175 t.4zs 3.17s < 1 I(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 E4 MEETING -1.220 --- RAIL 1.000 d 'Soo .500 1.220f 2.505 O FLUSH FRAME SILL 2.505 e FLANGE FRAME SILL 1.788 I-1.301-1.043[(2 1.301-y 085 TYP. 2.440 .065 2.440 .065 TYP. ES II 1.015 F� LOCK RAIL i15 1.0 d P 1.015 2.195 -I I .745 .745 o a 'o NO CHANCE 1H6 SHEET UPDATED TO 2014 FT9C r • n € o $ 2.846 ® FLANGE FRAME JAMB E3 FLUSH 2.346 FRAME JAMB 1.043 1.892 ass TYp, .490 I 1 .1201 r -I .705 .1 --I 0• .700" 050 TYP. .864 F^- GLAZING BEAD os .705 3 EB 5/16" GLAZING .050 TYP. .864 BEAD EB 1.015 H/�li� • - RRIL• • • • c Y •0 0 ' m U o n o d o i m .: on • �395 • • • • • • • • • • • • • • j • • .745 date: 02-02-10 [scale: 1/2' - 1" T dr. by. [chk. by: 1.395 180-i-1 1.449 293 • • • • • f • • • • 1.450 80 ii_cCj1tM(A 1w] -1 18 6 ...0Jpp,,® Eraira,ion DM. 13 Y R1ian Dade Product _= - A1�'/<, �........ '� , '; '�CEJdSF � • N . 70592 Y} - i • • • 65 •• 6 • • • • L_ 1 • • • • • FLANGE • • • • t • • • ADAPTOR %, •, • •.• �� i7j/TT11IAj�11tt�`` ; TE OF : .{/1: 1D�`.•'• T� . ��O . .060 19 SCREW 1.413 COVER .050 O65 M3 FLUSH FRAME COVER drawing no. W 10- 03 • • • • • • • . O SASH RAIL • sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. •••• CDESCRIP.TION: Series "Sentinel 120f2 Aluminum Horizontal Sliding Windon - Ldi'I.I. • • • • • • MIA11-H—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 12b•Alum. lIorie •Sliding •• Wdw. (L.M.L/ S.M.L)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03a2;1.0.with revision "H'• dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Aiwa, P. E.,•ing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptanceaximber aiid�.�plratiorl... • date by the Miami -Dade County Product Control Section. . . • •••• • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's damt dr logq, city, state • series, and following statement: "Miami -Dade County Product Control Approved', iii4e.ss otherwise noted • herein.•.• • •• • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there lias 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 APPR©VE[t- 1 N_ A No. 17-0918 09 Expiration 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 per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 • • • • • • along with marked -up drawings and installation diagram ot.•a •series �entixie1 120 . • aluminum horizontal sliding window, prepared by Certified F Laboratories, Test • t' Report No. CTLA-3062W, dated 07/07/15, signed and sealed bY•Ramesh•'C•. Pate P.E. • . .... .... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading gepIBC TAS.202-94 • • 2) Large Missile Impact Test, per FBC, TAS 2(11'94 •w• • 3) Cyclic Wind Pressure Loading, per FBC, 'IFS:13-94 • • •. along with marked -up drawings and installation diagram of a•serics fixed •evindow, to • qualify DuPont "Butacite" PVB interlayer, Duraseal® and Siip€x Spacer®.insulating • • •; glass spacer, prepared by Certified Test Laboratories, Test Report No. GSA-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 4 orge M. Plasencia, P. E. Prod ct 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, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 • • • • along with marked -up drawings and installation diagram :of a •series .: Seiitinel" • aluminum horizontal sliding window, prepared by Hurricane ¶st eLabotatpry. LLC, • • Test Report No. HTL-0080-0102-10, dated 06/04/10, signed arKi sealed 13VVinu J'. . Abraham, P. E. •••• •••• • • (Submitted under NOA No. 10-0510.12) • . . . . C. CALCULATIONS " "" ...•.. ▪ • 1. Anchor verification calculations and structural analysis, cosnptyi ig with 'BC 5th Edition (2014), prepared by AI-Farooq Corporation, dated 0W/17/15,'i 'Med op 05/11/16 , signed and sealed by Javad Ahmad, P. E. • • . • . 2. Glazing complies with ASTM E1300-09 • • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 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 confoinuance, of complying with FBC 5' Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15„signed by Jaime Gascon, P. E., Section Supervisor. •....' 4. Laboratory compliance letters for Test Reports No.'s CT.P3A-3056:W4,. dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WL,•aated 0716/15, an issued by Certified Test Laboratories, all signed and sealed by IPgiesh C. PAtil, P. E. (Submitted under previous NOA No. 15-0512.05) • 5. Testing Proposal issued by the Product Control Section, da&-.4•1.//16/14, sighted by. Jaime Gascon, P. E., Section Supervisor. • • • • . . • .. (Submitted under previous NOA No. 15-0512.05) • •• •• •. • • • • 6. Laboratory compliance letters for Test Report No. HTL-0Q80-0102-10' •issued by • Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed•by.Vinu S. • 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.L, 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 orge M. Plasencia, P. E. Pr. uct 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 America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring o4QJM04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Cheri .a1 Compaav: MA) for their "Saflex CP - Saflex and Saflex HP Composite Glasstbterlaye;s pith PET ••. Core" dated 09/07/17, expiring on 12/11/18. • "" 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chenjjcal.Compaup (MA)i for their "Saflex Clear and Color Glass Interlayers" dated 0947/.1.7, exl?iz g bn 05/21/21. ;••• .... .... F. STATEMENTS • . . .• •, 1. Statement letter of conformance to FBC 5th Edition (201Q and FBC, 64"Editio n (2017), dated 08/30/17, issued by A1-Farooq Corporation, sig7edand sealed by Javatl" Ahmad, P. E. • • • G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Prgduct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017. E-4 /ATI ON 111 6" FLANGE WIDTH 5 MAX. TYP. 1 MAX. HEAD/SILL ink © `1 MTG. STILE ,�_` 63" FLANGE HEIGHT 58 1/2" n) I F II it II O i n N 0 t I f/ II 0 } II N N / // OI AX Nzr FALSE MUNTINS (SURFACE APPLIED) 32 7/8_ ADDL. ANCHOR REQD. AT CENTER OF ALL PANELS OPTIONAL D.L OPG. 36 3/8" D.L OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL 5 1/2, MAX. HEAD/SILL FALSE MUNTINS (SURFACE APPLIED) OPTIONAL VENT FLANGE & FLANGE ADAPTOR FRAME 110" v BUCK WIDm 5" MAX. TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL H II I, I I I I II F • J e II 6 - r =___ Ran II 8 ' + VMS 32 7/8• U.L. OPG. 36 3/8" VENT WIDTH 32 7/8" D.L OPG. FIN FRAME 8 • N• ••• • ••• • • • • • • • • • • • •• • • 110" 5 1/2" MAX. HEAD/SILL 1 7 / BUCK WIDTH 5" MAX. TYP. MTG. STILE •� a�a4ea�a�•�s•am_•a��a»NI BUCK HEIGHT 56 1/2" T D.L OPG. 1 I I I 1 I ulI , 0 _ 11 I I o; 0 . / _-- FALSE MUNTINS (SURFACE APPLED) OPTIONAL 32 7/8" D.L OPG. 36 3/8" VENT WIDTH 32 7/8" D.L. OPG. EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./FI.R. OR HORIZONTAL ROLLING WITH OTHER MWAI-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 CF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE WCWDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE pESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO A1E BIRLOING•SIR•CNRi• • AICIOR� SF1•LL R�"�ySION RESISTANT, SPACED AS SHOWN ON DETAILS ND•INSj8LLF� P NUF• INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE •AATrFIRIAI•SHAI.L OND�W�L.L DRESSING OR STUCCO. A•LSAD DISZATIDMINCIIREAWSS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SREQUIREMEIJTS OF THEt8114/20•7 FLORIDA BLDG. CODE & ADOPTED STANDARDS. INFORMATION „,',•� ECC}}�FPIC yR0qLEC Le. FE SAFETY OFAND DOES T PROVIDE THIS PR DUCT ADEQUACY rJT N TRACE NG I5 PR UCT AND SEALING AROUND OPENING FOR A TION AN RE CONDITIONS NOT SHUNT IN THIS•DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED 8Y BUILDING OFFICIAL. ADDL ANCHOR REQO. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-Ho. 17-0918.09 Expiration Da a 09/22/2020 By Miami a Product Contro LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT 4 \\\Ill lllllr/Y 'Q'.•' vOENSF • 7 OF F R1pR.: '�OYdAL 6� COMP -ANL\W1O-03 C 0 cc cn =N 3 NM 8) 0 •M n v3 30_ 0 FAX. (305) 593-6592 c 8 8 6 2 UPDATED TO 2017 FBC To -oo g. S c drawing no. W10-18 sheet 1 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 111" III Ivn� 1-1-1-•r,1,,, 6' MAX. FLANGE WIDTH HEAD/SILL Typ, vv MTG. STILE TG IMil 111111111111111111111101111111 t__l l 63' FLANGE HEIGHT 58 7/2' D.L. OPG. u II _ I I-- ©If F 1 , I E n � > N - u 31- % 1 t- - __ / u I II v v 9 �; l .•I•� otaill etc FALSE MUNTIN (SURFACE APPLIED)) AANCHOR ATT CENTER OF ALL 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. HEAD/SILL FALSE 90955S (SURFACE APPUED) OPTIONAL BUCK WIDTH 5" MAX. TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL I1 0 ___ __1___ /11 0 HF= 3L / %T----_ "/ tt /. /4 '1 24 1/2" D.L. OPG. 28" VENT WIDTH 49 5/8" D.L OPG. FIN FRAME K U v 5 1/2" MAX. HEAD/SILL 110' Al 5 FLANGE WIDTH 5" MAX. TYP. MTG. STILE MIN D.L OPG. -� O `l HF-;- i F /4 r I I i-= FALSE MUNTiNS (SURFACE APPLIED) OPTIONAL - • • • • • • • • 7m • • • • • • • • • • • • • • •• • • O.I_ OPG. D.L. OPG. VENT IDTH EQUAL LEG FRAME ADOL. ANCHOR RE00. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL • • ``11111 lilt1111 70592 • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Dater 9/22/2020 By Miam •a••'• roduct Control [u' 13 U 0 a V drawing no. W10-18 sheet 1.10f 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF (XO 0R OX SIZES) STD. MTG. RAIL &D. MTG. RAIL GLASS TYPES GLUE TYPES FLANGE DIMS. SUCH DIMS. 'A'@'A7', 'H'k'BI' '8' & '81' WIDTH HEIGHT %MOTH HEIGHT EXT.(+) ANT.(-) EXT.(+) ANT.(-) 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 37• 36" 65.0 65.0 80.0 90.0 53-1/8" 26" 52-1/8" 25. 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 800 90.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 3. 7_.-" 38-7/8" 36" 37-3/8" . 65.0 65.0 80.0 90.0 .. 65.0 65.01 80.0 90.0 53-1/8" - - 52-1/8" 74"-. 73' 65.0 65.0 80.0 90.0 26-1/2" 25-1/2" 85.0 65.0 80.0 90.0 36" "65.0 65.0 80.0 90.0 m..37.�.. 53-1/8" 50_5/8- '--- 52-1/8" 49-5/8", .65.0 65.0 80.0 90.0 74 73" 65.0 65.0 80.0 90.0 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 ' 37' 36" fi- 65.0 65.0 80.0 90.0 53-1/8' B3. 52-1/8" 65.0 65.0 80.0 90.0 74" 73' 60.2 602 80.0 90.0 )5" TYP. OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH .XO OR OX' BUCK DIMS FLANGE FRAMF FLANGE DIMS DESIGN LOAD CAPACITY - PSF (Xo OR OX SIZES FLANGE DIMS. HUCK DIMS. STD. MTG. RAH. H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'A1', 'B'A'BI' CUSS TYPES 'B' 6 'B1' MISS TYPES 'C' & 'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) ANT.(-) EXT.(+) ANT.(-) 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 65.0 85.0 65.0 80.0 90.0 85.0 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 80.0 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 65.0 85.0 - - - - 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 - - - - 65.0 65.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' TYP. RUCK DIMS EQUAL LEG FRAME • •• • • • • • BUCK DIMS FLANGE ADAPTOR FRAMF FLANGE DIMS • • • •• • • • •• • • • •• • • • •• • • • •• 010TE• • • • • • • • GPASS CAPACITINS ON iHI SHEET ME • • • iLtSED :3N VT L1.30Q- (3 S. GOUTS} • AWD FIG4ID B IL`y��NG•Ct�y�tMISSIQN • • � DECLARATORY STAT�1fENT 6CA05 V, 2T� PRODUCT REVISED a5 comPlyln ith the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 y M lami-Da r u t Gontroi FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ATE OF 7 �� itLL U N FAX. (305) 593-6592 a 11 8 s 0 a La al drawing no. W10-18 (sheet 2 of 1 1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF ' - (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL B.D. MTG. RAIL II.D. MTG. RAIL CLASS TYPES 'd'Yl1', 'B'A'B1' GLASS TYPES 'B' & '131' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EM.(+) INT.(-) 74" 108-1/4" 111" 26" 73' I05-1/4" 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 80.0 90.0 65.0 65.0 74" 106-1/4' 111' 50-5/8' 73" 105-1/4" 110" 49-5/8" 55.0 65.0 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 )5" TYP. BUCK DIMS • DESIGN LOAD CAPACITY - PSF (XOX S ZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL CLASS TYPES 'l'3'l1', '8'k'B1' GI.SS TYPES 'B' & 'BI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) oa'.(+) 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 80.0 90.0 65.0 65.0 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 85.0 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" 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 (1/3W) (1/3W) (1/31V) ii r-, Pat OPERATING VENTS TO DE 1/3 OF THE WINDOW WIDTH 'xox' BUCK DIMS FLANGE FRAMF FLANGE DIMS (1/2W) (1/4W) , OPERATING VENTS TO 8E 1/4 OF THE WINDOW WIDTH EQUAL LEG FRAME STD. MTG. RAIL: H.D MTG. RAIL: 'xox' DUCK DIMS FLANGE ADAPTOR FRAME ....g- FLANGE DIMS •• •.• • • • • • •• • • • •• • • • •• ••• •• • • • •• ♦IOTE... • GIIIASS CAPACI11• S ON SHEE= I+R•E • • r!SED ION ASTM' ! M308 -01 (3 SC*. GUGTSib • V 2IDA BOIL NG•COMMISSI@N • • • OtCLAA TORY STATFIEAT• 6CA05- V 21 • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0810 • • • 600 • • PRODUCT REVISED - s complying with the Florida Building Code NOA-No, 17-0918.09 Expiration Data 09/22/2020 By Miami-Dadro'Product Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ``0111111/i J�D.Ak,yy��' N.. 70592 t. OF 0. 3 FAX. 8 drawing no. W10-18 sheet2.lof 11) DESIGN LOAD CAPACITY - PSF (X0 0R OX SIZES) BUCK DIMS. STD. MTG. RAIL. H.A. MTG. RAIL GLASS TYPES 'A'&'AI, '13'&181' GLASS TYPES '6' & 'Hi' WIDTH HEIGHT 17R.(+) ANT.(-) IXT.(+) ANT.(-) 25-1/2' 36' 52-1/8" 73' 25' 65.0 65.0 80.0 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' 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 65.0 65.0 80.0 80.0 25-1/2' 36' 52-1/8' 73" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36' 52-1/8" 73' 62" 65.0 65.0 60.0 80.0 65.0 65.0 80.0 • 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO 8E /2 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS DESIGN LOAD CAPACITY - PSF (X0 0R OX SIZES) BUCK DIMS. 5T5. MTG. RAIL H.D. MTG. RAIL A.D. MTG. RAIL GLASS TYPES 'A'&'A1 , 'S'&'81' GLASS TYPES 'H' k 'et' GLASS TYPES 'C' & 'CI' WIDTH HEIGHT ER.(+) INT.(-) FXT.(+) INT.(-) EYL(+) ANT.(-) 54-3/4' 77-15/16" 82-1/2' 25" 85.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 77-15/16" 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" 49-5/8" 65.0 65.0 80.0 60.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 85.0 54-3/4' 77-15/16" 82-1/2' 62' 65.0 65.0 80.0 80.0 65.0 85.0 - - - - 65.0 85.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' • •• ••. • • • • • •• • • • • • •• • ••• • • •. • • • •. NOTE: • • LA/30 CAPACITIES ON IRIS SHEET• /RE • • E ON Al.3 e9 (3 €EC. GYSTG) • AND (MIA 5.11 (:MIY(ISVIN • • H.O. MTG. RAIL: •DECL/ STORY STAjEM .T•DC 05. DCC-:19: •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22/2020 By Miami -Dad roduct Control FIN FRAME 001111111Y/j 7 , No. 70592 S'/ OP.• l I I IAA S `1`\ 0 0 0 U 9 2 B 4 a 1 16 16 drawing no. W10-18 (sheet 3 of 11. DESIGN LOAD CAPACITY - PSF (XOX SIZES) STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES CLASS TYPES HUCE DIMS. 'A'k'A1 , 13'k131' 'H' & 'HI' WIDTH HEIGHT CCE.(+) INT.(-) DIT.(+) INT.(-) 73- 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73" 65.0 85.0 80.0 80.0 105-1/4" 49-5/8" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 105-1/4" 62" 61.6 61.6 80.0 80.0 110" 60.0 60.0 80.0 80.0 (1/3W) (1/3W) , (1/3W) i v '-9-- OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. BAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES MASS TYPES WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73- 105-1/4" 110" 25" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 85.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110' 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 85.0 80.0 80.0 65.0 65.0 73" 105-1/4" 110" 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 (1/4W) (1/2W) (I/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH STD MTG. RAIL: H.D. MTG. RAIL: 'XOX' •. ••• • • • • • •• • • • • • • • .• ••• •• • • • •• • • 6OTE: • GLOSS- ;A ACITIE ON klIN, SHE Aft • •BA6ED 6N ASTM•Gb30O-Oy (3 SiC• GUMS: FL!RIDA• BULDING•CCINMI•SION • • • •� LAR$I1RY STATIAEAT, OCA05-0:OF16 2•• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami -ad roduct Control FIN FRAME drawing no. W10-18 sheet 3.1 oI 1 1) 1/4" AIR SPACE 1/8" ANN. GLASS v1/8" ANN! GLASS /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.' 0R OR .090" Interlayer.090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer r .090" Interlayer SentryGlos SentryGlos By 'Kuraray America, Inc.' By Kuraray Americo, Inc.' OR OR .090" Interlayer 090' Interlayer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" MN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON (TES W\ M7 WIDER THAN 36' GLASS TYPE 'A' .— 5/16" NOMINAL LAM. GLASS r1/8" ANN. GI ACC .075" Interiayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR 090" Interlayer 1/4' AIR SPACE SentryGoe ByR 'Kuraray America, Inc.' .090" Interlayer 1/B" HEAT STREN'D GLASS � Trosifol PVB By 'Kuraray Americo, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'D Gr ACC .075" Inter-layerSaflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GI ACC 1/8" 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 GI ASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR z a til•_Ae. SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS .090" Interlayer 1/4" AIR SPACE SentryGos By R 'Kuraray America, Inc.' B .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'D GLASS g � U XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' -0/i,C.. bR • ikE•L Bs 'Cl4RDIf • OR �� . • `� DURASEAL BY 'QUANEX' o �Y • • bR •SE &• ,9 t,NE • ORSUPER SPACER BY 'QUANEX' 0 r • • • •: UFI R.SPAC=R 4 'imp& AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL. LAM. GLASS AT 1/4 POINTS ALL SIZES GLASS TYPE '9; • • • • 0.70RAI PUL. LAM, GLASS • • • • • (S.M.I.) • • • ••• • • •• • • (EXTERIOR PLDER OQUALIFY Y OF GLASS MALL kl!t� IM GICTIWST TEMPERED.• • • • • .075" Intedayer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer 5entryGlas By 'Kuraray America, Inc.' SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'C1' 0.70' OVERALL INSUL. LAM. GLASS PRODUCT REVISED - as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miam Control SERFS SININEL 120 ALUM HOR2. Sl10INC WOW. (LN.L/S.M.I.) f0 8L.1 0 O N o m n� n N1 D 3 c z 30 og o a o— FM. (305) 593-6592 8 8 0 0 8 8 drawing no. W10-18 sheet 4 of 11 • • • • • • • • • • . • • • • • • • • • • • • • • • • •• • • • • • •• •• • • • •• •• • • • • • • • • • • • • IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING ,EDGE- DIST. .. • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE • .•A •� • ••i •• • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 01 • • • • • • • • • • •• • • • TYPICAL ANCHORS SEE EIV. • • iOR SMGNG OOOOO • • • AGE DST. y • • • FLANGE & FLANGE ADAPTOR FRAME " 2 3/8MIN. 2-3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2% . THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22/2020 By Miami-D a Product Control r Ir MIAMI-DADE COUNTY APPROVED i MUWON EC MUWON ANCHORS I 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. •• WEEPHOLES: W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER • W2 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON SY 'ELCO' (Fu=177 KSI. Fy-155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (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) 4 SMS 0 • N. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • (GRAPE 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 OR PLANTED) 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 OR JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/F1LLED BLOCK AT JAMBS f'm 2000 PSI MIN. • drawing no. W10-18 sheet 5 of 11 • • • TBY WOOD BUCKS BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE XOX LAYOUT MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING O.L. CPG EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE FLANGE & FLANGE ADAPTOR FRAME I/4" MAX. SHIMS SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE ADAPTOR FRAME /2" TYP. INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED as complying with the Florida - 1BY Building Code i "a WOOD BUCKS NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami -Dad oduct Control EOF �� RIUP••6\`�' `niiiAL -7. drawing no. W10-18 (sheet 6 of 11) ••• • • • • ••• • • • • • • • • • ••• • • • • •• •• • • • ••• • • • ••• • • • • • • •• • IBY WOOD BUCK •EDGEARN' IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. 'FOR SPACING I/4. MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH !TYPICAL ANCHORS SW ELEV. • FOR SPACING • • • AGE DLST. •♦• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • EQUAL LEG FRAME rr MIAMI-DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. -y 2-3/8' MIN. WHEN USED THE MIN_ W000 BUCK DEPTH SHALL 8E 2%. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMRTED. BUCK WIDTH EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22/2020 By Miami- a roduct Control MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH -It-� I r k i__ II it ICI I ®�.l 0 • O drawing no. W10-18 (sheet 7 of 11 ILLUSTRATIVE OTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI 0 0 F 141 a2 HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1/2" BACKBED CAULKING BACKBED CAULKING BUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu = 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD WOOD STRUCTURE NOT BY CGI 1 1/2'• 8 qV • • ••• • • • TYPICAL ANCHORS SEE ELEV. . . • • • • • • • • • FOR SPACING � • •• • • • /4" MAX. GAP 1/2' MIN HOUSE WRAP NOT BY CGI •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • BUCK WIDTH EXTERIOR FIN FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Dae 09/22/2020 BY Miami -bade FNduct Control 'v N n � � v p W re x s. 'O o =N LE6 siPo O M n 3 8 z 30 8 • drawing no. W10-18 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • sheet 8 of 11 • AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL. (305) 264-8100 FAX. (905) 262.6978_ COMP-ANL\W10-03CG1J ITEM PART A QUAti'1TTY DESCRIPTION MATERIAL MANE./SUPPLER/REMARKS - E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T8 CGI EXTRUDER PRODUCT REVISED E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER as complying with the Florida Building Code E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER NOA-No. 17-0918.09 E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER Expiration Date 09/22/2020 E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER By Miami -Dada duct Control E7 CGI-106 - SASH RAIL 5063-16 CGI EXTRUDER E8 CGI-107 - 5/16' GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - 0.700" GLAZING BEAD 6083-T5 CGI EXTRUDER El CGI-109 - FRONT FLANGE ADAPTOR 6063-16 CGI EXTRUDER El CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER El CCI-135 - TF FRAME JAMB 0 FIXED GLASS 6063-T6 COI EXTRUDER E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 . - TF FRAME JAMB 6063-T6 CGI EXTRUDER E15 CGI-140 - 1" MUNRN 6063-T5 CGI EXTRUDER E16 COI-141 - 2.5" MUWON 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER -� _ E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER ui a a• m 2 d f CGI Windows and Doors, Inc. 1 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI- 116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-16 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - 142 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 SIUCONE DOW M6 - 0.700" X 0.040" BEAD DOW 899 SIUCONE DOW M7 - 2/ LITE SETTING BLOCK EPDM DUROMETER 8015 SHORE A MB - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC - M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - 1 G »+ .0 -ii2 5 g g W W i 2 5 5 g g W 3W3 I U 9 g 1 M11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULUAAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M 1,414 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - 14418 COI- 134 - JAMB SPACER PVC PROTOTYPE OR EQUN. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EOLAV. 1.118 CGI-132 2PER WO. 2' SASH STOP PVC PROTOTYPE M19 CGI-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE �• 'n M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M c • 4 O o' 2 •o o°a' 2 y o M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EOUIV S2 - 2 OR 3 PER CORNER i 10 X 1 1/4" LG. PHL PH. SMS. ST/5T. ASSEMBLY SCREW - - c W ,. a x 53 - 1 1/4' EMBED. # El 1 1/2" LG. PHL PH. SMS. FIN ANCA). SCAEI • • • • ir - • - AL111 111 IA7// .--, a w c L u r-. ---. .4 54 - 4 PER WO. 9 8 X 1/2" PH. SMS. ST/5T BALANCE BT ,CKET SCREW. • • • • • •- • - \\V4A //� S5 2 PER WO. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL. B. SSaadi• • • • •" `� J.... ` �•' UGEN '� S6 - - # 6 X 1/2" LG. FH. SMS. 0 CGI-133 Se - 4 0M. RAIL # 10 X 4' LG. PHL. PH. SMS. ST/ST. ASSEIABLY MEETING RAIL - - S9 - 2 PER ANRUFT # 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTIUFT SCREW - - - LC • - • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • OF Q/� 1Ot''G�� lea ,c %�s� /j//1LILItiO drawing no. W10-18 sheet 9 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FLANGE FRAME HEAD E J FLUSH FRAME HEAD 1.220 2.113 --1.368 .745 MEETING RAIL 1.007 -yr-.065 1.550 50J 1.680 1.395 NAIL FIN ADAPTER .490 I II .705 -1r.050 TYP. --1 .5544I-- Ee 5/16" GLAZING BEAD .1 TO�j .705 .050 TYP. .864 .700" GLAZING BEAD .055 4.430 TYP. 3.685 I--2.440 1.140 FLANGE FRAME SILL 2.737 2.505 .065 TYP. 2.885 2.613 1.000 1-.991-- 3.237 FLANGE FRAME JAMB (MOVING) T.015 r_ 3.930 .065 TYP. 3.185 2.505 1.140- 2.440 FLUSH FRAME SILL 2.737 .T7P065 . 2613 .500 .991--1 2.737 Ego FLUSH FRAME JAMB (MOVING) .811 r_ 2.505 1.015 065 TVP. 1.000 1 745 -- FLANGE FRAME JAMB (FIXED) 2505 1.015 ALT. LOCK RAIL - E6 HANDLE RAIL • _.• • • • 1.496 - 2.264 1.255 .080 TYP. SILL FILLER 180 550 1- FLANGE ADAPTOR •• • 1.025. •• •I• • • • • • • • 065 TYP. • • • • • • • •• so0-- • •.. --1.245 • • • • _ • E1 FLUSH FRAME JAMB (FIXED) • • • • SASH .IAIL • .• • • • • • . • • • • • • • • • • • .050 0 FLUSH FRAME COVER -1.419-- i .293 .060 i Fr f-1.413I SCREW COVER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0916.09 Expiration Date •/22/2020 roduct Control ‘0, 1I l iii77T,,' = 1GEN •.• '•.'CJ 0 ayi 5 4 NO CHANCE THIS SHEET a 5 8 c W - TE OF �� drawing no. S'ONAl"rb\N\�/ W��-�8 I\ill I11111t`. (sheet 10 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IF • • • •• •• • • • •• •• • • • • • • • • • • • VENT TOP/ROTTOM CORNERS •• ••• • • • • • • • • • • •• ••• •• • • • • •• FRAME TOP CORNER • ••• • • •• • • • • • • • • • • • • • ••• • • •• • • FIXED WIG RAIL COg1'ii • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME BOTTOM CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Data 09/22/2020 B Mlaml- roduct Control OF 'k !illilii" fo‘u 0 c FAX. (305) 593_6502 9 O C drawing no W10-18 sheet t t of l l